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HomeMy WebLinkAboutContract 61113FORTWORTR, CCIO, WYE TV � (4 CONTRACT FOR THE CONSTRUCTION OF WATER REPLACEMENTS PART 2: CAMP BOWIE WATER IMPROVEMENTS (MONTGOMERY STREET TO CLIFTON STREET) Mattie Parker Mayor City Project No. 105062 Chris Harder Director, Water Department Prepared for The City of Fort Worth Water Department December 2023 David Cooke City Manager Kimlep))Horn Texas Registered Engineering Firm F-928 KHA No. 061018431 CS0 RECID MPIR 12'24 pml' 14 �X�Xa % J' 12/22/2023 OF. T a8+�1 o..........Y..1N...AHCHES:...... F 1100 O SNE�B 140963 r`a� OFFICIAL RECORD CITY SECRETARY FT, WORTH, TX FORT WORTH,:: ",'Mir , , City of Fort Worth Standard Construction Specification Documents Adopted September 2011 00 00 00 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Page 1 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 03/09/2020 0043 13 Bid Bond I 03/09/2020 00 43 37 Vendor Compliance to State Law Nonresident Bidder I 03/09/2020 0045 11 Bidders Prequalifications 08/13/2021 0045 12 Prequalification Statement 09/30/2021 0045 13 Prequalification 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 0073 00 Supplementary Conditions 03/09/2020 Division 01 - General Requirements Last Revised 01 1100 Summary of Work 12/20/2012 01 2500 Substitution Procedures 07/01/2011 01 31 19 Preconstruction Meeting 08/17/2012 0131 20 Project Meetings 07/01/2011 01 32 16 Construction Schedule 08/13/2021 01 3233 Preconstruction Video 07/01/2011 013300 Submittals 12/20/2012 01 35 13 Special Project Procedures I 03/11/2022 01 36 00 Pipe Laying Prove Out I NON -STD 01 45 23 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 I Storm Water Pollution Prevention Plan 07/01/2011 01 58 13 I Temporary Project Signage 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 Staling 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 78 39 Project Record Documents 07/01/2011 CITY OF FORT WORTH Water and Sanitary Sewer Replacement STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CONTRACT 2021, WSM-C Revised September 9, 2022 CIT PROJECT NO. 103500 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 02 - Existing Conditions 02 41-13 Soloetiye Site Demolition 117�4 Utility RemevaWAbandewaen+ Division 03 - Concrete 033000 Cast In Dl.,ee Ge„erete n1� Conerote Base Mater-ial for Treneh Repair Division 26 - Electrical 260500 Common WerL Results far- Elee+r;e.,l 2605 10 Demolition f r Eleetr;eel Systems 260543 Underwound DuEt"rA Raseways for- Eleet ie..l Systems Division 31 - Earthwork 31� Site Cgig 3123 16 31�1 2323 Beffe 3124 00 E i arAm, aats 31-2-s 0e &esioa and Sediment Ganbtel 3136-90 Wiens 313700 Division 32 - Exterior Improvements 3201 18 TfrA-,pornr,-AspK-A+ 321123 Flexible Base Goufses ems} Lime e Treated Base re„rses 321133 Cement Treated Base !`..,,r�e� 32 1137 Liquid Treated Sail Stabilize 321216 Asphalt PaAng Paving321273 Asphalt Gr-aek Sealants 32 1� Ce ete Si a i\alha, Dr leways andBaffier Free Ramps 27� Go erete U.,yingjoint Sea4a- tom 32 14-16 B:Kv C Unit Pa-vin 32 16 3 re„erete Gufb and r_„t+ers and Valley Gutters 32 312;9 Wood Fenees and Gates Date Modified CITY OF FORT WORTH Water and Sanitary Sewer Replacement STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CONTRACT 2021, WSM-C Revised September 9, 2022 CIT PROJECT NO. 103500 00 00 00 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Page 3 of 8 323213 Cast in Plaee Coner-ete Retaining Walls 32 9i i9 Tepseil-Pkcmmo.1t-and Finial7nk g of Parkways I3292 13 , Seeding, and Soddin 32 9343 TT-ee3 cry Mxrabs Division 33 - Utilities 33-01-30 Sewer- era >,,r" h31c Tcr�.rg 33 0131 Closed Ci-....;+ Teleyi..;,.,-, (CCTV) Inspeetion 33 03-10 RN-proo Punvmkig of Existing Sewer- C. ste 33 04-11 Corrosion Gentfel Test Stations 1 33-04-1q M-ag".71.um Anode Gath die Prateetion System 3304 30 Te - pe,-ary Water ceryiees 33 04 40 Cleaning and Aeeeptanee Testing of Watef Mains 3304 50 Gleaning fSewer >, airs 3305 10 i Utility 'der eh Emeza-vation,irrrbvc'ldmepA, and Br'ke1Fil1 3305 12 Water Line Lower -in 3305 13 I Frame, Cover- and G?ade Castne 3305 lei I >v,.ame Cove- and r "a" Rings r,.,. pe-" +o Grad 33-0517 I Gang to r 11", 330520 I Auger- Bar-ing 33 05 21 I Tunnel Liner Plate 33 05 22 I Steel rasing P;„" 33 05 24 I Installation of Carrier Pipe in Casing or Tunnel Liner Plate 330526 33 05 30 I Leeatien-ef Pirirt✓.n ames 33� 1-05 I Felts Nuts, and Gaskets 33 11 10 I Ductile Iron Pipe 33 11 11 I Ductile Iron Fittings 331112 Polyvinyl rhl,,fi e (PVC) Pressufe Pipe � r (' II '',� rzrczrpfmzco Water swnpls Stations standard B1o,1. e ff V"lve n sse,.,..hh. Oared �r. Lll-,oO Dips ,�} High Density Polyethylene /LIDPE) Npe F anit., . e e <. Del..;.,...1 Chloride (PVC) /:.-ayit., ()Samna,, C.,we- Pipe CITY OF FORT WORTH Water and Sanitary Sewer Replacement STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CONTRACT 2021, WSM-C Revised September 9, 2022 CIT PROJECT NO. 103500 00 00 00 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Page 4 of 8 Division34 - Transportation 34 41 n� T-r-affie Sign 34 n� 1 10.01 ^AaaEliment-A r.., tfoll or Gabine Z4 n�-r--n- 10.02 Attr' Affient B G ,,-.tFalle - Spee f;eatia cvrrcrviicivpccrrrca cron 3n n�03 AttraelffneiA G Software Speeifiea4ia 34 41 1= T-em er- ry Tr.,ff e Cron,., 34 41 13 Removing Tr-affie Signals 34-41 15 Reetangulu RWi Z^� Pedestrian 14ybr- ,l Signal 3 ^4120 Roadway illumination Assemblies 3 n n�OT T /jminai eS 3n n��02 Free 'L j 1ED R 2 n n�03 Residential LED Road'7lClJ I1.1`I 1 TrS 34 4130 Aluminum 3471 13 I Traffic Contr AND SPECIAL PROVISIONS TO STANDARD SPECIFICATION 03/22/2021 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://apes.fortworthtexas.2ov/ProiectResourees/ 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 . ADDENDUM No. 3 CITY OF FORT WORTH Water and Sanitary Sewer Replacement STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CONTRACT 2021, WSM-C Revised September 9, 2022 CIT PROJECT NO. 103500 00 00 00 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Page 5 of 8 Division 03 - Concrete 03 3000 Cast -In -Place Concrete 03/11/2022 0334 13 Controlled Low Strength Material (CLSM) 12/20/2012 !`one -ete Base Material f 1 � 03-34�-C or T�z��. l P�,�air 1 � �L20/20� Division 26 - Electrical 260500 Commen Work Results for- Ele t-ieal 03/11/2022 2605 10 trnxt Sx Blaet~4ea Syste 12/20/2012 260533 Raee,< ays and Boxes fee Elee4r- ea Sys 12/20/2012 2605 43 TTvrdcrgrousd Duct and Raeew ays for- Eleetr-ie l Systo,,.., 07/01/2011 2605 50 Genuntmieations Multi Duet Geadui 02/26/2016 Division 31- Earthwork 31 00 00 Site Clearing 03/22/2021 3i23 16 n1io Q�013 3123 B erfe 01/28/2013 M 24 00 i is 01/28/2013 31 25 00 Erosion and Sediment Control 04/29/2021 31 36 00 dens 12/20/2012 3137Ripl=ap 12/20/2012 Division 32 - Exterior Improvements 3201 17 Permanent Asphalt Paving Repair 12/20/2012 3201 18 Temporary Asphalt Paving Repair 12/20/2012 32 01 29 Concrete Paving Repair 12/20/2012 32 11 23 Flexible Base Courses 12/20/2012 32 1129 Lime Treated Base Courses 12/20/2012 32 1133 Cement Treated Base Courses 06/10/2022 32 1137 Liquid Treated Soil Stabilizer 08/21/2015 32 1216 Asphalt Paving 12/20/2012 32 1273 Asphalt Paving Crack Sealants 12/20/2012 32 13 13 Concrete Paving 06/10/2022 32 1320 Concrete Sidewalks, Driveways and Barrier Free Ramps 12/09/2021 32 13 73 Concrete Paving Joint Sealants 12/20/2012 1'11 /7 32 14-16 32 16 13 Briek Unit � Concrete Curb and Gutters and Valley Gutters z 06/10/2022 32 1723 Pavement Markings 06/10/2022 32 1725 Curb Address Painting 11/04/2013 3292 13 Sodding 05/13/2021 32 9q 14 Non Native Seeding 0543/20-2 27� T ees and CL„ dbs CITY OF FORT WORTH Water and Sanitary Sewer Replacement STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CONTRACT 2021, WSM-C Revised September 9, 2022 CIT PROJECT NO. 103500 00 00 00 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Page 6 of 8 Division 33 - Utilities 33 01 30 Sewer and Manhole Testing 09/07/2018 33 0131 Closed Circuit Television (CCTV) Inspection — Sanitary Sewer 03/11/2022 3�-8�32 Closed Giieuit Television (GGT � �^+ c+ I� ���z�«�n Dmit� �� 03 /1 1 L2022 3303 10 Bypass Pumping of Existing Sewer Systems 12/20/2012 33 04 10 Joint Bonding and Electrical Isolation 12/20/2012 33 04 11 Corrosion Control Test Stations 12/20/2012 1 3304 12 Magnesium Anode Cathodic Protection System 12/20/2012 33 04 30 Temporary Water Services 07/01/2011 33 04 40 Cleaning and Acceptance Testing of Water Mains 02/06/2013 33 0450 Cleaning of Pipes 03/11/2022 3305 10 Utility Trench Excavation, Embedment, and Backfill 04/02/2021 1 3305 i 33 05 13 Water- Line e Lowering Frame, Cover and Grade Rings 2lrrr20/-2012 09/09/2022 33 05 14 Adjusting Manholes, Inlets, Valve Boxes, and Other Structures to 03/11/2022 Grade 33 05 16 Concrete Water Vaults 12/20/2012 3305 17 0 Concrete Collars 03/11/2022 1 /i 33Liner-17�7� 33 05 22 33 05 23 Steel Casing Pipe 14and Tunneling Il/1L 12/20/2012 12/0nz012 33� 33 05 26 installation of Gaf -ie - Pipe i Casing er- Tunnel Liner- r- D14e Utility Markers/Locators 06 /119,12 13 12/20/2012 33 0530 Location of Existing Utilities 12/20/2012 33 11 05 Bolts, Nuts, and Gaskets 12/20/2012 33 11 10 Ductile Iron Pipe 12/20/2012 33 11 11 Ductile Iron Fittings 09/20/2017 33 11 12 Polyvinyl Chloride (PVC) Pressure Pipe 09/09/2022 33 11 13 Concrete Pressure Pipe, Bar -Wrapped, Steel Cylinder Type 12/20/2012 33 11 14 Buried Steel Pipe and Fittings 12/20/2012 33 1210 Water Services 1-inch to 2-inch 02/14/2017 17 /7,rz�-204010 33� 33 1220 Large Water Meters Resilient Seated Gate Valve 05/06/2015 33 1221 AWWA Rubber -Seated Butterfly Valves 04/23/2019 33 1225 Connection to Existing Water Mains 02/06/2013 33 1230 Combination Air Valve Assemblies for Potable Water Systems 12/20/2012 33 1240 01/03/2014 (� 33 �FlI��ir��e��Hydrants 33 1260 22�z Standard Blow -off Valve Assembly Dl..ee 06/19/2013 3331 13 32� Offe.1 i Pipe (CIPP\ Fiberglass Reinforced Pipe for Gravity Sanitary Sewers Q/7 2QQ 12/20/2012 /v-rrz 33 31 20 High Density Polyethylene (HDPE) Pipe for- Sans" Sewe,- Polyvinyl Chloride (PVC) Gravity Sanitary Sewer Pipe Polyvinyl Chloride Closed Pfefile Gfa-vity Sanitary Sewer- 04 QO19 09/09/2022 333121 (PVC) Pipe 12�20/2012 333122 c,,,,;t y Sewerclir, U`.x :g 12 /� n n 33 31 23 Sanitary Sewer Pipe Enlargement 12/20/2012 CITY OF FORT WORTH Water and Sanitary Sewer Replacement STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CONTRACT 2021, WSM-C Revised September 9, 2022 CIT PROJECT NO. 103500 00 00 00 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Page 7 of 8 3331 50 Sanitary Sewer Service Connections and Service Line A; for- c 04/26/2013 3331 70 3339 10 „;tafy Sewer -ee Mains Combination Valve Cast -in -Place Concrete Manholes i2/�"'(42 12/20/2012 33 39 20 33393 Precast Concrete Manholes Fibefglass Manholes 12/20/2012 131 /3�112 Liners for Sanitary Sewer Structures „erete rz o�yozz 04/29/2021 33 39 60 33-41 10 Reinfer-eed C Stoi:„.. Sewer- Pipe/r„�t=,oc,- s High Density D„1Vethy1e„o (�zDPE) Pipfer tGi"l�i Dmin I Reinf r-ee Polyethylene (SRPE) Pipe Pely„,-apylo„e Pipe for St..ff D-.,;„ 07/Q Q14 121 2W20Q 11 /113/,�15 06/iw 0/�z 33� 41 13 ,33 33 4600 SubdFainage gleged-Storym Dv--\�ns 1'11 120�2012 07/no,,019014 33 4601 33 4602 T-r-ench Dm:zn 0 � /n�011 33 4910 Cam in Placo Manyjlz3,anC unetie Be 11,420,42012 33 49 20 Curb and Drop Inlets 03/11/2022 33 49 40 I Stom Drat' - t 07/0 Division 34 - Transportation 3 ^�8 34 n� 4 i1.01 Attaehment A r „trel l r binet 03 /1�22 12 /1� a /r /2015 34 n�i 10.02 er Att.,,.lffle„t B r „tr llo,- Spee f;,..,tio �C` y fe t;ro 924012 M�i 34 n3 T10 3i�T 3�r3 Tocry Tom,ff� zz42013 03,11v�I 1 /c'n 022 34 41 20 Removing Roadway Illumination Assemblies 1 12/20/2012 3 4 i1�r�z 01 1 r r � �4rtori� �.ILrvRe>aflwaay. , �arn�z.�ires �� 0645201- 3 n n�v-v2 Freeway r >~ r4 n , l .,my Dais maires 06 / to c� c5 34 A�-r41 20.03 T T . �tinl �,.TD ILea�a3• �a:mr��es Aluminuffi Signs Single Made Fiber- O„tie Cable Gentroi n6/1S 201[ oo,-�,�� 1 1 /1�9013 02/7 o 03,124T2024 34 4130 34 41 50 33 �1z-r� iiTTraffie Appendix GC-4.01 Availability of Lands GC-4.02 Subsurface and Physical Conditions GC-6.06.D Minority and Women Owned Business Enterprise Compliance GC-6.07 Wage Rates- 2013 PREVAILING WAGE RATES (Heavy and Highway Construction Projects) GC-6.09 Permits and Utilities GC-6.24 Nondiscrimination - None GR-01 60 00 Product Requirements END OF SECTION CITY OF FORT WORTH Water and Sanitary Sewer Replacement STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CONTRACT 2021, WSM-C Revised September 9, 2022 CIT PROJECT NO. 103500 2/8/24, 12:15 PM M&C - Council Agenda City of Fort Worth, Texas Mayor and Council Communication DATE: Tuesday, February 13, 2024 REFERENCE NO.: **M&C 24-0134 LOG NAME: 60WWSCAMPBOWIEP2-CIRCLEC AND KHAA1 SUBJECT: (CD 7) Authorize Execution of a Contract With William J. Schultz, Inc. dba Circle C Construction Company, in the Amount of $1,280,205.00, for the Water and Sanitary Sewer Replacement on Camp Bowie Hul-Mont Project Part 2 and Adopt Appropriation Ordinance to Effect a Portion of Water's Contribution to the Fiscal Years 2024-2028 Capital Improvement Program RECOMMENDATION: It is recommended that the City Council: 1. Authorize execution of a contract with William J. Schultz, Inc. dba Circle C Construction Company, in the amount of $1,280,205.00, for the Water and Sanitary Sewer Replacement on Camp Bowie Hul-Mont project Part 2; and 2. Adopt the attached appropriation ordinance increasing estimated receipts and appropriations in the Water and Sewer Capital Projects Fund in the amount of $1,583,426.00, from available funds, for the purpose of funding the Water and Sanitary Sewer Replacement on Camp Bowie Hui -Mont project (City Project No. 105062) Part 2 to effect a portion of Water's contribution to the Fiscal Years 2024-2028 Capital Improvement Program. DISCUSSION: On October 31, 2023, Mayor and Council Communication (M&C) 23-0908, authorized an engineering agreement with Kimley-Horn and Associates, Inc. (City Secretary Contract No. 60591) in the amount of $974,121.00 for design of the Water and Sanitary Sewer Replacement on Camp Bowie Boulevard which includes the segment of the roadway from Hulen Street to University Drive. In order to expedite replacement of the existing 30-inch cast iron water main on the roadway segment from Montgomery Street to Clifton Street ahead of proposed roadway and streetscape improvements, the Water Department initiated Part 2 of the project. The appropriation amount requested also includes the amount of $69,185.00 for Amendment No. 1 to provide compensation for the preparation of plans and specifications and to perform construction support services for Part 2. Part 2 of the project was advertised for bids on November 30, 2023, and December 7, 2023, in the Fort Worth Star -Telegram. On January 11, 2024, the following bids were received: L_C:l1M_ William J. Schultz, Inc. dba Circle C Construction Company Western Municipal Construction Jackson Construction, LTD (Venus Construction, Inc. I) Amount Time of I Completion I$1,280,205.00 12 s Calendar ��Day I1$1,467,229.97I1 1I$2,037,418.0011 J[$4,789,954.0011 In addition to the contract amount, $170,026.00 is required for project management, material testing and inspection, and $64,010.00 is provided for project contingencies. Approximately 906 linear feet of cast iron water pipe will be replaced as part of this project. This project will have no impact on the Water Department's operating budget when completed. apps.cfwnet.org/ecouncii/printmc.asp?id=31841 &print=true&DocType=Print 1 /3 2/8/24, 12:15 PM M&C - Council Agenda 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 appropriate funds in support of the Water's portion of the City of Fort Worth's Fiscal Years 2024-2028 Capital Improvement Program, as follows: 60WWSCAMPBOWIEP2-CIRCLEC AND KHA Capital Project FY2024 CIP Budget Revised Fund Name Appropriations Authority Adjustment Name Budget Budget 105062 W&S — W/SS Capital Repl. Projects Camp $0.00 This M&C $1,583,426.00 $1,583,426.00 — Fund Bowie 56002 Hui — Mont. Funding is currently available in the Unspecified -All Funds project within the Water & Sewer Capital Projects Fund for the purpose of funding the Water and Sanitary Sewer Replacement on Camp Bowie Hul- Mont project. Appropriations for the Water and Sanitary Sewer Replacement on Camp Bowie Hul-Mont project are as depicted below: Fund Existing Additional project Total* Appropriations Appropriations Water & Sewer Capital Projects $1,424,023.00 $1,583,426.00 $3,007,449.00 Fund 56002 Project Total 11 $1,424,023.0011 $1,583,426.0011$3,007,449.001 *Numbers rounded for presentation purposes. Business Equity: William J. Schultz, Inc. dba Circle C Construction Company, is in compliance with the City's Business Equity Ordinance by committing to 14 percent MWBE participation on this project. The City's MWBE goal on this project is 14 percent. The project is located in COUNCIL DISTRICT 7. FISCAL INFORMATION / CERTIFICATION: The Director of Finance certifies that funds are available in the Unspecified -All Fund project within the W&S Capital Projects Fund and upon approval of the above recommendations and adoption of the attached appropriation ordinance, funds will be available in the W&S Capital Projects Fund for the W/SS Repl Camp Bowie Hul-Mont. project to support the above recommendations and execution of the contract and amendment. Prior to any expenditure being incurred, the Water Department has the responsibility of verifying the availability of funds. FUND IDENTIFIERS (FIDs): TO Fund Department ccoun Project ctivity Budget Reference # mount ID IA ID JProgram 1 I (Chartfield 2) apps.cfwnet.org/ecouncil/printmc.asp?id=31841 &print=true&DocType=Print 2/3 2/8/24, 12:15 PM M&C - Council Agenda FROM Fund Department ccoun Project Program ctivity Budget Reference # mount ID ID Year (Chartfield 2) CERTIFICATIONS: Submitted for Citv Manaqer's Office by. Fernando Costa (6122) Originating Department Head: Chris Harder (5020) Additional Information Contact: Preeti KC (5467) ATTACHMENTS 1. 60WSSCAMPBOWIEP2-CIRCLEC and KHA Compliance Memo.pdf (CFW Internal) 2. 60WSSCAMPBOWIEP2-CIRCLEC and KHA Form 1295 Certificate. pdf (CFW Internal) 3. 60WSSCAMPBOWIEP2-CIRCLEC and KHA MAP. pdf (Public) 4. 60WWSCAMPBOWIE.docx (CFW Internal) 5. 60WWSCAMPBOWIEP2-CIRCLEC AND KHAA1 FID Table (WCF 01.18.24) (2).xlsx (CFW Internal) 6. Entity Information William J. Schultz, Inc. dba Circle C Construction Companypdf (CFW Internal) 7. Entitylnformation KIMLEY HORN AND ASSOCIATES INC.pdf (CFW Internal) 8. ORD.APP 60WWSCAMPBOWIEP2-CIRCLEC AND KHA 56002 A024(r3).docx (Public) 9. PBS CPN 105062.pdf (CFW Internal) apps.cfwnet.org/ecounciI/printmc.asp?id=31841 &print=true&DocType=Print 3/3 60WWSCAMPBOWIEP2-CIRCLEC AND KHAM FID Table 2 56002 0600430 4956001 U NSPEC 2024 ($1,583,426.00)_ 2 56002 0600430 4956001 105062 2024 $1,583,426.00 2 56002 0600430 U NSPEC 2024 ($1,583,426.00) 2 56002 0600430 105062 2024 $1,583,426.00 4956001 UNSPEC 4956001 105062 2 56002 0600430 5110101 105062 2 56002 0600430 5110101 105062 2 56002 0600430 5550102 I 105062 2 56002 0600430 5740010 I 105062 2 56002 0600430 5330500 I 105062 1 56002 0600430 5740010 105062 2 56002 0600430 5310350 105062 2 56002 0600430 5330500 105062 �I 1 56002 2060000 105062 001780 001780 001780 001780 001784 001784 RETAIN 9999 9999 9999 9999 9999 9999 $1,583,426.00 ($1,583,426.00) $1,583,426.00 $2,000.00 Public Outreach $64,010.00 Project contingencies $69,185.00 To Pay Engineering Company $1,280,205.00 To pay contractor $40,326.00 Soil Lab - TPW Staff Costs $20,163.00 Soil Lab - Consultant Combo Code 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 0005 10-1 MAYOR AND COUNCIL COMMUNICATION (M&C) Page 1 of 1 SECTION 00 05 10 MAYOR AND COUNCIL COMMUNICATION (M&C) [Assembler: For Contract Document execution, remove this page and replace with the approved M&C for the award of the project. M&C insert shall be on blue paper.] END OF SECTION CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 Water and Sanitary Sewer Replacement CONTRACT 2021, WSM-C CITY PROJECT NO. 103500 CITY OF FORT WORTH, TEXAS WATER & TPW DEPARTMENT ADDENDUM NO. 1 To the Specifications and Contract Documents For Water and Sanitary Sewer Replacement Contract 2021, WSM-C City Project No. 103500 PART 1: UNIT 1 — WATER UNIT 2 — SANITARY SEWER UNIT 3 — PAVING IMPROVEMENTS PART 2: CAMP BOWIE WATER IMPROVEMENTS Addendum No. 1 Issued: December 22, 2023 Revised bid Opening: January 11, 2023 This addendum forms part of the Specifications and 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 and acknowledge receipt on the outer envelope in your bid. Failure to acknowledge receipt of this addendum could subject the bidder to disqualification. The purpose of this addendum is to: 1. Add 350 linear feet of 36" water line replacement on Camp Bowie Blvd, 2. Change the bid opening date to January 11, 2023 3. Increase the calendar days for the project to 690 days, and establish a time line for the new work described above, 4. Announce a second virtual pre -bid to be held on January 41h at 9:00 AM. Registered plan holders will be provided a link to the pre -bid meeting. The Specifications and Contract Documents for City Project No. 103500 are hereby revised by Addendum No. 1 as follows: I. Contract Documents are revised as follows: 1. The Contract Drawings, Contract Book and Bid Proposal form in Excel format have been uploaded to the Addendums Folder in BIM360. Use these files in lieu of the files in the Bid Document Package Folder. 2. Additional water line have been incorporated beginning on Sheet 80. A-1 Addendum No. 1 Contract 2021 City Project No. 103500 3. AT&T ducts and cable is now shown on the original project. 4. Additional specification sections have been added and noted per the second sheet of the revised Contract Book, 5. Provisions to the Standard Traffic Control specification have been provided in order to emphasize the need to keep through traffic on all roads on this project. This Addendum No. 1 forms part of the Specifications and Contract Documents for the above referenced Project and modifies the original Project Manual and Contract Documents of the same. Acknowledge your receipt of Addendum No. 1 by completing the requested information at the following locations: 1. In the space provided in Section 00 4100, Bid Form, Page 3 of 3 2. Indicate in upper case letters on the outside of your sealed bid envelope "RECEIVED AND ACKNOWLEDGED ADDENDUMNO. I" Include a signed copy of Addendum No. 1 in the sealed bid envelope at the time of bid submittal. Failure to acknowledge receipt of Addendum No. 1 below could cause the subject bidder to be considered "NONRESPONSIVE", resulting in disqualification. RECEIPT ACKNOWLEDGE C0MDanv: t-/,, % cl C' 4 xb,, GT> 'Q r1 A-2 Chris Harder DIRECTOR WATER DEPARTMENT Bv: %erg, Tony Sholola, PE Assistant Director Addendum No. 1 Contract 2021 City Project No. 103500 CITY OF FORT WORTH, TEXAS WATER & TPW DEPARTMENT ADDENDUM NO.2 To the Specifications and Contract Documents For Water and Sanitary Sewer Replacement Contract 2021, WSM-C City Project No. 103500 PART 1: UNIT 1— WATER UNIT 2 — SANITARY SEWER UNIT 3 — PAVING IMPROVEMENTS PART 2: CAMP BOWIE WATER IMPROVEMENTS Addendum No. 2 Issued: December 28, 2023 This addendum forms part of the Specifications and 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 and acknowledge receipt on the outer envelope in your bid. Failure to acknowledge receipt of this addendum could subject the bidder to disqualification. The purpose of Addendum No. 2 is to modify the notes in Addendum No. 1 as follows in bold: 1. Add 740 linear feet of cast iron 36" water line replacement on Camp Bowie Blvd, 2. Change the bid opening date to January 11, 2023 3. Increase the calendar days for the project for Part 1 to 690 days, and establish a time line for the new work described above, 4. Announce a second virtual pre -bid to be held on January 3rd at 9:00 AM. Registered plan holders will be provided a link to the pre -bid meeting. The Specifications and Contract Documents for City Project No. 103500 are hereby revised by Addendum No. 2 as follows: I. Contract Documents are revised as follows: 1. The Bid Proposal form in Excel format have been uploaded to the Addendums Folder in BIM360. 2. Quantities for water services and portable message sign have been updated. A-1 Addendum No. 2 Contract 2021 WSM-C City Project No. 103500 This Addendum No. 2 forms part of the Specifications and Contract Documents for the above referenced Project and modifies the original Project Manual and Contract Documents of the same. Acknowledge your receipt of Addendum No. 2 by completing the requested information at the following locations: 1. In the space provided in Section 00 41 00, Bid Form, Page 3 of 3 2. Indicate in upper case letters on the outside of your sealed bid envelope "RECEIVED AND ACKNOWLEDGED ADDENDUMNO. 2" Include a signed copy of Addendum No. 2 in the sealed bid envelope at the time of bid submittal. Failure to acknowledge receipt of Addendum No. 2 below could cause the subject bidder to be considered "NONRESPONSIVE", resulting in disqualification. RECEIPT ACKNOWLEDGE By: �rrcf� Company: C/ro(t Cleo, ns/emu ��i�On A-2 Chris Harder DIRECTOR WATER DEPARTMENT By: Tony Sholola, PE Assistant Director Addendum No. 2 Contract 2021 WSM-C City Project No.103500 CITY OF FORT WORTH, TEXAS WATER & TPW DEPARTMENT ADDENDUM NO.3 To the Specifications and Contract Documents For Water and Sanitary Sewer Replacement Contract 2021, WSM-C City Project No. 103500 PART 1: UNIT 1— WATER UNIT 2 — SANITARY SEWER UNIT 3 — PAVING IMPROVEMENTS PART 2: CAMP BOWIE WATER IMPROVEMENTS Addendum No. 3 Issued: January 5, 2024 Bid Opening Date: January 11, 2024 This addendum forms part of the Specifications and 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 and acknowledge receipt on the outer envelope in your bid. Failure to acknowledge receipt of this addendum could subject the bidder to disqualification. The purpose of Addendum No. 3 is to: 1. Move the bid opening date to January 11, 2024. 2. Make specific adjustments to BOTC and meter items in WSM-C 3. Add Special Provisions to Standard Specification 34 71 13 Traffic Control 4. Remove steel pipe and pipe fittings from Part 2. 5. Add coring reports for the Part 2: Camp Bowie Water Improvements. The Specifications and Contract Documents for City Project No. 103500 are hereby revised by Addendum No. 3 as follows: I. Contract Documents are revised as follows: 1. The revised Bid Proposal form in Excel format has been uploaded to the Addendum No 3 Subfolder in the Addendum Folder in BIM360. 2. Plans and Specifications have been uploaded to the Addendum No 3 Subfolder in the Addendum Folder in BIM360. 3. Sheet 2 — Table of Contents has been updated 4. Sheet 11A has been numbered correctly. A-1 Addendum No. 3 Contract 2021 WSM-C City Project No. 103500 5. Sheet 13A has been removed 6. Sheets 14 — 45: services and meter tables have been updated. Locations of casing, by other than open cut, and exploratory excavations have been modified. Exploratory excavation locations have been noted. 7. Added Special Provisions to Standard Specifications 34 71 13 8. Modified Table of Contents to Contract Book 9. Updated Part 2 Cover Sheet. 10. Part 2: Section 33 11 14: Remove modified steel specification 11. Part 2 Cover Sheet 12. Part 2 Sheet 7 — Added additional label for casing or TLP by other than open cut from Sta. 0+48 to Sta. 2+14 13. Coring Reports for Part 2 added to GC-4.02 Subsurface and Physical Conditions This Addendum No. 3 forms part of the Specifications and Contract Documents for the above referenced Project and modifies the original Project Manual and Contract Documents of the same. Acknowledge your receipt of Addendum No. 3 by completing the requested information at the following locations: 1. In the space provided in Section 00 4100, Bid Form, Page 3 of 3 2. Indicate in upper case letters on the outside of your sealed bid envelope "RECEIVED AND ACKNOWLEDGED ADDENDUMNO. 3" Include a signed copy of Addendum No. 3 in the sealed bid envelope at the time of bid submittal. Failure to acknowledge receipt of Addendum No. 3 below could cause the subject bidder to be considered "NONRESPONSIVE", resulting in disqualification. RECEIPT ACKNOWLEDGE Bv: Comnanv: C/1 6(/ ( 6;.-7STru,6h p r) A-2 Chris Harder, PE, DIRECTOR WATER DEPARTMENT Bv: Tony Sholola, PE Assistant Director Addendum No. 3 Contract 2021 WSM-C City Project No. 103500 THIS T ER)P�eC 4 NO T IN CONITKA(� SECTION 00 42 43 PROPOSALFORM UNIT PRICE BID Bidder's Application Project Item Information I Biddces Proposal Part 1- NTRACT 21021, W SM-C Unit 1 - hnprovements NBidlist No. Description Specification Section No. M�� Quantity Unit Price Bid Value I *la 3311.075 30" DIP Water* 33 11 10 LF 3562 No No Bid *lb 311.0771 *0" Concrete AWWA C303 Water Pipe* 33 11 13 LF 3562 $4 00 $1,602,900.001 *2a 3311.0001 tile Iron WaterFittings w/Restraints* 33 11 11 TON 29 o �5Bid No Bid *2b 3311.0021 C30 fittings* 33 11 13 IS 1 ,000.00 $425,000.001 *3a 3311.0744 30" D \Water (Restrained Joints)* 33 11 10 IF 1195 No Bid No Bi(11 *3b 3311.0774 30,, Conc We AW WA C303 Water Pipe (Restrained Joints)* 33 11 13 LF 1195 $525.00 $627,375.001 *4a 9999.0007 30" DIP WEtby By Other Than Open Cart (No Casing)* 3311 10 LF 218/ No Bid No Bids *4b 9999.0008 30" Concrete MYWA C303 Water Pipe By Other Than Open Cut 3311 13 LF 18 (No Casing)* $1,850.00 $403,300.00 * Contractor to provide Unit P' eBid for only one of the pipe material alternatives for Item 1, 2, 3. Do not provide *"t price/bid for each alternative 4 3305.1008 48" CASING BY OPEN T 33 05 22 j 60 $850.00 $51,000.00 1 5 3311.0001 DUCTILE IRON WATER INGS W/ RESTRAINT 33 11 11 yfON 14 $10,000.0D $140.000.001 6 3311.0451 12" DIP WATER 33 1110 IF 288 $160.00 $46,080.001 7 3311.0461 12" PVC WATER PIPE 33 11 12 LF 6163 $145.00 $893,635.00 1 8 9999.0006 12" DIP WATER BY OTHER OPEN CUT (NO CASING 33 11 10 LF 20 $650.00 $13,000.00 9 3311.0361 10" PVC WATER PIPE 33 11 12 IF 15 $145.00 $2,175.00 1 10 3311.0261 8" PVC WATER PIPE 331112,.," LF 921 $115.00 $105,915.001 11 3311.0161 6" PVC WATER PIPE 33 11 ji LF 266 $115.00 $30.590.001 12 3311.0061 4" PVC WATER PIPE 33 ' 12 LF 20 $115.00 $2,300.001 13 3331.1104 12" TO 12" Pn'E ENLARGEMENT 3� 31 23 IF 347 $145.00 $50,315.00 1 14 3312.0108 CONNECTION TO EXISTING 24" WATER 33 1225 EA 1 $12,500.00 $12,600.001 15 3312.0109 CONNECTION TO EXISTING 30" WATER MAIN %' 33 12 25 EA 1 $15,500.001 $15,500.00 1 16 3312.0117 CONNECTION TO EXISTING 4"-12" WATER MAIN \ - 33 1225 EA 20 $2,500.001 $50,000.00 1 17 3312.3009 30" GATE VALVE W/ VAULT i 33 1220 EA 5 $125,000.001 $625,000.00 1 18 3312.3005 12" GATE VALVE �. �- 33 1220 EA 26 $4,000.001 $104,000.00 19 3312.3004 10" GATE VALVE 33 1220 EA 1 1 $3,800.001 $3,800.001 20 3312.3003 8" GATE VALVE 33 12 20 1 EA 1 10 1 $2.200.001 $22,000.001 21 3312.3002 6" GATE VALVE 33 12 20 1 EA 1 14 1 $1,800.001 $25,200.00 1 22 3312.3001 14" GATE VALVE 1 \ 33 1220 _ _ EA- 11 _ 1 1 $1,800.001 $1,800.001 23 3312.0001 1FIREHYDRANT 1 31240 1 EA 1 7 1 $5,500.001 $38,500.00� 24 3312.1006 13" COMBINATION AIR RELEASE VALVE 3 12 30 1 . EA 1 - 1 1 $55,000.001 $55,000.00 25 3312.6002 16" BLOWOFF VALVE 33 1 60 1 EA 1 _ 1 I $25.000.001 $26,000.001 26 3312.6003 18" BLOW OFF VALVE 1 3312" 1 EA 1 3 1 $35,000.001 $105,000.001 27 3305.0003 18" WATER LINE LOWERING 1 34 71 13 1_ EA_ $8,500.001 $51-000.001 28 1 3305.0103 1EXPLORATORY EXCAVATION 1 33 05 30 \ I EA 1 20 I $1,500.001 $30,000.001 29 1 3305.1004 124" CASING BY OPEN CUT 1 33 05 22 \ I LF 1 120 I $500.001 $90,000.00 30 1 3305.1104 124" CASING BY OTHER THAN/,,OPEN CUT 1 33 05 22 \ 1 LF 1 53 1 $1,500.001 $79,500.001 31 1 3312.2001 11" WATER SERVICE, METE,RRECONNECTION 1 331210 _ EA 1 _43 _ 1 $1,000.001 $43,000.001 32 1 3312.2003 11" WATER SERVICE 1 33 1210 1 1 43 1 $2,000.001 $86,000.00 33 ( 3312.2101 111/2"WATER SERVICr METER RECONNECTION 1 331210 1 4 1 $1,000.001 $4,000.00 34 1 3312.2103 11 1/2" WATER SER^^V,,;I E 1 33 12 10 EA 4 I $2,500.001 $10,000.00 35 1 3312.2201 12" WATER SERVICi, METER RECONNECTION 1 33 12 10 EA 16 I $1,000.001 $16,000.001 36 1331 9.0 03 I P WATER AT S� �, METER RECONNECTION - ON 12" 1 33 12 10 1 EA 1 16 1 $2,750.001 $44.000.00 37 Ij 9999.005 331210 I I 7 I $2,500.001 $17,500.00 38 1 241.01 1REMO IDEWALK 1 024113 1 - SF f 25 $6.001 $150.00 39 1 241.0401 1REMOCONCRETE DRIVE 024113 1 SF 1 604 1 \ $6.001 $3,624.OD� 40 1 241.1001 1 WA R LINE GROUTING 1 0241 14 1 CY 1 193 1 $250.001 $48.250.001 41 1 241.1118 14"42" PRESSURE PLUG 1 0241 14 1 EA 1 I 1 $1, 00.001 $1,000.00 42 1 241.1209 114" WATER ABANDONMENT PLUG 1 0241 14 1 EA 4 1 $2,50Q.001 $10,000.00 43 1 241.1218,' 14"-12" WATER ABANDONMENT PLUG 0241 14 1 EA I 8 1 $1,500.1Q $12,000.00 44 i 241. REMOVE CONC CURB & GUTTER 1 0241 15 1 LF 393 $16.001\ $6,288.00 45 1 24 f001 1REMOVE 4" GATE VALVE I 0241 14 1 EA 1 3 1 $200.00, \ $600.00 46 1 241.1302 1REMOVE 6' GATE VALVE I 0241 14 1 EA 1 13 1 $200.00, J2,600.00 47 1. - 241.1303 1REMOVE 8" GATE VALVE 0241 14 1 EA 1 2 1 $500.001 k000.00 48 241.1304 1REMOVE 10" GATE VALVE 1 0241 141 EA 1 5 1 $500.001 $2,*.00 241.1305 1RFMOVE 12" GATE VALVE 1 0241 14 1 EA 1 11 1 $1,000.001 $11,00 0 50 1 241.1354 1SALVAGE 24" WATER VALVE 1 0241 14 1 EA 1 2 1 $3,000.001 $6,000 � - ADDENDUM #3 WATER AND SANITARY SEWER RFPIACEbUNT CITY OF FORT WORTH CONTRACT 2021, WSJa-C STANDARD CONSTRUC MN SPECF`CAMN DOCUaffidTS CITY PROJECT NO. 103500 *vi4a Rd 950/2021 00 42 43 Pmpm41 Fwm- xddmdamn 3.xux NOT W 711 I S CoMTKAC- SECTION 00 42 43 PROPOSAL FORM UNIT PRICE BID Bidder's Application \ Project Item Information Bidders Proposal 51 241.14 REMOVE CONC VALLEY GUTTER 1 0241 15 SY 94 $45.00 230.00 1 52 1.151 SALVAG'r1 0241 14 EA 6 $1,500.00 $9,000.001 Part I - CO CT 021, mt 1 Water Improvements Item itiSiUnit of Bid Unit Pri No. Bidlist Item Description Specification Section N on econ o. Measure Quantitycey Bid Value 53 241.1512 VAGE V WATER METER 0241 14 EA 3 *00.00 $600.001 54 241.1513 SALVAGE 1 1/2" WATER METER 0241 14 EA 2 y- $200.00 $400.00 55 241.1514 'SALVAGE 2" WATER METER 0241 14 EA 50 $200.00 $10,000,00 56 241.1602 REMOVE'GONCRETE WATER VAULT 0241 14 EA 5 ,.." $2,500.00 $12.500.001 57 3201.0111 4' WIDE ASP PVMT REPAIR, RESIDENTIAL 3201 17 LF o $65.00 $1,040.001 58 3201.015 ASPHALT PVM PAIR, WATER SERVICE 3201 17 LF 419 (TEMPORARY) $50.00 $20,950.001 59 3201.04 TEMPORARY ASP PAVING REPAIR (2" HMAC ON 6" 3201 18 7358 FLEXBASE) - 4' WIDE \ - / $32.00 $235.456.001 60 3201.04 TEMPORARY ASPHALT PANG REPAIR (2" HMAC ON 6" 32 01 18 LF 3465 FLEXBASE) -T WIDE $35.00 $121,275.00 61 3201.04 TEMPORARY ASPHALT PAVING PAIR (2" HMAC ON 6" 3201 18 SY 415 FLEXBASE) - EXTRA WIDTH $35.00 $14.525.00 62 3201.0614 CONC PVMT REPAIR, RESIDENTIAL \ 32 01,29 SY 56 $125.00 $7,000.00 63 3213.0301 4" CONC SIDEWALK 32i3 20 SF 25 $15.00 $375.001 11" PAVEMENT PULVERIZATION - RIDGE"-V ` STREET, 024115 SY 4145 64 241.17 EDGEHILLROAD $12,50 $51,812,50 65 3212.0303 3" ASPHALT PVMT TYPE D - RIDGEWAY STREET, 3212 16 SY 4145 EDGEHILL ROAD $30.00 $124,350.00 /SY) - RIDGEWAY STREET, 66 9999.0004 EDGEHILL ROAD i 9999.0004 TN 1 67 1 $525.001 $35,175.00 67 3213.0401 6" CONCRETE DRIVEWAY \ 32 13 20 SF 1 264 1 $20.001 $5,280.001 68 3213.0403 8" CONCRETE DRIVEWAY 32 13 20 SF 1 340 1 $25.001 $8,500.001 69 3216.0101 6' �ONC CURB AND GUTTER I 32 16 13 LF 1 383 1 $55.001 $21,065.001 70 3216.0301 9" ONC VALLEY GUTTER, RESIDENTIAL, i 32 U 13 SY 1 94 1 $175.001 $16,450.001 71 3292.01 BLOCK SOD PLACEMENT 1 32 92 43 SY 1 600 1 $15.001 $9,000.001 72 3304.0002 CATHODIC PROTECTION DESIGN WbR Dip, CONC) ( 33 04 12 LS 1 1 1 $15,000.001 $15,000.00 73 3304.0002 CATHODIC PROTECTION INST > TION (FOR DIP, CONC) I 34 04 12 (LSI 1 I $35,000.00I $35,000.00 74 3304.0101 TEMPORARY WATER SERVICES 1 33 04 30LS I 1 1 $150,000.001 $150,000.00 75 3305.0109 TRENCH SAFETY 1 33 05 10 1 ._\U 1 11156 1 $1.001 $11,156.00 76 1 3217.0102 16" SLD PVMT HAS (1� 1 32 17 23 1 I.Y, 1 320 1 $5.001 $1,600.00 77 1 3217.0201 18" SLD PVMT HAS (W) 1 32 17 23 1 LF ,, � 100 1 $5.001 $500.00 78 1 3217.2103 IREFI.RAISED RTYII-A-A I 321723 1 EA 1 ,�9 1 $15.001 $135.00 79 1 3217.2104 1REFLRAISEIY=ER TY H-C-R 1 32 1723 1 EA 1 1 $15.001 $90.00 80 1 3217.0501 124" SLF PVMT MARKING HAE (W) 1 32 17 23 1 LF 1 22 aI $15.001 $330.00 81 1 171.0101 ICON§PrUCTION STAKING 1 01 71 23 1 LS 1 1 1\$20,000.001 $20,000.00 82 171.0102 1AS JBUILT SURVEY (RED -LINE SURVEY) I 01 71 23 1 LS I 1 1 5,000.001 $15.000.001 83 1 3125.0101 $WPPP> 1 ACRE 1 31 25 00 1 LS I 1 1 2 00.001 $25,000.001 84 1 3471.0003 TRAFFIC CONTROL DETAILS - PREPARATION 1 3471 13 1 EA 1 1 I $5,01&001 $5,000.001 85 1 3471.0 TRAFFIC CONTROL - INSTALL AND MAINTAIN I 34 71 13 1 MO 1 5 i $10,500 $52,500.001 86 1 F PORTABLE MESSAGE SIGN I 34 71 13 1 WK 1 10 1 2500 1 \ $25,000.00 87 1.000l 1REMOVE AND SALVAGE 24" BLOW OFF I 02 41 14 1 EA 1 2 1 $3,500.001 \$7,000.00 88 J .0002 REMOVE OLD METER BOXES 1 0241 14 EA 1 26 1 $50.001 300.00 89' 1 999%0003 1CONSTRUCTIONALL.OWANCE 1 007211 LS I 1 1 $150.000-001 $150, .001 / Part i - Sub -Total Unit I - Water Improvements $ $7.276,491. MY OF FORT WORTH STANDARD CONSTRUCTION SPEC*TCATION DOCUBMI IS Reviled 9M2021 ADDENDUM #3 WATER AND SANITARY SEWER REPLACEMENT CONTRACT 2021, WSM-C MY PROIECT NO. 103500 00 42 43 Praposd F=- addcnd= 3.xlex 004243 U THI��47 IN � J�^\ ( ' � � � � Bm PROPOSAL U N P�p7ofU SECTION 00 42 43 PROPOSALFORM UNIT PRICE BID Bidder's Application Project Item Information I Bidder's Proposal -SC ONTRACT 2021, WSM-C m -anitary Sewer Improvements y� Item d tem Na B1No. Description Specification Section No. Unit of Measure Bid Quantity Price j �4id Value 1 3331.1161, 6"-8" PIPE ENLARGEMENT 33 31 23 LF 1,071 40 1 $42,840.001 2 3331.1101 F-8" PIPE ENLARGEMENT 33 31 23 LF 2,245 125 $280,625.00 3 3331.4115 8" R PIPE 33 11 10,33 31 12,33 3120 IF 614 1 $76,750.00 4 3339.0001 EPO TOLE LINER 33 39 60 VF 81 450 $36,450.00 5 3339.1001 4' MANHO 33 39 10, 33 39 20 EA 2Q ` 6500 $130,000.00 1 6 3339.1002 4' DROP Ho 33 39 10, 33 39 20 EA 1 8500 $8.500.001 7 3339.1001 4' EXTRA DEPTH�OLE 33 39 10, 33 39 20 VF, . 29 350 $10.150.008 0241.2201 RI VE4'SEWOLE 024114 EA 16 1200 $19,200.00� 9 3305.0112 CONCRETE COLLAR 3305 17 EA 21 650 $13,650.00 10 3331.1201 SERVICE REINSTATEMENT, ENLARGEMENT, 333123 EA 26 1650 INCLUDING 4" 2-WAY CLEAN O $42,900.001 11 3301.0101 MANHOLE VACUUM TESTING \ 33 Ol 30 EA 21 150 $3,150.00 12 3331.3101 4" SEWER SERVICE 3331 50 EA 8 1500 $12,000.00 13 0241.0100 REMOVE SIDEWALK : 02 41 13 SF 250 6 $1,500.00 14 0241.1300 REMOVE CONC CURB & GUTTER 0241 15 IT 159 10.5 $1,669.50 15 0241.1400 REMOVE CONC VALLEY GUTTER \ 0241 15 SY 55 25 $1,375.00 16 0241.2001 SANITARY LINE GROUTING 0241 14 CY 1 250 $250.00 17 0241.2012 REMOVE 6" SEWER LINE 0241 14 LF 153 15 $2,295.00 18 3201.0112 5' WIDE ASPHALT PVMT REPAIR, RESIDENTIAL' \ 3201 17 LF 1 10 65 $6%00 19 3201.0150 ASPHALT PVMT REPAIR, SEWER SERVICE,- '32 Ol 17 IF 1 160 165 1 $10,400.00 TEMPORARY ASPHALT PAVING REPA,4L,0' HMAC ON 6" 20 3201.0400 FLEXBASE) 32 011i LF 713 30 $3,75 1 21 3213.0301 14" CONC SIDEWALK 32 1320 � ,_ � SF � 250 � 15 � ,0.00 $ 0.00 1 22 3216.0101 16" CONC CURB AND GUTTER " 32 16 13 \ �� LF 1 159 155 1 $8,745.001 23 ( 3216.0301 19" CONC VALLEY GUTTER, RESIDENTIAL 32 16 13 �\SY 1 55 1150 1 $8,250.001 24 1 3292.0100 [BLOCK SOD PLACEMENT 3292 13 1 , 9Y 1 285 115 I $4,275.001 25 1 3301.0001 1PRCCTV INSPEOON E- 33 01 31 1 LF\ 3,316 18 $26,528.001 26 1 3301.0002 'POST -CCTV ECTION 33 01 31 1 LF 30 f5 $19,650.001 27 ( 3305.0109 TRENCH ETY 330510 1 LF 1 61 ,_ 11 $614.00 28 1 3305.0113 TREN f WATER STOPS 3305 16 1 EA 1 7 'W222O���O,,,,,, 1 $10,500.00 29 1 3471.0003 1TRAFFIC CONTROL DETAILS - PREPARATION 3471 13 EA 1 I15 $1,500.00 1 30 1 3471.0001 JIRAFFIC CONTROL - INSTALL AND MAINTAIN 3471 13 MO 4 110500 $42,000.00 1 31 1 0171.OLOl I CONSTRUCTION STAKING 1 017123 1 LS 1 15000 ,1 $5,000.001 32 1 0171".0102 1AS-BUILT SURVEY 1 01 71 23 1 IS 1 1 13000 V $3,000.001 33 1 "99.0005 I SAG ADJUSTMENT 1 00 72 11 1 IF 1 200 1165 1 i��3,000.001 34,, f 9999.0003 1CON$TRUCTION ALLOWANCE 1 0072 11 1 LS I 1 1 $100,000.001 $100;00y0,.0-01 4 / Part 1- Sub -Total Unit 2 - Sanitary Sewer Improvements $ $982,Sso Ol CRY OFFORT WORTa STANDARD CONSTRUCT83N SPECIFICATION DOCUMENTS Revised 9/30/2021 ADDENDUM #3 WATER AND SANITARY SEWER RPP[ACBM@7f CONTRACT 2021, WSMC CJI'Y PROJECT NO. 103500 00 42 43 Proposal Fonn - adicodu n 3.du 004243 MDT IN 7 J Is 6o/u cr ED page aS14 SECTION 00 42 43 1// I `J r(�` PROPOSALFORM UNIT PRICE BID Bidder's Application Project Item Information Ft 1- CONTRACT 2021, WSM-C Paving Improvements Item No. a Item No. Description 1 017 101 CONSTRUCTION STAKING I 2 0241.OWO REMOVESIDEWALK I 3 0241.0300\ REMOVE ADA RAMP 4 0241.0401 KFMOVE CONCRETE DRIVE 5 0241.0402 REMOVE ASPHALT DRIVE 6 0241.1300 REM0i!J4CONC CURB & GUTTER 7 0241.1400 REMOV9CqNCVALLEY GUTTER Biddees Proposal Specification Section No. Unit of BidMeasure Unit Price Bid Quantity ::1U0/-0-J0 017123 IS 1 10000 $1� 0241 13 SF 2,000 5 /8'10,000.00 0241 13 EA 4 1500 f/' $6,000.00 0241 13 SF 4,000 6.5 $26,000,00 024113 SF 331 5 $1,665,00 0241 15 LF 3,000 8.5 $25,500.001 0241 15 SY 120 25 "' $3,000.00 1 1 8 0241.1700 11" PAVEM T PULVERIZATION 02 41 15 SY 27,000 1Q.75 $290,250.00 9 0241.4001 REMOVE 10'INLET (TOP) 0241 14 EA 1 1500 $1,500.001 10 0241.4001 REMOVE 104 ' C INLET 0241 14 EA Y 2000 $2,000.001 11 0242.4101 REMOVE 10' RECES D INLET 0241 14 EA 2 2000 $4,000.001 12 3212.0303 3" ASPHALT PVMT TYND 3212 16 SY - 27,000 29 $783.000.001 13 9999.0004 8" CEM LINE ((a, 32LB/SY) , 9999.0004 440 525 $231,000.001 14 3123.0101 UNCLASSIFIED STREET EXCAVATION 3123 16 TN , Y 500 55 $27,500.001 15 3213.0301 4" CONC SIDEWALK \, 32 13 20 SF 2,000 15 $30,000.001 16 3213.0401 6" CONCRETE DRIVEWAY 32 1320 SF 2,500 20 $50,000.001 1 17 3213.0403 8" CONCRETE DRIVEWAY `, 32 13 20 SF 2,000 25 $50,000,00� I 18 3213.0501 BARRIER FREE RAMP, TYPE R-I (MODI'Fj�ED) 32 13 20 EA 4 4000 $16,000.00 1 19 3213.0506 BARRIER FREE RAMP, TYPE P-1 (MODIFIED) 32 13 20 EA 1 12500 a $2,500.001 1 20 3216.0101 6" CONC CURB & GUTTER `� 32,1613 LF 3,000 155 I $165,000.00 I 1 21 3216.0302 INSTALL NEW 7" CONCRETE VALLEY GUTTER \ 32 16 13 SY 120 1125 I $15,000.001 22 3217.0101 6" SLD PVMT MARKING HAS (W) ` 32 17 23 LF 200 15 I $1,000.00I 23 3217.0102 6" SLD PVMT MARKING HAS (Y) \ 32 1723 LF ! 200 15 1 $1,000.001 1 24 3217.1002 LANE LEGEND ARROW \` ` 32 17 23 EA I 8 1750 1 $6,000.001 1 25 3217.1004 LANE LEGEND ONLY \ 32 17 23 EA + 8 1750 I $6,000.001 26 3217.0111 27 3217.0114 1 28 3217.0201 1 29 3217.2103 30 3217.2104 1 31 1 3217.0401 I 32 I 3217.0403 33 3217.0504 I 34 13217.5001 I 35 13291.0100 36 3292.0100 1 37 1 3305.0107 1 38 1 3305.0108 39 3305.0111 1 40 1 3349.5001 i 41 13349.5001 1 42 3349.6j101 1 43 347J.003 1 44 _1.0001 1 45 3471.0002 4 1 9999.0005 PREFORMED THERMOPLASTIC CONTRAST MARKINGS - \ \ 32 17 23 LF I 800 15 I $4,000.00 PREFORMED CONTRAST MARKINGS - 32�7 23 IF I 7,500 5 I 6' DASHED mHERMOPLASTIC $37,500.00 8" SLD PVMT MARKING HAS (W) 32 17 ,Q LF 1 800 110 1 $8,000.00 REFL RAISED MARKER TY H-A-A 32 17 23 EA 1 42 115 $630.00 1 REFL RAISED MARKER TY II-C-R I 32 17 23 \ EA 1 30 115 1 $450.00 118" SLD PVMT MARKING HAE 1 , 32 1723 LF I 100 115 1 $1.500.00 118" SLD PVMT MARKING H I 32 17 23 LF I 35 115 $525.00 IPREFORMED4THERMOP IC CONTRAST MARKING - I 32 17 23 \ IF 120 I20 i $2,400.00 ICURBADDRESS PAARS PING I 321725 1 EA\1 15 1100 I $1,500.00 TOPSOIL 1 3291 19 I CY 20 175 I $1,500.00 [BLOCK SOD RFAACEMENT I 3292 13 I SY 1 0 115 1 $12,000.001 1MANH0 JUSTMENT WITH CONCRETE COLLAR 1 3305 14 I EA 1 3' 11850 1 $55,500.001 1UTILITY JUSTMENT (IRRIGATION ADJUSTMENTS) I 3305 14 I LS I 1 '000 I $15,000.001 ��OAT R ALVE BOX ADJUSTMENT WITH CONCRETE 3305 14 EA 50 50 $25,000.00 W CURB INLET 1 33 49 20 1 EA 1 1 4500 A, 1 $4,500.00 ?1 110" CURB INLET (TOP) 33 49 20 1 EA 1 12000 1 $2,000.00 110" RECESSED INLET 33 49 20 1 EA 2 16500 't $13.000.00 ITRAFFIC CONTROL DETAILS - PREPARATION 1 3471 13 1 EA 1 11500 1 �� $1,500.001 ITRAFFIC CONTROL - INSTALL AND MAINTAIN 1 3471 13 1 MO 1 4 110500 1 2,000.00I I PORTABLE MESSAGE SIGN 1 347113 1 WK I 4 1 1500 1 2S,()00.00� WAVING CONSFtUCTION ALLOWANCE 1 00 72 11 1 LS I 1 I $100,000.00 1 $100,(0N 00 Part 1- Sub -Total Unit 3 - Paving Improvements $ S2,098,410160t CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS ReA d9/302021 ADDENDUM #3 WATER AND SANITARY SEWER REPLACEMENT CONTRACT 2021, WSM-C CITY MOIECTNO. 1033DO 0042 43 Pmp-I Form - add.&-3abx 00 42 43 BID PROPOSAL Page 10 of 14 SECTION 00 42 43 PROPOSAL FORM UNIT PRICE BID Bidder's Application Project Item Infomlation I Biddees Roposal SECTION 00 42 43 PROPOSAL FORM SUMMARY OF BIDS Bidder's Application k"' r / &I 7H 1 S Part 1 - Sub-Tntal UuitJ - water Improvements $7,276,49150 Part 1 - Sub -Total Unit 2 - Sanita Sewer_Improvements -- $982,55650 Part 1 - Sub -Total U - avTng�mprovements $2,098,410.00 Total Bid - Part 1: $ _- YAlt7' 2 .. Camp Bowie Water Improvements L_O5.00 1 •1 � $11,637,663.001 * The Cityreserves the right to award the contract(s) to the responsive low bidders of Parts I and 2 combined (Total Bid (Part 1 +part2)), or to the responsive low bidder of either Total 1 or Total 2. Bidders must submit bids for both Parts 1 and 2. Failure to submit on both parts may result in rejection of bid as non -responsive. In the event individual contracts are awarded for Part 1 and Part 2, the MAYBE goal shall be 14% for each part. END OF SECTION ADDENDUM #3 CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised 9/302021 WATER AND SANITARY SEWER REPLACEMENT CONTRACT 2021, WSM-C CITY PROJECT NO. 103500 00 42 43 Pmpoul Form - addwd= 3.xlsx 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 000515-1 ADDENDA Page 1 of 1 SECTION 00 05 15 ADDENDA [Assembler: For Contract Document execution, remove this page and replace with any addenda issued during bidding.] END OF SECTION CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 Water and Sanitary Sewer Replacement CONTRACT 2021, WSM-C CITY PROJECT NO. 103500 0011 13 INVITATION TO BIDDERS Page] of 3 SECTION 00 11 13 INVITATION TO BIDDERS Sealed bids for the construction of WATER AND SANITARY SEWER REPLACEMENT CONTRACT 2021. WSM-C. Citv Proiect No. 103500, ("Project") will be received by the City of Fort Worth Purchasing Office until 1:30 P.M. CST, Thursday January 11th 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. GENERAL DESCRIPTION OF WORK The major work will consist of the (approximate) following: UNIT 1: Water Imnrovements: 3850 LF 30-Inch Water Line by Open Cut 6430 LF 12-Inch Water Line by Open Cut 930 LF of 8-Inch Water Line By Open Cut 61 Water Services (2-Inch and Under) 4,145 SY of asphalt pavement (POL) 380 LF of concrete curb and gutter 600 SF of concrete driveway UNIT 2: Sanitary Sewer Imnrovements: 1,080 LF of 6-inch-to-8-inch sanitary sewer pipe by pipe enlargement 2,345 LF of 8-inch-to-8-inch sanitary sewer pipe by pipe enlargement 615 LF 8-inch sanitary sewer by open cut 21 EA 4-foot sanitary sewer manholes 26 EA Service Reinstatement 8 EA Sanitary Sewer Services UNIT 3: Pavin¢ Imnrovements: 26,850 SY of asphalt pavement (POL) 258 LF of concrete curb and gutter 2,125 SF of concrete driveway 3 10-Foot Inlets Pavement Markings PREQUALIFICATION CITY OF FORT WORTH Water and Sanitary Sewer Replacement STANDARD CONSTRUCTION SPECIFICATION DOCUMENT CONTRACT 2021, WSM-C Revised 7/19/2021 CITY PROJECT NO. 103500 0011 13 INVITATION TO BIDDERS Page 2 of 3 Part 2: Camp Bowie Water Replacements 740 LF of 36-inch Water Line by Open Cut 166 LF of 54" Steel Casing or 60" Tunnel Liner Plate by Other than Open Cut 85 SY of Brick Pavement Repair 115 LF Temporary Asphalt Paving Repair 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 littD://www.fortworthtexas.Qov/Durcliasina/ 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 Documents folder L nk: htti)s://docs.b360.autodesk.com/shares/5fOl 16bc-7dbl-4709-b084-fb892b3df8d8 Addendum folder link: httDs://docs.b360.autodesk.com/shares/c9e6O821-e6a5-4a5e-a6d7-75d1451 b4b8e Copies of the Bidding and Contract Documents may be purchased from Dunaway Associates, L.L.C. Email Bryan Sherrieb, BSherrieb@dunaway.com to make arrangements to pick up plans. Plans will be available at 550 Bailey Avenue, Suite 400, Fort Worth, TX 76107—Cost for the Bidding and Contract Documents is: $100.00 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/purclasing/ PREBID CONFERENCES — Web Conference A prebid conference will be held as discussed in Section 00 21 13 - INSTRUCTIONS TO BIDDERS at the following date, and time via a web conferencing application: DATE: 12/ 18/23 TIME: 9:00 AM Invitations with links to the web conferencing application will be distributed directly to those who have submitted an Expression of Interest. A SECOND prebid conference will be held as discussed in Section 00 21 13 - INSTRUCTIONS TO BIDDERS at the following date, and time via a web conferencing application: CITY OF FORT WORTH Water and Sanitary Sewer Replacement STANDARD CONSTRUCTION SPECIFICATION DOCUMENT CONTRACT 2021, WSM-C Revised 7/19/2021 CITY PROJECT NO. 103500 0011 13 INVITATION TO BIDDERS Page 3 of 3 DATE: 01/04/2024 TIME: 9:00 AM Invitations with links to the web conferencing application will be distributed directly to those who have submitted an Expression of Interest. If a prebid conference is held, the presentation and any questions and answers provided at the prebid conference will be issued as an Addendum to the call for bids. If a prebid conference is not being held, prospective bidders 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. INQUIRIES All inquiries relative to this procurement should be addressed to the following: PART 1: Attn: Dena Johnson, P.E., City of Fort Worth Email: Dena.Johnson@FortWorthTexas.gov Phone: (817) 392-7866 AND/OR Attn: Bryan Sherrieb, Dunaway Associates L.L.C. Email: BSherrieb@dunaway.com Phone: (817) 632-4711 Part B, Unit 4: Preety KC, P.E., City of Fort Worth Preeti.KC@fortworthtexas.gov 817-392-5467 and/or Shelby Warchesik, Kimley-Horn and Associates, Inc. shelby.warchesik@kimley-horn.com 817-769-6151 ADVERTISEMENT DATES November 30, 2023 December 7, 2023 END OF SECTION CITY OF FORT WORTH Water and Sanitary Sewer Replacement STANDARD CONSTRUCTION SPECIFICATION DOCUMENT CONTRACT 2021, WSM-C Revised 7/19/2021 CITY PROJECT NO. 103500 0021 13 INSTRUCTIONS TO BIDDERS SECTION 00 21 13 INSTRUCTIONS TO BIDDERS 1. Defined Terms Page 1 of 10 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: httDs:Haoos. fortworthtexas.2ov/Proi ectResources/ 3.1.1. Paving — Requirements document located at: CITY OF FORT WORTH Water and Sanitary Sewer Replacement STANDARD CONSTRUCTION SPECIFICATION DOCUMENT CONTRACT 2021, WSM-C Revised/Updated Novembcr 2, 2021 CITY PROJECT NO. 103500 0021 13 INSTRUCTIONS TO BIDDERS Page 2 of 10 https://ai)os.fortworthtexas. Rov/ProiectResources/ResourcesP/02%20- %20Consti-uction%2ODocuments/Contractor%2OPreaualification/TPW%2OPavin�z %20Contractor%2OPrea ualification%2OPro2ram/PREOUALIFICATION%20REO UIREMENTS%20FOR%20PAVING%2000NTRACTORS.odf 3.1.2. Roadway and Pedestrian Lighting — Requirements document located at: https: //aD D s. fortworthtexas. Rov/Pro i ectReso urcesiResource sP/02%20- %20Construction%2ODocuments/Contractor%2OPre(ivalification/TPW%2ORoadwa v%20and%2OPedestrian%2OLi ahtinrr%2OPreQualification%2OPro2ram/STREET% 20LIGHT%20PRE0UAL%20REQMNTS. Ddf 3.1.3. Water and Sanitary Sewer — Requirements document located at: https://apes. fortwoi-thtexas.2ov/ProiectResources/ResourcesP/02%20- %20Construction%2ODocuments/Contractor%2OPreciualification/Water%20and%2 OSanitarv%2OSewer%2OContractor%2OPrequali fication%20Prof4ram/W S S%201)re aual%20reauirements.ndf 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 Water and Sanitary Sewer Replacement STANDARD CONSTRUCTION SPECIFICATION DOCUMENT CONTRACT 2021, WSM-C Revised/Updated November 2, 2021 CITY PROJECT NO. 103500 0021 13 INSTRUCTIONS TO BIDDERS Page 3 of 10 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. Is advised that, City, in accordance with Title VI of the Civil Rights Act of 1964, 78 Stat. 252, 42 U.S.C. 2000d to 2000d-4 and Title 49, Code of Federal Regulations, Department of Transportation, Subtitle A, Office of the Secretary, Part 21, Nondiscrimination in Federally -assisted programs of the Department of Transportation issued pursuant to such Act, hereby notifies all bidders that it will affirmatively insure that in any contract entered into pursuant to this advertisement, minority business enterprises will be afforded full opportunity to submit bids in response to this invitation and will not be discriminated against on the grounds of race, color, or national origin in consideration of award. 4.1.5. Shall study all: (i) reports of explorations and tests of subsurface conditions at or contiguous to the Site and all drawings of physical conditions relating to existing surface or subsurface structures at the Site (except Underground Facilities) that have been identified in the Contract Documents as containing reliable "technical data" and (ii) reports and drawings of Hazardous Environmental Conditions, if any, at the Site that have been identified in the Contract Documents as containing reliable "technical data." 4.1.6. Is advised that the Contract Documents on file with the City shall constitute all of the information which the City will furnish. All additional information and data which the City will supply after promulgation of the formal Contract Documents shall be issued in the form of written addenda and shall become part of the Contract Documents just as though such addenda were actually written into the original Contract Documents. No information given by the City other than that contained in the Contract Documents and officially promulgated addenda thereto, shall be binding upon the City. 4.1.7. Should perform independent research, investigations, tests, borings, and such other means as may be necessary to gain a complete knowledge of the conditions which will be encountered during the construction of the project. For projects with restricted access, upon request, City may provide each Bidder access to the site to conduct such examinations, investigations, explorations, tests and studies as each Bidder deems necessary for submission of a Bid. Bidder must fill all holes and clean up and restore the site to its former conditions upon completion of such explorations, investigations, tests and studies. CITY OF FORT WORTH Water and Sanitary Sewer Replacement STANDARD CONSTRUCTION SPECIFICATION DOCUMENT CONTRACT 2021, WSM-C Revised/Updated November 2, 2021 CITY PROJECT NO. 103500 0021 13 INSTRUCTIONS TO BIDDERS Page 4 of 10 4.1.8. Shall determine the difficulties of the Work and all attending circumstances affecting the cost of doing the Work, time required for its completion, and obtain all information required to make a proposal. Bidders shall rely exclusively and solely upon their own estimates, investigation, research, tests, explorations, and other data which are necessary for full and complete information upon which the proposal is to be based. It is understood that the submission of a proposal or bid is prima -facie evidence that the Bidder has made the investigations, examinations and tests herein required. 4.1.9. Shall promptly notify City of all conflicts, errors, ambiguities or discrepancies in or between the Contract Documents and such other related documents. The Contractor shall not take advantage of any gross error or omission in the Contract Documents, and the City shall be permitted to make such corrections or interpretations as may be deemed necessary for fulfillment of the intent of the Contract Documents. 4.2. Reference is made to Section 00 73 00 — Supplementary Conditions for identification of: 4.2.1. those reports of explorations and tests of subsurface conditions at or contiguous to the site which have been utilized by City in preparation of the Contract Documents. The logs of Soil Borings, if any, on the plans are for general information only. Neither the City nor the Engineer guarantee that the data shown is representative of conditions which actually exist. 4.2.2. those drawings of physical conditions in or relating to existing surface and subsurface structures (except Underground Facilities) which are at or contiguous to the site that have been utilized by City in preparation of the Contract Documents. 4.2.3. copies of such reports and drawings will be made available by City to any Bidder on request. Those reports and drawings may not be part of the Contract Documents, but the "technical data" contained therein upon which Bidder is entitled to rely as provided in Paragraph 4.02. of the General Conditions has been identified and established in Paragraph SC 4.02 of the Supplementary Conditions. Bidder is responsible for any interpretation or conclusion drawn from any "technical data" or any other data, interpretations, opinions or information. 4.2.4. Standard insurance requirements, coverages and limits. 4.3. The submission of a Bid will constitute an incontrovertible representation by Bidder: (i) that Bidder has complied with every requirement of this Paragraph 4, (ii) that without exception the Bid is premised upon performing and furnishing the Work required by the Contract Documents and applying the specific means, methods, techniques, sequences or procedures of construction (if any) that may be shown or indicated or expressly required by the Contract Documents, (iii) that Bidder has given City written notice of all conflicts, errors, ambiguities and discrepancies in the Contract Documents and the written resolutions thereof by City are acceptable to Bidder, and when said conflicts, etc., have not been resolved through the interpretations by City as described in Paragraph 6., and (iv) that the Contract Documents are generally sufficient to indicate and convey understanding of all terms and conditions for performing and furnishing the Work. CITY OF FORT WORTH Water and Sanitary Sewer Replacement STANDARD CONSTRUCTION SPECIFICATION DOCUMENT CONTRACT 2021, WSM-C Revised/Updated November 2, 2021 CITY PROJECT NO. 103500 0021 13 INSTRUCTIONS TO BIDDERS Page 5 of 10 4.4. The provisions of this Paragraph 4, inclusive, do not apply to Asbestos, Polychlorinated biphenyls (PCBs), Petroleum, Hazardous Waste or Radioactive Material covered by Paragraph 4.06. of the General Conditions, unless specifically identified in the Contract Documents. 5. Availability of Lands for Work, Etc. 5.1. The lands upon which the Work is to be performed, rights -of -way and easements for access thereto and other lands designated for use by Contractor in performing the Work are identified in the Contract Documents. All additional lands and access thereto required for temporary construction facilities, construction equipment or storage of materials and equipment to be incorporated in the Work are to be obtained and paid for by Contractor. Easements for permanent structures or permanent changes in existing facilities are to be obtained and paid for by City unless otherwise provided in the Contract Documents. 5.2.Outstanding right-of-way, easements, and/or permits to be acquired by the City are listed in Paragraph SC 4.01 of the Supplementary Conditions. In the event the necessary right- of-way, easements, and/or permits are not obtained, the City reserves the right to cancel the award of contract at any time before the Bidder begins any construction work on the project. 5.3. The Bidder shall be prepared to commence construction without all executed right-of- way, easements, and/or permits, and shall submit a schedule to the City of how construction will proceed in the other areas of the project that do not require permits and/or easements. 6. Interpretations and Addenda 6.1. All questions about the meaning or intent of the Bidding Documents are to be directed to City 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: Dena Johnson, P.E., City of Fort Worth Email: Dena.Johnson@FortWorthTexas.gov Phone: (817) 392-7866 6.2. Addenda may also be issued to modify the Bidding Documents as deemed advisable by City. CITY OF FORT WORTH Water and Sanitary Sewer Replacement STANDARD CONSTRUCTION SPECIFICATION DOCUMENT CONTRACT 2021, WSM-C Revised/Updated November 2, 2021 CITY PROJECT NO. 103500 0021 13 INSTRUCTIONS TO BIDDERS Page 6 of 10 6.3. Addenda or clarifications may be posted via the City's electronic document management and collaboration system at <Insert Link to Documents>. 6.4. A prebid conference may be held at the time and place indicated in the Advertisement or INVITATION TO BIDDERS. Representatives of City will be present to discuss the Project. Bidders are encouraged to attend and participate in the conference. City will transmit to all prospective Bidders of record such Addenda as City considers necessary in response to questions arising at the conference. Oral statements may not be relied upon and will not be binding or legally effective. 7. Bid Security 7.1. Each Bid must be accompanied by a Bid Bond made payable to City in an amount of five (5) percent of Bidder's maximum Bid price, on the form attached or equivalent, issued by a surety meeting the requirements of Paragraph 5.01 of the General Conditions. 7.2. The Bid Bonds provided by a Bidder will be retained until the conditions of the Notice of Award have been satisfied. If the Successful Bidder fails to execute and return the Contract Documents within 14 days after the Notice of Award conveying same, City may consider Bidder to be in default, rescind the Notice of Award and act on the Bid Bond. Such action shall be City's exclusive remedy in the event Bidder is deemed to have defaulted. 8. Contract Times The number of days within which, or the dates by which, Milestones are to be achieved in accordance with the General Requirements and the Work is to be completed and ready for Final Acceptance is set forth in the Agreement or incorporated therein by reference to the attached Bid Form. 9. Liquidated Damages Provisions for liquidated damages are set forth in the Agreement. 10. Substitute and "Or -Equal" Items The Contract, if awarded, will be on the basis of materials and equipment described in the Bidding Documents without consideration of possible substitute or "or -equal" items. Whenever it is indicated or specified in the Bidding Documents that a "substitute" or "or - equal" item of material or equipment may be furnished or used by Contractor if acceptable to City, application for such acceptance will not be considered by City until after the Effective Date of the Agreement. The procedure for submission of any such application by Contractor and consideration by City is set forth in Paragraphs 6.05A., 6.05B. and 6.05C. of the General Conditions and is supplemented in Section 0125 00 of the General Requirements. 11. Subcontractors, Suppliers and Others 11.1. In accordance with the City's 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. CITY OF FORT WORTH Water and Sanitary Sewer Replacement STANDARD CONSTRUCTION SPECIFICATION DOCUMENT CONTRACT 2021, WSM-C Revised/Updated November 2, 2021 CITY PROJECT NO. 103500 0021 13 INSTRUCTIONS TO BIDDERS Page 7 of 10 Business Equity Ordinance No.25165-10-2021, as amended (replacing Ordinance No. 24534-11-2020), codified at: httos://codelibrarv.amleaal.com/codes/ftworth/latest/ftworth tx/0-0-0-22593 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 maybe 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 Water and Sanitary Sewer Replacement STANDARD CONSTRUCTION SPECIFICATION DOCUMENT CONTRACT 2021, WSM-C Revised/Updated November 2, 2021 CITY PROJECT NO. 103500 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 Water and Sanitary Sewer Replacement STANDARD CONSTRUCTION SPECIFICATION DOCUMENT CONTRACT 2021, WSM-C Revised/Updated November 2, 2021 CITY PROJECT NO. 103500 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 httl)s://www.ethics.state.tx.us/data/forms/1295/1295.Ddf 17.8. Failure or refusal to comply with the requirements may result in rejection of Bid. 18. Signing of Agreement CITY OF FORT WORTH Water and Sanitary Sewer Replacement STANDARD CONSTRUCTION SPECIFICATION DOCUMENT CONTRACT 2021, WSM-C Revised/Updated November 2, 2021 CITY PROJECT NO. 103500 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 Water and Sanitary Sewer Replacement STANDARD CONSTRUCTION SPECIFICATION DOCUMENT CONTRACT 2021, WSM-C Revised/Updated November 2, 2021 CITY PROJECT NO. 103500 00 35 13 CONFLICT OF INTEREST STATEMENT Page 1 of 14 SECTION 00 35 13 CONFLICT OF INTEREST STATEMENT Each bidder, offeror or respondent to a City of Fort Worth procurement is required to complete a Conflict of Interest Questionnaire or certify that one is current and on file with the City Secretary's Office pursuant to state law. If a member of the Fort Worth City Council, any one or more of the City Manager or Assistant City Managers, or an agent of the City who exercise discretion in the planning, recommending, selecting or contracting with a bidder, offeror or respondent is affiliated with your company, then a Local Government Officer Conflicts Disclosure Statement (CIS) may be required. You are urged to consult with counsel regarding the applicability of these forms and Local Government Code Chapter 176 to your company. The referenced forms may be downloaded from the links provided below. Form CIQ (Conflict of Interest Questionnaire) (state.tx.us) htti)s://www.ethics.state.tx.us/data/forms/conflict/CIS.r)df ❑ CIQ Form does not apply o CIQ Form is on file with City Secretary ❑ CIQ Form is being provided to the City Secretary ❑ CIS Form does not apply o CIS Form is on File with City Secretary ❑ CIS Form is being provided to the City Secretary BIDDER: William J Schultz Inc dba Circle C Construction By: 500 W Trammell Ave Signature: Fort Worth, Texzas 76140 Title: END OF SECTION President CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised February 24, 2020 00 42 43 Proposal Form - addendum 3.xlsx 0041 00 BID FORM Page 2 of 14 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: PART 2: CAMP BOWIE WATER IMPROVEMENTS City Project No.: 105062 Units/Sections: PART 2: CAMP BOWIE WATER IMPROVEMENTS (MONTGOMERRY STREET TO CLIFTON STREET) 1. Enter Into Agreement The undersigned Bidder proposes and agrees, if this Bid is accepted, to enter into an Agreement with City in the form included in the Bidding Documents to perform and furnish all Work as specified or indicated in the Contract Documents for the Bid Price and within the Contract Time indicated in this Bid and in accordance with the other terms and conditions of the Contract Documents. 2. BIDDER Acknowledgements and Certification 2.1. In submitting this Bid, Bidder accepts all of the terms and conditions of the INVITATION TO BIDDERS and INSTRUCTIONS TO BIDDERS, including without limitation those dealing with the disposition of Bid Bond. 2.2. Bidder is aware of all costs to provide the required insurance, will do so pending contract award, and will provide a valid insurance certificate meeting all requirements within 14 days of notification of award. 2.3. Bidder certifies that this Bid is genuine and not made in the interest of or on behalf of any undisclosed individual or entity and is not submitted in conformity with any collusive agreement or rules of any group, association, organization, or corporation. 2.4. Bidder has not directly or indirectly induced or solicited any other Bidder to submit a false or sham Bid. 2.5. Bidder has not solicited or induced any individual or entity to refrain from bidding. 2.6. Bidder has not engaged in corrupt, fraudulent, collusive, or coercive practices in competing for the Contract. For the purposes of this Paragraph: a. "corrupt practice" means the offering, giving, receiving, or soliciting of any thing of value likely to influence the action of a public official in the bidding process. b. "fraudulent practice" means an intentional misrepresentation of facts made (a) to influence the bidding process to the detriment of City (b) to establish Bid prices at artificial non-competitive levels, or (c) to deprive City of the benefits of free and open competition. c. "collusive practice" means a scheme or arrangement between two or more Bidders, with or without the knowledge of City, a purpose of which is to establish Bid prices at artificial, non- competitive levels. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised 9/30/2021 00 42 43 Proposal Form - addendum 3.xlsx 00 41 00 BID FORM Page 3 of 14 d. "coercive practice" means harming or threatening to harm, directly or indirectly, persons or their property to influence their participation in the bidding process or affect the execution of the Contract. 3. Prequalification The Bidder acknowledges that the following work types must be performed only by prequalified contractors and subcontractors: a. Water Transmission, Urban/Renewal, 42-inches and smaller b. Sewer Collection System, Urban/Renewal, 12-inches and smaller c. Sewer Pipe Enlargement, 12-inches and smaller d. Concrete Paving Construction/Reconstruction (less than 15,000 square yards) e. Asphalt Paving Construction/Reconstruction (greater than 15,000 square yards) f. Tunneling - 36-Inches - 60 - lunches, and 350 LF or Less 9• - h. - 4. Time of Completion 4.1. The Work will be complete for Final Acceptance within 0 calendar 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 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised 9/30/2021 00 42 43 Proposal Form - addendum 3.xlsx 00 41 00 BID FORM Page 4 of 14 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 totafiN all of the extended amounts. 6.3. Total Bid 7. Bid Submittal This Bid Is submitted on Respectfully submitt d, ��ll By: (Signature) Teresa S Skelly (Printed Name) Title: President 1 /11 /24 Company: William J Schultz Inc dba Circle C Construction Comp. - Address: 500 W Trammell Ave Fort Worth, TX 76140 State of Incorporation: Texas Email: t.skelly@drdecconstruction.com Phone: 817-293-1863 END OF SECTION #REFI $1.280.205.00 by the entity named below. Receipt Is acknowledged of Uiel following Addenda: Addendum No. 1: Addendum No. 2: Addendum No. 3: Addendum No. 4: Corporate Seal: Initial CRY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised 0/3W021 00 42 43 Proposal Farm • adderdw 3.xlsx 00 42 43 Ba9PROPOSAL Page 5 of 14 SECTION 00 42 43 PROPOSAL FORM UNIT PRICE BID Bidder's Application Project Item Information Bidders Proposal Part I - CONTRACT 2021, WSM-C Unit 1 - Water Improvements TNo.I Bidlist Item No. Description Specification Section No. Unit ° e Q Bid Unit Price Bid Value *la 3311.0751 30" DIP Water* 33 11 10 IF 3562 No Bid No Bids *lb 311.0771 30" Concrete AWWA C303 Water Pipe* 33 11 13 LF 3562 $450.00 $1,602,900.001 *2a 3311.0001 Ductile Iron WaterFittings w/Restraints* 33 11 11 TON 29 No Bid No Bid *2b 3311.0021 C303 Fittings* 33 11 13 IS 1 $425,000.00 $425,000.001 *3a 3311,0744 30" DIP Water (Restrained Joints)* 33 11 10 IF 1195 No Bid No Bid *3b 3311,0774 30" Concrete AW WA C303 Water Pipe (Restrained Joints)* 33 11 13 IF 1195 $525.00 $627.376,001 *4a 9999.0007 30" DIP Water By Other Than Open Cut (No Casing)* 33 11 10 LF 218 No Bid No Bid *4b 9999.0008 30" Concrete AW WA C303 Water Pipe By Other Than Open Cut 33 11 13 LF 218 (No Casing)* $1,850.00 $403,300.00 * Contractor to provide Unit Price/Bid for only one of the pipe material alternatives for Item 1, 2, 3. Do not provide unit price/bid for each alternative 4 3305.1008 48" CASING BY OPEN CUT 33 05 22 LF 60 $850.00 $51,000.00 1 5 3311.0001 DUCTILE IRON WATER FITTINGS W/ RESTRAINT 33 11 11 TON 14 $10,000.00 $140,000.00 1 6 3311.0451 12" DIP WATER 33 11 10 IF 289 $160.00 $46,080.001 7 3311.0461 12" PVC WATER PIPE 33 11 12 IF 6163 $145.00 $893,635.001 8 9999.0006 12" DIP WATER BY OTHER THAN OPEN CUT (NO CASING 33 1110 LF 20 $650.00 $13,000.00 1 9 3311.0361 10" PVC WATER PIPE 33 1112 IF 15 $145.00 $2,175.001 10 3311.0261 8"PVCWATERPIPE 33 11 12 IF 921 $115.00 $105,915.001 11 3311.0161 6" PVC WATER PIPE 33 11 12 LF 266 $115.00 $30,590.001 12 3311.0061 4" PVC WATER PIPE 3311 12 IF 20 $115.00 $2,300.00 13 3331.1104 12" TO 12" PIPE ENLARGEMENT 33 31 23 IF 1 347 1 $145.001 $50,315.00 14 3312.0I08 CONNECTION TO EXISTING 24" WATER MAIN 33 1225 EA 1 1 1 $12,500.001 $12,500.00 15 3312.0109 CONNECTION TO EXISTING 30" WATER MAIN 1 33 1225 EA 1 1 1 $16,500.001 $15,500.00 16 3312.0117 CONNECTION TO EXISTING 4"-12" WATER MAIN 33 1225 EA 1 20 1 $2.500.001 $50,000.00 17 3312.3009 30" GATE VALVE W/ VAULT 33 12 20 EA 1 5 1 $125,000.001 $625,000.00 18 3312,3005 12" GATE VALVE 33 1220 EA 1 26 1 $4,000.001 $104,000.00 19 3312.3004 110" GATE VALVE 33 1220 EA I 1 1 $3.800,001 $3,800.00 20 3312,3003 8" GATE VALVE 33 1220 1 EA 1 10 1 $2,200.001 $22,000.001 21 3312.3002 6" GATE VALVE 33 1220 1 EA 1 14 1 $1,800.001 $25,200.001 22 3312.3001 4" GATE VALVE 33 1220 1 EA 1 1 1 $1,800.001 $1,800.001 23 3312.0001 FIRE HYDRANT 33 1240 I EA 1 7 $6,500.001 $38,600.001 24 3312.1006 3" COMBINATION AIR RELEASE VALVE 33 1230 1 EA 1 1 $55,000.001 $55,000.001 25 3312,6002 6" BLOWOFF VALVE 33 1260 EA 1 $25,000.001 $25.000.001 26 3312.6003 8" BLOW OFF VALVE I 33 1260 EA 1 1 3 $35,000.001 $105,000.001 27 3305,0003 18" WATER LINE LOWERING I 3471 13 EA 1 6 1 $8,500.001 $51.000.001 28 3305.0103 1EXPLORATORY EXCAVATION 33 05 30 1 EA 1 20 1 $1,500.001 $30,000.001 29 3305.1004 124" CASING BY OPEN CUT 33 05 22 1 LF 1 180 1 $500.001 $90,000.001 30 3305.1104 124" CASING BY OTHER THAN OPEN CUT 1 33 05 22 1 IF 1 53 ( $1,500.001 $79.500.00 31 3312.2001 1" WATER SERVICE, METER RECONNECTION 33 12 10 1 EA 1 43 1 $1,000.001 $43,000.00 32 3312.2003 1" WATER SERVICE 33 1210 1 EA 1 43 1 $2,000.001 $86,000.00 33 3312.2101 11 1/2" WATER SERVICE, METER RECONNECTION 33 12 10 1 EA 4 1 $1,000.001 $4,000.00 34 3312.2103 11 1/2" WATER SERVICE 33 1210 1 EA 4 1 $2,500.001 $10,000.001 1 35 3312.2201 12" WATER SERVICE, METER RECONNECTION 33 1210 EA 16 1 $1,000.00 $16,000.001 36 3312.2203 12" WATER SERVICE 33 1210 EA 16 1 $2,760.00 $44.000,001 37 9999.005 I WATER SERVICE, METER RECONNECTION - ON 12" I 33 12 10 EA I 7 PIPE ENLARGEMENT $2,500.00 $17,500.00 1 38 241,01 IREMOVESIDEWALK 024113 I SF I 25 I $6,001 $150.001 39 241.0401 1REMOVE CONCRETE DRIVE 0241 13 1 SF 1 604 1 $6.001 $3.624.00 40 241.1001 WATER LINE GROUTING 0241 14 1 CY 1 193 1 $250.001 $48,250,001 41 241.1118 4"- 12" PRESSURE PLUG 024114 1 EA 1 1 1 $1,000.001 $1,000.001 42 241.1209 24" WATER ABANDONMENT PLUG 0241 14 1 EA 1 4 1 $2.500.001 $10,000.00 43 241.1218 4"-12" WATER ABANDONMENT PLUG 0241 14 1 EA 1 8 1 $1,500.001 $12,000.00 44 241.13 REMOVE CONC CURB & GUTTER 024115 ( LF 1 393 1 $16.001 $6,288.00 1 45 1 241.1301 IREMOVE 4" GATE VALVE 0241 14 1 EA 1 3 1 $200.001 $600.00 46 1 241.1302 (REMOVE 6" GATE VALVE 0241 14 1 EA 13 1 $200.001 $2,600.001 47 1 241.1303 IREMOVE 8" GATE VALVE 0241 14 1 EA 1 2 1 $500.001 $1,000.001 48 1 241.1304 IREMOVE 10" GATE VALVE 0241 14 1 EA 1 5 1 $500.00 $2,500,00 1 49 1 241.1305 (REMOVE 12" GATE VALVE 0241 14 EA 1 11 1 $1,000.00 $11,000.001 50 1 241.1354 1 SALVAGE 24" WATER VALVE 0241 14 EA 1 2 1 $3,000.00 $6,000.001 MY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Retisd 9130r2021 ADDENDUM #3 WATER AND SANITARY SEWER REPIACEWNT CONTACT 2021. WSM-C CITY PROTECT NO. 103500 00 42 43 Pmposal Fonn - added= 3.xlsx 00 42 43 BID PROPOSAL Page 6 of 14 SECTION 00 42 43 PROPOSAL FORM UNIT PRICE BID Project Item Information 51 1 241.14 JREMOVF CONC VALLEY GUTTER 52 1 241.151 SALVA�i�FIFt �ITDkINT Part 1 -CONTRACT 021, S C mt water Improvements Item No. Bidlist Item No. Description 53 241.1512 SALVAGE 1" WATER METER 54 241.1513 SALVAGE 1 1/2" WATER METER 55 241.1514 iSALVAGE 2" WATER METER 56 241.1602 REMOVE CONCRETE WATER VAULT 57 3201.0111 4' WIDE ASPHALT PVMT REPAIR, RESIDENTIAL ASPHALT PVMT REPAIR, WATER SERVICE 58 3201.015 Bidder's Application Bidders Proposal 0241 15 SY 94 $45.00 $4.230.00 0241 14 EA 6 $1,500.00 $9,000.00 Specification Section No. Unit of BidMeasure Quantity 0241 14 EA 3 0241 14 EA 2 0241 14 EA 50 0241 14 EA 5 3201 17 LF 16 3201 17 IF 419 (TEMPORARY) 59 3201.04 TEMPORARY ASPHALT PAVING REPAIR (2" HMAC ON 6" 3201 18 LF 7358 FLEXBASE) - 4' WIDE 60 3201.04 TEMPORARY ASPHALT PAVING REPAIR (2" HMAC ON 6" 3201 18 LF 3465 FLEXBASE) -T WIDE 61 3201.04 TEMPORARY ASPHALT PAVING REPAIR (2" HMAC ON 6" 32 01 18 SY 415 FLEXBASE) - EXTRA WIDTH 62 3201.0614 CONC PVMT REPAIR, RESIDENTIAL 32 01 29 SY 56 63 3213.0301 4" CONC SIDEWALK 32 13 20 SF 25 64 241.17 1 V PAVEMENT PULVERIZATION - RIDGEWAY STREET, 0241 15 SY 4145 EDGEHILL ROAD 65 3212.0303 3" ASPHALT PVMT TYPE D - RIDGEWAY STREET, 3212 16 SY 4145 EDGEHILL ROAD 66 9999.0004 CEM LIME (Q 32 LB/SY) - RIDGEWAY STREET, 9999.0004 TN 67 EDGEHILL ROAD 67 3213.0401 6" CONCRETE DRIVEWAY 32 1320 SF 264 68 3213.0403 8" CONCRETE DRIVEWAY 32 13 20 SF 340 69 3216.0101 6" CONC CURB AND GUTTER 32 16 13 LF 383 70 3216.0301 9" CONC VALLEY GUTTER, RESIDENTIAL 3216 13 SY 94 71 3292.01 BLOCK SOD PLACEMENT 32 92 13 SY 600 I 72 3304.0002 CATHODIC PROTECTION DESIGN (FOR DIP, CONC) 33 04 12 LS 1 73 3304.0002 CATHODIC PROTECTION INSTALLATION (FOR DIP, 3404 12 LS 1 CONC) 74 3304.0101 TEMPORARY WATER SERVICES 33 04 30 IS 1 75 3305.0109 TRENCH SAFETY 33 05 10 IF 11156 76 3217.0102 16" SLD PVMT MARKING HAS (Y) I 32 1723 1 LF 320 1 77 3217.0201 18" SLD PVMT MARKING HAS (W) I 32 17 23 I LF 100 I 78 3217.2103 REFL RAISED MARKER TY II -A -A I 32 1723 EA 9 1 79 3217.2104 1 REFL RAISED MARKER TY II-C-R I 32 17 23 EA 6 1 80 3217.0501 124" SLF PVMT MARKING HAE (W) 1 32 17 23 I LF 22 81 171.0101 CONSTRUCTION STAKING 017123 ( LS 1 82 171.0102 1 AS BUILT SURVEY (RED -LINE SURVEY) I 01 71 23 1 IS 1 83 3125.0101 1 SWPPP > 1 ACRE I 31 25 00 1 IS 1 84 3471.0003 1 TRAFFIC CONTROL DETARS - PREPARATION 1 3471 13 I EA 1 85 3471.0001 1 TRAFFIC CONTROL - INSTALL AND MAINTAIN ( 3471 13 I MO 5 3471.0002 ]PORTABLE MESSAGE SIGN I 3471 13 1 WK 10 I86 87 9999.0001 RREMOVE AND SALVAGE 24" BLOW OFF 1 0241 14 I EA 2 88 9999.0002 (REMOVE OLD METER BOXES 1 0241 14 I EA 26 89 9999.0003 (CONSTRUCTION ALLOWANCE I 00 72 11 I LS 1 Part 1- Sub -Total Unit 1- Water Improvements $ Unit Price Bid Value $200.00 $600.00 $200.00 $400.00 $200.00 $10,000.00 $2,600.00 $12.600.001 $65.00 $1,040.001 $50.00 $20,950.00 $32.00 $235,456.00 $35.00 $121.275.00 $35.00 $14.525.00 $125.00 $7,000.001 $15.00 $375.001 $12,50 $51,812.501 $30.00 $124,350.00 $525.001 $35,175.001 $20.001 $5,280.001 $25.001 $8,500.001 $55.001 $21,065.001 $175.001 $16,450.001 $15.001 $9,000.001 $15,000.001 $15,000.001 $35,000.00 $35,000,00 $150.000.001 $150,000,00 $1.001 $11,156.00 $5.001 $1,600.001 $5.001 $500.001 $15.001 $135.001 $15.001 $90.001 $15.001 $330.001 $20,000.001 $20,000.001 $15,000.001 $15,000.001 $25,000.001 $25,000.001 $5,000.001 $5,000.001 $10,500.001 $52,600.001 2500 1 $25,000.001 $3,500.001 $7,000.001 $50.001 $1.300.001 $160.000.001 $150,000.001 $7,276,491.501 ADDENDUM k3 CITY OF FORT WORTH STANDARD CONSTRUCTION SPECTICAT10N DOCUMENTS R.va d 9/302021 WATER AND SANITARY SEWER REPLACEMENT CONTRACT 2021, WSM-C CIY PRO2ECTNO. 103500 00 42 43 Proposal Form - addendum 3.xlsa 00 42 43 Bm PROPOSAL Page 7 of 14 SECTION 00 42 43 PROPOSAL FORM UNIT PRICE BID Project Item Information Part 1- CONTRACT 2021. WSM-C Unit2 - Sanitary Sewer Improvements Item Bidlat Item No. Description No. Specifimtion Section No. 1 3331.1101 6"-8" PIPE ENLARGEMENT 33 31 23 2 3331.1101 8"-8" PIPE ENLARGEMENT 33 31 23 3 3331.4115 8" SEWER PIPE 33 11 10,33 31 12,33 3120 4 3339.0001 EPDXY MANHOLE LINER 33 39 60 5 3339.1001 4' MANHOLE 33 39 10, 33 39 20 6 3339.1002 4' DROP MANHOLE 33 39 10, 33 39 20 7 3339.1001 4' EXTRA DEPTH MANHOLE 33 39 10, 33 39 20 8 0241.2201 REMOVE 4' SEWER MANHOLE 0241 14 9 3305.0112 CONCRETE COLLAR 33 05 17 10 3331.1201 SERVICE REINSTATEMENT, PIPE ENLARGEMENT, 1 INCLUDING 4" 2-WAY CLEAN OUTS 11 3301.0101 MANHOLE VACUUM TESTING 12 3331.3101 4" SEWER SERVICE 13 0241.0100 REMOVE SIDEWALK 14 0241.1300 REMOVE CONC CURB & GUTTER 15 0241.1400 REMOVE CONC VALLEY GUTTER 16 0241.2001 SANITARY LINE GROUTING 17 0241.2012 REMOVE 6" SEWER LINE 18 3201.0112 T WIDE ASPHALT PVMT REPAIR, RESIDENTIAL 19 3201.0150 ASPHALT PVMT REPAIR, SEWER SERVICE 20 3201.0400 TEMPORARY ASPHALT PAVING REPAIR (2" HMAC ON 6" FLEXBASE) 21 3213.0301 4" CONC SIDEWALK 22 3216.0101 6" CONC CURB AND GUTTER 23 3216.0301 9" CONC VALLEY GUTTER, RESIDENTIAL 24 3292.0100 BLACK SOD PLACEMENT 25 3301.0001 PRE -CCTV INSPECTION 26 3301.0002 POST -CCTV INSPECTION 27 3305.0109 TRENCH SAFETY 28 3305.0113 TRENCH WATER STOPS 29 3471.0003 TRAFFIC CONTROL DETAILS - PREPARATION 30 3471.0001 TRAFFIC CONTROL - INSTALL AND MAINTAIN 31 0171.0101 CONSTRUCTION STAKING 32 0171.0102 AS -BUILT SURVEY 33 9999.0005 SAG ADJUSTMENT 34 9999.0003 CONSTRUCTION ALLOWANCE Part 1- Sub -Total Unit 2 - Sanitary Sewer Improvements 33 3123 33 01 30 3331 50 0241 13 0241 15 0241 15 0241 14 0241 14 32 01 17 32 01 17 3201 18 32 1320 32 16 13 32 16 13 3292 13 3301 31 33 01 31 3305 10 3305 16 3471 13 3471 13 01 71 23 01 71 23 0072 11 00 72 11 Unit of Measure LF LF LF VF EA EA VF EA EA EA EA EA SF LF SY CY LF LF LF SF LF SY SY LF LF LF EA EA MO IS LS IF LS Bidder's Application Biddels Proposal Bid UnitPrice Quantity 1,071 40 2,245 125 614 125 81 450 20 6500 1 8500 29 350 16 1200 21 650 26 1650 21 150 8 1500 250 6 159 10.5 55 25 1 250 153 15 10 65 160 65 713 30 250 15 159 55 55 150 285 15 3,316 8 3,930 5 614 1 7 1500 1 1500 4 10500 1 5000 1 3000 200 165 1 $100,000.001 Bid Value $42,840.00 1 $280,625.00 1 $76,750.00 1 $36,450.00 $130,000.00 1 $8,500.00 1 $10,150.00 1 $19.200.001 $13,650.00 1 $42,900.00 $3,150.00 1 $12,000.00 1 $1,600.001 $1,669.50 1 $1,375.001 $250.00 $2,295.00 $650.00 $10.400.00 $21.390.00 $3,750.00 $8,745.00 $8,250.00 $4,275.00 $26,528.00 $19,650.00 $614.00 $10,500.00 $1,500.00 $42,000.00 $5,000.00 1 $3,000.00 1 $33,000.001 $100,000.00 1 $982,556.501 ADDENDUM #3 CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Rcvised 9/3012021 WATER AND SANITARY SEWER REPLACEMENT CONTRACT 2021, WSM-C CITY PROM -CT NO. 103500 00 42 43 Proposal Form -addendum 3.,hx 00 42 43 BID PROPOSAL Page B of 14 SECTION 00 42 43 PROPOSAL FORM UNIT PRICE BID Project Item Information Part 1- CONTRACT 2021, WSM-C Unit 3 - Paving Improvements Item Bidlist Item No. Description No. 1 0171.0101 CONSTRUCTION STAKING I 2 0241.0100 REMOVE SIDEWALK I 3 0241.0300 REMOVE ADA RAMP I 4 0241.0401 REMOVE CONCRETE DRIVE I 5 0241.0402 REMOVE ASPHALT DRIVE 6 0241.1300 REMOVE CONC CURB & GUTTER 7 0241.1400 REMOVE CONC VALLEY GUTTER I 8 0241.1700 11" PAVEMENT PULVERIZATION I 9 0241.4001 REMOVE 10' CURB INLET (TOP) I 10 0241.4001 REMOVE 10' CURB INLET 11 0242,4101 REMOVE 10' RECESSED INLET I 12 3212.0303 3" ASPHALT PVMT TYPE D 13 9999.0004 8" CEM LINE (@ 32L.BlSY) I 14 3123.0101 UNCLASSIFIED STREET EXCAVATION 15 3213.0301 4" CONC SIDEWALK 16 3213.0401 6" CONCRETE DRIVEWAY 17 3213.0403 8" CONCRETE DRIVEWAY 18 3213.0501 BARRIER FREE RAMP, TYPE R-1 (MODIFIED) I 19 3213.0506 BARRIER FREE RAMP, TYPE P-1 (MODIFIED) I 20 3216.0101 6" CONC CURB & GUTTER I I 21 3216.0302 INSTALL NEW 7" CONCRETE VALLEY GUTTER I I 22 3217.0101 6" SLD PVMT MARKING HAS (W) I 23 3217,0102 6" SLD PVMT MARKING HAS (Y) I I 24 3217.1002 LANE LEGEND ARROW I I 25 3217.1004 LANE LEGEND ONLY I 26 3217,0111 PREFORMED THERMOPLASTIC CONTRAST MARKINGS - 6" SLD (Y) 27 3217.0114 PREFORMED THERMOPLASTIC CONTRAST MARKINGS - 6" DASHED (Y) I 28 3217.0201 8" SLD PVMT MARKING HAS (W) I 129 3217.2103 REFLRAISED MARKER TYII-A-A I I 30 13217.2104 IREFLRAISED MARKER TY II-C R I I 31 I 3217.0401 18" SLD PVMT MARKING HAE (W) I 32 3217.0403 18" SLD PVMT MARKING HAE (Y) I 33 3217.0504 PREFORMED THERMOPLASTIC CONTRAST MARKING - 24" STOP BARS I 34 I 3217.5001 ICURB ADDRESS PAINTING 35 13291.0100 ITOPSOIL I 36 I 3292.0100 IBLOCK. SOD REPLACEMENT I 37 13305.0107 I MANHOLE ADJUSTMENT WITH CONCRETE COLLAR i 38 I 3305.0108 I UTILITY ADJUSTMENT (IRRIGATION ADJUSTMENTS) I 39 3305.0111 WATER VALVE BOX ADJUSTMENT WITH CONCRETE COLLAR I 40 13349.5001 110' CURB INLET I I 41 13349.5001 110" CURB INLET (TOP) I I 42 13349.6001 110" RECESSED INLET I 43 3471.0003 (TRAFFIC CONTROL DETAILS - PREPARATION I 44 3471.0001 ITRAFFIC CONTROL - INSTALL AND MAINTAIN 45 3471.0002 (PORTABLE MESSAGE SIGN I 45 I 9999.0005 IPAVING CONSTRUCTON ALLOWANCE I Part 1 - Sub -Total Unit 3 - Paving Improvements Specification Section No. 01 71 23 0241 13 0241 13 0241 13 0241 13 02 41 15 0241 15 02 41 15 0241 14 0241 14 0241 14 32 12 16 9999.0004 3123 16 32 1320 32 1320 32 13 20 32 1320 32 13 20 3216 13 3216 13 32 17 23 32 1723 32 1723 32 1723 32 1723 32 1723 32 17 23 32 17 23 32 1723 32 1723 32 17 23 32 1723 32 1725 3291 19 3292 13 3305 14 3305 14 3305 14 33 49 20 33 49 20 33 49 20 3471 13 3471 13 3471 13 0072 11 Unit of Measure LS SF EA SF SF IF SY SY EA EA EA SY TN CY SF SF SF EA EA LF SY LF LF EA EA 19 LF LF EA EA IF LF Bidder's Application Bidders Proposal Bid Unit Price Quantity 1 10000 2,000 5 4 1500 4,000 6.5 331 5 3,000 8.5 120 25 27,000 10.75 1 1500 1 2000 2 2000 27,000 29 440 525 500 55 2,000 15 2,500 20 2,000 25 4 4000 I 1 12500 I 3,000 155 I 120 1125 I 200 15 I 200 15 I 8 1750 I 8 1750 800 5 7,500 5 I 800 110 I 42 115 I 30 115 100 115 35 115 LF I 120 120 I EA I 15 1100 I CY I 20 175 I SY I 800 115 I EA I 30 11850 LS I 1 Ij EA 50 �15000 500 ( EA I 1 14500 EA I 1 12000 EA I 2 16500 I EA I 1 11500 I MO I 4 110500 WK I 4 I 1500 LS I 1 I $ 100,000.00 $ Bid Value $10,000.001 $10,000.00 $6,000.00 $26.000.00 $1,655.00 $25,500.00 $3,000.00 $290,250.00 $1,500.00 $2,000.00 $4,000.00 $783,000.00 $231,000.00 $27,500.00 $30,000.00 $50,000.00� $50,000.00 $16,000.00 $2,500.001 $165,000.001 $15,000.001 $1,000.001 $1,000.001 $6,000.001 $6,000.001 $4,000.00 $37,500.00 1 $8,000.00� $630.00 $450.00I $1,500.001 $525.001 $2,400.00 $1,500.001 $1,500.001 $12,000.001 $55,500.001 $1,5,000.001 $26,000.00 $4.500.00 $2.000.00 $13,000.00 $1,500.001 $42,000.00 $6,000.00 $100,000.00 $2,098,410.00� ADDENDUM #3 CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Reris 49/30/2021 WATER AND SANITARY SEWER REPLACEMENT CONTRACT 2021, WSM-C CITY PROJECT NO. 103500 00 42 43 Proposal F=- addmd= 3.xlsx 00 42 43 Bm PROPOSAL Page 9 of 14 SECTION 00 42 43 PROPOSAL FORM UNIT PRICE BID Bidder's Application Project Item Information I Bidders Proposal Part - Camp Bowie Water Improvements Item No. Bidlist Item No. Description Specification Section No. Unit of Measure Bid Quantity Unit Price Bid Value IA* 3311.0854 36" DIP WATER (RESTRAINED JOINTS) 33 11 10 LF 740 No Bid No Bid 1B* 3311.0874 36" CONCRETE AW WA C303 WATER PIPE, 33 11 13 LF 740 625 $462,500,00 (RESTRAINED JOINTS) 2A* 3305.1109 54" CASING BY OTHER THAN OPEN CUT 33 05 22 LF 166 No Bid No Bid 2B* 3305.1205 60" TUNNEL LINER PLATE BY OTHER THAN OPEN CUT 33 05 21, 33 05 22 LF 166 1850 $307,100.00 3A* 3311,0001 DUCTILE IRON WATER FITTINGS W/ RESTRAINT 33 1111 TON 16 No Bid No Bid 3B* 3311.0021 C303 FITTINGS 33 11 13 LS 1 115000 $115,000.00 * Contractor to provide Unit Price / Bid Value for only one of the alternatives for Items 1 through 3 DO NOT PROVIDE UNIT PRICE / BID VALUE FOR EACH ALTERNATIVE 4 3305.2009 36" WATER CARRIER PIPE 33 05 24 LF 166 500 $93,000.00 5 3311.0445 12" WATER PIPE, CSS BACKFILL (RESTRAINED JOINTS) 33 1110,331112 LF 20 250 $5,000.00 6 3305.0103 EXPLORATORY EXCAVATION OF EXISTING UTILITIES 33 05 30 EA 5 2000 $10,000.00 7 3305.0109 TRENCH SAFETY 3305 10 LF 760 5 $3,800.00 8 3312.3005 12" GATE VALVE 33 1220 EA 1 3800 $3,800.00 9 0241.1305 REMOVE 12" WATER VALVE 0241 14 EA 1 500 $500.00 10 3312.0109 CONNECTION TO EXISTING 30" WATER MAIN I 33 1225 EA 1 15000 $15,000.00 11 3312.0110 CONNECTION TO EXISTING 36" WATER MAIN I 33 1225 EA 1 18500 $18,500.00 12 3312.0117 CONNECTION TO EXISTING 4"-12" WATER MAIN 33 12 25 EA 2 3500 $7,000.00 13 3312.6003 8" BLOW OFF VALVE 33 1260 EA 1 25000 $25,000.00 14 0241.1020 REMOVE 30" WATER LINE 0241 14 LF 248 25 $6,200.00 15 0241.1210 30" WATER ABANDONMENT PLUG 0241 14 EA 2 3500 $7,000.00 16 0241.1218 4"-12" WATER ABANDONMENT PLUG 0241 14 EA 2 1500 $3,000.00 17 0241.1001 WATER LINE GROUTING (36 INCH) ( 02 41 14 CY 1 250 $250.00 18 0241.0990 REMOVE MISC CONC STRUCTURE 0241 13 LS 1 2500 $2,500.00 19 3304.0010 JOINT BONDING & ELECTRICAL ISOLATION 3304 10 LS 1 5000 $5,000.00 20 3305.0102 CATHODIC PROTECTION TEST STATION 3304 12 EA 2 5000 $10,000.00 21 3441.3501 SALVAGE STREET LIGHT POLE 34 41 20 EA 4 5000 $20,000.00 22 3310.0103 12"-18"TREE REMOVAL 311000 EA 6 2500 $15,000.00 23 0241.1300 REMOVE CONC CURB & GUTTER 02 41 15 LF 275 15 $4,125,00 24 1 3214.0200 1BRICK PVMT REPAIR 321416 SY 85 250 1 $21,250.00 25 3201.0400 TEMPORARY ASPHALT PAVING REPAIR 3201 18 I LF 115 32 $3,690.00 26 I 3471.0003 TRAFFIC CONTROL DETAILS - PREPARATION 3471 13 EA 8 1500 $12,000.00 27 I 3471.0001 TRAFFIC CONTROL - INSTALL AND MAINTAIN 3471 13 MO 3 10500 $31,500.00 28 3305.0110 UTILITY MARKERS 330526 LS 1 1501 $1,500.00 29 0171.0101 1CONSTRUCTION STAKING 01 71 23 LS 1 I 2500 $2,500.00 30 1 0171.0102 JAS-BUILT SURVEY 01 70 00 LS 1 2500 $2,500.00 31 1 3471.0002 1 PORTABLE MESSAGE SIGN 347113 I WK 4 1500 $6,000.00 32 1 9999.0007 ' I WATER CONQSTRUCT19N ALLOWANCE 0072 11 1 LS 1 1 $70,000.001 $70,000.00 Sub -Total part 2 - Camp Bowie Water Improvements $ $1,280.205.00 ADDENDUM #3 CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUNMNTS Revised 9/30021 WATER AND SANITARY SEWER REPLACEMENT CONTRACT 2021, WSM-C CITY PROJECT NO. 103500 00 42 43 Proponi Foam - addendum 3 xlsx DO 42 43 BIDPROPOSAL Page 9 of 14 UNIT PRICE BID Part 2 - Camp Bowi , Water Improvements Im Bidlist Item No. Description No. SECTION 00 42 43 PROPOSALFORM Bidder's Application Project Item Information I Bidder's Proposal Specification Section No. Unit of Bid Unit Price Bid Value Measure Quantity IA* 3311.0854 36" DIP WATER (RESTRAINED JOINTS) 3311 10 LF 740 No Bid No Bid 1B* 3311.0874 36" CONCRETE AWWA C303 WATER PIPE, 33 11 13 LF 740 625 $462,500.00 (RESTRAINED JOINTS) 2A* 3305.1109 54" CASING BY OTHER THAN OPEN CUT 33 05 22 LF 166 No Bid No Bid 2B* 3305.1205 60" TUNNEL LINER PLATE BY OTHER THAN OPEN CUT 33 05 21, 33 05 22 LF 166 1850 $307,100.00 3A* 3311.0001 DUCTILE IRON WATER FITTINGS W/ RESTRAINT 33 11 11 TON 16 No Bid No Bid 3B* 3311.0021 C303 FITTINGS 33 11 13 LS 1 115000 $115,000.00 * Contractor to provide Unit Price / Bid Value for only one of the alternatives for Items 1 t trough 3 DO NOT PROVIDE UNIT PRICE / BID VALUE FOR EACH ALTERNATIVE 4 3305.2009 36" WATER CARRIER PIPE 33 05 24 LF 166 500 $83,000.00 5 3311.0445 12" WATER PIPE, CSS BACKFILL (RESTRAINED JOINTS) 33 11 10, 33 11 12 LF 20 250 $5,000.00 6 3305.0103 EXPLORATORY EXCAVATION OF EXISTING UTILITIES 33 05 30 EA 5 2000 $10,000.00 7 3305.0109 TRENCH SAFETY 3305 10 LF 760 5 $3,800.00 8 3312.3005 12"GATE VALVE 331270 EA 1 3800 $3,800.00 9 0241.1305 REMOVE 12" WATER VALVE 0241 14 EA 1 500 $500.00 10 3312,0109 CONNECTION TO EXISTING 30" WATER MAIN 33 1225 EA 1 15000 $15,000.00 11 3312.0110 CONNECTION TO EXISTING 36" WATER MAIN 33 1225 EA 1 18500 $18,500.00 12 3312.0117 CONNECTION TO EXISTING 4"-12" WATER MAIN 33 1225 EA 2 3500 $7,000.00 13 3312.6003 8" BLOW OFF VALVE 33 1260 EA 1 25000 $25,000.00 14 0241.1020 REMOVE 30" WATER LINE 0241 14 LF 248 25 $6,200.00 15 0241.1210 30" WATER ABANDONMENT PLUG 0241 14 EA 2 3500 $7,000.00 16 0241.1218 4%12" WATER ABANDONMENT PLUG 0241 14 EA 2 1500 $3,000.00 17 0241.1001 WATER LINE GROUTING (36 INCH) 0241 14 CY 1 250 $250.00 18 0241.0990 REMOVE MISC CONC STRUCTURE 0241 13 LS 1 2500 $2,500.00 19 3304.0010 JOINT BONDING & ELECTRICAL ISOLATION 3304 10 LS 1 5000 $5,000.00 20 3305.0102 CATHODIC PROTECTION TEST STATION 3304 12 EA 2 5000 $10,000.00 21 3441.3501 SALVAGE STREET LIGHT POLE 34 41 20 EA 4 5000 $20,000.00 22 3310.0103 12"-18" TREE REMOVAL 311000 EA I 6 2500 $15,000.00 23 0241.1300 REMOVE CONC CURB & GUTTER 0241 15 LF 275 15 $4,125.00 24 3214.0200 BRICK PVMT REPAIR 321416 SY 85 250 $21,250.00 25 3201.0400 TEMPORARY ASPHALT PAVING REPAIR 3201 18 LF 115 32 $3,680.00 26 3471.0003 ITRAFFIC CONTROL DETAILS - PREPARATION 3471 13 EA 8 1500 $12,000.00 27 3471.0001 TRAFFIC CONTROL - INSTALL AND MAINTAIN 3471 13 MO 3 10500 $31,500.00 28 3305.0110UTILITY MARKERS 33 05 26 LS 1 1500 $1,500.00 29 1 0171.0101CONSTRUCTION STAKING 01 71 23 LS 1 2500 $2,500.00 30 0171.0102 AS -BUILT SURVEY 01 70 00 LS 1 2500 $2,500.00 31 3471.0002 PORTABLE MESSAGE SIGN 3471 13 WK 4 1500 $6,000.00 32 1 9999.0007 I WATER CONSTRUCTION ALLOWANCE 00 72 11 1 LS 1 1 1 $70,000.001 $70,000.00 Sub -Total Part 2 - Camp Bowie Water Improvements $ $1,280,205.00 ADDENDUM 43 WATER AND SANITARY SEWER REPLACEMENT CITY OF FORT WORTH CONTRACT 2021, WSM-C STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CITY PROJECT NO. 103500 Revised 9/302021 00 42 43 Pmp-I Form -addend- 3.zlsx SECTION 00 42 43 PROPOSAL FORM UNIT PRICE BID Project Item Information SECTION 00 42 43 PROPOSALFORM SUMMARY OF BIDS PART 1 Part 1- Sub -Total Unit 1 - Water Improvements Part 1- Sub -Total Unit 2 - Sanitary Sewer Improvements Part 1- Sub -Total Unit 3 - Paving Improvements PART 2 " Camp Bowie Water Improvements 00 42 43 ram PROPOSAL Page 10 or 14 Bidder's Application Bidders Proposal Bidder's Application $7,276,491.50 $982,556.50 $2,098,410.00 Total Bid - Part 1: $ $10,357,458.00 $1,280,205.00 " 'Total Bid (Part 1 + Part 2): S 1 $11,637,663.001 ' The City reserves the right to award the contract(s) to the responsive low bidders of Parts 1 and 2 combined (Total Bid (Part 1 + Part 2)), or to the responsive low bidder of either Total 1 or Total 2. Bidders must submit bids for both Parts 1 and 2. Failure to submit on both parts may result in rejection of bid as non -responsive. In the event individual contracts are awarded for Part 1 and Part 2, the M/WBE goal shall be 14% for each part. END OF SECTION ADDENDUM 43 CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revi,ed 9/3012021 WATER AND SANITARY SEWER REPLACEMENT CONTRACT 2021, WSM-C CITY PROJECT NO. 103500 00 42 43 Proposal Fmm - addendum 3.alsa MERCHANTS %k BONDING COMPANY. MERCHANTS BONDING COMPANY (MUTUAL) P.O. BOX 14498, DES MOINES, IOWA 50306-3498 PHONE: (800) 678-8171 FAX: (515) 243-3854 BID BOND PUBLIC WORK KNOW ALL PERSONS BY THESE PRESENTS: Bond No. N/A That William J. Schultz, Inc. dba Circle C Construction Company, P. O. Box 40328, Fort Worth, TX 76140 (hereinafter called the Principal) as Principal, and the Merchants Bonding Company (Mutual) (hereinafter called Surety), as Surety, are held and firmly bound to City of Fort Worth, Purchasinq Division, 200 Texas Street, Fort Worth, TX 76102 (hereinafter called the Obligee) in the full and just sum of ( Five Per Cent of Greatest Amount Bid 5% of G.A.B. Dollars good and lawful money of the United States of America, to the payment of which sum of money well and truly to be made, the Principal and Surety bind themselves, their heirs, executors, administrators, successors and assigns, jointly and severally, firmly by these presents. Signed and dated this 11th day of January 2024 THE CONDITION OF THIS OBLIGATION IS SUCH, that, if the Obligee shall make any award to the Principal for Construction of Water and Sanitary Sewer Replacement Contract 2021, WSM-C City Project No. 103500 according to the terms of the proposal or bid made by the Principal therefore, and the Principal shall duly make and enter into a contract with the Obligee in accordance with the terms of said proposal or bid and award, and shall give bond for the faithful performance thereof with the Merchants Bonding Comaanv (Mutual) , as Surety, or with other Surety or Sureties approved by the Obligee; or if the Principal shall, in case of failure to do so, pay to the Obligee the damages which the Obligee may suffer by reason of such failure, not exceeding the penalty of this bond, then this obligation shall be null and void; otherwise it shall be and remain in full force and effect. IN TESTIMONY WHEREOF, the Principal and Surety have caused these presents to be duly signed and sealed. William J. Schultz Inc. dba Witness: Circle C Construction Company Principal X � Byell Teresa kell , esi ent Actt"c: ness as to Surety: Merchants B g Company (Mute 1) X By John A. Miller, Witn She utts, Att#r ey-in-fact CON 0333 (2/15) MERCHANTS41b\ BONDING COMPANY,. POWER OF ATTORNEY Know All Persons By These Presents, that MERCHANTS BONDING COMPANY (MUTUAL) and MERCHANTS NATIONAL BONDING, INC., both being corporations of the State of Iowa, d/b/a Merchants National Indemnity Company (in California only) (herein collectively called the "Companies") do hereby make, constitute and appoint, individually, John A Miller; Sheryl A Klutts their true and lawful Attorney(s)-in-Fact, to sign its name as surety(ies) and to execute, seal and acknowledge any and all bonds, undertakings, contracts and other written instruments in the nature thereof, on behalf of the Companies in their business of guaranteeing the fidelity of persons, guaranteeing the performance of contracts and executing or guaranteeing bonds and undertakings required or permitted in any actions or proceedings allowed by law. This Power -of -Attorney is granted and is signed and sealed by facsimile under and by authority of the following By -Laws adopted by the Board of Directors of Merchants Bonding Company (Mutual) on April 23, 2011 and amended August 14, 2015 and adopted by the Board of Directors of Merchants National Bonding, Inc., on October 16, 2015. "The President, Secretary, Treasurer, or any Assistant Treasurer or any Assistant Secretary or any Vice President shall have power and authority to appoint Attorneys -in -Fact, and to authorize them to execute on behalf of the Company, and attach the seal of the Company thereto, bonds and undertakings, recognizances, contracts of indemnity and other writings obligatory in the nature thereof." "The signature of any authorized officer and the seal of the Company may be affixed by facsimile or electronic transmission to any Power of Attorney or Certification thereof authorizing the execution and delivery of any bond, undertaking, recognizance, or other suretyship obligations of the Company, and such signature and seal when so used shall have the same force and effect as though manually fixed." In connection with obligations in favor of the Florida Department of Transportation only, it is agreed that the power and aut hority hereby given to the Attorney -in -Fact includes any and all consents for the release of retained percentages and/or final estimates on engineering and construction contracts required by the State of Florida Department of Transportation. It is fully understood that consenting to the State of Florida Department of Transportation making payment of the final estimate to the Contractor and/or its assignee, shall not relieve this surety company of any of its obligations under its bond. In connection with obligations in favor of the Kentucky Department of Highways only, it is agreed that the power and authority hereby given to the Attorney -in -Fact cannot be modified or revoked unless prior written personal notice of such intent has been given to the Commissioner - Department of Highways of the Commonwealth of Kentucky at least thirty (30) days prior to the modification or revocation. In Witness Whereof, the Companies have caused this instrument to be signed and sealed this 20th day of March 2023 �•..•P� 10 N4 � 'Q 2 -o- v ,. v 2003 10 jcj, 4t.. MERCHANTS BONDING COMPANY (MUTUAL) MERCHANTS NATIONAL BONDING, INC. d/b/a MERCHANTS NATIONAL INDEMNITY COMPANY By 74:Z STATE OF IOWA •., �7 •.• .• t •. President COUNTY OF DALLAS ss. •��"""''•� • • • • On this 20th day of March 2023 , before me appeared Larry Taylor, to me personally known, who being by me duly sworn did say that he is President of MERCHANTS BONDING COMPANY (MUTUAL) and MERCHANTS NATIONAL BONDING, INC.; and that the seals affixed to the foregoing instrument are the Corporate Seals of the Companies; and that the said instrument was signed and sealed in behalf of the Companies by authority of their respective Boards of Directors. a�`�''�f K`strt Lee Commission Mum I02737 . . f►ff' Commission Exptc-s ApH 14, 2024 §�M Notary Public (Expiration of notary's commission does not invalidate this instrument) I, William Warner, Jr., Secretary of MERCHANTS BONDING COMPANY (MUTUAL) and MERCHANTS NATIONAL BONDING, INC., do hereby certify that the above and foregoing is a true and correct copy of the POWER -OF -ATTORNEY executed by said Companies, which is still in full force and effect and has not been amended or revoked. In Witness Whereof, I have hereunto set my hand and affixed the seal of the Companies on this 11th day of January, 2024 •I .......... 1,` ,.••Pi►ON4t•... . • • • ... . .•o%NG CO, ' ARP OR ep . • �� P Q A P 'wv' 2003 ; �; : y' 1933 C' Secretary vd. C- POA 00 18 (10/22) *Y,'"„ ••••••,• 00 43 37 VENDOR COMPLIANCE TO STATE LAW Page 13 of 14 SECTION 00 43 37 VENDOR COMPLIANCE TO STATE LAW NON RESIDENT BIDDER Texas Government Code Chapter 2252 was adopted for the award of contracts to nonresident bidders. This law provides that, in order to be awarded a contract as low bidder, nonresident bidders (out-of-state contractors whose corporate offices or principal place of business are outside the State of Texas) bid projects for construction, improvements, supplies or services in Texas at an amount lower than the lowest Texas resident bidder by the same amount that a Texas resident bidder would be required to underbid a nonresident bidder in order to obtain a comparable contract in the State which the nonresident's principal place of business is located. The appropriate blanks in Section A must be filled out by all nonresident bidders in order for your bid to meet specifications. The failure of nonresident bidders to do so will automatically disqualify that bidder. Resident bidders must check the box in Section B. A. Nonresident bidders in the State of , our principal place of business, are required to be percent lower than resident bidders by State Law. A copy of the statute is attached. Nonresident bidders in the State of are not required to underbid resident bidders. , our principal place of business, B. The principal place of business of our company or our parent company or majority owner is in the State of Texas. o BIDDER: William J Schultz Inc dba Circle C Construction 500 W Trammell Ave Fort Worth, Texas 76140 END OF SECTION By: Teresa S Skelly (Signature) Title: President Date: 1 /11 /2024 CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised 9/30/2021 00 42 43 Proposal Form - addendum 3.xisx 00 45 1 I -1 BIDDERS PREQUALIFICATIONS Pagel of3 1 SECTION 00 4511 2 BIDDERS PREQUALIFICATIONS 4 1. Summary. A Bidder or their designated subcontractors are required to be prequalifiedor 5 have applied for prequalification by the City for the work types requiring prequalification 6 prior to submitting bids. To be considered for award of contract the Bidder must submit 7 Section 00 45 12, PREQUALIFICATION STATEMENT for the work type(s) listed with 8 their Bid. Any contractor or subcontractor who is not prequalified for the work type(s) listed 9 must submit Section 00 45 13, PREQUALIFICATION APPLICATION in accordance with 10 the requirements below. The information must be submitted seven (7) days prior to the 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 berejected. 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 aBidder'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/taxDermit/ 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. Prequatification Requirements 46 a. Financial Statements. Financial statement submission must be provided in 47 accordance with the following: 48 (1) The City requires that the original Financial Statement or a certified copy 49 be submitted for consideration. CITY OF FORT WORTH Water and Sanitary Sewer Replacement STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CONTRACT 2021, WSM-C Revised August 13, 2021 CITY PROJECT NO.103500 004511-2 BIDDERS PREQUALIFICATIONS Page 2 of 1 (2) To be satisfactory, the financial statements must be audited or reviewed 2 by an independent, certified public accounting firm registered and in 3 good standing in any state. Current Texas statues also require that 4 accounting firms performing audits or reviews on business entities within 5 the State of Texas be properly licensed or registered with the Texas State 6 Board of Public Accountancy. 7 (3) The accounting firm should state in the audit report or review whether 8 the contractor is an individual, corporation, or limited liability company. 9 (4) Financial Statements must be presented in U.S. dollars at the current rate 10 of exchange of the Balance Sheet date. 11 (5) The City will not recognize any certified public accountant as 12 independent who is not, in fact, independent. 13 (6) The accountant's opinion on the financial statements of the contracting 14 company should state that the audit or review has been conducted in 15 accordance with auditing standards generally accepted in the United 16 States of America. This must be stated in the accounting firm's opinion. 17 It should: (1) express an unqualified opinion, or (2) express a qualified 18 opinion on the statements taken as a whole. 19 (7) The City reserves the right to require a new statement at any time. 20 (8) The financial statement must be prepared as of the last day of any month, 21 not more than one year old and must be on file with the City 16 months 22 thereafter, in accordance with Paragraph 1. 23 (9) The City will determine a contractor's bidding capacity for the purposes 24 of awarding contracts. Bidding capacity is determined by multiplying the 25 positive net working capital (working capital = current assets — current 26 liabilities) by a factor of 10. Only those statements reflecting a positive 27 net working capital position will be considered satisfactory for 28 prequalification purposes. 29 (10) In the case that a bidding date falls within the time a new financial 30 statement is being prepared, the previous statement shall be updated with 31 proper verification. 32 b. Bidder Prequalification Application. A Bidder Prequalification Application must be 33 submitted along with audited or reviewed financial statements by firms wishing to be 34 eligible to bid on all classes of construction and maintenance projects. Incomplete 35 Applications will be rejected. 36 (1) In those schedules where there is nothing to report, the notation of 37 "None" or "N/A" should be inserted. 38 (2) A minimum of five (5) references of related work must be provided. 39 (3) Submission of an equipment schedule which indicates equipment under 40 the control of the Contractor and which is related to the type of work for 41 which the Contactor is seeking prequalification. The schedule must 42 include the manufacturer, model and general common description of 43 each piece of equipment. Abbreviations or means of describing 44 equipment other than provided above will not be accepted. 45 46 3. Eligibility for Award of Contract 47 a. The City shall be the sole judge as to a contractor's prequalification. 48 b. The City may reject, suspend, or modify any prequalification for failure by the 49 contractor to demonstrate acceptable financial ability or performance. 50 c. The City will issue a letter as to the status of the prequalification approval. CITY OF FORT WORTH Water and Sanitary Sewer Replacement STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CONTRACT 2021, WSM-C Revised August 13, 2021 CITY PROJECT NO.103500 0045 11 -3 BIDDERS PREQUALIFICATIONS Page 3 of 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 8 END OF SECTION CITY OF FORT WORTH Water and Sanitary Sewer Replacement STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CONTRACT 2021, WSM-C Revised August 13, 2021 CITY PROJECT NO.103500 00 45 12 PREQUALIFICATION STATEMENT Page 14 of 14 SECTION 00 45 12 PREQUALIFICATION STATEMENT Each Bidder for a City procurement is required to complete the information below by identifying the prequalified contractors and/or subcontractors whom they intend to utilize for the major work type(s) listed. Major Work Type Water Transmission, Urban/Renewal, 42-inches and smaller Sewer Collection System, Urban/Renewal, 12-inches and smaller Sewer Pipe Enlargement, 12- inches and smaller concrete raving Construction/Reconstruction (less than 15,000 square HsprN Aving Construction/Reconstruction (greater than 15,000 square vard,;) Contractor/Subcontractor Company Name Prequalification Expiration Date Circle C Construction 1/11/2024 Circle C Construction 1/11/2024 Circle C Construction 1/11/2024 Circle C Construction 1/11/2024 Texas Bit 1/11/2024 The undersigned hereby certifies that the contractors and/or subcontractors described in the table above are currently prequalified for the work types listed. BIDDER: William J Schultz Inc dba Circle C Construction By: Tessa S Skelly Company 500 W Trammell Ave Fort Worth, TX 76140 (Signature) 0 Title: President Date: /- // 0 `� END OF SECTION CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised 09/30/2021 00 42 43 Proposal Form - addendum 3.xlsx FORT WORTH SECTION 00 45 13 PREQUALIFICATION APPLICATION Date of Balance Sheet Name under which you wish to qualify Post Office Box Street Address (required) ( 1 Telephone Mark only one: Individual Limited Partnership General Partnership Corporation Limited Liability Company City State Zip Code City State Zip Code ( 1 Fax Email Texas Taxpayer Identification No. Federal Employers Identification No. DUNS No. (if applicable) Email/mail this questionnaire along with financial statements to the appropriate group below. A separate submittal is required for water/sewer, paving, and lighting: Work Category — Water Dept - Water/sewer Work Category — TPW Paving Work Category — TPW Ped/Rdwy Lighting john.kasavich@FortWorthTexas.gov TPW_Prequalification@fortworthtexas.gov clint.hoover@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. 3741 SW Loop 820, Fort Worth, Management Attn: Clint Hoover, P.E. 5001 Worth, TX 76102 TX 76133 Attn: Alicia Garcia James Ave. Fort Worth, TX 76115 *Financial Statements must be mailed. Mark the envelope: "Bidder Prequalification Application" 0045 13 - 2 BIDDER PREQUALIFICATION APPLICATION Page 2 of 8 BUSINESS CLASSIFICATION The following should be completed in order that we may properly classify your firm: (Check the block(s) which are applicable — Block 3 is to be left blank if Block 1 and/or Block 2 is checked) ❑ Has fewer than 100 employees and/or ❑ Has less than $6,000,000.00 in annual gross receipts OR ❑ Does not meet the criteria for being designated a small business as provided in Section 2006.001 of the Texas Government Code. The classification of your firm as a small or large business is not a factor in determining eligibility to become prequalified. Select major work categories for which you would like to be prequalified (City may deem you are not qualified for selected category or may approve you at a lesser size/length and maximum size may not be listed specifically under a major work category): MAJOR WORK CATEGORIES Water Department Augur Boring - 24-inch diameter casing and less Augur Boring - Greater than 24-inch diameter casing and greater Tunneling — 36-Inches — 60 —inches, and 350 LF or less _ Tunneling - 36-Inches — 60 —inches, and greater than 350 LF _ Tunneling — 66" and greater, 350 LF and greater Tunneling — 66" and greater, 350 LF or Less Cathodic Protection _ Water Distribution, Development, 8-inch diameter and smaller _ Water Distribution, Urban and Renewal, 8-inch diameter and smaller _ Water Distribution, Development, 12-inch diameter and smaller Water Distribution, Urban and Renewal, 12-inch diameter and smaller _ Water Transmission, Development, 24-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 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised August 13, 2021 Water and Sanitary Sewer Replacement CONTRACT 2021, WSM-C CITY PROJECT NO.1034500 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 on concrete street / ROW paving CITY OF FORT WORTH Water and Sanitary Sewer Replacement STANDARD CONSTRUCTION SPEC►FICATION DOCUMENTS CONTRACT 2021, WSM-C Revised August 13, 2021 CITY PROJECT NO.1034500 004513-4 BIDDER PREQUALIFICATION APPLICATION Page 4 of 8 1. List equipment you do not own but which is available by renting DESCRIPTION OF EQUIPMENT 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 *If requalifying only show work performed since last statement. 5.Have you ever failed to complete any work awarded to you? If so, where and why? 6. Has any officer or owner of your organization ever been an officer of another organization that failed to complete a contract? If so, state the name of the individual, other organization and reason. 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 WORTH Water and Sanitary Sewer Replacement STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CONTRACT 2021, WSM-C Revised August 13, 2021 CITY PROJECT NO.1034500 004513-5 BIDDER PREQUALIFICATION 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 from whom 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 Water and Sanitary Sewer Replacement STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CONTRACT 2021, WSM-C Revised August 13, 2021 CITY PROJECT NO.1034500 CORPORATION BLOCK If a corporation: Date of Incorporation Charter/File No. President Vice Presidents Secretary Treasurer LIMITED LIABILITY COMPANY BLOCK If a corporation: State of Incorporation Date of organization File No. Officers or Managers (with titles, if any) 0045 13 - 6 BIDDER PREQUALIFICATION APPLICATION Page 6 of PARTNERSHIP BLOCK If a partnership: State of Organization Date of organization Is partnership general, limited, or registered limited liability partnership? File No. (if Limited Partnership) General Partners/Officers Limited Partners (if applicable) Individuals authorized to sign for Partnership Except for limited partners, the individuals listed in the blocks above are presumed to have full signature authority for your firm unless otherwise advised. Should you wish to grant signature authority for additional individuals, please attach a certified copy of the corporate resolution, corporate minutes, partnership agreement, power of attorney or other legal documentation which grants this authority. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised August 13, 2021 Water and Sanitary Sewer Replacement CONTRACT 2021, WSM-C CITY PROJECT NO.1034500 0045 13-7 BIDDER PREQUALIFICATION APPLICATION Page 7 of 8 14. Equipment TOTAL Similar types of equipment may be lumped together. If your firm has more than 30 types of equipment, you may show these 30 types and show the remainder as "various". The City, by allowing you to show only 30 types of equipment, reserves the right to request a complete, detailed list of all your equipment. The equipment list is a representation of equipment under the control of the firm and which is related to the type of work for which the firm is seeking qualification. In the description include, the manufacturer, model, and general common description of each. ITEM QUANTITY l 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 - ITEM DESCRIPTION CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised August 13, 2021 BALANCESHEET VALUE TOTAL Water and Sanitary Sewer Replacement CONTRACT 202 1, WSM-C CITY PROJECT NO.1034500 00 45 13 - 8 BIDDER PREQUALIFICATION APPLICATION Page 8 of8 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 Water and Sanitary Sewer Replacement STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CONTRACT 2021, WSM-C Revised August 13, 2021 CITY PROJECT NO.1034500 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 00 45 26 - 1 CONTRACTOR COMPLIANCE WITH WORKER'S COMPENSATION LAW Page 1 of 1 SECTION 00 45 26 CONTRACTOR COMPLIANCE WITH WORKER'S COMPENSATION LAW Pursuant to Texas Labor Code Section 406.096(a), as amended, Contractor certifies that it provides worker's compensation insurance coverage for all of its employees employed on City Project No. 103411. Contractor further certifies that, pursuant to Texas Labor Code, Section 406.096(b), as amended, it will provide to City its subcontractor's certificates of compliance with worker's compensation coverage. CONTRACTOR:���L 1.nc ol6a Ciro CoA.fTi�r cTi%7 Ldi��lon By: �P/"P� A c�����%1✓/ Company / (Please Print) / Address 1•f 4G ,OIIAI, T,r�s T�iy6 City/State/Zip THE STATE OF TEXAS COUNTY OF TARRANT Signature: Title: /`�/rP�i/CTinf (Please Print) IfflaME S LANKFORD § ' Notary Public • Q!/Lb , * = STATE OF TEXAS %°,•" '•'.q,` Notary ID # 117594" My Comm. Bqt. October 7. 2027 BEFORE ME, the undersigned authority, on this day personally appeared j/,wxc, X, 0,&//y , known to me to be the person whose name is subscribed to the for6going instrument, and acknowledged to me that he/she executed the same as the act and deed of f-,, ' for the purposes and consideration therein expressed and in the capacity therein stated. VI V LdlN UNDER MY HAND AND SEAL OF OFFICE this /.� 14 day of 20ZP.e' Notary Public in and for the State Texas END OF SECTION CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 Water and Sanitary Sewer Replacement CONTRACT 2021, WSM-C CITY PROJECT NO. 103500 004540-1 Business Equity Goal Page 1 of 3 1 SECTION 00 45 40 2 Business Equity Goal 3 4 5 APPLICATION OF POLICY 6 If the total dollar value of the contract is $100,000 or more, then a Business Equity goal is applicable. 7 A Business Equity Firm refers to certified Minority-, and/or Women-, owned Business Enterprises 8 (M/WBEs). 9 10 POLICY STATEMENT 11 It is the policy of the City of Fort Worth to ensure the full and equitable participation of Business Equity 12 Firms when applicable, in the procurement of all goods and services. All requirements and regulations 13 stated in the City's Business Equity Ordinance No.25165-10-2021, (replacing Ordinance No. 24534-11- 14 2020 (codified at: httos://codelibrarv.amlegal.com/codes/ftworth/latest/ftworth tx/0-0-0-22593) apply 15 to this bid. 16 17 BUSINESS EQUITY PROJECT GOAL 18 The City's Business Equity goal on this project is 14% of the total bid value of the contract (Base bid 19 applies to Parks and Community Services). 20 21 METHODS TO COMPLY WITH THE GOAL 22 On City contracts where a Business Equity Goal is applied, offerors are required to comply with the City's 23 Business Equity Ordinance by meeting or exceeding the above stated goal or otherwise comply with the 24 ordinance through one of the following methods: 1. Commercially useful services performed by a 25 Business Equity prime contractor, 2. Business Equity subcontracting participation, 3. Combination of 26 Business Equity prime services and Business Equity subcontracting participation, 4. Business Equity 27 Joint Venture/Mentor-Protege participation, S. Good Faith Effort documentation, or 6. Prime 28 contractor Waiver documentation. 29 30 SUBMITTAL OF REQUIRED DOCUMENTATION 31 Applicable documents (listed below) must be received by the Purchasing Division, OR the offeror shall 32 EMAIL the Business Equity documentation to the assigned City of Fort Worth Project Manager or 33 Department Designee. Documents are to be received no later than 2:00 p.m., on the third City business 34 day after the bid opening date, exclusive of the bid opening date. CITY OF FORT WORTH Water and Sanitary Sewer Replacement STANDARD CONSTRUCTION SPECIFICATION DOCUMENTSCONTRACT 2021, WSM-C Revised October 27, 2021 CITY PROJECT NO. 103500 004540-2 Business Equity Goal Page 2 of 2 1 Letter of Intent 2 httt)s://aDDS.fortworthtexas.aov/ProiectResources/ResourcesP/60 - MWBE/Letter of Intent DVIN 3 2021.Ddf 4 5 Business Equity Good Faith Effort Form 6 httos://aoDs.fortworthtexas.aov/ProiectResources/ResourcesP/60 - MWBE/Good Faith Effort 7 Form_ DVIN2022.Ddf 8 9 Business Equity Prime Contractor Waiver Form 10 httDs:HaDDs.fortworthtexas.aov/ProiectResources/ResourcesP/60 - MWBE/MWBE Prime Contractor 11 Waiver-220313.Ddf 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 Business Equity Joint Venture Form httDs:HaDt)s.fortworthtexas.2ov/ProiectResources/ResourcesP/60 - MWBE/MWBE Joint Venture 220225.Ddf FAILURE TO ACHIEVE THE GOAL OR OTHERWISE COMPLY WITH THE ORDINANCE WILL RESULT IN THE BIDDER/OFFEROR BEING DECLARED NON -RESPONSIVE AND THE BID REJECTED. FAILURE TO SUBMIT THE REOUIRED BUSINESS EOUTY DOCUMENTATION OR OTHERWISE COMPLY WITH THE ORDINANCE WILL RESULT IN THE BID BEING DECLARED NON- RESPONSIVE. THE BID REJECTED AND MAY SUBJECT THE BIDDER/OFFEROR TO SANCTIONS AS DESCRIBED IN SEC. 20-373 OF THE ORDINANCE. For Questions, Please Contact The Business Equity Division of the Department of Diversity and Inclusion at (817) 392-2674. END OF SECTION CITY OF FORT WORTH Water and Sanitary Sewer Replacement STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CONTRACT 2021, WSM-C Revised October 27, 2021 CITY PROJECT NO. 103500 005243-1 Agreement Page 1 of 6 SECTION 00 52 43 AGREEMENT THIS AGREEMENT, authorized on 02/13/24 is made by and between the City of Fort Worth, a Texas home rule municipality, acting by and through its duly authorized City Manager, ("City"), and William J. Schultz, Inc. dba Circle C Construction Comnanv, authorized to do business in Texas, acting by and through its duly authorized representative, ("Contractor"). City and Contractor may jointly be referred to as Parties. City and Contractor, in consideration of the mutual covenants hereinafter set forth, agree as follows: Article 1. WORK Contractor shall complete all Work as specified or indicated in the Contract Documents for the Project identified herein. Article 2. PROJECT The project for which the Work under the Contract Documents may be the whole or only a part is generally described as follows: Water Replacements Part 2: Camp Bowie Water Improvements City Project No. 105062 Article 3. CONTRACT PRICE City agrees to pay Contractor for performance of the Work in accordance with the Contract Documents an amount, in current funds, of One Million, Two Hundred Eighty Thousand, Two Hundred Five and No/100 Dollars ($1,280,205.00). Contract price may be adjusted by change orders duly authorized by the Parties. Article 4. CONTRACT TIME 4.1 Final Acceptance. The Work will be complete for Final Acceptance within 690 calendar 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. The work for Part 2 will be complete for Final Acceptance within 120 calendar days after the date when the Contract Time commences to run, or by end of June 2024, whichever is earlier, as provided in Paragraph 2.03 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 Fiftv and 00/100 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. CITY OF FORT WORTH Water Replacements Part 2: Camp Bowie Water Improvements STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project Number 105062 Revised 08/22/2022 005243-2 Agreement Page 2 of 6 Article 5. CONTRACT DOCUMENTS 5.1 CONTENTS: A. The Contract Documents which comprise the entire agreement between City and Contractor concerning the Work consist of the following: 1. This Agreement. 2. Attachments to this Agreement: a. Bid Form 1) Proposal Form 2) Vendor Compliance to State Law Non -Resident Bidder 3) Prequalification Statement 4) State and Federal documents (project specific) b. Current Prevailing Wage Rate Table c. Insurance 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 Commitment 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. CITY OF FORT WORTH Water Replacements Part 2: Camp Bowie Water Improvements STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project Number 105062 Revised 08/22/2022 005243-3 Agreement Page 3 of 6 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 Drovision is svecifically intended to overate 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 Dart, by anv act, omission or negligence of the citv. 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. 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 svecifically intended to overate and be effective even if it is alleged or Droven that all or some of the damages being sought were caused, in whole or in Dart, by anv act, omission or neg Uii ence 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 the 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. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised 08/22/2022 Water Replacements Part 2: Camp Bowie Water Improvements City Project Number 105062 005243-4 Agreement Page 4 of 6 T5 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. 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, 87'" 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 $I0O,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: (2) 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, 87t" 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 accept as otherwise provided by Chapter 2274 of the Texas Government Code (as added by Acts 2021, 87'1' 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 CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised 08/22/2022 Water Replacements Part 2: Camp Bowie Water Improvements City Project Number 105062 005243-5 Agreement Page 5 of 6 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, 87"' 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. 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 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 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised 08/22/2022 Water Replacements Part 2: Camp Bowie Water Improvements City Project Number 105062 005243-6 Agreement Page 6 of 6 IN WITNESS WHEREOF, City and Contractor have executed this Agreement to be effective as of the date subscribed by the City's designated Assistant City Manager ("Effective Date"). Contractor: William J. Schultz, Inc. dba Circle C Construction Company By: (Signature) Teresa S. Skelly (Printed Name) Title: President P. O. Box 40328 500 W. Trammell Address: Fort Wortblgxas 76140 City/State/Zip: Date: Date OFFICIAL. RECORD CITY SECRETARY FT. WORTH, TX City of Fort Worth �JG Fernando Costa Assistant City Manager Mar 8, 2024 Date Attest: a o 04 G moo cQ v M&C: 24-0134 Date: 02/13/2024 Form 1295 No.: 2024-1113431 Contract Compliance Manager: By signing, I acknowledge that I am the person responsible for the monitoring and administration of this contract, including ensuring all performance and reporting requirements. A-a,,Sc Preen KC Project Manager Approved as to Form and Legality: Douglas Black (Mar 8, 202418:03 CST) Douglas W. Black Sr. Assistant City Attorney APPROVAL RECOMMENDED: Christopher Na der (Mar fi, 2024 09:57 CST) Christopher Harder, P.E. Director, Water Department CITY OF FORT WORTH Water Replacements Part 2: Camp Bowie Water Improvements STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project Number 105062 Revised 08/22/2022 0 BOND NO. 100161580 006113-1 PERFORMANCE BOND Page 1 of 2 2 SECTION 00 61 13 3 PERFORMANCE BOND 4 5 THE STATE OF TEXAS § 6 § KNOW ALL BY THESE PRESENTS: 7 COUNTY OF TARRANT § 8 9 That we, William J. Schultz, Inc. dba Circle C Construction Companv, known as "Principal' 10 herein and Merchants Bondine Comganv (Mutual). a corporate surety(sureties, if more than one) duly 11 authorized to do business in the State of Texas, known as "Surety" herein (whether one or more), are held 12 and firmly bound unto the City of Fort Worth, a municipal corporation created pursuant to the laws of 13 Texas, known as "City" herein, in the penal sum of One Million, Two Hundred Eighty Thousand, Two 14 Hundred Five and No/100 Dollars ($1,280,205.00), lawful money of the United States, to be paid in 15 Fort Worth, Tarrant County, Texas for the payment of which sum well and truly to be made, we bind 16 ourselves, our heirs, executors, administrators, successors and assigns, jointly and severally, firmly by 17 these presents. 18 WHEREAS, the Principal has entered into a certain written contract with the City awarded the 19 13th day of Februarv, 2024, which Contract is hereby referred to and made a part hereof for all purposes 20 as if fully set forth herein, to furnish all materials, equipment labor and other accessories defined by law, 21 in the prosecution of the Work, including any Change Orders, as provided for in said Contract designated 22 as Water Replacements Part 2: Camp Bowie Water Improvements — City Proiect Number 105062. 23 NOW, THEREFORE, the condition of this obligation is such that if the said Principal shall 24 faithfully perform it obligations under the Contract and shall in all respects duly and faithfully perform 25 the Work, including Change Orders, under the Contract, according to the plans, specifications, and 26 contract documents therein referred to, and as well during any period of extension of the Contract that 27 may be granted on the part of the City, then this obligation shall be and become null and void, otherwise 28 to remain in full force and effect. 29 PROVIDED FURTHER, that if any legal action be filed on this Bond, venue shall lie in Tarrant 30 County, Texas or the United States District Court for the Northern District of Texas, Fort Worth Division. CITY OF FORT WORTH Water Replacements Part 2: Camp Bowie Water Improvements STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 105062 Revised July 1, 2011 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 0061 13 - 2 PERFORMANCE BOND Page 2 of 2 This bond is made and executed in compliance with the provisions of Chapter 2253 of the Texas Government Code, as amended, and all liabilities on this bond shall be determined in accordance with the provisions of said statue. 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 Februarv, 2024. ATTEST: (Principal) Secretary, Michele S ankfor Witness as to Principal i Witness as to Surety, John A. iller PRINCIPAL: William J. Schultz, Inc. dba Circle C- Construction Company BY: Signature Teresa S. Skelly, President Name and Title Address: P. O. Box 40328 Fort Worth, TX 76140 SURETY: MelrchantA &oQdina Company (Mutual) BY: Signature Sheryl A. Klutts, Attorney -in -Fact Name and Title Address: 6700 Westown Parkwav West Des Moines, IA 50266 Telephone Number: 1-800-678-8171 Note: If signed by an officer of the Surety, there must be on file a certified extract from the bylaws showing that this person has authority to sign such obligation. If Surety's physical address is different from its mailing address, both must be provided. The date of the bond shall not be prior to the date the Contract is awarded. CITY OF FORT WORTH Water Replacements Part 2: Camp Bowie Water Improvements STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 105062 Revised July 1, 2011 0061 14 - 1 PAYMENT BOND Page 1 of 2 1 BOND NO. 100161580 2 SECTION 00 6114 3 PAYMENT BOND 4 5 THE STATE OF TEXAS § 6 § KNOW ALL BY THESE PRESENTS: 7 COUNTY OF TARRANT § 8 That we, William J. Schultz, Inc. dba Circle C Construction Comnanv, known as "Principal' 9 herein, and Merchants Bonding Comganv (Mutual), a corporate surety (sureties), duly authorized to do 10 business in the State of Texas, known as "Surety" herein (whether one or more), are held and firmly 11 bound unto the City of Fort Worth, a municipal corporation created pursuant to the laws of the State of 12 Texas, known as "City" herein, in the penal sum of One Million, Two Hundred Eighty Thousand, Two 13 Hundred Five and No/100 Dollars ($1,280,205.00), lawful money of the United States, to be paid in 14 Fort Worth, Tarrant County, Texas, for the payment of which sum well and truly be made, we bind 15 ourselves, our heirs, executors, administrators, successors and assigns, jointly and severally, firmly by 16 these presents: 17 WHEREAS, Principal has entered into a certain written Contract with City, awarded the 13th 18 day of February. 2024 which Contract is hereby referred to and made a part hereof for all purposes as if 19 fully set forth herein, to furnish all materials, equipment, labor and other accessories as defined by law, in 20 the prosecution of the Work as provided for in said Contract and designated as Water Replacements 21 Part 2: Camp Bowie Water Improvements — City Proiect Number 105062. 22 NOW, THEREFORE, THE CONDITION OF THIS OBLIGATION is such that if Principal 23 shall pay all monies owing to any (and all) payment bond beneficiary (as defined in Chapter 2253 of the 24 Texas Government Code, as amended) in the prosecution of the Work under the Contract, then this 25 obligation shall be and become null and void; otherwise to remain in full force and effect. 26 This bond is made and executed in compliance with the provisions of Chapter 2253 of the Texas 27 Government Code, as amended, and all liabilities on this bond shall be determined in accordance with the 28 provisions of said statute. 29 30 CITY OF FORT WORTH Water Replacements Part 2: Camp Bowie Water Improvements STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 105062 Revised July 1, 2011 2 3 4 5 6 7 8 9 0061 14 - 2 PAYMENTBOND Page 2 of 2 IN WITNESS WHEREOF, the Principal and Surety have each SIGNED and SEALED this instrument by duly authorized agents and officers on this 13th day of Februarv, 2024. ATTEST: M (Principal) Secretary, Michele S. L kford Witness as to Principal ATTEST: (zaaro-* Witness as to Surety, John A. Miller PRINCIPAL: William J. Schultz, Inc. dba Circle C Construction Company % BY: Signature Teresa S. Skelly — President Name and Title Address: P. O. Box 40328 Fort Worth, TX 76140 SURETY: Merchants Bo di ompany (Mutual) BY: -7A�/ "'a 1�� Signature Sheryl A. Klutts, Attorney -in -Fact Name and Title Address: 6700 Westown Parkway West Des Moines, IA 50266-7754 Telephone Number: 1-800-678-8171 Note: If signed by an officer of the Surety, there must be on file a certified extract from the bylaws showing that this person has authority to sign such obligation. If Surety's physical address is different from its mailing address, both must be provided. The date of the bond shall not be prior to the date the Contract is awarded. END OF SECTION CITY OF FORT WORTH Water Replacements Part 2: Camp Bowie Water Improvements STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 105062 Revised July 1, 2011 0061 19-1 MAINTENANCE BOND Pagel of 3 BOND NO. 100161580 2 SECTION 00 61 19 3 MAINTENANCE BOND 4 5 THE STATE OF TEXAS § 6 § KNOW ALL BY THESE PRESENTS: 7 COUNTY OF TARRANT § 8 9 That we, William J. Schultz, Inc. dba Circle C Construction Companv, known as "Principal" 10 herein and Merchants BondinE Comnanv (Mutual), a corporate surety (sureties, if more than one) duly 1 1 authorized to do business in the State of Texas, known as "Surety" herein (whether one or more), are held 12 and firmly bound unto the City of Fort Worth, a municipal corporation created pursuant to the laws of the 13 State of Texas, known as "City" herein, in the sum of One Million, Two Hundred Eighty Thousand, 14 Two Hundred Five and No/100 Dollars ($1,280,205.00). lawful money of the United States, to be paid 15 in Fort Worth, Tarrant County, Texas, for payment of which sum well and truly be made unto the City 16 and its successors, we bind ourselves, our heirs, executors, administrators, successors and assigns, jointly 17 and severally, firmly by these presents. 18 19 WHEREAS, the Principal has entered into a certain written contract with the City awarded the 13th 20 day of Februarv, 2024, which Contract is hereby referred to and a made part hereof for all purposes as if 21 fully set forth herein, to furnish all materials, equipment labor and other accessories as defined by law, in 22 the prosecution of the Work, including any Work resulting from a duly authorized Change Order 23 (collectively herein, the "Work") as provided for in said contract and designated as Water Replacements 24 Part 2: Camp Bowie Water Improvements — City Proiect Number 105062, and 25 26 WHEREAS, Principal binds itself to use such materials and to so construct the Work in accordance 27 with the plans, specifications and Contract Documents that the Work is and will remain free from defects 28 in materials or workmanship for and during the period of two (2) years after the date of Final Acceptance 29 of the Work by the City ("Maintenance Period"); and 30 31 WHEREAS, Principal binds itself to repair or reconstruct the Work in whole or in part upon 32 receiving notice from the City of the need therefor at any time within the Maintenance Period. 33 CITY OF FORT WORTH Water Replacements Part 2: Camp Bowie Water Improvements STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 105062 Revised July 1, 2011 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 006119-2 MAINTENANCE BOND Page 2 of 3 NOW THEREFORE, the condition of this obligation is such that if Principal shall remedy any defective Work, for which timely notice was provided by City, to a completion satisfactory to the City, then this obligation shall become null and void; otherwise to remain in full force and effect. PROVIDED, HOWEVER, if Principal shall fail so to repair or reconstruct any timely noticed defective Work, it is agreed that the City may cause any and all such defective Work to be repaired and/or reconstructed with all associated costs thereof being borne by the Principal and the Surety under this Maintenance bond; and PROVIDED FURTHER, that if any legal action be filed on this Bond, venue shall lie in Tarrant County, Texas or the United States District Court for the Northern District of Texas, Fort Worth Division; and PROVIDED FURTHER, that this obligation shall be continuous in nature and successive recoveries may be had hereon for successive breaches. CITY OF FORT WORTH Water Replacements Part 2: Camp Bowie Water Improvements STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 105062 Revised July 1, 2011 2 3 4 5 6 7 8 9 ]0 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 0061 19 - 3 MAINTENANCE BOND Page 3 of 3 IN WITNESS WHEREOF, the Principal and the Surety have each SIGNED and SEALED this instrument by duly authorized agents and officers on this the 13th day of Februarv. 2024. ATTEST: G (n fn�� 1 @ .`� l)AX' LD (Principal) Secretary, Michele S. Lankf Witness as to Principal Witness as to Surety, John A. Miller PRINCIPAL: William J. Schultz. Inc. dba Circle C Construction Comr)anv BY: Signature Teresa S. Skelly, President Name and Title Address: P. O. Box 40328 Fort Worth, TX 76140 SURETY: Merchants n2 Comvan _ (Mut a BY: Signature Sheryl A. Klutts, Attorney -in -Fact Name and Title Address: 6700 Westown Parkway West Des Moines, IA 50266 Telephone Number: 1-800-678-8171 *Note: If signed by an officer of the Surety Company, there must be on file a certified extract from the by-laws showing that this person has authority to sign such obligation. If Surety's physical address is different from its mailing address, both must be provided. The date of the bond shall not be prior to the date the Contract is awarded. CITY OF FORT WORTH Water Replacements Part 2: Camp Bowie Water Improvements STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 105062 Revised July 1, 2011 MERCHANTS"°�''' \ BONDING COMPANY. POWER OF ATTORNEY Know All Persons By These Presents, that MERCHANTS BONDING COMPANY (MUTUAL) and MERCHANTS NATIONAL BONDING, INC., both being corporations of the State of Iowa, d/b/a Merchants National Indemnity Company (in California only) (herein collectively called the "Companies") do hereby make, constitute and appoint, individually, John A Miller; Sheryl A Klutts their true and lawful Attorney(s)-in-Fact, to sign its name as surety(ies) and to execute, seal and acknowledge any and all bonds, undertakings, contracts and other written instruments in the nature thereof, on behalf of the Companies in their business of guaranteeing the fidelity of persons, guaranteeing the performance of contracts and executing or guaranteeing bonds and undertakings required or permitted in any actions or proceedings allowed by law. This Power -of -Attorney is granted and is signed and sealed by facsimile under and by authority of the following By -Laws adopted by the Board of Directors of Merchants Bonding Company (Mutual) on April 23, 2011 and amended August 14, 2015 and adopted by the Board of Directors of Merchants National Bonding, Inc., on October 16, 2015. "The President, Secretary, Treasurer, or any Assistant Treasurer or any Assistant Secretary or any Vice President shall have power and authority to appoint Attorneys -in -Fact, and to authorize them to execute on behalf of the Company, and attach the seal of the Company thereto, bonds and undertakings, recognizances, contracts of indemnity and other writings obligatory in the nature thereof." "The signature of any authorized officer and the seal of the Company may be affixed by facsimile or electronic transmission to any Power of Attorney or Certification thereof authorizing the execution and delivery of any bond, undertaking, recognizance, or other suretyship obligations of the Company, and such signature and seal when so used shall have the same force and effect as though manually fixed." In connection with obligations in favor of the Florida Department of Transportation only, it is agreed that the power and aut hority hereby given to the Attorney -in -Fact includes any and all consents for the release of retained percentages and/or final estimates on engineering and construction contracts required by the State of Florida Department of Transportation. It is fully understood that consenting to the State of Florida Department of Transportation making payment of the final estimate to the Contractor and/or its assignee, shall not relieve this surety company of any of its obligations under its bond. In connection with obligations in favor of the Kentucky Department of Highways only, it is agreed that the power and authority hereby given to the Attorney -in -Fact cannot be modified or revoked unless prior written personal notice of such intent has been given to the Commissioner - Department of Highways of the Commonwealth of Kentucky at least thirty (30) days prior to the modification or revocation. In Witness Whereof, the Companies have caused this instrument to be signed and sealed this 20th day of March 2023 •'•tfiON,q •••. ••• MERCHANTS BONDING COMPANY (MUTUAL) •�� Q' �'•. ••�Q��...C4/jjA.» MERCHANTS NATIONAL BONDING, INC. r,��•�µPO/jq•4p �ic1P0, ,'- -r • d/b/a MERCHANTS NATIONAL INDEMNITY COMPANY v' 2003 :��; :may: 1933 "c: By ;d �c »mod• A .,•.� •........•.��. •»• ....... �.�••» President STATE OF IOWA •.,���•••�•.• •.» ••.• COUNTY OF DALLAS ss. On this 20th day of March 2023 before me appeared Larry Taylor, to me personally known, who being by me duly sworn did say that he is President of MERCHANTS BONDING COMPANY (MUTUAL) and MERCHANTS NATIONAL BONDING, INC.; and that the seals affixed to the foregoing instrument are the Corporate Seals of the Companies; and that the said instrument was signed and sealed in behalf of the Companies by authority of their respective Boards of Directors. Kim Lee Commission Number 702737 My Commissm Expires �y ) rnr<� ApM 14, 2024 J r Notary Public (Expiration of notary's commission does not invalidate this instrument) I, William Warner, Jr., Secretary of MERCHANTS BONDING COMPANY (MUTUAL) and MERCHANTS NATIONAL BONDING, INC., do hereby certify that the above and foregoing is a true and correct copy of the POWER -OF -ATTORNEY executed by said Companies, which is still in full force and effect and has not been amended or revoked. In Witness Whereof, I have hereunto set my hand and affixed the seal of the Companies on this 13th day of February, 2024. Af<10Nq� •.• -� G.0 •. = ; y �, ,.�'. <. S!✓���i s-C� e%I'Q/�./�' _ 2003 1933 a' c • Secretary POA 0018 (10/22)""""'• »•• MERCHANTS BONDING COMPANY. MERCHANTS BONDING COMPANY (MUTUAL) • MERCHANTS NATIONAL BONDING, INC. P.O. Box 14498 • DES MOINES, IOWA 50306-3498 (800) 678-8171 (515) 243-3854 FAX Please send all notices of claim on this bond to: Merchants Bonding Company (Mutual) / Merchants National Bonding, Inc. P.O. Box 14498 Des Moines, Iowa 50306-3498 (515)243-8171 (800) 678-8171 Physical Address: 6700 Westown Parkway, West Des Moines, Iowa 50266 SUP 0073 TX (2/15) POLICY NUMBER: CPP100051064 COMMERCIAL GENERAL LIABILITY CGL 121 (02 21) THIS ENDORSEMENT CHANGES THE POLICY. PLEASE READ IT CAREFULLY. ADDITIONAL INSURED - OWNERS, LESSEES OR CONTRACTORS - AUTOMATIC STATUS WHEN REQUIRED IN CONTRACT OR AGREEMENT - ONGOING OPERATIONS AND PRODUCTS -COMPLETED OPERATIONS (TEXAS LIMITED SOLE NEGLIGENCE) This endorsement modifies insurance provided under the following: COMMERCIAL GENERAL LIABILITY COVERAGE FORM SCHEDULE (OPTIONAL) Name of Additional Insured Persons or Organizations (As required by written contract or agreement per Paragraph A. below.) Locations of Covered Operations (As per the written contract or agreement, provided the location is within the "coverage territory".) (Information required to complete this Schedule, if not shown above, will be shown in the Declarations.) A. Section II — Who Is An Insured is amended to include as an additional insured: 1. Any person or organization for whom you are performing operations when you and such person or organization have agreed in writing in a contract or agreement in effect during the term of this policy that such person or organization be added as an additional insured on your policy; and 2. Any other person or organization you are required to add as an additional insured under the contract or agreement described in Paragraph 1. above; and 3. The particular person or organization, if any, scheduled above. Such person(s) or organization(s) is an additional insured only with respect to liability for "bodily injury", "property damage" or "personal and advertising injury" occurring after the execution of the contract or agreement described in Paragraph 1. above and caused, in whole or in part, by: a. Your acts or omissions; or b. The acts or omissions of those acting on your behalf; in the performance of your ongoing operations for the additional insured; or c. "Your work" performed for the additional insured and included in the "products -completed operations hazard" if such coverage is specifically required in the written contract or agreement. With respect to liability of the additional insured for "bodily injury" of an employee or agent of a named insured or the employee of a named insured's subcontractor, coverage shall apply for the partial or sole negligence of the additional insured, but only if such coverage is specifically required in the written contract or agreement. However, the insurance afforded to such additional insured(s) described above: a. Only applies to the extent permitted by law; b. Will not be broader than that which you are required by the contract or agreement to provide for such additional insured; CGL 121 (02 21) Includes copyrighted material of the Insurance Services Office, Inc., with its permission. Page 1 of 2 Copyright 2020 FCCI Insurance Group. QUOTE POLICY NUMBER: CPP100051064 COMMERCIAL GENERAL LIABILITY CGL 121 (02 21) c. Will not be broader than that which is afforded to you under this policy; and d. Nothing herein shall extend the term of this policy. B. The insurance provided to the additional insured does not apply to "bodily injury", "property damage" or "personal and advertising injury" arising out of the rendering of, or the failure to render, any professional architectural, engineering or surveying services, including: 1. The preparing, approving, or failing to prepare or approve, maps, shop drawings, opinions, reports, surveys, field orders, change orders or drawings and specifications; or 2. Supervisory, inspection, architectural or engineering activities. C. This insurance is excess over any other valid and collectible insurance available to the additional insured whether on a primary, excess, contingent or any other basis; unless the written contract or agreement requires that this insurance be primary and non-contributory, in which case this insurance will be primary and non-contributory relative to insurance on which the additional insured is a Named Insured. D. With respect to the insurance afforded to these additional insureds, the following is added to Section III — Limits of Insurance: The most we will pay on behalf of the additional insured is the amount of insurance: 1. Required by the contract or agreement described in Paragraph A.1.; or 2. Available under the applicable Limits of Insurance; whichever is less. This endorsement shall not increase the applicable Limits of Insurance. E. Section IV — Commercial General Liability Conditions is amended as follows: The Duties In The Event of Occurrence, Offense, Claim or Suit condition is amended to add the following additional conditions applicable to the additional insured: An additional insured under this endorsement must as soon as practicable: 1. Give us written notice of an "occurrence" or an offense which may result in a claim or "suit' under this insurance, and of any claim or "suit' that does result; 2. Send us copies of all legal papers received in connection with the claim or "suit', cooperate with us in the investigation or settlement of the claim or defense against the "suit', and otherwise comply with all policy conditions; and 3. Tender the defense and indemnity of any claim or "suit' to any provider of other insurance which would cover the additional insured for a loss we cover under this endorsement and agree to make available all such other insurance. However, this condition does not affect Paragraph C. above. We have no duty to defend or indemnify an additional insured under this endorsement until we receive from the additional insured written notice of a claim or "suit'. F. This endorsement does not apply to any additional insured or project that is specifically identified in any other additional insured endorsement attached to the Commercial General Liability Coverage Form. CGL 121 (02 21) Includes copyrighted material of the Insurance Services Office, Inc., with its permission. Page 2 of 2 Copyright 2020 FCCI Insurance Group. QUOTE Policy #CPP100051064 FIRST CHOICE CONTRACTORS LIABILITY ENDORSEMENT TABLE OF CONTENTS DESCRIPTION PAGE AdditionalInsured Coverage...................................................................................................................................... 9 BailBonds................................................................................................................................................................... 9 BlanketWaiver of Subrogation................................................................................................................................. 14 BodilyInjury and Property Damage........................................................................................................................... 1 Care, Custody or Control............................................................................................................................................ 3 Contractors Errors and Omissions............................................................................................................................. 6 Contractual Liability (Personal & Advertising Injury).................................................................................................. 2 ElectronicData Liability.............................................................................................................................................. 1 GeneralLiability Conditions...................................................................................................................................... 13 IncidentalMalpractice................................................................................................................................................. 9 Insured........................................................................................................................................................................ 9 Limited Product Withdrawal Expense........................................................................................................................ 3 Limitsof Insurance................................................................................................................................................... 11 Lossof Earnings......................................................................................................................................................... 9 LostKey Coverage..................................................................................................................................................... 8 Newly Formed or Acquired Organizations............................................................................................................... 11 Non -Owned Watercraft... ............................................................................................................................................ 1 Property Damage Liability — Borrowed Equipment.................................................................................................... 1 Tenant's Property and Premises Rented To You...................................................................................................... 8 VoluntaryProperty Damage....................................................................................................................................... 2 QUOTE Policy #CPP100051064 COMMERCIAL GENERAL LIABILITY CGL 088 (02 21) THIS ENDORSEMENT CHANGES THE POLICY. PLEASE READ IT CAREFULLY. FIRST CHOICE CONTRACTORS LIABILITY ENDORSEMENT This endorsement modifies insurance provided under the following: COMMERCIAL GENERAL LIABILITY COVERAGE FORM NOTE: The following are additions, replacements and amendments to the Commercial General Liability Coverage Form, and will apply unless excluded by separate endorsement(s) to the Commercial General Liability Coverage Form. The COMMERCIAL GENERAL LIABILITY COVERAGE FORM is amended as follows: SECTION I - COVERAGES, COVERAGE A. BODILY INJURY AND PROPERTY DAMAGE is amended as follows: 1. Extended "Property Damage" Exclusion 2.a., Expected or Intended Injury, is replaced with the following: a. 'Bodily injury' or "property damage" expected or intended from the standpoint of the insured. This exclusion does not apply to "bodily injury" or "property damage" resulting from the use of reasonable force to protect persons or property. 2. Non -owned Watercraft Exclusion 2.g. (2) (a) is replaced with the following: (a) Less than 51 feet long; and 3. Property Damage Liability — Borrowed Equipment The following is added to Exclusion 2.j. (4): Paragraph (4) of this exclusion does not apply to "property damage" to borrowed equipment while at a jobsite and not being used to perform operations. The most we will pay for "property damage" to any one borrowed equipment item under this coverage is $25,000 per "occurrence". The insurance afforded under this provision is excess over any other valid and collectible property insurance (including deductible) available to the insured, whether primary, excess, contingent or on any other basis. 4. Limited Electronic Data Liability Exclusion 2.p. is replaced with the following: p. Electronic Data Damages arising out of the loss of, loss of use of, damage to, corruption of, inability to access, or inability to manipulate "electronic data" that does not result from physical injury to tangible property. The most we will pay under Coverage A for "property damage" because of all loss of "electronic data" arising out of any one 'occurrence" is $10,000. We have no duty to investigate or defend claims or "suits" covered by this Limited Electronic Data Liability coverage. The following definition is added to SECTION V — DEFINITIONS of the Coverage Form: "Electronic data" means information, facts or programs stored as or on, created or used on, or transmitted to or from computer software (including systems and applications software), hard or floppy disks, CD- ROMS, tapes, drives, cells, data processing devices or any other media which are used with electronically controlled equipment. CGL 088 (02 21) Includes copyrighted material of the Insurance Services Office, Inc., with its permission. Page 1 of 14 Copyright 2020 FCCI Insurance Group QUOTE COMMERCIAL GENERAL LIABILITY CGL 088 (02 21) For purposes of this Limited Electronic Data Liability coverage, the definition of `Property Damage" in SECTION V — DEFINITIONS of the Coverage Form is replaced by the following: 17. "Property damage" means: a. Physical injury to tangible property, including all resulting loss of use of that property. All such loss of use shall be deemed to occur at the time of the physical injury that caused it; b. Loss of use of tangible property that is not physically injured. All such loss of use shall be deemed to occur at the time of the "occurrence" that caused it; c. Loss of, loss of use of, damage to, corruption of, inability to access, or inability to properly manipulate "electronic data", resulting from physical injury to tangible property. All such loss of "electronic data" shall be deemed to occur at the time of the "occurrence" that caused it. For purposes of this insurance, "electronic data" is not tangible property. SECTION I — COVERAGES, COVERAGE B. PERSONAL AND ADVERTISING INJURY LIABILITY is amended as follows: Paragraph 2.e. Exclusions — the Contractual Liability Exclusion is deleted. SECTION I — COVERAGES, the following coverages are added: COVERAGE D. VOLUNTARY PROPERTY DAMAGE 1. Insuring Agreement We will pay, at your request, for "property damage" caused by an 'occurrence", to property of others caused by you, or while in your possession, arising out of your business operations. The amount we will pay for damages is described in SECTION III LIMITS OF INSURANCE. 2. Exclusions This insurance does not apply to: "Property Damage" to: a. Property at premises owned, rented, leased or occupied by you; b. Property while in transit; c. Property owned by, rented to, leased to, loaned to, borrowed by, or used by you; d. Premises you sell, give away, or abandon, if the "property damage" arises out of any part of those premises; e. Property caused by or arising out of the "products -completed operations hazard"; f. Motor vehicles; g. "Your product' arising out of it or any part of it; or h. "Your work" arising out of it or any part of it. 3. Deductible We will not pay for loss in any one 'occurrence" until the amount of loss exceeds $250. We will then pay the amount of loss in excess of $250 up to the applicable limit of insurance. 4. Cost Factor In the event of a covered loss, you shall, if requested by us, replace the damaged property or furnish the labor and materials necessary for repairs thereto at your actual cost, excluding profit or overhead charges. CGL 088 (02 21) Includes copyrighted material of the Insurance Services Office, Inc., with its permission. Page 2 of 14 Copyright 2020 FCCI Insurance Group QUOTE COMMERCIAL GENERAL LIABILITY CGL 088 (02 21) The insurance afforded under COVERAGE D is excess over any other valid and collectible property or inland marine insurance (including the deductible applicable to the property or inland marine coverage) available to you whether primary, excess, contingent or any other basis. Coverage D covers unintentional damage or destruction, but does not cover disappearance, theft, or loss of use. The insurance under COVERAGE D does not apply if a loss is paid under COVERAGE E. COVERAGE E. CARE, CUSTODY OR CONTROL 1. Insuring Agreement We will pay those sums that the insured becomes legally obligated to pay as damages because of "property damage" caused by an `occurrence", to property of others while in your care, custody, or control or property of others as to which you are exercising physical control if the "property damage" arises out of your business operations. The amount we will pay for damages is described in SECTION III LIMITS OF INSURANCE. 2. Exclusions This insurance does not apply to: "Property Damage" to: a. Property at premises owned, rented, leased or occupied by you; b. Property while in transit; c. Premises you sell, give away, or abandon, if the "property damage" arises out of any part of those premises; d. Property caused by or arising out of the "products -completed operations hazard"; e. Motor vehicles; f. "Your product' arising out of it or any part of it; or g. "Your work" arising out of it or any part of it. 3. Deductible We will not pay for loss in any one 'occurrence" until the amount of loss exceeds $250. We will then pay the amount of loss in excess of $250 up to the applicable limit of insurance. 4. Cost Factor In the event of a covered loss, you shall, if requested by us, replace the damaged property or furnish the labor and materials necessary for repairs thereto at your actual cost, excluding profit or overhead charges. The insurance afforded under COVERAGE E is excess over any other valid and collectible property or inland marine insurance (including the deductible applicable to the property or inland marine coverage) available to you whether primary, excess, contingent or any other basis. The insurance under COVERAGE E does not apply if a loss is paid under COVERAGE D. COVERAGE F. LIMITED PRODUCT WITHDRAWAL EXPENSE 1. Insuring Agreement a. If you are a "seller", we will reimburse you for "product withdrawal expenses" associated with "your product' incurred because of a "product withdrawal' to which this insurance applies. The amount of such reimbursement is limited as described in SECTION III - LIMITS OF INSURANCE. No other obligation or liability to pay sums or perform acts or services is covered. CGL 088 (02 21) Includes copyrighted material of the Insurance Services Office, Inc., with its permission. Page 3 of 14 Copyright 2020 FCCI Insurance Group QUOTE COMMERCIAL GENERAL LIABILITY CGL 088 (02 21) a. This insurance applies to a "product withdrawal" only if the "product withdrawal" is initiated in the "coverage territory" during the policy period because: (1) You determine that the "product withdrawal" is necessary; or (2) An authorized government entity has ordered you to conduct a "product withdrawal". c. We will reimburse only those "product withdrawal expenses" which are incurred and reported to us within one year of the date the "product withdrawal" was initiated. d. The initiation of a "product withdrawal" will be deemed to have been made only at the earliest of the following times: (1) When you have announced, in any manner, to the general public, your vendors or to your employees (other than those employees directly involved in making the determination) your decision to conduct a "product withdrawal" This applies regardless of whether the determination to conduct a "product withdrawal" is made by you or is requested by a third party; (2) When you received, either orally or in writing, notification of an order from an authorized government entity to conduct a "product withdrawal; or (3) When a third party has initiated a "product withdrawal" and you communicate agreement with the "product withdrawal", or you announce to the general public, your vendors or to your employees (other than those employees directly involved in making the determination) your decision to participate in the "product withdrawal", whichever comes first. e. "Product withdrawal expenses" incurred to withdraw "your products" which contain: (1) The same "defect" will be deemed to have arisen out of the same "product withdrawal"; or (2) A different "defect" will be deemed to have arisen out of a separate "product withdrawal" if newly determined or ordered in accordance with paragraph 1.b of this coverage. 2. Exclusions This insurance does not apply to "product withdrawal" expenses" arising out of: a. Any "product withdrawal" initiated due to: (1) The failure of "your products" to accomplish their intended purpose, including any breach of warranty of fitness, whether written or implied. This exclusion does not apply if such failure has caused or is reasonably expected to cause "bodily injury" or physical damage to tangible property. (2) Copyright, patent, trade secret or trademark infringements; (3) Transformation of a chemical nature, deterioration or decomposition of "your product", except if it is caused by: (a) An error in manufacturing, design, processing or transportation of "your product"; or (b) "Product tampering". (4) Expiration of the designated shelf life of "your product". b. A "product withdrawal", initiated because of a "defect" in "your product" known to exist by the Named Insured or the Named Insured's "executive officers", prior to the inception date of this Coverage Part or prior to the time "your product" leaves your control or possession. c. Recall of any specific products for which "bodily injury" or "property damage" is excluded under Coverage A - Bodily Injury And Property Damage Liability by endorsement. d. Recall of "your products" which have been banned from the market by an authorized government entity prior to the policy period. e. The defense of a claim or "suit" against you for "product withdrawal expenses". CGL 088 (02 21) Includes copyrighted material of the Insurance Services Office, Inc., with its permission. Page 4 of 14 Copyright 2020 FCCI Insurance Group QUOTE COMMERCIAL GENERAL LIABILITY CGL 088 (02 21) 3. For the purposes of the insurance afforded under COVERAGE F, the following is added to 2. Duties In The Event Of Occurrence, Offense, Claim Or Suit Condition under SECTION IV — COMMERCIAL GENERAL LIABILITY CONDITIONS: e. Duties In The Event Of A "Defect" Or A "Product Withdrawal" (1) You must see to it that we are notified as soon as practicable of any actual, suspected or threatened "defect" in "your products", or any governmental investigation, that may result in a "product withdrawal". To the extent possible, notice should include: (a) How, when and where the "defect" was discovered; (b) The names and addresses of any injured persons and witnesses; and (c) The nature, location and circumstances of any injury or damage arising out of use or consumption of "your product". (2) If a "product withdrawal" is initiated, you must: (a) Immediately record the specifics of the "product withdrawal" and the date it was initiated; (b) Send us written notice of the "product withdrawal" as soon as practicable; and (c) Not release, consign, ship or distribute by any other method, any product, or like or similar products, with an actual, suspected or threatened defect. (3) You and any other involved insured must: (a) Immediately send us copies of pertinent correspondence received in connection with the "product withdrawal"; (b) Authorize us to obtain records and other information; and (c) Cooperate with us in our investigation of the "product withdrawal". 4. For the purposes of this Coverage F, the following definitions are added to the Definitions Section: a. "Defect" means a defect, deficiency or inadequacy that creates a dangerous condition. b. "Product tampering" is an act of intentional alteration of "your product" which may cause or has caused "bodily injury" or physical injury to tangible property. When "product tampering" is known, suspected or threatened, a "product withdrawal" will not be limited to those batches of "your product" which are known or suspected to have been tampered with. c. "Product withdrawal" means the recall or withdrawal of "your products", or products which contain "your products", from the market or from use, by any other person or organization, because of a known or suspected "defect" in "your product", or a known or suspected "product tampering", which has caused or is reasonably expected to cause "bodily injury" or physical injury to tangible property. d. "Product withdrawal expenses" means those reasonable and necessary extra expenses, listed below paid and directly related to a "product withdrawal": (1) Costs of notification; (2) Costs of stationery, envelopes, production of announcements and postage or facsimiles; (3) Costs of overtime paid to your regular non -salaried employees and costs incurred by your employees, including costs of transportation and accommodations; (4) Costs of computer time; (5) Costs of hiring independent contractors and other temporary employees; (6) Costs of transportation, shipping or packaging; (7) Costs of warehouse or storage space; or CGL 088 (02 21) Includes copyrighted material of the Insurance Services Office, Inc., with its permission. Page 5 of 14 Copyright 2020 FCCI Insurance Group QUOTE COMMERCIAL GENERAL LIABILITY CGL 088 (02 21) (8) Costs of proper disposal of "your products", or products that contain "your products", that cannot be reused, not exceeding your purchase price or your cost to produce the products; but "product withdrawal expenses" does not include costs of the replacement, repair or redesign of "your product', or the costs of regaining your market share, goodwill, revenue or profit. e. "Seller" means a person or organization that manufactures, sells or distributes goods or products. "Seller" does not include a "contractor" as defined elsewhere in this endorsement. The insurance under COVERAGE F does not apply if a loss is paid under COVERAGE G. COVERAGE G. CONTRACTORS ERRORS AND OMISSIONS 1. Insuring Agreement If you are a "contractor', we will pay those sums that you become legally obligated to pay as damages because of "property damage" to "your product', 'your work" or "impaired property", due to faulty workmanship, material or design, or products including consequential loss, to which this insurance applies. The damages must have resulted from your negligent act, error or omission while acting in your business capacity as a contractor or subcontractor or from a defect in material or a product sold or installed by you while acting in this capacity. The amount we will pay for damages is described in SECTION III LIMITS OF INSURANCE. We have no duty to investigate or defend claims or "suits" covered by this Contractors Errors or Omissions coverage. This coverage applies only if the "property damage" occurs in the "coverage territory" during the policy period. This coverage does not apply to additional insureds, if any. Supplementary Payments — Coverage A and B do not apply to Coverage G. Contractors Errors and Omissions. 2. Exclusions This insurance does not apply to: a. 'Bodily injury' or "personal and advertising injury'. b. Liability or penalties arising from a delay or failure to complete a contract or project, or to complete a contract or project on time. c. Liability because of an error or omission: (1) In the preparation of estimates or job costs; (2) Where cost estimates are exceeded; (3) In the preparation of estimates of profit or return on capital; (4) In advising or failure to advise on financing of the work or project; or (5) In advising or failing to advise on any legal work, title checks, form of insurance or suretyship. d. Any liability which arises out of any actual or alleged infringement of copyright or trademark or trade dress or patent, unfair competition or piracy, or theft or wrongful taking of concepts or intellectual property. e. Any liability for damages: (1) From the intentional dishonest, fraudulent, malicious or criminal acts of the Named Insured, or by any partner, member of a limited liability company, or executive officer, or at the direction of any of them; or (2) Which is in fact expected or intended by the insured, even if the injury or damage is of a different degree or type than actually expected or intended. CGL 088 (02 21) Includes copyrighted material of the Insurance Services Office, Inc., with its permission. Page 6 of 14 Copyright 2020 FCCI Insurance Group QUOTE COMMERCIAL GENERAL LIABILITY CGL 088 (02 21) f. Any liability arising out of manufacturer's warranties or guarantees whether express or implied. g. Any liability arising from "property damage" to property owned by, rented or leased to the insured. h. Any liability incurred or "property damage" which occurs, in whole or in part, before you have completed "your work." "Your work" will be deemed completed at the earliest of the following times: (1) When all of the work called for in your contract or work order has been completed; (2) When all the work to be done at the job site has been completed if your contract calls for work at more than one job site; or (3) When that part of the work done at a job site has been put to its intended use by any person or organization other than another contractor or subcontractor working on the same project. Work that may need service or maintenance, correction, repair or replacement, but which is otherwise complete, will be treated as complete. i. Any liability arising from "property damage" to products that are still in your physical possession. j. Any liability arising out of the rendering of or failure to render any professional services by you or on your behalf, but only with respect to either or both of the following operations: (1) Providing engineering, architectural or surveying services to others; and (2) Providing or hiring independent professionals to provide engineering, architectural or surveying services in connection with construction work you perform. Professional services include the preparing, approving or failing to prepare or approve, maps, shop drawings, opinions, reports, surveys, field orders, change orders, or drawings and specifications. Professional services also include supervisory or inspection activities performed as part of any related architectural or engineering activities. But, professional services do not include services within construction means, methods, techniques, sequences and procedures employed by you in connection with construction work you perform. k. Your loss of profit or expected profit and any liability arising therefrom. I. "Property damage" to property other than "your product," "your work" or "impaired property." m. Any liability arising from claims or "suits" where the right of action against the insured has been relinquished or waived. n. Any liability for "property damage" to "your work" if the damaged work or the work out of which the damage arises was performed on your behalf by a subcontractor. o. Any liability arising from the substitution of a material or product for one specified on blueprints, work orders, contracts or engineering specifications unless there has been written authorization, or unless the blueprints, work orders, contracts or engineering specifications were written by you, and you have authorized the changes. p. Liability of others assumed by the insured under any contract or agreement, whether oral or in writing. This exclusion does not apply to liability for damages that the insured would have in the absence of the contract or agreement. 3. For the purposes of Coverage G, the following definition is added to the Definitions section: a. "Contractor" means a person or organization engaged in activities of building, clearing, filing, excavating or improvement in the size, use or appearance of any structure or land. "Contractor" does not include a "seller" as defined elsewhere in this endorsement. 4. Deductible We will not pay for loss in any one "occurrence" until the amount of loss exceeds $250. The limits of insurance will not be reduced by the application of the deductible amount. CGL 088 (02 21) Includes copyrighted material of the Insurance Services Office, Inc., with its permission. Page 7 of 14 Copyright 2020 FCCI Insurance Group QUOTE COMMERCIAL GENERAL LIABILITY CGL 088 (02 21) We may pay any part or all of the deductible amount to effect settlement of any claim or "suit", and upon notification of the action taken, you shall promptly reimburse us for such part of the deductible amount as has been paid by us. 5. Cost Factor In the event of a covered loss, you shall, if requested by us, replace the damaged property or furnish the labor and materials necessary for repairs thereto at your actual cost, excluding profit or overhead charges. The insurance under COVERAGE G does not apply if a loss is paid under COVERAGE F. COVERAGE H. LOST KEY COVERAGE 1. Insuring Agreement We will pay those sums, subject to the limits of liability described in SECTION III LIMITS OF INSURANCE in this endorsement and the deductible shown below, that you become legally obligated to pay as damages caused by an "occurrence" and due to the loss or mysterious disappearance of keys entrusted to or in the care, custody or control of you or your "employees" or anyone acting on your behalf. The damages covered by this endorsement are limited to the: a. Actual cost of the keys; b. Cost to adjust locks to accept new keys; or c. Cost of new locks, if required, including the cost of installation. 2. Exclusions This insurance does not apply to: a. Keys owned by any insured, employees of any insured, or anyone acting on behalf of any insured; b. Any resulting loss of use; or c. Any of the following acts by any insured, employees of any insured, or anyone acting on behalf of any insured: 1) Misappropriation; 2) Concealment; 3) Conversion; 4) Fraud; or 5) Dishonesty. 3. Deductible We will not pay for loss in any one "occurrence" until the amount of loss exceeds $1,000. The limits of insurance will not be reduced by the application of the deductible amount. We may pay any part or all of the deductible amount to effect settlement of any claim or "suit" and, upon notification of the action taken, you shall promptly reimburse us for such part of the deductible amount as has been paid by us. EXPANDED COVERAGE FOR TENANT'S PROPERTY AND PREMISES RENTED TO YOU The first paragraph after subparagraph (6) in Exclusion j., Damage to Property is amended to read as follows: Paragraphs (1), (3) and (4) of this exclusion do not apply to "property damage" (other than damage by fire) to premises, including the contents of such premises, rented to you. A separate limit of insurance applies to Damage To Premises Rented To You as described in Section III — Limits Of Insurance. CGL 088 (02 21) Includes copyrighted material of the Insurance Services Office, Inc., with its permission. Page 8 of 14 Copyright 2020 FCCI Insurance Group QUOTE COMMERCIAL GENERAL LIABILITY CGL 088 (02 21) SECTION I - COVERAGES, SUPPLEMENTARY PAYMENTS — COVERAGE A and B is amended as follows: All references to SUPPLEMENTARY PAYMENTS — COVERAGES A and B are amended to SUPPLEMENTARY PAYMENTS — COVERAGES A, B, D, E, G, and H. 1. Cost of Bail Bonds Paragraph 1.b. is replaced with the following: b. Up to $2,500 for cost of bail bonds required because of accidents or traffic law violations arising out of the use of any vehicle to which the Bodily Injury Liability Coverage applies. We do not have to furnish these bonds. 2. Loss of Earnings Paragraph 1.d. is replaced with the following: d. All reasonable expenses incurred by the insured at our request to assist us in the investigation or defense of the claim or "suit', including actual loss of earnings up to $500 a day because of time off from work. SECTION II — WHO IS AN INSURED is amended as follows: 1. Incidental Malpractice Paragraph 2.a.(1)(d) is replaced with the following: (d) Arising out of his or her providing or failing to provide professional health care services. However, this exclusion does not apply to a nurse, emergency medical technician or paramedic employed by you to provide medical services, unless: (i) You are engaged in the occupation or business of providing or offering medical, surgical, dental, x-ray or nursing services, treatment, advice or instruction; or (ii) The "employee" has another insurance that would also cover claims arising under this provision, whether the other insurance is primary, excess, contingent or on any other basis. 2. Broadened Who Is An Insured The following are added to Paragraph 2.: Subsidiaries e. Your subsidiaries if: (1) They are legally incorporated entities; and (2) You own more than 50% of the voting stock in such subsidiaries as of the effective date of this policy. If such subsidiaries are not shown in the Declarations, you must report them to us within 180 days of the inception of your original policy. Additional Insureds f. Any person or organization described in paragraphs g. through k. below whom you are required to add as an additional insured on this policy under a written contract or agreement in effect during the term of this policy, provided the written contract or agreement was executed prior to the "bodily injury", "property damage" or "personal and advertising injury" for which the additional insured seeks coverage. However, the insurance afforded to such additional insured(s): (1) Only applies to the extent permitted by law; (2) Will not be broader than that which you are required by the contract or agreement to provide for such additional insured; (3) Will not be broader than that which is afforded to you under this policy; (4) Is subject to the conditions described in paragraphs g. through k. below; and (5) Nothing herein shall extend the term of this policy. CGL 088 (02 21) Includes copyrighted material of the Insurance Services Office, Inc., with its permission. Page 9 of 14 Copyright 2020 FCCI Insurance Group QUOTE COMMERCIAL GENERAL LIABILITY CGL 088 (02 21) g. Owner, Lessor or Manager of Premises If the additional insured is an owner, lessor or manager of premises, such person or organization shall be covered only with respect to liability for "bodily injury', "property damage" or "personal and advertising injury' caused, in whole or in part, by you or those acting on your behalf in connection with the ownership, maintenance or use of that part of any premises leased to you and subject to the following additional exclusions: (1) Any 'occurrence" that takes place after you cease to occupy those premises; or (2) Structural alterations, new construction or demolition operations performed by or on behalf of such person or organization. h. State or Governmental Agency or Subdivision or Political Subdivision — Permits or Authorizations If the additional insured is the state or any political subdivision, the state or political subdivision shall be covered only with respect to operations performed by you or on your behalf for which the state or political subdivision has issued a permit or authorization. This insurance does not apply to: (1) "Bodily injury', "property damage", or "personal and advertising injury' arising out of operations performed for the federal government, state or municipality; or (2) "Bodily injury" or "property damage" included within the "products -completed operations hazard". i. Lessor of Leased Equipment If the additional insured is a lessor of leased equipment, such lessor shall be covered only with respect to liability for "bodily injury', "property damage" or "personal and advertising injury' caused, in whole or in part, by your maintenance, operation or use of equipment leased to you by such person(s) or organization(s). With respect to the insurance afforded to these additional insureds, this insurance does not apply to any "occurrence" which takes place after the equipment lease expires. j. Mortgagee, Assignee, or Receiver If the additional Insured is a mortgagee, assignee, or receiver of premises, such mortgagee, assignee or receiver of premises is an additional insured only with respect to their liability as mortgagee, assignee, or receiver and arising out of the ownership, maintenance, or use of the premises by you. This insurance does not apply to structural alterations, new construction and demolition operations performed by or for that person or organization. k. Vendor If the additional insured is a vendor, such vendor is an additional insured only with respect to liability for "bodily injury" or "property damage" caused by "your products" which are distributed or sold in the regular course of the vendor's business, subject to the following additional exclusions: (1) The insurance afforded to the vendor does not apply to: (a) 'Bodily injury" or "property damage" for which the vendor is obligated to pay damages by reason of the assumption of liability in a contract or agreement. This exclusion does not apply to liability for damages that the vendor would have in absence of the contract or agreement. (b) Any express warranty unauthorized by you; (c) Any physical or chemical change in "your product' made intentionally by the vendor; (d) Repackaging, unless unpacked solely for the purpose of inspection, demonstration, testing, or the substitution of parts under instructions from the manufacturer, and then repackaged in the original container; (e) Any failure to make such inspections, adjustments, tests or servicing as the vendor has agreed to make or normally undertakes to make in the usual course of business, in connection with the distribution or sale of the products; CGL 088 (02 21) Includes copyrighted material of the Insurance Services Office, Inc., with its permission. Page 10 of 14 Copyright 2020 FCCI Insurance Group QUOTE COMMERCIAL GENERAL LIABILITY CGL 088 (02 21) (f) Demonstration, installation, servicing or repair operations, except such operations performed at the vendor's premises in connection with the sale of the product; (g) Products which, after distribution or sale by you, have been labeled or relabeled or used as a container, part or ingredient of any other thing or substance by or for the vendor; or (h) "Bodily injury' or "property damage" arising out of the sole negligence of the vendor for its own acts or omissions or those of its own acts or omissions or those of its employees or anyone else acting on its behalf. However, this exclusion does not apply to: i. The exceptions contained in Subparagraphs d. or f.; or ii. Such inspections, adjustments, tests or servicing as the vendor has agreed to make or normally undertakes to make in the usual course of business, in connection with the distribution or sale of the products. (2) This insurance does not apply to any insured person or organization, from whom you have acquired such products, or any ingredient, part or container, entering into, accompanying or containing such products. 3. Newly Formed or Acquired Organizations Paragraph 3. is amended as follows: a. Coverage under this provision is afforded until the end of the policy period. d. Coverage A does not apply to product recall expense arising out of any withdrawal or recall that occurred before you acquired or formed the organization. SECTION III — LIMITS OF INSURANCE is amended as follows: 1. Paragraph 2. is replaced with the following: 2. The General Aggregate Limit is the most we will pay for the sum of: a. Medical expenses under Coverage C; b. Damages under Coverage A, except damages because of "bodily injury" or "property damage" included in the "products -completed operations hazard"; c. Damages under Coverage B; d. Voluntary "property damage" payments under Coverage D; e. Care, Custody or Control damages under Coverage E.; and f. Lost Key Coverage under Coverage H. 2. Paragraph 5. is replaced with the following: 5. Subject to Paragraph 2. or 3. above, whichever applies, the Each Occurrence Limit is the most we will pay for the sum of: a. Damages under Coverage A; b. Medical expenses under Coverage C; c. Voluntary "property damage" payments under Coverage D; d. Care, Custody or Control damages under Coverage E; e. Limited Product Withdrawal Expense under Coverage F; f. Contractors Errors and Omissions under Coverage G.; and, g. Lost Key Coverage under Coverage H. because of all "bodily injury" and "property damage" arising out of any one "occurrence". 3. Paragraph 6. is replaced with the following: CGL 088 (02 21) Includes copyrighted material of the Insurance Services Office, Inc., with its permission. Page 11 of 14 Copyright 2020 FCC[ Insurance Group QUOTE COMMERCIAL GENERAL LIABILITY CGL 088 (02 21) 6. Subject to Paragraph 5. above the Damage To Premises Rented To You Limit is the most we will pay under Coverage A for damages because of "property damage" to any one premises, while rented to you, or in the case of damage by fire or explosion, while rented to you or temporarily occupied by you with permission of the owner. The Damage to Premises Rented to You Limit is the higher of the Each Occurrence Limit shown in the Declarations or the amount shown in the Declarations as Damage To Premises Rented To You Limit. 4. Paragraph 7. is replaced with the following: 7. Subject to Paragraph 5. above, the higher of $10,000 or the Medical Expense Limit shown in the Declarations is the most we will pay under Coverage C for all medical expenses because of "bodily injury" sustained by any one person. 5. Paragraph 8. is added as follows: 8. Subject to Paragraph 5. above, the most we will pay under Coverage D. Voluntary Property Damage for loss arising out of any one 'occurrence" is $1,500. The most we will pay in any one -policy period, regardless of the number of claims made or suits brought, is $3,000. 6. Paragraph 9. is added as follows: 9. Subject to Paragraph 5. above, the most we will pay under Coverage E. Care, Custody or Control for "property damage" arising out of any one "occurrence" is $1,000. The most we will pay in any one -policy period, regardless of the number of claims made or suits brought, is $5,000. 7. Paragraph 10. is added as follows: 10. Subject to Paragraph 5. above, the most we will pay under Coverage F. Limited Product Withdrawal Expense for "product withdrawal expenses" in any one -policy period, regardless of the number of insureds, "product withdrawals" initiated or number of "your products" withdrawn is $10,000. 8. Paragraph 11. is added as follows: 11. Subject to Paragraph 5. above, the most we will pay under Coverage G. Contractors Errors and Omissions for damage in any one -policy period, regardless of the number of insureds, claims or "suits" brought, or persons or organizations making claim or bringing "suits" is $10,000. For errors in contract or job specifications or in recommendations of products or materials to be used, this policy will not pay for additional costs of products and materials to be used that would not have been incurred had the correct recommendations or specifications been made. 9. Paragraph 12. is added as follows: 12. Subject to Paragraph 5. above, the most we will pay under Coverage H., Lost Key Coverage for damages arising out of any one occurrence is $50,000. 10. Paragraph 13. is added as follows: 13. The General Aggregate Limit applies separately to: a. Each of your projects away from premises owned by or rented to you; or b. Each "location" owned by or rented to you. "Location" as used in this paragraph means premises involving the same or connecting lots, or premises whose connection is interrupted only by a street, roadway, waterway or right-of-way of a railroad. 11. Paragraph 14. is added as follows: 14. With respect to the insurance afforded to any additional insured provided coverage under this endorsement: If coverage provided to the additional insured is required by a contract or agreement, the most we will pay on behalf of the additional insured is the amount of insurance: CGL 088 (02 21) Includes copyrighted material of the Insurance Services Office, Inc., with its permission. Page 12 of 14 Copyright 2020 FCCI Insurance Group QUOTE COMMERCIAL GENERAL LIABILITY CGL 088 (02 21) a. Required by the contract or agreement; or b. Available under the applicable Limits of Insurance; whichever is less. This endorsement shall not increase the applicable Limits of Insurance. SECTION IV — COMMERCIAL GENERAL LIABILITY CONDITIONS is amended as follows: 1. Subparagraph 2.a. of Duties In The Event Of Occurrence, Offense, Claim, or Suit is replaced with the following: a. You must see to it that we are notified as soon as practicable of an 'occurrence" or an offense which may result in a claim. This requirement applies only when the "occurrence" or offense is known to the following: (1) An individual who is the sole owner; (2) A partner, if you are a partnership or joint venture; (3) An "executive officer" or insurance manager, if you are a corporation; (4) A manager, if you are a limited liability company; (5) A person or organization having proper temporary custody of your property if you die; (6) The legal representative of you if you die; or (7) A person (other than an "employee") or an organization while acting as your real estate manager. To the extent possible, notice should include: (1) How, when and where the "occurrence" or offense took place; (2) The names and addresses of any injured persons and witnesses; and (3) The nature and location of any injury or damage arising out of the "occurrence" or offense. 2. The following is added to Subparagraph 2.b. of Duties In The Event Of Occurrence, Offense, Claim, or Suit: The requirement in 2.b.applies only when the `occurrence" or offense is known to the following: (1) An individual who is the sole owner; (2) A partner or insurance manager, if you are a partnership or joint venture; (3) An "executive officer" or insurance manager, if you are a corporation; (4) A manager or insurance manager, if you are a limited liability company; (5) Your officials, trustees, board members or insurance manager, if you are a not -for -profit organization; (6) A person or organization having proper temporary custody of your property if you die; (7) The legal representative of you if you die; or (8) A person (other than an "employee") or an organization while acting as your real estate manager. 3. The following is added to paragraph 2. of Duties in the Event of Occurrence, Offense, Claim or Suit: e. If you report an 'occurrence" to your workers compensation carrier that develops into a liability claim for which coverage is provided by the Coverage Form, failure to report such an 'occurrence" to us at the time of the `occurrence" shall not be deemed a violation of paragraphs a., b., and c. above. However, you shall give written notice of this "occurrence" to us as soon as you become aware that this `occurrence" may be a liability claim rather than a workers compensation claim. CGL 088 (02 21) Includes copyrighted material of the Insurance Services Office, Inc., with its permission. Page 13 of 14 Copyright 2020 FCCI Insurance Group QUOTE COMMERCIAL GENERAL LIABILITY CGL 088 (02 21) 4. Paragraph 6. is replaced with the following: 6. Representations By accepting this policy, you agree: a. The statements in the Declarations are accurate and complete; b. Those statements are based upon representations you made to us; and c. We have issued this policy in reliance upon your representations. Any error or omission in the description of, or failure to completely describe or disclose any premises, operations or products intended to be covered by the Coverage Form will not invalidate or affect coverage for those premises, operations or products, provided such error or omission or failure to completely describe or disclose premises, operations or products was not intentional. You must report such error or omission to us as soon as practicable after its discovery. However, this provision does not affect our right to collect additional premium charges or exercise our right of cancellation or nonrenewal. 5. The following is added to paragraph 8. Transfer Of Rights Of Recovery Against Others To Us: We waive any right of recovery against any person or organization, because of any payment we make under this Coverage Part, to whom the insured has waived its right of recovery in a written contract or agreement. Such waiver by us applies only to the extent that the insured has waived its right of recovery against such person or organization prior to loss. 6. Paragraph 10. is added as follows: 10. Liberalization If we revise this Coverage Form to provide more coverage without additional premium charge, your policy will automatically provide the additional coverage as of the day the revision is effective in the applicable state(s). CGL 088 (02 21) Includes copyrighted material of the Insurance Services Office, Inc., with its permission. Page 14 of 14 Copyright 2020 FCCI Insurance Group QUOTE Policy #CPP100051064 COMMERCIAL GENERAL LIABILITY CG 20 01 12 19 THIS ENDORSEMENT CHANGES THE POLICY. PLEASE READ IT CAREFULLY. PRIMARY AND NONCONTRIBUTORY - OTHER INSURANCE CONDITION This endorsement modifies insurance provided under the following: COMMERCIAL GENERAL LIABILITY COVERAGE PART LIQUOR LIABILITY COVERAGE PART PRODUCTS/COMPLETED OPERATIONS LIABILITY COVERAGE PART The following is added to the Other Insurance Condition and supersedes any provision to the contrary: Primary And Noncontributory Insurance This insurance is primary to and will not seek contribution from any other insurance available to an additional insured under your policy provided that: (1) The additional insured is a Named Insured under such other insurance; and CG 20 01 12 19 (2) You have agreed in writing in a contract or agreement that this insurance would be primary and would not seek contribution from any other insurance available to the additional insured. © Insurance Services Office, Inc., 2018 Page 1 of 1 Insured Copy POLICY NUMBER: CA100051065 AUTO FIRST CHOICE COVERAGE ENDORSEMENT TABLE OF CONTENTS DESCRIPTION PAGE AirbagCoverage........................................................................................................................................................3 Auto Loan/Lease Gap Coverage...............................................................................................................................3 BroadForm Insured...................................................................................................................................................1 Concealment, Misrepresentation or Fraud................................................................................................................4 Deductible.................................................................................................................................................................. 3 Duties in the Event of Accident, Claim, Suit or Loss.................................................................................................4 FellowEmployee.......................................................................................................................................................2 Fire Department Service Charge...............................................................................................................................2 Other Insurance for Hired Auto Physical Damage Coverage...................................................................................4 Lossof Earnings........................................................................................................................................................2 Lossof Use Expenses...............................................................................................................................................2 SupplementaryPayments.........................................................................................................................................2 Transfer of Rights of Recovery against Others to Us...............................................................................................4 TransportationExpenses..........................................................................................................................................2 Policy #CA100051065 COMMERCIAL AUTO CAU 058 (10 22) THIS ENDORSEMENT CHANGES THE POLICY. PLEASE READ IT CAREFULLY. AUTO FIRST CHOICE COVERAGE ENDORSEMENT This endorsement modifies insurance provided under the following: BUSINESS AUTO COVERAGE FORM NOTE: The following are additions, replacements and amendments to the Business Auto Coverage Form, and will apply unless excluded by separate endorsement(s) to the Business Auto Coverage Form. With respect to coverages provided by this endorsement, the provisions of the Business Auto Coverage Form apply unless modified by this endorsement. The Business Auto Coverage Form is amended as follows: SECTION II — COVERED AUTOS LIABILITY COVERAGE is amended as follows: A. Paragraph 1. Who Is An Insured in section A. Coverage is amended by the addition of the following: d. Any legally incorporated subsidiary of yours in which you own more than 50% of the voting stock on the effective date of this coverage form. However, "insured" does not include any subsidiary that is an "insured" under any other liability policy or would be an "insured" under such a policy but for its termination or the exhaustion of its limits of insurance. In order for such subsidiaries to be considered insured under this policy, you must notify us of such subsidiaries within 60 days of policy effective date. e. Any organization you newly acquire or form during the policy period, other than a partnership or joint venture, and over which you maintain sole ownership or a majority interest. However, coverage under this provision: (1) Does not apply if the organization you acquire or form is an "insured" under another liability policy or would be an "insured" under such a policy but for its termination or the exhaustion of its limits of insurance; (2) Does not apply to "bodily injury" or "property damage" that occurred before you acquired or formed the organization; and (3) Is afforded only for the first 90 days after you acquire or form the organization or until the end of the policy period, whichever comes first. If. Any person or organization who is required under a written contract or agreement between you and that person or organization, that is signed and executed by you before the "bodily injury" or "property damage" occurs and that is in effect during the policy period, to be named as an additional insured is an "insured" for Liability Coverage, but only for damages to which this insurance applies and only to the extent that person or organization qualifies as an "insured" under the Who Is An Insured provision contained in Section II. g. Any "employee" of yours using: (1) a covered "auto" you do not own, hire or borrow, or a covered "auto" not owned by an "employee" or a member of his or her household, while performing duties related to the conduct of your business or your personal affairs; or (2) an "auto" hired or rented under a contract or agreement in that "employee's" name, with your permission, while performing duties related to the conduct of your business. However, your "employee" does not qualify as an insured under this paragraph (2) while using a covered "auto" rented from you or from any member of the "employee's" household h. Your members, if you are a limited liability company, while using a covered "auto" you do not own, hire or borrow, while performing duties related to the conduct of your business or your personal affairs. CAU 058 (10 22) Includes copyrighted material of the Insurance Services Office, Inc., with its permission. Page 1 of 4 Copyright 2021 FCCI Insurance Group COMMERCIAL AUTO CAU 058 (10 22) B. Paragraphs (2) and (4) under section 2. Coverage Extensions, a. Supplementary Payments are deleted and replaced by the following: (2) Up to $3,000 for cost of bail bonds (including bonds for related traffic violations) required because of an "accident" we cover. We do not have to furnish these bonds. (4) All reasonable expenses incurred by the "insured" solely at our request, including actual loss of earnings up to $500 a day because of time off from work. C. Paragraph 5. under section B. Exclusions is deleted and replaced by the following: 5. Fellow Employee "Bodily injury" to: a. Any fellow "employee" of the "insured" arising out of and in the course of a fellow "employee's" employment or while performing duties related to the conduct of your business. However, this exclusion does not apply to your "employees" that are officers or managers if the "bodily injury" results from the use of a covered "auto" you own, hire or borrow. Coverage is excess over any other collectible insurance; or b. The spouse, child, parent, brother or sister of that fellow "employee" as a consequence of Paragraph a. above. SECTION III — PHYSICAL DAMAGE COVERAGE is amended as follows: A. Paragraph 4. Coverage Extensions under section A. Coverage is deleted and replaced by the following: 4. Coverage Extensions a. Transportation Expenses We will pay up to $50 per day to a total maximum of $1,500 for temporary transportation expense incurred by you due to covered loss to any covered auto. We will pay only for those covered "autos" for which you carry either Comprehensive or Specified Causes Of Loss Coverage. We will pay for temporary transportation expenses incurred during the period beginning 24 hours after a loss and ending, regardless of the policy's expiration, when the covered "auto" is returned to use or we pay for its "loss". b. Loss of Use Expenses For Hired Auto Physical Damage, we will pay expenses for which an "insured" becomes legally responsible to pay for loss of use of a vehicle rented or hired without a driver under a written rental contract or agreement. We will pay for loss of use expenses if caused by: (1) Other than collision only if the Declarations indicate that Comprehensive Coverage is provided for hired "autos"; (2) Specified Causes of Loss only if the Declarations indicate that Specified Causes of Loss Coverage is provided for hired "autos"; or (3) Collision only if the Declarations indicate that Collision Coverage is provided for hired "autos". However, the most we will pay for any expenses for loss of use to any one vehicle is $75 per day, to a total maximum of $1,500. B. The following is added to paragraph 4. Coverage Extensions under section A. Coverage: c. Fire Department Service Charge When a fire department is called to save or protect a covered "auto", its equipment, its contents, or occupants from a covered cause of loss, we will pay up to $1,000 for your liability for fire department service charges assumed by contractor or agreement prior to loss. No deductible applies to this additional coverage. CAU 058 (10 22) Includes copyrighted material of the Insurance Services Office, Inc., with its permission. Page 2 of 4 Copyright 2021 FCCI Insurance Group COMMERCIAL AUTO CAU 058 (10 22) d. Auto Loan/Lease Gap Coverage The following provisions apply: (1) If a long term leased "auto', under an original lease agreement, is a covered "auto' under this coverage form and the lessor of the covered "auto' is named as an additional insured under this policy, in the event of a total loss to the leased covered "auto', we will pay any unpaid amount due on the lease, less the amount paid under the Physical Damage Coverage Section of the policy; and less any: (a) Overdue lease or loan payments including penalties, interest, or other charges resulting from overdue payments at the time of the "loss"; (b) Financial penalties imposed under a lease for excessive use, abnormal wear and tear or high mileage; (c) Security deposits not refunded by the lessor; (d) Costs for extended warranties, Credit Life Insurance, Health Accident or Disability Insurance purchased with the loan or lease; and (e) Carry-over balances from previous loans or leases. (2) If an owned "auto' is a covered "auto" under this coverage form and the loss payee of the covered "auto" is named a loss payee under this policy, in the event of a total loss to the covered "auto', we will pay any unpaid amount due on the loan, less the amount paid under the Physical Damage Coverage Section of the policy; and less any; (a) Overdue loan payments at the time of the "loss"; (b) Costs for extended warranties, Credit Life Insurance, Health Accident or Disability Insurance purchased with the loan; and (c) Carry-over balances from previous loans. C. Paragraph 3. under section B. Exclusions is deleted and replaced by the following: 3. We will not pay for "loss" due and confined to: a. Wear and tear, freezing, mechanical or electrical breakdown b. Blowouts, punctures or other road damage to tires This exclusion does not apply to such "loss" resulting from the total theft of a covered "auto'. However, this exclusion does not include the discharge of an airbag in a covered "auto' you own that inflates due to a cause other than a cause of "loss" set forth in Paragraphs A.1.b and A.1.c.but only: a. If that "auto' is a covered "auto' for Comprehensive Coverage under this policy; b. The airbags are not covered under any warranty; and c. The airbags were not intentionally inflated We will pay up to a maximum of $1,000 for any one "loss". D. Section D. Deductible is deleted and replaced by the following: D. Deductible For each covered "auto', our obligation to pay for, repair, return or replace damaged or stolen property will be reduced by the applicable deductible shown in the Declarations prior to the application of the Limit of Insurance provided that: 1. The Comprehensive or Specified Causes of Loss Coverage deductible applies only to "loss" caused by: a. Theft or mischief or vandalism; or b. All perils. CAU 058 (10 22) Includes copyrighted material of the Insurance Services Office, Inc., with its permission. Page 3 of 4 Copyright 2021 FCCI Insurance Group COMMERCIAL AUTO CAU 058 (10 22) 2. Regardless of the number of covered "autos" damaged or stolen, the maximum deductible applicable for all "loss" in any one event caused by: a. Theft or mischief or vandalism; or b. All perils; will be equal to five times the highest deductible applicable to any one covered "auto" on the Policy for Comprehensive or Specified Causes of Loss Coverage. The application of the highest deductible used to calculate the maximum deductible will be made regardless of which covered "autos" were damaged or stolen in the "loss". 3. Any Comprehensive Coverage deductible shown in the Declarations does not apply to: a. "Loss" arising out of theft of your vehicle if your vehicle is equipped with an active GPS tracking system. b. Glass damage if repaired rather than replaced. SECTION IV — BUSINESS AUTO CONDITIONS is amended as follows: A. The following is added to paragraph a. under section A. Loss Conditions, 2. Duties in the Event of Accident, Claim, Suit or Loss: This duty applies when the "accident", claim, "suit" or "loss" is first known to: (a) You, if you are an individual; (b) A partner, if you are a partnership; (c) An executive officer or insurance manager, if you are a corporation; or (d) A member or manager, if you are a limited liability company. B. Condition 5. Transfer of Rights of Recovery against Others to Us under section A. Loss Conditions is deleted and replaced by the following: 5. Transfer of Rights of Recovery against Others to Us If a person or organization to or for whom we make payment under this coverage form has rights to recover damages from another, those rights are transferred to us. That person or organization must do everything necessary to secure our rights and must do nothing after "accident" or "loss" to impair them. However, if the insured has waived rights to recover through a written contract, or if your work was commenced under a letter of intent or work order, subject to a subsequent reduction in writing of such a waiver with customers whose customary contracts require a waiver, we waive any right of recovery we may have under this coverage form. C. The following is added to Condition 2. Concealment, Misrepresentation or Fraud under section B. General Conditions: However, if you unintentionally fail to disclose any hazards at the inception of your policy, we will not deny coverage under this coverage form because of such failure. This provision does not affect our right to collect additional premium or exercise our right of cancellation or non -renewal. D. Paragraph b. of Condition 5. Other Insurance under section B. General Conditions is deleted and replaced by the following: b. For Hired Auto Physical Damage Coverage, the following are deemed to be covered "autos" you own; (1) Any covered "auto" you lease, hire, rent or borrow; and (2) Any covered "auto" hired or rented by your "employee" under a contract in that individual "employee's" name, with your permission, while performing duties related to the conduct of your business. However, any "auto" that is leased, hired, rented or borrowed with a driver is not a covered "auto", nor is any "auto" you hire from any of your "employees", partners (if you are a partnership), members (if you are a limited liability company), or members of their households. CAU 058 (10 22) Includes copyrighted material of the Insurance Services Office, Inc., with its permission. Page 4 of 4 Copyright 2021 FCCI Insurance Group Policy #CA100051065 COMMERCIAL AUTOMOBILE CAU 082 (01 15) THIS ENDORSEMENT CHANGES THE POLICY. PLEASE READ IT CAREFULLY. AUTOMATIC INSURED - BUSINESS AUTO POLICY PRIMARY/NON-CONTRIBUTING WHEN REQUIRED BY CONTRACT This endorsement modifies insurance provided under the following: BUSINESS AUTO COVERAGE FORM This endorsement is subject to the terms, conditions, exclusions and any other provisions of the BUSINESS AUTO COVERAGE FORM or any endorsement attached thereto unless changes or additions are indicated below. For the purpose of this endorsement, Section II.A.1. Who Is An Insured is amended by adding the following: 1. Any person or organization when you and such person have agreed in writing in a contract signed and executed by you prior to the loss for which coverage is sought, that such person or organization be added as an "insured" on your auto policy. Such person or organization shall be an "insured" to the extent your negligent actions or omissions impose liability on such "insured" without fault on its part. 2. This insurance is primary and non-contributory to other liability coverages of the person or organization being added to this policy as an "insured" when so required in a written contract or agreement that is executed prior to the loss for which coverage is sought. CAU 082 (01 15) Includes copyrighted material of the Insurance Services Office, Inc., with its permission. Page 1 of 1 Copyright 2015 FCCI Insurance Group. --eXaSMutuar WORKERS' COMPENSATION INSURANCE WORKERS' COMPENSATION AND WC 42 03 04 B EMPLOYERS LIABILITY POLICY Insured copy TEXAS WAIVER OF OUR RIGHT TO RECOVER FROM OTHERS ENDORSEMENT This endorsement applies only to the insurance provided by the policy because Texas is shown in item 3.A. of the Information Page. We have the right to recover our payments from anyone liable for an injury covered by this policy. We will not enforce our right against the person or organization named in the Schedule, but this waiver applies only with respect to bodily injury arising out of the operations described in the schedule where you are required by a written contract to obtain this waiver from us. This endorsement shall not operate directly or indirectly to benefit anyone not named in the Schedule. The premium for this endorsement is shown in the Schedule. Schedule 1. ( ) Specific Waiver Name of person or organization (X) Blanket Waiver Any person or organization for whom the Named Insured has agreed by written contract to furnish this waiver. 2. Operations: All Texas operations 3. Premium: The premium charge for this endorsement shall be 2.00 percent of the premium developed on payroll in connection with work performed for the above person(s) or organization(s) arising out of the operations described. 4. Advance Premium: Included, see Information Page This endorsement changes the policy to which it is attached effective on the inception date of the policy unless a different date is indicated below. (The following "attaching clause" need be completed only when this endorsement is issued subsequent to preparation of the policy.) This endorsement, effective on 8/12/23 at 12:01 a.m. standard time, forms a part of: Policy no. 0002051085 of Texas Mutual Insurance Company effective on 8/12/23 Issued to: WILLIAM J SCHULTZ INC DBA: CIRCLE C CONSTRUCTION COMPANY This is not a bill NCCI Carrier Code: 29939 PO Box 12058, Austin, TX 78711-2058 1 of 1 texasmutual.com 1 (800) 859-5995 1 Fax (800) 359-0650 Authorized representative 8/11 /23 WC420304B STANDARD GENERAL CONDITIONS OF THE CONSTRUCTION CONTRACT CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision: 923/ I � ��7TTP �^'������������������`�^^�^�^�� �� ^^^� ����� CONTRACT �=^,�"��u��"~�^, �,,,,���"�" TABLE OF CONTENTS Page Article l—Definitions and Terminology .----'—...—'.—..'—......--..''.'—'.—'...'.—..'.''—.—.—...'.' l 1.01 Defined Terms ............................................................................................................................... l 1.02 Terminology ----''--'---------'—.—'—'----'—.--''----'--..h Article2—Preliminary Matters ......................................................................................................................... 7 2i01Copies mfDocuments .................................................................................................................... 7 2.02 Commencement ofContract Tbzu:'I�ot�oto�rou�ud 7 , --------------------- 2.03 Starting the Work .......................................................................................................................... 0 2.04 Before Starting Construction ........................................................................................................ 0 2.05 Preconstruction Conference .......................................................................................................... 0 2106 Public Meeting ---'''-------'-'—'—'.-''_--'.'--'—'-----'—'----8 2.07 Initial Acceptance ofSchedules .................................................................................................... 8 Article 3—Contract Documents: lutcot Amending, Reuse ............................................................................ 8 3.01 Intent .............................................................................................................................................. 3.02 Reference Stuodards---------------------------------------.9 I03 and PLDiscrepancies -------.----------'---'--'--9 3.04 Amending and Supplementing Contract Documents ................................................................. l0 3.05 Reuse mfDocuments ................................................................................................................... lU I0A oli-,trnnirr»otn I Article 4— Availability of Lands; Subsurface and Physical Conditions; Hazardous Environmental � ReferencePoints ........................................................................................................... D 4`01 Availability o[Lands .................................................................................................................. D 4.02 Subsurface and Physical Conditions .------..-------------------......l2 4.08 Differing Subsurface 0rPhysical Conditions ---.-------------------...--l2 4.84 Underground Facilities -----....-----...----------------------']3 4.05 Reference Points ......................................................................................................................... 14 Article 5—Bonds and Insurance ..................................................................................................................... l6 5.01 Licensed Sureties and Insurers ................................................................................................... \6 5.02 Performance, Payment, and Maintenance Bonds ....................................................................... l6 5.03 Certificates ofInsurance ............................................................................................................. lh 5.04 Contractor's Insurance ................................................................................................................ l0 Arbc}ch—Contraotor`e Responsibilities .................... 601 Supervision and Superintendence---.. CITY oFFORT WORTH STANDARD CONSTRUCTION mcc/r/cxnnm ononManru .-------l4 ----.---l9 6.02 Labor; Hours -.-.-'''--'-''''-'.'_'''-.-'''--.''''-'''-_-'''''--'.-.''20 6.03 Services, Materials, and Equipment .----_----._._---.-._-.-'_-__---.-_'20 6.04 Project Schedule .......................................................................................................................... %l 6i05 Substitutes and .----'.'_-.'---''--.-'--''_'---.-'''''-.----.'-2l 6.06 Concerning Subcontractors, Suppliers, and Others .................................................................... 24 6.07 Wage Rates -.----'-'--.''--'_''.-'-'-..-'-'--'-.--'-'--'-'--'-'--'-'--'-'-'-.--'-'--25 6.00 Patent Fees and Royalties .--.-''.'_'''--''._-''-'-'''--''-'--''''-'----_---.26 6.09 Permits and Utilities .................................................................................................................... 27 6.10 Laws and Regulations -.-.-.-.-'--''--'--'---_''.---''''.'-'-.-.-''---.'''''--'-.--27 6.11 Taxes ........................................................................................................................................... 2Q 6.12 Use ofSite and Other Areas ....................................................................................................... 2Q 6.13 Record Documents ...................................................................................................................... 2A 6.14 Safety and Protection .................................................................................................................. 2g 6.15 Safety Representative ---.-`'_-'-.._-'-.--.-''_'''~---_--_-''.'--._-'^_-''--.-3O 6.16 Hazard Connnunication Programs -----._.--_-.--_....-__--.----._.---.-3Q 6.17 Emergenciesand/or Rectification ............................................................................................... 3O 6.18 Submittals .................................................................................................................................... 3l 6.19 Continuing the Work ................................................................................................................... ]% 6.20 Contractor's General Warranty and Guarantee .......................................................................... 32 6.21 Indemnification ---_-''-'''_---.-'.'''._'''_'---''-..'''''-_-'.---'-'''.'.--.33 6.22 Delegation of Professional Design Services .............................................................................. ]4 6.23 Right to Audit .--.-.-_'--'--'''''-''''-''~''----''-'''-''''-.-'--.-'-'-'''''-.'.'._34 6.24 -.------._''-_'-.--..'''-'.---''.-'-_'''..'----.--__'--35 Article7-Other Work utthe Site ................................................................................................................... 35 7.01 Belated Work otSite ................................................................................................................... 35 Article 8-Ci=`mResponsibilities ----_-----'..-----.-._.-_-------''____-_'--'-36 0.01 Communications toContractor ................................................................................................... 36 8.02 Furnish Data ................................................................................................................................ 36 8.03 Pay When Due .--.'-''''''.'.'_--._-''_'''-''--.'--'-.._-'.--'''--.''-'''-.-'36 8.04 Lands and Bomeooexto' on����� ]6 Easements; Reports ..--~__-.^-_'-._--.-_-'-'-.-.----- 0.O5 Change Orders ............................................................................................................................. 36 0.06 Inspections, Tests, and Approvals .-'.-'.----''''''''---''-._'-'---'-''_-'-''---.''-36 8.07 I.itnitatios moCSty'8Responsibilities ----._-_-''-_.'--..---'_..--..--._-..-]7 8.08 Undisclosed Hazardous Environmental Condition .................................................................... 37 @'Og Compliance with Safety Program --.''_-'-'.'''-'.-''_''.-._''''''-.-''-------'.37 Article g-Citn`u Observation Status During Construction --.-.-_'-'-._-__-----''-_-.-'-_37 9.01 City`m Project Manager ..-.---'''.-'_'-.''-''--'.-''''-''-.-.-''-.-''--_-''_-''..-37 9.02 Visits to Site ----'.'-_'--.'_-'--.-''-'_--_-'''-.-''._--'------'.'..'-..--37 9.03 Authorized Variations iuWork .................................................................................................. 3Q 9.04 Rejecting Defective Work .......................................................................................................... 30 9L05 Determinations for Work Performed .......................................................................................... 3@ 9.06 Decisions on Requirements of Contract Documents and Acceptability of Work ..................... 38 CITY orFORT WORTH STANDARD CONSTRUCTION uPEnIFxoA7mw oocnxxsNru Article 10 - Changes in the Work; Claims; Extra Work................................................................................38 10.01 Authorized Changes in the Work...............................................................................................38 10.02 Unauthorized Changes in the Work...........................................................................................39 10.03 Execution of Change Orders.......................................................................................................39 10.04 Extra Work.................................................................................................................................. 39 10.05 Notification to Surety..................................................................................................................39 10.06 Contract Claims Process.............................................................................................................40 Article 11 - Cost of the Work; Allowances; Unit Price Work; Plans Quantity Measurement ......................41 11.01 Cost of the Work......................................................................................................................... 41 11.02 Allowances..................................................................................................................................43 11.03 Unit Price Work..........................................................................................................................44 11.04 Plans Quantity Measurement......................................................................................................45 Article 12 - Change of Contract Price; Change of Contract Time................................................................. 46 12.01 Change of Contract Price............................................................................................................46 12.02 Change of Contract Time............................................................................................................47 12.03 Delays.......................................................................................................................................... 47 Article 13 - Tests and Inspections; Correction, Removal or Acceptance of Defective Work ...................... 48 13.01 Notice of Defects........................................................................................................................48 13.02 Access to Work...........................................................................................................................48 13.03 Tests and Inspections..................................................................................................................48 13.04 Uncovering Work........................................................................................................................49 13.05 City May Stop the Work.............................................................................................................49 13.06 Correction or Removal of Defective Work................................................................................50 13.07 Correction Period........................................................................................................................ 50 13.08 Acceptance of Defective Work................................................................................................... 51 13.09 City May Correct Defective Work.............................................................................................51 Article 14 - Payments to Contractor and Completion....................................................................................52 14.01 Schedule of Values......................................................................................................................52 14.02 Progress Payments......................................................................................................................52 14.03 Contractor's Warranty of Title................................................................................................... 54 14.04 Partial Utilization........................................................................................................................ 55 14.05 Final Inspection...........................................................................................................................55 14.06 Final Acceptance.........................................................................................................................55 14.07 Final Payment.............................................................................................................................. 56 14.08 Final Completion Delayed and Partial Retainage Release........................................................56 14.09 Waiver of Claims........................................................................................................................ 57 Article 15 - Suspension of Work and Termination........................................................................................57 15.01 City May Suspend Work.............................................................................................................57 15.02 City May Terminate for Cause................................................................................................... 58 15.03 City May Terminate For Convenience....................................................................................... 60 Article16 - Dispute Resolution...................................................................................................................... 61 16.01 Methods and Procedures.............................................................................................................61 CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision: 8/23/2021 Articlel7—Miscellaneous .............................................................................................................................. 62 17.01 Giving Notice .............................................................................................................................. 62 lTW% Computation mfIiruo; ---.'''-'--'.'--'-'-.,.'-.'-'..'-'--'-,.-'-.'-..'--'-'-.'-'--'-'---62 17'03 Cumulative Remedies ................................................................................................................. 62 17.04 Survival mf ---.-''—'-'.''-.'''._.-''—.--''-.'.'-.-.'-'._-''''-.'''—_'.''63 17.05 Headings ----'''-'--._-.'''--'-'.-.-'--.-.--'-'--'.'--'-'--'-'--'-'-.'-'--'-''-'-'--'-'-'8Q CITY oFFORT WORTH STANDARD CONSTRUCTION SPECIFICATION oocnMmvTo 007200-1 GENERAL CONDITION S Page 1 of 63 ARTICLE I — DEFINITIONS AND TERMINOLOGY 1.01 Defined Terms A. Wherever used in these General Conditions or in other Contract Documents, the terms listed below have the meanings indicated which are applicable to both the singular and plural thereof, and words denoting gender shall include the masculine, feminine and neuter. Said terms are generally capitalized or written in italics, but not always. When used in a context consistent with the definition of a listed -defined term, the term shall have a meaning as defined below whether capitalized or italicized or otherwise. In addition to terms specifically defined, terms with initial capital letters in the Contract Documents include references to identified articles and paragraphs, and the titles of other documents or forms. 1. Addenda Written or graphic instruments issued prior to the opening of Bids which clarify, correct, or change the Bidding Requirements or the proposed Contract Documents. 2. Agreement —The written instrument which is evidence of the agreement between City and Contractor covering the Work. 3. Application for Payment —The form acceptable to City which is to be used by Contractor during the course of the Work in requesting progress or final payments and which is to be accompanied by such supporting documentation as is required by the Contract Documents. 4. Asbestos Any material that contains more than one percent asbestos and is friable or is releasing asbestos fibers into the air above current action levels established by the United States Occupational Safety and Health Administration. 5. Award — Authorization by the City Council for the City to enter into an Agreement. 6. Bid —The offer or proposal of a Bidder submitted on the prescribed form setting forth the prices for the Work to be performed. 7. Bidder —The individual or entity who submits a Bid directly to City. 8. Bidding Documents —The Bidding Requirements and the proposed Contract Documents (including all Addenda). 9. Bidding Requirements —The advertisement or Invitation to Bid, Instructions to Bidders, Bid security of acceptable form, if any, and the Bid Form with any supplements. 10. Business Day — A business day is defined as a day that the City conducts normal business, generally Monday through Friday, except for federal or state holidays observed by the City. 11. CalendarDay —A day consisting of 24 hours measured from midnight to the next midnight. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision: 82=1 007200-I 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: &23/2021 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 fmn 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: 823/2021 007200-I GENERAL CONDITION S 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 OR 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 OR mixed with other non -Hazardous Waste and crude oils. 49. Plans — See definition of Drawings. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision: 82"I/2021 007200-1 GENERAL CONDITION S 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: 82"i I 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, materiahman, 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 encasemeds containing such facilities, including but not limited to, those that convey electricity, gases, steam, liquid petroleum products, telephone or other communications, cable television, water, wastewater, storm water, other liquids or chemicals, or traffic or other control systems. 69 Unit Price Work —See Paragraph 11.03 of these General Conditions for definition. 70. Weekend Working Hours — Hours beginning at 9:00 a.m. and ending at 5:00 p.m., Saturday, Sunday or legal holiday, as approved in advance by the City. 71. Work —The entire construction or the various separately identifiable parts thereof required to be provided under the Contract Documents. Work includes and is the result of performing or providing all labor, services, and documentation necessary to produce such construction including any Change Order or Field Order, and furnishing, installing, and incorporating all materials and equipment into such construction, all as required by the Contract Documents. 72. Working Day — A working day is defined as a day, not including Saturdays, Sundays, or legal holidays authorized by the City for contract purposes, in which weather or other conditions not under the control of the Contractor will permit the performance of the principal unit of work underway for a continuous period of not less than 7 hours between 7 a.m. and 6 p.m. 1.02 Terminology A. The words and terms discussed in Paragraph 1.02.13 through E are not defined but, when used in the Bidding Requirements or Contract Documents, have the indicated meaning. B. Intent of Certain Terms or Adjectives: CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision:82MI 007200-1 GENERAL CONDITION S Page 7 of 63 1. The Contract Documents include the terms "as allowed," "as approved," "as ordered," "as directed" or terms of like effect or import to authorize an exercise of judgment by City. In addition, the adjectives `reasonable," "suitable," "acceptable," `roper," "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 maybe 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: 82v2(121 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 CONSTRUCTION SPECIFICATION DOCUMENTS Revision: &2=1 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 ResolvingDiscrepancies 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. Contractors 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: &Q-V I 007200-I GENERAL CONDITION S 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/ I 007200-1 GENERAL CONDITION S Page 11 of 63 B. The prohibitions of this Paragraph 3.05 will survive final payment, or termination of the Contract. Nothing herein shall preclude Contractor from retaining copies of the Contract Documents for record purposes. 3.06 Electronic Data A. Unless otherwise stated in the Supplementary Conditions, the data furnished by City or Engineer to Contractor, or by Contractor to City or Engineer, that may be relied upon are limited to the printed copies included in the Contract Documents (also known as hard copies) and other Specifications referenced and located on the City's on-line electronic document management and collaboration system site. Files in electronic media format of text, data, graphics, or other types are furnished only for the convenience of the receiving party. Any conclusion or information obtained or derived from such electronic files will be at the user's sole risk. If there is a discrepancy between the electronic files and the hard copies, the hard copies govern. B. When transferring documents in electronic media format, the transferring party makes no representations as to long term compatibility, usability, or readability of documents resulting from the use of software application packages, operating systems, or computer hardware differing from those used by the data's creator. ARTICLE 4 — AVAILABILITY OF LANDS; SUBSURFACE AND PHYSICAL CONDITIONS; HAZARDOUS ENVIRONMENTAL CONDITIONS; REFERENCE POINTS 4.01 Availability of Lands A. City shall fwmish 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. 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: 82MI 007200-1 GENERAL CONDITION S Page 12 of 63 C. Contractor shall provide for all additional lands and access thereto that may be required for construction facilities or storage of materials and equipment. 4.02 Subsurface and Physical Conditions A. Reports and Drawings: The Supplementary Conditions identify: 1. those reports known to City of explorations and tests of subsurface conditions at or contiguous to the Site; and 2. those drawings known to City of physical conditions relating to existing surface or subsurface structures at the Site (except Underground Facilities). B. Limited Reliance by Contractor on Technical Data Authorized: Contractor may rely upon the accuracy of the "technical data" contained in such reports and drawings, but such reports and drawings are not Contract Documents. Such "technical data" is identified in the Supplementary Conditions. Contractor may not make any Contract Claim against City, or any of their officers, directors, members, partners, employees, agents, consultants, or subcontractors with respect to: 1. the completeness of such reports and drawings for Contractor's purposes, including, but not limited to, any aspects of the means, methods, techniques, sequences, and procedures of construction to be employed by Contractor, and safety precautions and programs incident thereto; or 2. other data, interpretations, opinions, and information contained in such reports or shown or indicated in such drawings; or 3. any Contractor interpretation of or conclusion drawn from any "technical data" or any such other data, interpretations, opinions, or information. 4.03 Differing Subsurface or Physical Conditions A. Notice: If Contractor believes that any subsurface or physical condition that is uncovered or revealed either: 1. is of such a nature as to establish that any "technical data" on which Contractor is entitled to rely as provided in Paragraph 4.02 is materially inaccurate; or 2. is of such a nature as to require a change in the Contract Documents; or 3. differs materially from that shown or indicated in the Contract Documents; or 4. is of an unusual nature, and differs materially from conditions ordinarily encountered and generally recognized as inherent in work of the character provided for in the Contract Documents; CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision: 82MI 007200-1 GENERAL CONDITIONS Page 13 of 63 then Contractor shall, promptly after becoming aware thereof and before further disturbing the subsurface or physical conditions or performing any Work in connection therewith (except in an emergency as required by Paragraph 6.17.A), notify City in writing about such condition. B. Possible Price and Time Adjustments Contractor shall not be entitled to any adjustment in the Contract Price or Contract Time if 1. Contractor knew of the existence of such conditions at the time Contractor made a final commitment to City with respect to Contract Price and Contract Time by the submission of a Bid or becoming bound under a negotiated contract; or 2. the existence of such condition could reasonably have been discovered or revealed as a result of the examination of the Contract Documents or the Site; or 3. Contractor failed to give the written notice as required by Paragraph 4.03.A. 4.04 Underground Facilities A. Shown or Indicated: The information and data shown or indicated in the Contract Documents with respect to existing Underground Facilities at or contiguous to the Site is based on information and data furnished to City or Engineer by the owners of such Underground Facilities, including City, or by others. Unless it is otherwise expressly provided in the Supplementary Conditions: 1. City and Engineer shall not be responsible for the accuracy or completeness of any such information or data provided by others; and 2. the cost of all of the following will be included in the Contract Price, and Contractor shall have full responsibility for: a. reviewing and checking all such information and data; b. locating all Underground Facilities shown or indicated in the Contract Documents; c. coordination and adjustment of the Work with the owners of such Underground Facilities, including City, during construction; and d. the safety and protection of all such Underground Facilities and repairing any damage thereto resulting from the Work. B. Not Shown orindicated.- 1. If an Underground Facility which conflicts with the Work is uncovered or revealed at or contiguous to the Site which was not shown or indicated, or not shown or indicated with reasonable accuracy in the Contract Documents, Contractor shall, promptly after becoming aware thereof and before further disturbing conditions affected thereby or performing any CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision: 8231 I 007200-1 GENERAL CONDITIONS Page 14 of 63 Work in connection therewith (except in an emergency as required by Paragraph 6.17.A), identify the owner of such Underground Facility and give notice to that owner and to City. City will review the discovered Underground Facility and determine the extent, if any, to which a change may be required in the Contract Documents to reflect and document the consequences of the existence or location of the Underground Facility. Contractor shall be responsible for the safety and protection of such discovered Underground Facility. 2. If City concludes that a change in the Contract Documents is required, a Change Order may be issued to reflect and document such consequences. 3. Verification of existing utilities, structures, and service lines shall include notification of all utility companies a minimum of 48 hours in advance of construction including exploratory excavation if necessary. 4.05 Reference Points A. City shall provide engineering surveys to establish reference points for construction, which in City's judgment are necessary to enable Contractor to proceed with the Work. City will provide construction stakes or other customary method of marking to establish line and grades for roadway and utility construction, centerlines and benchmarks for bridgework. Contractor shall protect and preserve the established reference points and property monuments, and shall make no changes or relocations. Contractor shall report to City whenever any reference point or property monument is lost or destroyed or requires relocation because of necessary changes in grades or locations. The City shall be responsible for the replacement or relocation of reference points or property monuments not carelessly or willfully destroyed by the Contractor. The Contractor shall notify City in advance and with sufficient time to avoid delays. B. Whenever, in the opinion of the City, any reference point or monument has been carelessly or willfully destroyed, disturbed, or removed by the Contractor or any of his employees, the full cost for replacing such points plus 25% will be charged against the Contractor, and the full amount will be deducted from payment due the Contractor. 4.06 Hazardous Environmental Condition at Site A. Reports and Drawings: The Supplementary Conditions identify those reports and drawings known to City relating to Hazardous Environmental Conditions that have been identified at the Site. B. Limited Reliance by Contractor on Technical Data Authorized: Contractor may rely upon the accuracy of the "technical data" contained in such reports and drawings, but such reports and drawings are not Contract Documents. Such "technical data" is identified in the Supplementary Conditions. Contractor may not make any Contract Claim against City, or any of their officers, directors, members, partners, employees, agents, consultants, or subcontractors with respect to: 1. the completeness of such reports and drawings for Contractor's purposes, including, but not limited to, any aspects of the means, methods, techniques, sequences and procedures of CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision: &?-V, 021 007200-1 GENERAL CONDITION S 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 any Contractor interpretation of or conclusion drawn from any "technical data" or any such other data, interpretations, opinions or information. C. Contractor shall not be responsible for any Hazardous Environmental Condition uncovered or revealed at the Site which was not shown or indicated in Drawings or Specifications or identified in the Contract Documents to be within the scope of the Work. Contractor shall be responsible for a Hazardous Environmental Condition created with any materials brought to the Site by Contractor, Subcontractors, Suppliers, or anyone else for whom Contractor is responsible. D. If Contractor encounters a Hazardous Environmental Condition or if Contractor or anyone for whom Contractor is responsible creates a Hazardous Environmental Condition, Contractor shall immediately: (i) secure or otherwise isolate such condition; (ii) stop all Work in connection with such condition and in any area affected thereby (except in an emergency as required by Paragraph 6.17.A); and (iii) notify City (and promptly thereafter confirm such notice in writing). City may consider the necessity to retain a qualified expert to evaluate such condition or take corrective action, if any. E. Contractor shall not be required to resume Work in connection with such condition or in any affected area until after City has obtained any required permits related thereto and delivered written notice to Contractor: (i) specifying that such condition and any affected area is or has been rendered suitable for the resumption of Work; or (ii) specifying any special conditions under which such Work may be resumed. F. If after receipt of such written notice Contractor does not agree to resume such Work based on a reasonable belief it is unsafe, or does not agree to resume such Work under such special conditions, then City may order the portion of the Work that is in the area affected by such condition to be deleted from the Work. City may have such deleted portion of the Work performed by City's own forces or others. G. To the fullest extent permitted by Laws and Regulations, Contractor shall indemnify and hold harmless City, from and against all claims, costs, losses, and damages (including but not limited to all fees and charges of engineers, architects, attorneys, and otherprofessionals and all court or arbitration or other dispute resolution costs) arising out of or relating to a Hazardous Environmental Condition created by Con tractoror by anyon eforwh om 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: 92MI 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.O2.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.O2.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: 823/2021 007200-1 GENERAL CONDITION S Page 17 of 63 2. The Contractor's general liability insurance shall include a, `Per project" or `der 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: 82M1 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: 8?_3/z021 007200-1 GENERAL CONDITIONS Page 19 of 63 insurance or self-insurance programs afforded to the City. The Commercial General Liability policy, shall have no exclusions by endorsements that would alter of nullify premises/operations, products/completed operations, contractual, personal injury, or advertising injury, which are normally contained with the policy, unless the City approves such exclusions in writing. For construction projects that present a substantial completed operation exposure, the City may require the contractor to maintain completed operations coverage for a minimum of no less than three (3) years following the completion of the project (if identified in the Supplementary Conditions). C. Automobile Liability. A commercial business auto policy shall provide coverage on "any auto", defined as autos owned, hired and non -owned and provide indemnity for claims for damages because bodily injury or death of any person and or property damage arising out of the work, maintenance or use of any motor vehicle by the Contractor, any Subcontractor or Supplier, or by anyone directly or indirectly employed by any of them to perform any of the Work, or by anyone for whose acts any of them may be liable. D. Railroad Protective Liability. If any of the work or any warranty work is within the limits of railroad right-of-way, the Contractor shall comply with the requirements identified in the Supplementary Conditions. E. Notification of Policy Cancellation: Contractor shall immediately notify City upon cancellation or other loss of insurance coverage. Contractor shall stop work until replacement insurance has been procured. There shall be no time credit for days not worked pursuant to this section. 5.05 Acceptance of Bondsandlnsurance,• 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 afterreceipt 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. CITYOF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision: 823/2021 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 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision: 89-V2M1 007200-1 GENERAL CONDITION S 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: 82"i I 007200-I GENERAL CONDITIONS Page 22 of 63 2) it will reliably perform at least equally well the function and achieve the results imposed by the design concept of the completed Project as a functioning whole; and 3) it has a proven record of performance and availability of responsive service; and b. Contractor certifies that, if approved and incorporated into the Work: 1) there will be no increase in cost to the City or increase in Contract Time; and 2) it will conform substantially to the detailed requirements of the item named in the Contract Documents. 2. Substitute Items: a. If in City's sole discretion an item of material or equipment proposed by Contractor does not qualify as an "or -equal" item under Paragraph 6.05.A.1, it may be submitted as a proposed substitute item. b. Contractor shall submit sufficient information as provided below to allow City to determine if the item of material or equipment proposed is essentially equivalent to that named and an acceptable substitute therefor. Requests for review of proposed substitute items of material or equipment will not be accepted by City from anyone other than Contractor. c. Contractor shall make written application to City for review of a proposed substitute item of material or equipment that Contractor seeks to furnish or use. The application shall comply with Section 0125 00 and: 1) shall certify that the proposed substitute item will: a) perform adequately the functions and achieve the results called for by the general design; b) be similar in substance to that specified; c) be suited to the same use as that specified; and 2) will state: a) the extent, if any, to which the use of the proposed substitute item will prejudice Contractor's achievement of final completion on time; b) whether use of the proposed substitute item in the Work will require a change in any of the Contract Documents (or in the provisions of any other direct contract with City for other work on the Project) to adapt the design to the proposed substitute item; CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision: 82i/12021 007200-1 GENERAL CONDITION S 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 orProcedures: 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 themfrom and against any and all claims, damages, losses and expenses (includingattorneysfees) arisingoutof the use of substituted materials or equipment. E. City's Cost Reimbursement: City will record City's costs in evaluating a substitute proposed or submitted by Contractor pursuant to Paragraphs 6.05.A.2 and 6.05.13. Whether or not City approves a substitute so proposed or submitted by Contractor, Contractor may be required to reimburse City for evaluating each such proposed substitute. Contractor may also be required to reimburse City for the charges for making changes in the Contract Documents (or in the provisions of any other direct contract with City) resulting from the acceptance of each proposed substitute. F. Contractor's Expense: Contractor shall provide all data in support of any proposed substitute or "or -equal" at Contractor's expense. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision: 823,/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: CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision: 8/1.3/ I 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. Penaltyfor 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 andwages 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: 82MI 007200-I GENERAL CONDITIONS Page 26 of 63 D. Arbitration Required if Violation Not Resolved. An issue relating to an alleged violation of Section 2258.023, Texas Government Code, including a penalty owed to the City or an affected worker, shall be submitted to binding arbitration in accordance with the Texas General Arbitration Act (Article 224 et seq., Revised Statutes) if the Contractor or Subcontractor and any affected worker does not resolve the issue by agreement before the 15th day after the date the City makes its initial determination pursuant to Paragraph C above. If the persons required to arbitrate under this section do not agree on an arbitrator before the 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 (1) the name and occupation of each worker employed by the Contractor in the construction of the Work provided for in this Contract; and (iii) 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 PatentFees 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 otherprofessionals and all court or arbitration or other dispute resolution costs) arising out of or relating to any infringement of patent rights or copyrights incident to the use in the performance of the Work or resultingfrom CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision: 823MI 007200-1 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. City will obtain and pay for all permits and licenses as provided for in the Supplementary Conditions or Contract Documents. It will be the Contractor's responsibility to carry out the provisions of the permit. If the Contractor initiates changes to the Contract and the City approves the changes, the Contractor is responsible for obtaining clearances and coordinating with the appropriate regulatory agency. The City will not reimburse the Contractor for any cost associated with these requirements of any City acquired permit. The following are permits the City will obtain if required: 1. Texas Department of Transportation Permits 2. U.S. Army Corps of Engineers Permits 3. Texas Commission on Environmental Quality Permits 4. Railroad Company Permits C. Outstanding permits and licenses. The City anticipates acquisition of and/or access to permits and licenses. Any outstanding permits and licenses are anticipated to be acquired in accordance with the schedule set forth in the Supplementary Conditions. The Project Schedule submitted by the Contractor in accordance with the Contract Documents must consider any outstanding permits and licenses. 6.10 Laws and Regulations A. Contractor shall give all notices required by and shall comply with all Laws and Regulations applicable to the performance of the Work. Except where otherwise expressly required by applicable Laws and Regulations, the City shall not be responsible for monitoring Contractor's compliance with any Laws or Regulations. B. If Contractor performs any Work knowing or having reason to know that it is contrary to Laws or Regulations, Contractor shall bear all claims, costs, losses, and damages (including but not limited to all fees and charges of engineers, architects, attorneys, and other professionals and all CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision: 8/I_i202I 007200-1 GENERAL CONDITION S 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. htty: /www.window.state.tx.us/taxinfo/taxforms/93-forms.html 6.12 Use of Site and Other Areas A. Limitation on Use of Siteand 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: 82MI 007200-I GENERAL CONDITIONS Page 29 of 63 3. Should any Damage Claim be made by any such owner or occupant because of the performance of the Work, Contractor shall promptly attempt to resolve the Damage Claim. 4. Pursuant to Paragraph 6.21, Contractor shall indemnify and hold harmless City, from and against all claims, costs, losses, and damages arising out of or relating to any claim or action, legal or equitable, brought by any such owner or occupant against City. B. Removal of Debris During Performance of the Work: During the progress of the Work Contractor shall keep the Site and other areas free from accumulations of waste materials, rubbish, and other debris. Removal and disposal of such waste materials, rubbish, and other debris shall conform to applicable Laws and Regulations. C. Site Maintenance Cleaning: 24 hours after written notice is given to the Contractor that the clean-up on the job site is proceeding in a manner unsatisfactory to the City, if the Contractor fails to correct the unsatisfactory procedure, the City may take such direct action as the City deems appropriate to correct the clean-up deficiencies cited to the Contractor in the written notice (by letter or electronic communication), and the costs of such direct action, plus 25 % of such costs, shall be deducted from the monies due or to become due to the Contractor. D. Final Site Cleaning: Prior to Final Acceptance of the Work Contractor shall clean the Site and the Work and make it ready for utilization by City or adjacent property owner. At the completion of the Work Contractor shall remove from the Site all tools, appliances, construction equipment and machinery, and surplus materials and shall restore to original condition or better all property disturbed by the Work. E. Loading Structures: Contractor shall not load nor permit any part of any structure to be loaded in any manner that will endanger the structure, nor shall Contractor subject any part of the Work or adjacent property to stresses or pressures that will endanger it. 6.13 Record Documents A. Contractor shall maintain in a safe place at the Site or in a place designated by the Contractor and approved by the City, one (1) record copy of all Drawings, Specifications, Addenda, Change Orders, Field Orders, and written interpretations and clarifications in good order and annotated to show changes made during construction. These record documents together with all approved Samples and a counterpart of all accepted Submittals will be available to City for reference. Upon completion of the Work, these record documents, any operation and maintenance manuals, and Submittals will be delivered to City prior to Final Inspection. Contractor shall include accurate locations for buried and imbedded items. 6.14 Safety and Protection A. Contractor shall be solely responsible for initiating, maintaining and supervising all safety precautions and programs in connection with the Work. Such responsibility does not relieve Subcontractors of their responsibility for the safety of persons or property in the performance of their work, nor for compliance with applicable safety Laws and Regulations. Contractor shall CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision: 82i2(]2l 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 maybe 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: 82MI 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: 823%Z021 007200-I 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 CONST RU CT ION SPECIFICATION DOCUMENTS Revision: 92MI 007200-1 GENERAL CONDITION S 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 o� the work and services to be performed by the Contractor, its officers, agents, employees, subcontractors, licenses or invitees under this Contract. THIS INDEMIITTFT( ATTON PROVISION IS SPECIFICALLY INTENDED TO OPERATE AND BE EFFECTIVE FA,IF IT IS ALLEGED OR PROVEN THAT ALL OR SOME. OF THE. DAMAGES BEING SOUGHT WERE CAUSED, IN WHOLE OR IN PART. BY ANY ACT. OMISSION OR NEGLIGENCE OF THE CITY. This indemnity provision is intended to include, without limitation, indemnity for costs, expenses and legal fees incurred by the City in defending against such claims and causes of actions. B. Contractor covenants and agrees to indemnify and hold harmle s s, 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 o� 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 INDFMNIFTCATION PROVISION IS CTrY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision: 923MI 007200-I GENERAL CONDITIONS Page 34 of 63 Dim nXII' .01 : / 10151100 W 14 IN1 . 1 @I'M 10M.► 102 1► 1: 6.22 Delegation of Professional Design Services A. Contractor will not be required to provide professional design services unless such services are specifically required by the Contract Documents for a portion of the Work or unless such services are required to 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: R2'iim21 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 V1, Civil Rights Act of 1964 as amended: Contractor shall comply with the requirements of the Act and the Regulations as further defined in the Supplementary Conditions for any project receiving Federal assistance. ARTICLE 7 — OTHER WORK AT THE SITE 7.01 Related Work at Site A. City may perform other work related to the Project at the Site with City's employees, or other City contractors, or through other direct contracts therefor, or have other work performed by utility owners. If such other work is not noted in the Contract Documents, then written notice thereof will be given to Contractor prior to starting any such other work; and B. Contractor shall afford each other contractor who is a party to such a direct contract, each utility owner, and City, if City is performing other work with City's employees or other City contractors, proper and safe access to the Site, provide a reasonable opportunity for the introduction and storage of materials and equipment and the execution of such other work, and properly coordinate the Work with theirs. Contractor shall do all cutting, fitting, and patching of the Work that may be required to properly connect or otherwise make its several parts come together and properly integrate with such other work. Contractor shall not endanger any work of others by cutting, excavating, or otherwise altering such work; provided, however, that Contractor may cut or alter others' work with the written consent of City and the others whose work will be affected. C. If the proper execution or results of any part of Contractor's Work depends upon work performed by others under this Article 7, Contractor shall inspect such other work and promptly report to City in writing any delays, defects, or deficiencies in such other work that render it unavailable or unsuitable for the proper execution and results of Contractor's Work. Contractor's failure to so report will constitute an acceptance of such other work as fit and proper for integration with Contractor's Work except for latent defects in the work provided by others. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision: 8/23MI 007200-1 GENERAL CONDITIONS Page 36 of 63 7.02 Coordination A. If City intends to contract with others for the performance of other work on the Project at the Site, the following will be set forth in Supplementary Conditions: 1. the individual or entity who will have authority and responsibility for coordination of the activities among the various contractors will be identified; 2. the specific matters to be covered by such authority and responsibility will be itemized; and 3. the extent of such authority and responsibilities will be provided. B. Unless otherwise provided in the Supplementary Conditions, City shall have authority for such coordination. ARTICLE 8 — CITY'S RESPONSIBILITIES 8.01 Communications to Contractor Except as otherwise provided in the Supplementary Conditions, City shall issue all communications to Contractor. 8.02 Furnish Data City shall timely furnish the data required under the Contract Documents. 8.03 Pay When Due City shall make payments to Contractor in accordance with Article 14. 8.04 Lands and Easements; Reports and Tests City's duties with respect to providing lands and easements and providing engineering surveys to establish reference points are set forth in Paragraphs 4.01 and 4.05. Paragraph 4.02 refers to City's identifying and making available to Contractor copies of reports of explorations and tests of subsurface conditions and drawings of physical conditions relating to existing surface or subsurface structures at or contiguous to the Site that have been utilized by City in preparing the Contract Documents. 8.05 Change Orders City shall execute Change Orders in accordance with Paragraph 10.03. 8.06 Inspections, Tests, and Approvals City's responsibility with respect to certain inspections, tests, and approvals is set forth in Paragraph 13.03. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision: 82MI 007200-1 GENERAL CONDITION S Page 37 of 63 8.07 Limitations on City's Responsibilities A. The City shall not supervise, direct, or have control or authority over, nor be responsible for, Contractor's means, methods, techniques, sequences, or procedures of construction, or the safety precautions and programs incident thereto, or for any failure of Contractor to comply with Laws and Regulations applicable to the performance of the Work. City will not be responsible for Contractor's failure to perform the Work in accordance with the Contract Documents. B. City will notify the Contractor of applicable safety plans pursuant to Paragraph 6.14. 8.08 Undisclosed Hazardous Environmental Condition City's responsibility with respect to an undisclosed Hazardous Environmental Condition is set forth in Paragraph 4.06. 8.09 Compliance with Safety Program While at the Site, City's employees and representatives shall comply with the specific applicable requirements of Contractor's safety programs of which City has been informed pursuant to Paragraph 6.14. ARTICLE 9 — CITY'S OBSERVATION STATUS DURING CONSTRUCTION 9.01 City's Project Manager City will provide one or more Project Manager(s) during the construction period. The duties and responsibilities and the limitations of authority of City's Project Manager during construction are set forth in the Contract Documents. The City's Project Manager for this Contract is identified in the Supplementary Conditions. 9.02 Visits to Site A. City's Project Manager will make visits to the Site at intervals appropriate to the various stages of construction as City deems necessary in order to observe the progress that has been made and the quality of the various aspects of Contractor's executed Work. Based on information obtained during such visits and observations, City's Project Manager will determine, in general, if the Work is proceeding in accordance with the Contract Documents. City's Project Manager will not be required to make exhaustive or continuous inspections on the Site to check the quality or quantity of the Work. City's Project Manager's efforts will be directed toward providing City a greater degree of confidence that the completed Work will conform generally to the Contract Documents. B. City's Project Manager's visits and observations are subject to all the limitations on authority and responsibility in the Contract Documents including those set forth in Paragraph 8.07. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision: 8/2i/2021 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. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision: 812.MI 007200-1 GENERAL CONDITIONS Page 39 of 63 10.02 Unauthorized Changes in the Work Contractor shall not be entitled to an increase in the Contract Price or an extension of the Contract Time with respect to any work performed that is not required by the Contract Documents as amended, modified, or supplemented as provided in Paragraph 3.04, except in the case of an emergency as provided in Paragraph 6.17. 10.03 Execution of Change Orders A. City and Contractor shall execute appropriate Change Orders covering: 1. changes in the Work which are: (i) ordered by City pursuant to Paragraph 10.01.A, (n) required because of acceptance of defective Work under Paragraph 13.08 or City's correction of defective Work under Paragraph 13.09, or (in) 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: 8232021 007200-1 GENERAL CONDITIONS Page 40 of 63 10.06 Contract Claims Process A. City's Decision Required: All Contract Claims, except those waived pursuant to Paragraph 14.09, shall be referred to the City for decision. A decision by City shall be required as a condition precedent to any exercise by Contractor of any rights or remedies he may otherwise have under the Contract Documents or by Laws and Regulations in respect of such Contract Claims. B. Notice: 1. Written notice stating the general nature of each Contract Claim shall be delivered by the Contractor to City no later than 15 days after the start of the event giving rise thereto. The responsibility to substantiate a Contract Claim shall rest with the party making the Contract Claim. 2. Notice of the amount or extent of the Contract Claim, with supporting data shall be delivered to the City on or before 45 days from the start of the event giving rise thereto (unless the City allows additional time for Contractor to submit additional or more accurate data in support of such Contract Claim). 3. A Contract Claim for an adjustment in Contract Price shall be prepared in accordance with the provisions of Paragraph 12.01. 4. A Contract Claim for an adjustment in Contract Time shall be prepared in accordance with the provisions of Paragraph 12.02. 5. Each Contract Claim shall be accompanied by Contractor's written statement that the adjustment claimed is the entire adjustment to which the Contractor believes it is entitled as a result of said event. 6. The City shall submit any response to the Contractor within 30 days after receipt of the claimant's last submittal (unless Contract allows additional time). C. City's Action: City will review each Contract Claim and, within 30 days after receipt of the last submittal of the Contractor, if any, take one of the following actions in writing: 1. deny the Contract Claim in whole or in part; 2. approve the Contract Claim; or 3. notify the Contractor that the City is unable to resolve the Contract Claim if, in the City's sole discretion, it would be inappropriate for the City to do so. For purposes of further resolution of the Contract Claim, such notice shall be deemed a denial. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision: 923, 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 11.01.B, necessarily incurred and paid by Contractor in the proper performance of the Work. When the value of any Work covered by a Change Order, the costs to be reimbursed to Contractor will be only those additional or incremental costs required because of the change in the Work. Such costs shall not include any of the costs itemized in Paragraph 11.0l.B, and shall include but not be limited to the following items: 1. Payroll costs for employees in the direct employ of Contractor in the performance of the Work under schedules of job classifications agreed upon by City and Contractor. Such employees shall include, without limitation, superintendents, foremen, and other personnel employed full time on the Work. Payroll costs for employees not employed full time on the Work shall be apportioned on the basis of their time spent on the Work. Payroll costs shall include; a. salaries with a 55% markup, or b. salaries and wages plus the cost of fringe benefits, which shall include social security contributions, unemployment, excise, and payroll taxes, workers' compensation, health and retirement benefits, bonuses, sick leave, vacation and holiday pay applicable thereto. The expenses of performing Work outside of Regular Working Hours, Weekend Working Hours, or legal holidays, shall be included in the above to the extent authorized by City. 2. Cost of all materials and equipment furnished and incorporated in the Work, including costs of transportation and storage thereof, and Suppliers' field services required in connection therewith. 3. Rentals of all construction equipment and machinery, and the parts thereof whether rented from Contractor or others in accordance with rental agreements approved by City, and the costs of transportation, loading, unloading, assembly, dismantling, and removal thereof. All such costs shall be in accordance with the terms of said rental agreements. The rental of any such equipment, machinery, or parts shall cease when the use thereof is no longer necessary for the Work. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision: 8/-1=1 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 phis 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: 92MI 00 72 00 -1 GENERAL CONDITIONS Page 43 of 63 h. The costs of premiums for all bonds and insurance Contractor is required by the Contract Documents to purchase and maintain. B. Costs Excluded: The term Cost of the Work shall not include any of the following items: 1. Payroll costs and other compensation of Contractor's officers, executives, principals (of partnerships and sole proprietorships), general managers, safety managers, engineers, architects, estimators, attorneys, auditors, accountants, purchasing and contracting agents, expediters, timekeepers, clerks, and other personnel employed by Contractor, whether at the Site or in Contractor's principal or branch office for general administration of the Work and not specifically included in the agreed upon schedule of job classifications referred to in Paragraph 11.01.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 11.0I.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: 8/23=1 007200-1 GENERAL CONDITION S Page 44 of 63 a. the pre -bid allowances include the cost to Contractor of materials and equipment required by the allowances to be delivered at the Site, and all applicable taxes; and b. Contractor's costs for unloading and handling on the Site, labor, installation, overhead, profit, and other expenses contemplated for the pre -bid allowances have been included in the allowances, and no demand for additional payment on account of any of the foregoing will be valid. C. Contingency Allowance: Contractor agrees that a contingency allowance, if any, is for the sole use of City. D. Prior to final payment, an appropriate Change Order will be issued to reflect actual amounts due Contractor on account of Work covered by allowances, and the Contract Price shall be correspondingly adjusted 11.03 Unit Price Work A. Where the Contract Documents provide that all or part of the Work is to be Unit Price Work, initially the Contract Price will be deemed to include for all Unit Price Work an amount equal to the sum of the unit price for each separately identified item of Unit Price Work times the estimated quantity of each item as indicated in the Agreement. B. The estimated quantities of items of Unit Price Work are not guaranteed and are solely for the purpose of comparison of Bids and determining an initial Contract Price. Determinations of the actual quantities and classifications of Unit Price Work performed by Contractor will be made by City subject to the provisions of Paragraph 9.05. C. Each unit price will be deemed to include an amount considered by Contractor to be adequate to cover Contractor's overhead and profit for each separately identified item. Work described in the Contract Documents, or reasonably inferred as required for a functionally complete installation, but not identified in the listing of unit price items shall be considered incidental to unit price work listed and the cost of incidental work included as part of the unit price. D. City may make an adjustment in the Contract Price in accordance with Paragraph 12.01 if. 1. the quantity of any item of Unit Price Work performed by Contractor differs materially and significantly from the estimated quantity of such item indicated in the Agreement; and 2. there is no corresponding adjustment with respect to any other item of Work. E. Increased or Decreased Quantities: The City reserves the right to order Extra Work in accordance with Paragraph 10.01. 1. If the changes in quantities or the alterations do not significantly change the character of work under the Contract Documents, the altered work will be paid for at the Contract unit price. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision: 823=1 007200-1 GENERAL CONDITIONS Page 45 of 63 2. If the changes in quantities or alterations significantly change the character of work, the Contract will be amended by a Change Order. 3. If no unit prices exist, this will be considered Extra Work and the Contract will be amended by a Change Order in accordance with Article 12. 4. A significant change in the character of work occurs when: a. the character of work for any Item as altered differs materially in kind or nature from that in the Contract or b. a Major Item of work varies by more than 25% from the original Contract quantity. 5. When the quantity of work to be done under any Major Item of the Contract is more than 125% of the original quantity stated in the Contract, then either party to the Contract may request an adjustment to the unit price on the portion of the work that is above 125%. 6. When the quantity of work to be done under any Major Item of the Contract is less than 75% of the original quantity stated in the Contract, then either party to the Contract may request an adjustment to the unit price. 11.04 Plans Quantity Measurement A. Plans quantities may or may not represent the exact quantity of work performed or material moved, handled, or placed during the execution of the Contract. The estimated bid quantities are designated as final payment quantities, unless revised by the governing Section or this Article. B. If the quantity measured as outlined under "Price and Payment Procedures" varies by more than 25% (or as stipulated under "Price and Payment Procedures" for specific Items) from the total estimated quantity for an individual Item originally shown in the Contract Documents, an adjustment may be made to the quantity of authorized work done for payment purposes. The party to the Contract requesting the adjustment will provide field measurements and calculations showing the final quantity for which payment will be made. Payment for revised quantity will be made at the unit price bid for that Item, except as provided for in Article 10. C. When quantities are revised by a change in design approved by the City, by Change Order, or to correct an error, or to correct an error on the plans, the plans quantity will be increased or decreased by the amount involved in the change, and the 25% variance will apply to the new plans quantity. D. If the total Contract quantity multiplied by the unit price bid for an individual Item is less than $250 and the Item is not originally a plans quantity Item, then the Item may be paid as a plans quantity Item if the City and Contractor agree in writing to fix the final quantity as a plans quantity. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision: 82'i/ I 007200-I GENERAL CONDITIONS Page 46 of 63 E. For callout work or non -site specific Contracts, the plans quantity measurement requirements are not applicable. ARTICLE 12 — CHANGE OF CONTRACT PRICE; CHANGE OF CONTRACT TIME 12.01 Change of Contract Price A. The Contract Price may only be changed by a Change Order. B. The value of any Work covered by a Change Order will be determined as follows: 1. where the Work involved is covered by unit prices contained in the Contract Documents, by application of such unit prices to the quantities of the items involved (subject to the provisions of Paragraph 11.03); or 2. where the Work involved is not covered by unit prices contained in the Contract Documents, by a mutually agreed hump 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 reachedunder Paragraph 12.01.13.2, on the basis of the Cost of the Work (determined as provided in Paragraph 11.01) phis 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 shallbe 15 percent except for: 1) rental fees for Contractor's own equipment using standard rental rates; 2) bonds and insurance; b. for costs incurred under Paragraph 11.01.A.4 and 11.0l.A.5, the Contractor's fee shall be five percent (5%); 1) where one or more tiers of subcontracts are on the basis of Cost of the Work plus a fee and no fixed fee is agreed upon, the intent of Paragraphs 12.0l.C.2.a and 12.0l.C.2.b is that the Subcontractor who actually performs the Work, at whatever CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision: 82'i2()ZI 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 claime d 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 P aragraph. B. If Contractor is delayed, City shall not be liable to Contractor for any claims, costs, losses, or damages (including but not limited to all fees and charges of engineers, architects, attorneys, and other professionals and all court or arbitration or other dispute resolution costs) sustained by Contractor on or in connection with any other project or anticipated project. C. Contractor shall not be entitled to an adjustment in Contract Price or Contract Time for delays within the control of Contractor. Delays attributable to and within the control of a Subcontractor or Supplier shall be deemed to be delays within the control of Contractor. D. The Contractor shall receive no compensation for delays or hindrances to the Work, except when direct and unavoidable extra cost to the Contractor is caused by the failure of the City to provide information or material, if any, which is to be furnished by the City. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision: 82'i I 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 ("resting") for any part of the Work, as determined solely by City. 1. City will coordinate such Testing to the extent possible, with Contractor; 2. Should any Testing under this Section 13.03 D result in a "fail", "did not pass" or other similar negative result, the Contractor shall be responsible for paying for any and all retests. Contractor's cancellation without cause of City initiated Testing shall be deemed a negative result and require a retest. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision: K I 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: 82M1 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 orRemoval 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 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: 823/ I 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: 82=1 007200-1 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 hamp sum contracts established as provided in Paragraph 2.07 will serve as the basis for progress payments and will be incorporated into a form of Application for Payment acceptable to City. Progress payments on account of Unit Price Work will be based on the number of units completed. 14.02 Progress Payments A. ApplicationsforPayments. 1. Contractor is responsible for providing all information as required to become a vendor of the City. 2. At least 20 days before the date established in the General Requirements for each progress payment, Contractor shall submit to City for review an Application for Payment filled out and signed by Contractor covering the Work completed as of the date of the Application and accompanied by such supporting documentation as is required by the Contract Documents. 3. If payment is requested on the basis of materials and equipment not incorporated in the Work but delivered and suitably stored at the Site or at another location agreed to in writing, the Application for Payment shall also be accompanied by a bill of sale, invoice, or other documentation warranting that City has received the materials and equipment free and clear of all Liens and evidence that the materials and equipment are covered by appropriate insurance or other arrangements to protect City's interest therein, all of which must be satisfactory to City. 4. Beginning with the second Application for Payment, each Application shall include an affidavit of Contractor stating that previous progress payments received on account of the Work have been applied on account to discharge Contractor's legitimate obligations associated with prior Applications for Payment. 5. The amount of retainage with respect to progress payments will be as described in subsection C. unless otherwise stipulated in the Contract Documents. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision: 923f I 007200-1 GENERAL CONDITION S 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: 8,23i2021 007200-1 GENERAL CONDITION S 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: 823/ I 007200-t 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 FinalAcceptance 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: 8/23MI 007200-1 GENERAL CONDITIONS Page 56 of 63 14.07 Final Payment A. ApplicationforPayment: I. 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. PaymentBecomesDue: 1. After City's acceptance of the Application for Payment and accompanying documentation, requested by Contractor, less previous payments made and any sum City is entitled, including but not limited to liquidated damages, will become due and payable. 2. After all Damage Claims have been resolved: a. directly by the Contractor or; b. Contractor provides evidence that the Damage Claim has been reported to Contractor's insurance provider for resolution. 3. The making of the final payment by the City shall not relieve the Contractor of any guarantees or other requirements of the Contract Documents which specifically continue thereafter. 14.08 Final Completion Delayed and Partial Retainage Release A. If final completion of the Work is significantly delayed, and if City so confirms, City may, upon receipt of Contractor's final Application for Payment, and without terminating the Contract, make payment of the balance due for that portion of the Work fully completed and accepted If the remaining balance to be held by City for Work not fully completed or corrected is less than the retainage stipulated in Paragraph 14.02.C, and if bonds have been furnished as required in Paragraph 5.02, the written consent of the surety to the payment of the balance due for that CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision: 82M1 007200-1 GENERAL CONDITIONS Page 57 of 63 portion of the Work fully completed and accepted shall be submitted by Contractor to City with the Application for such payment. Such payment shall be made under the terms and conditions governing final payment, except that it shall not constitute a waiver of Contract Claims. B. Partial Retainage Release. For a Contract that provides for a separate vegetative establishment and maintenance, and test and performance periods following the completion of all other construction in the Contract Documents for all Work locations, the City may release a portion of the amount retained provided that all other work is completed as determined by the City. Before the release, all submittals and final quantities must be completed and accepted for all other work. An amount sufficient to ensure Contract compliance will be retained. 14.09 Waiver of Claims The acceptance of final payment will constitute a release of the City from all claims or liabilities under the Contract for anything done or furnished or relating to the work under the Contract Documents or any act or neglect of City related to or connected with the Contract. ARTICLE 15 — SUSPENSION OF WORK AND TERMINATION 15.01 City May Suspend Work A. At any time and without cause, City may suspend the Work or any portion thereof by written notice to Contractor and which may fix the date on which Work will be resumed. Contractor shall resume the Work on the date so fixed. During temporary suspension of the Work covered by these Contract Documents, for any reason, the City will make no extra payment for stand-by time of construction equipment and/or construction crews. B. Should the Contractor not be able to complete a portion of the Project due to causes beyond the control of and without the fault or negligence of the Contractor, and should it be determined by mutual consent of the Contractor and City that a solution to allow construction to proceed is not available within a reasonable period of time, Contractor may request an extension in Contract Time, directly attributable to any such suspension. C. If it should become necessary to suspend the Work for an indefinite period, the Contractor shall store all materials in such a manner that they will not obstruct or impede the public unnecessarily nor become damaged in any way, and he shall take every precaution to prevent damage or deterioration of the work performed; he shall provide suitable drainage about the work, and erect temporary structures where necessary. D. Contractor may be reimbursed for the cost of moving his equipment off the job and returning the necessary equipment to the job when it is determined by the City that construction may be resumed. Such reimbursement shall be based on actual cost to the Contractor of moving the equipment and no profit will be allowed. Reimbursement may not be allowed if the equipment is moved to another construction project for the City. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision: 82'i2021 007200-I GENERAL CONDITIONS Page 58 of 63 15.02 City May Terminate for Cause A. The occurrence of any one or more of the following events by way of example, but not of limitation, may justify termination for cause: 1. Contractor's persistent failure to perform the Work in accordance with the Contract Documents (including, but not limited to, failure to supply sufficient skilled workers or suitable materials or equipment, failure to adhere to the Project Schedule established under Paragraph 2.07 as adjusted from time to time pursuant to Paragraph 6.04, or failure to adhere to the City's Business Diversity Enterprise Ordinance #20020-12-201lestablished 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'i I 007200-I 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 exceed such unpaid balance, Contractor shall pay the difference to City. Such claims, costs, losses and damages incurred by City will be incorporated in a Change Order, provided that when exercising any rights or remedies under this Paragraph, City shall not be required to obtain the lowest price for the Work performed. 4. Neither City, nor any of its respective consultants, agents, officers, directors or employees shall be in any way liable or accountable to Contractor or Surety for the method by which the completion of the said Work, or any portion thereof, may be accomplished or for the price paid therefor. 5. City, notwithstanding the method used in completing the Contract, shall not forfeit the right to recover damages from Contractor or Surety for Contractor's failure to timely complete the entire Contract. Contractor shall not be entitled to any claim on account of the method used by City in completing the Contract. 6. Maintenance of the Work shall continue to be Contractor's and Surety's responsibilities as provided for in the bond requirements of the Contract Documents or any special guarantees provided for under the Contract Documents or any other obligations otherwise prescribed by law. C. Notwithstanding Paragraphs 15.02.B, Contractor's services will not be terminated if Contractor begins within seven days of receipt of notice of intent to terminate to correct its failure to perform and proceeds diligently to cure such failure within no more than 30 days of receipt of said notice. D. Where Contractor's services have been so terminated by City, the termination will not affect any rights or remedies of City against Contractor then existing or which may thereafter accrue. Any retention or payment of moneys due Contractor by City will not release Contractor from liability. E. If and to the extent that Contractor has provided a performance bond under the provisions of Paragraph 5.02, the termination procedures of that bond shall not supersede the provisions of this Article. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision: 82MI 007200-I 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: l . 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: 823/2021 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 10.06.1) shall become final and binding 30 days after termination of the mediation unless, within that time period, City or Contractor: CITYOF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision: 823 I 007200-1 GENERAL CONDITION S 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: 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 conformation 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 fast 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 wayas a limitation of, any rights and remedies available to any or all of them which are otherwise imposed or available by Laws or Regulations, by special warranty or guarantee, or by other provisions of the Contract Documents. The provisions of this Paragraph will be as effective as if repeated specifically in the Contract Documents in connection with each particular duty, obligation, right, and remedy to which they apply. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision: 82v2c12t 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 CONSTRUCTION SPECIFICATION DOCUMENTS Revision: 8/LMI 00 73 00 SUPPLEMENTARY CONDITIONS SECTION 00 73 00 SUPPLEMENTARY CONDITIONS TO GENERAL CONDITIONS Supplementary Conditions Page 1 of 7 These Supplementary Conditions modify and supplement Section 00 72 00 - General Conditions, and other provisions of the Contract Documents as indicated below. All provisions of the General Conditions that are modified or supplemented remain in full force and effect as so modified or supplemented. All provisions of the General Conditions which are not so modified or supplemented remain in full force and effect. Defined Terms The terms used in these Supplementary Conditions which are defined in the General Conditions have the meaning assigned to them in the General Conditions, unless specifically noted herein. Modifications and Supplements The following are instructions that modify or supplement specific paragraphs in the General Conditions and other Contract Documents. SC-3.03B.2, "Resolving Discrepancies" Plans govern over Specifications. SC-4.01A Easement limits shown on the Drawing are approximate and were provided to establish a basis for bidding. Upon receiving the final easements descriptions, Contractor shall compare them to the lines shown on the Contract Drawings. SC-4.01A.1., "Availability of Lands" The following is a list of known outstanding right-of-way, and/or easements to be acquired, if any as of April 12, 2023: Outstanding Right -Of -Way, and/or Easements to Be Acquired PARCEL OWNER TARGET DATE NUMBER OF POSSESSION NONE The Contractor understands and agrees that the dates listed above are estimates only, are not guaranteed, and do not bind the City. If Contractor considers the final easements provided to differ materially from the representations on the Contract Drawings, Contractor shall within five (5) Business Days and before proceeding with the Work, notify City in writing associated with the differing easement line locations. SC-4.01A.2, "Availability of Lands" CITY OF FORT WORTH Water and Sanitary Sewer Replacement STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CONTRACT 2021, WSM-C Revised March 9, 2020 CITY PROJECT NO. 103500 00 73 00 SUPPLEMENTARY CONDITIONS Page 2 of 7 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 April 13, 2023. 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: NONE The following are drawings of physical conditions in or relating to existing surface and subsurface structures (except Underground Facilities) which are at or contiguous to the site of the Work: NONE SC-4.06A., "Hazardous Environmental Conditions at Site" The following are reports and drawings of existing hazardous environmental conditions known to the City: NONE SC-5.03A., "Certificates of Insurance" The entities listed below are "additional insureds as their interest may appear" including their respective officers, directors, agents and employees. (1) City: City of Fort Worth, Texas (2) Consultant: Dunaway Associates, L.L.0 SC-5.04A., "Contractor's Insurance" The limits of liability for the insurance required by Paragraph GC-5.04 shall provide the following coverages for not less than the following amounts or greater where required by laws and regulations: 5.04A. Workers' Compensation, under Paragraph GC-5.04A. Statutory limits Employer's liability $100,000 each accident/occurrence $100,000 Disease - each employee $500, 000 Disease -policy limit SC-5.04B., "Contractor's Insurance" 5.04B. Commercial General Liability, under Paragraph GC-5.0413. Contractor's Liability Insurance under Paragraph GC-5.04B., which shall be on a per project basis covering the Contractor with minimum limits of: CITY OF FORT WORTH Water and Sanitary Sewer Replacement STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CONTRACT 2021, WSM-C Revised March 9, 2020 CITY PROJECT NO. 103500 00 73 00 SUPPLEMENTARY CONDITIONS Page 3 of 7 $1,000,000 each occurrence $2,000,000 aggregate limit The policy must have an endorsement (Amendment — Aggregate Limits of Insurance) making the General Aggregate Limits apply separately to each job site. The Commercial General Liability Insurance policies shall provide "X", "C", and "U" coverage's. Verification of such coverage must be shown in the Remarks Article of the Certificate of Insurance. SC 5.04C., "Contractor's Insurance" 5.04C. Automobile Liability, under Paragraph GC-5.04C. Contractor's Liability Insurance under Paragraph GC-5.04C., which shall be in an amount not less than the following amounts: (1) Automobile Liability - a commercial business policy shall provide coverage on "Any Auto", defined as autos owned, hired and non -owned. $1,000,000 each accident on a combined single limit basis. Split limits are acceptable if limits are at least: $250,000 Bodily Injury per person / $500, 000 Bodily Injury per accident / $100,000 Property Damage SC-5.04D., "Contractor's Insurance" The Contractor's construction activities will require its employees, agents, subcontractors, equipment, and material deliveries to cross railroad properties and tracks none. The Contractor shall conduct its operations on railroad properties in such a manner as not to interfere with, hinder, or obstruct the railroad company in any manner whatsoever in the use or operation of its/their trains or other property. Such operations on railroad properties may require that Contractor to execute a "Right of Entry Agreement" with the particular railroad company or companies involved, and to this end the Contractor should satisfy itself as to the requirements of each railroad company and be prepared to execute the right -of -entry (if any) required by a railroad company. The requirements specified herein likewise relate to the Contractor's use of private and/or construction access roads crossing said railroad company's properties. The Contractual Liability coverage required by Paragraph 5.04D of the General Conditions shall provide coverage for not less than the following amounts, issued by companies satisfactory to the City and to the Railroad Company for a term that continues for so long as the Contractor's operations and work cross, occupy, or touch railroad property: (1) General Aggregate: (2) Each Occurrence: Required for this Contract X Not required for this Contract With respect to the above outlined insurance requirements, the following shall govern: 1. Where a single railroad company is involved, the Contractor shall provide one insurance policy in the name of the railroad company. However, if more than one grade separation or at -grade crossing is affected by the Project at entirely separate locations on the line or lines of the same railroad company, separate coverage may be required, each in the amount stated above. CITY OF FORT WORTH Water and Sanitary Sewer Replacement STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CONTRACT 2021, WSM-C Revised March 9, 2020 CITY PROJECT NO. 103500 00 73 00 SUPPLEMENTARY CONDITIONS Page 4 of 7 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: 2013 Prevailing Wage Rates (Heavy and Highway Construction Projects) A copy of the table is also available by accessing the City's website at: httiDs://apps.fortworthtexas.pov/Pro i ectResources/ You can access the file by following the directory path: 02-Construction Documents/Specifications/Div00 — General Conditions SC-6.09., "Permits and Utilities" SC-6.09A., "Contractor obtained permits and licenses" The following are known permits and/or licenses required by the Contract to be acquired by the Contractor: NONE SC-6.09B. "City obtained permits and licenses" The following are known permits and/or licenses required by the Contract to be acquired by the City: NONE CITY OF FORT WORTH Water and Sanitary Sewer Replacement STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CONTRACT 2021, WSM-C Revised March 9, 2020 CITY PROJECT NO. 103500 00 73 00 SUPPLEMENTARY CONDITIONS Page 5 of 7 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 April 13, 2023. Outstanding Permits and/or Licenses to Be Acquired OWNER PERMIT OR LICENSE AND LOCATION TARGET DATE OF POSSESSION NONE SC-6.24B., "Title VI, Civil Rights Act of 1964 as amended" During the performance of this Contract, the Contractor, for itself, its assignees and successors in interest (hereinafter referred to as the "Contractor") agrees as follows: 1. Compliance with Regulations: The Contractor shall comply with the Regulation relative to nondiscrimination in Federally -assisted programs of the Department of Transportation (hereinafter, "DOT") Title 49, Code of Federal Regulations, Part 21, as they may be amended from time to time, (hereinafter referred to as the Regulations), which are herein incorporated by reference and made a part of this contract. 2. Nondiscrimination: The Contractor, with regard to the work performed by it during the contract, shall not discriminate on the grounds of race, color, or national origin, in the selection and retention of subcontractors, including procurements of materials and leases of equipment. The Contractor shall not participate either directly or indirectly in the discrimination prohibited by 49 CFR, section 21.5 of the Regulations, including employment practices when the contract covers a program set forth in Appendix B of the Regulations. 3. Solicitations for Subcontractors, Including Procurements of Materials and Equipment: In all solicitations either by competitive bidding or negotiation made by the contractor for work to be performed under a subcontract, including procurements of materials or leases of equipment, each potential subcontactor or supplier shall be notified by the Contractor of the Contractor's obligations under this contract and the Regulations relative to nondiscrimination on the grounds of race, color, or national origin. 4. Information and Reports: The Contractor shall provide all information and reports required by the Regulations or directives issued pursuant thereto, and shall permit access to its books, records, accounts, other sources of information and its facilities as may be determined by City or the Texas Department of Transportation to be pertinent to ascertain compliance with such Regulations, orders and instructions. Where any information required of a contractor is in the exclusive possession of another who fails or refuses to furnish this information the contractor shall so certify to the City, or the Texas Department of Transportation, as appropriate, and shall set forth what efforts it has made to obtain the information. 5. Sanctions for Noncompliance: In the event of the Contractor's noncompliance with the nondiscrimination provisions of this Contract, City shall impose such contract sanctions as it or the Texas Department of Transportation may determine to be appropriate, including, but not limited to: a. withholding of payments to the Contractor under the Contract until the Contractor complies, and/or b. cancellation, termination or suspension of the Contract, in whole or in part. CITY OF FORT WORTH Water and Sanitary Sewer Replacement STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CONTRACT 2021, WSM-C Revised March 9, 2020 CITY PROJECT NO. 103500 00 73 00 SUPPLEMENTARY CONDITIONS Page 6 of 7 6. Incorporation of Provisions: The Contractor shall include the provisions of paragraphs (1) through (6) in every subcontract, including procurements of materials and leases of equipment, unless exempt by the Regulations, or directives issued pursuant thereto. The Contractor shall take such action with respect to any subcontract or procurement as City or the Texas Department of Transportation may direct as a means of enforcing such provisions including sanctions for non-compliance: Provided, however, that, in the event a contractor becomes involved in, or is threatened with, litigation with a subcontractor or supplier as a result of such direction, the contractor may request City to enter into such litigation to protect the interests of City, and, in addition, the contractor may request the United States to enter into such litigation to protect the interests of the United States. Additional Title VI requirements can be found in the Appendix. SC-7.02., "Coordination" The individuals or entities listed below have contracts with the City for the performance of other work at the Site: Vendor McCarthy, Dave Wallace 214-412-8780 Scope of Work Camp Bowie Blvd. Roadway/Streetseape Improvements SC-8.01, "Communications to Contractor" Coordination Authority City/McCarthy At least two (2) weeks prior to construction the contractor shall coordinate water line isolations and shut down date and time with the City of Fort Worth, Cesar Zavala, Assistant Water Systems Superintendent, (817) 475-2656. Contractor shall notify Property Owner at least 48 hours before removing any fencing. SC-9.01., "City's Project Manager" The City's Project Manager for this Contract is Dena Johnson. P.E., or his/her successor pursuant to written notification from the Director of the Water Department for the City of Fort Worth. SC-13.03C., "Tests and Inspections" NONE SC-16.01C.1, "Methods and Procedures" NONE END OF SECTION CITY OF FORT WORTH Water and Sanitary Sewer Replacement STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CONTRACT 2021, WSM-C Revised March 9, 2020 CITY PROJECT NO. 103500 00 73 00 SUPPLEMENTARY CONDITIONS Page 7 of 7 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. Magaha SC-6.07, Updated the link such that files can be accessed via the City's website. CITY OF FORT WORTH Water and Sanitary Sewer Replacement STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CONTRACT 2021, WSM-C Revised March 9, 2020 CITY PROJECT NO. 103500 011100-1 SUMMARY OF WORK SECTION 01 11 00 SUMMARY OF WORK PART 1 - GENERAL 1.1 SUMMARY A. Section Includes: Pagel of 3 1. Summary of Work to be performed in accordance with the Contract Documents B. Deviations from this City of Fort Worth Standard Specification 1. None. C. Related Specification Sections include, but are not necessarily limited to: 1. Division 0 - Bidding Requirements, Contract Forms, and Conditions of the Contract 2. Division 1 - General Requirements 1.2 PRICE AND PAYMENT PROCEDURES A. Measurement and Payment 1. Work associated with this Item is considered subsidiary to the various items bid. No separate payment will be allowed for this Item. 1.3 REFERENCES [NOT USED] 1.4 ADMINISTRATIVE REQUIREMENTS A. Work Covered by Contract Documents 1. Work is to include furnishing all labor, materials, and equipment, and performing all Work necessary for this construction project as detailed in the Drawings and Specifications. B. Subsidiary Work 1. Any and all Work specifically governed by documentary requirements for the project, such as conditions imposed by the Drawings or Contract Documents in which no specific item for bid has been provided for in the Proposal and the item is not a typical unit bid item included on the standard bid item list, then the item shall be considered as a subsidiary item of Work, the cost of which shall be included in the price bid in the Proposal for various bid items. C. Use of Premises 1. Coordinate uses of premises under direction of the City. 2. Assume full responsibility for protection and safekeeping of materials and equipment stored on the Site. 3. Use and occupy only portions of the public streets and alleys, or other public places or other rights -of -way as provided for in the ordinances of the City, as shown in the Contract Documents, or as may be specifically authorized in writing by the City. a. A reasonable amount of tools, materials, and equipment for construction purposes may be stored in such space, but no more than is necessary to avoid delay in the construction operations. CITY OF FORT WORTH Water and Sanitary Sewer Replacement STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CONTRACT 2021, WSM-C Revised December 20, 2012 CITY PROJECT NO. 103500 011100-2 SUMMARY OF WORK Page 2 of 3 b. Excavated and waste materials shall be stored in such a way as not to interfere with the use of spaces that may be designated to be left free and unobstructed and so as not to inconvenience occupants of adjacent property. c. If the street is occupied by railroad tracks, the Work shall be carried on in such manner as not to interfere with the operation of the railroad. 1) All Work shall be in accordance with railroad requirements set forth in Division 0 as well as the railroad permit. D. Work within Easements 1. Do not enter upon private property for any purpose without having previously obtained permission from the owner of such property. 2. Do not store equipment or material on private property unless and until the specified approval of the property owner has been secured in writing by the Contractor and a copy furnished to the City. 3. Unless specifically provided otherwise, clear all rights -of -way or easements of obstructions which must be removed to make possible proper prosecution of the Work as a part of the project construction operations. 4. Preserve and use every precaution to prevent damage to, all trees, shrubbery, plants, lawns, fences, culverts, curbing, and all other types of structures or improvements, to all water, sewer, and gas lines, to all conduits, overhead pole lines, or appurtenances thereof, including the construction of temporary fences and to all other public or private property adjacent to the Work. 5. Notify the proper representatives of the owners or occupants of the public orprivate lands of interest in lands which might be affected by the Work. a. Such notice shall be made at least 48 hours in advance of the beginning of the Work. b. Notices shall be applicable to both public and private utility companies and any corporation, company, individual, or other, either as owners or occupants, whose land or interest in land might be affected by the Work. c. Be responsible for all damage or injury to property of any character resulting from any act, omission, neglect, or misconduct in the manner or method or execution of the Work, or at any time due to defective work, material, or equipment. 6. Fence a. Restore all fences encountered and removed during construction of the Project to the original or a better than original condition. b. Erect temporary fencing in place of the fencing removed whenever the Work is not in progress and when the site is vacated overnight, and/or at all times to provide site security. c. The cost for all fence work within easements, including removal, temporary closures and replacement, shall be subsidiary to the various items bid in the project proposal, unless a bid item is specifically provided in the proposal. CITY OF FORT WORTH Water and Sanitary Sewer Replacement STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CONTRACT 2021, WSM-C Revised December 20, 2012 CITY PROJECT NO. 103500 011100-3 SUMMARY OF WORK Page 3 of 3 1.5 SUBMITTALS [NOT USED] 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED] 1.7 CLOSEOUT SUBMITTALS [NOT USED] 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 1.9 QUALITY ASSURANCE [NOT USED] 1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED] 1.11 FIELD [SITE] CONDITIONS [NOT USED] 1.12 WARRANTY [NOT USED] PART 2 - PRODUCTS [NOT USED] PART 3 - EXECUTION [NOT USED] END OF SECTION Revision Log DATE NAME SUMMARY OF CHANGE CITY OF FORT WORTH Water and Sanitary Sewer Replacement STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CONTRACT 2021, WSM-C Revised December 20, 2012 CITY PROJECT NO. 103500 012500-1 SUBSTITUTION PROCEDURES SECTION 0125 00 SUBSTITUTION PROCEDURES PART 1 - GENERAL 1.1 SUMMARY A. Section Includes: Pagel of 4 1. The procedure for requesting the approval of substitution of a product that is not equivalent to a product which is specified by descriptive or performance criteria or defined by reference to 1 or more of the following: a. Name of manufacturer b. Name of vendor c. Trade name d. Catalog number 2. Substitutions are not "or -equals". B. Deviations from this City of Fort Worth Standard Specification 1. None. C. Related Specification Sections include, but are not necessarily limited to: 1. Division 0 — Bidding Requirements, Contract Forms and Conditions of the Contract 2. Division 1 — General Requirements 1.2 PRICE AND PAYMENT PROCEDURES A. Measurement and Payment 1. Work associated with this Item is considered subsidiary to the various items bid. No separate payment will be allowed for this Item. 1.3 REFERENCES [NOT USED] 1.4 ADMINISTRATIVE REQUIREMENTS A. Request for Substitution - General 1. Within 30 days after award of Contract (unless noted otherwise), the City will consider formal requests from Contractor for substitution of products in place of those specified. 2. Certain types of equipment and kinds of material are described in Specifications by means of references to names of manufacturers and vendors, trade names, or catalog numbers. a. When this method of specifying is used, it is not intended to exclude from consideration other products bearing other manufacturer's or vendor's names, trade names, or catalog numbers, provided said products are "or -equals," as determined by City. 3. Other types of equipment and kinds of material may be acceptable substitutions under the following conditions: a. Or -equals are unavailable due to strike, discontinued production of products meeting specified requirements, or other factors beyond control ofContractor; or, CITY OF FORT WORTH Water and Sanitary Sewer Replacement STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CONTRACT 2021, WSM-C Revised July 1, 2011 CITY PROJECT NO. 103500 01 25 00 - 2 SUBSTITUTION PROCEDURES Page 2 of 4 b. Contractor proposes a cost and/or time reduction incentive to the City. 1.5 SUBMITTALS A. See Request for Substitution Form (attached) B. Procedure for Requesting Substitution 1. Substitution shall be considered only: a. After award of Contract b. Under the conditions stated herein 2. Submit 3 copies of each written request for substitution, including: a. Documentation 1) Complete data substantiating compliance of proposed substitution with Contract Documents 2) Data relating to changes in construction schedule, when a reduction is proposed 3) Data relating to changes in cost b. For products 1) Product identification a) Manufacturer's name b) Telephone number and representative contact name c) Specification Section or Drawing reference of originally specified product, including discrete name or tag number assigned to original product in the Contract Documents 2) Manufacturer's literature clearly marked to show compliance ofproposed product with Contract Documents 3) Itemized comparison of original and proposed product addressing product characteristics including, but not necessarily limited to: a) Size b) Composition or materials of construction c) Weight d) Electrical or mechanical requirements 4) Product experience a) Location of past projects utilizing product b) Name and telephone number of persons associated with referenced projects knowledgeable concerning proposed product c) Available field data and reports associated with proposed product 5) Samples a) Provide at request of City. b) Samples become the property of the City. c. For construction methods: 1) Detailed description of proposed method 2) Illustration drawings C. Approval or Rejection 1. Written approval or rejection of substitution given by the City 2. City reserves the right to require proposed product to comply with color and pattern of specified product if necessary to secure design intent. 3. In the event the substitution is approved, the resulting cost and/or time reduction will be documented by Change Order in accordance with the General Conditions. CITY OF FORT WORTH Water and Sanitary Sewer Replacement STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CONTRACT 2021, WSM-C Revised July 1, 2011 CITY PROJECT NO. 103500 012500-3 SUBSTITUTION PROCEDURES Page 3 of 4 4. No additional contract time will be given for substitution. Substitution will be rejected if. a. Submittal is not through the Contractor with his stamp of approval b. Request is not made in accordance with this Specification Section c. In the City's opinion, acceptance will require substantial revision of the original design d. In the City's opinion, substitution will not perform adequately the function consistent with the design intent 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED] 1.7 CLOSEOUT SUBMITTALS [NOT USED] 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 1.9 QUALITY ASSURANCE A. In making request for substitution or in using an approved product, the Contractor represents that the Contractor: 1. Has investigated proposed product, and has determined that it is adequate or superior in all respects to that specified, and that it will perform function for which it is intended 2. Will provide same guarantee for substitute item as for product specified 3. Will coordinate installation of accepted substitution into Work, to include building modifications if necessary, making such changes as may be required for Work to be complete in all respects 4. Waives all claims for additional costs related to substitution which subsequently arise 1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED] 1.11 FIELD [SITE] CONDITIONS [NOT USED] 1.12 WARRANTY [NOT USED] PART 2 - PRODUCTS [NOT USED] PART 3 - EXECUTION [NOT USED] END OF SECTION Revision Log DATE NAME CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 SUMMARY OF CHANGE Water and Sanitary Sewer Replacement CONTRACT 2021, WSM-C CITY PROJECT NO. 103500 01 25 00 - 4 SUBSTITUTION PROCEDURES Page 4 of 4 EXHIBIT A REQUEST FOR SUBSTITUTION FORM: PROJECT: DATE: We hereby submit for your consideration the following product instead of the specified item for the above project: SECTION PARAGRAPH SPECIFIED ITEM Proposed Substitution: Reason for Substitution: Include complete information on changes to Drawings and/or Specifications which proposed substitution will require for its proper installation. Fill in Blanks Below: A. Will the undersigned contractor pay for changes to the building design, including engineering and detailing costs caused by the requested substitution? B. What effect does substitution have on other trades? C. Differences between proposed substitution and specified item? D. Differences in product cost or product delivery time? E. Manufacturer's guarantees of the proposed and specified items are: Equal Better (explain on attachment) The undersigned states that the function, appearance and quality are equivalent or superior to the specified item. Submitted By: For Use by City Signature Recommended Recommended as noted Firm Address Date Telephone For Use by City: Approved Citv Not recommended Received late By Date Remarks Date Rejected CITY OF FORT WORTH Water and Sanitary Sewer Replacement STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CONTRACT 2021, WSM-C Revised July 1, 2011 CITY PROJECT NO. 103500 SECTION 0131 19 PRECONSTRUCTION MEETING PART 1 - GENERAL 1.1 SUMMARY A. Section Includes: 0131 19- 1 PRECONSTRUCTION MEETING Pagel of 3 1. Provisions for the preconstruction meeting to be held prior to the start of Work to clarify construction contract administration procedures B. Deviations from this City of Fort Worth Standard Specification 1. None. C. Related Specification Sections include, but are not necessarily limited to: 1. Division 0 — Bidding Requirements, Contract Forms and Conditions of the Contract 2. Division 1 — General Requirements 1.2 PRICE AND PAYMENT PROCEDURES A. Measurement and Payment 1. Work associated with this Item is considered subsidiary to the various items bid. No separate payment will be allowed for this Item. 1.3 REFERENCES [NOT USED] 1.4 ADMINISTRATIVE REQUIREMENTS A. Coordination 1. Attend preconstruction meeting. 2. Representatives of Contractor, subcontractors and suppliers attending meetings shall be qualified and authorized to act on behalf of the entity each represents. 3. Meeting administered by City may be tape recorded. a. If recorded, tapes will be used to prepare minutes and retained by City for future reference. B. Preconstruction Meeting 1. A preconstruction meeting will be held within 14 days after the execution of the Agreement and before Work is started. a. The meeting will be scheduled and administered by the City. 2. The Project Representative will preside at the meeting, prepare the notes of the meeting and distribute copies of same to all participants who so request by fully completing the attendance form to be circulated at the beginning of the meeting. 3. Attendance shall include: a. Project Representative b. Contractor's project manager c. Contractor's superintendent d. Any subcontractor or supplier representatives whom the Contractor may desire to invite or the City may request CITY OF FORT WORTH Water and Sanitary Sewer Replacement STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CONTRACT 2021, WSM-C Revised August 17, 2012 CITY PROJECT NO. 103500 0131 19 - 2 PRECONSTRUCTION MEETING Page 2 of 3 e. Other City representatives f. Others as appropriate 4. Construction Schedule a. Prepare baseline construction schedule in accordance with Section 01 32 16 and provide at Preconstruction Meeting. b. City will notify Contractor of any schedule changes upon Notice of Preconstruction Meeting. 5. Preliminary Agenda may include: a. Introduction of Project Personnel b. General Description of Project c. Status of right-of-way, utility clearances, easements or other pertinent permits d. Contractor's work plan and schedule e. Contract Time f. Notice to Proceed g. Construction Staking h. Progress Payments i. Extra Work and Change Order Procedures j. Field Orders k. Disposal Site Letter for Waste Material 1. Insurance Renewals m. Payroll Certification n. Material Certifications and Quality Control Testing o. Public Safety and Convenience p. Documentation of Pre -Construction Conditions q. Weekend Work Notification r. Legal Holidays s. Trench Safety Plans t. Confined Space Entry Standards u. Coordination with the City's representative for operations of existing water systems v. Storm Water Pollution Prevention Plan w. Coordination with other Contractors x. Early Warning System y. Contractor Evaluation z. Special Conditions applicable to the project aa. Damages Claims bb. Submittal Procedures cc. Substitution Procedures dd. Correspondence Routing ee. Record Drawings ff. Temporary construction facilities gg. M/WBE or MBE/SBE procedures hh. Final Acceptance ii. Final Payment J. Questions or Comments CITY OF FORT WORTH Water and Sanitary Sewer Replacement STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CONTRACT 2021, WSM-C Revised August 17, 2012 CITY PROJECT NO. 103500 01 31 19 - 3 PRECONSTRUCTION MEETING Page 3 of 3 1.5 SUBMITTALS [NOT USED] 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED] 1.7 CLOSEOUT SUBMITTALS [NOT USED] 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 1.9 QUALITY ASSURANCE [NOT USED] 1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED] 1.11 FIELD [SITE] CONDITIONS [NOT USED] 1.12 WARRANTY [NOT USED] PART 2 - PRODUCTS [NOT USED] PART 3 - EXECUTION [NOT USED] END OF SECTION Revision Log DATE NAME SUMMARY OF CHANGE CITY OF FORT WORTH Water and Sanitary Sewer Replacement STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CONTRACT 2021, WSM-C Revised August 17, 2012 CITY PROJECT NO. 103500 SECTION 01 31 20 PROJECT MEETINGS PART 1 - GENERAL 1.1 SUMMARY A. Section Includes: 013120-1 PROJECT MEETINGS Pagel of 3 1. Provisions for project meetings throughout the construction period to enable orderly review of the progress of the Work and to provide for systematic discussion of potential problems B. Deviations this City of Fort Worth Standard Specification 1. None. C. Related Specification Sections include, but are not necessarily limited to: 1. Division 0 — Bidding Requirements, Contract Forms and Conditions of the Contract 2. Division 1 — General Requirements 1.2 PRICE AND PAYMENT PROCEDURES A. Measurement and Payment 1. Work associated with this Item is considered subsidiary to the various items bid. No separate payment will be allowed for this Item. 1.3 REFERENCES [NOT USED] 1.4 ADMINISTRATIVE REQUIREMENTS A. Coordination 1. Schedule, attend and administer as specified, periodic progress meetings, and specially called meetings throughout progress of the Work. 2. Representatives of Contractor, subcontractors and suppliers attending meetings shall be qualified and authorized to act on behalf of the entity each represents. 3. Meetings administered by City may be tape recorded. a. If recorded, tapes will be used to prepare minutes and retained by City for future reference. 4. Meetings, in addition to those specified in this Section, may be held whenrequested by the City, Engineer or Contractor. B. Pre -Construction Neighborhood Meeting 1. After the execution of the Agreement, but before construction is allowed to begin, attend 1 Public Meeting with affected residents to: a. Present projected schedule, including construction start date b. Answer any construction related questions 2. Meeting Location a. Location of meeting to be determined by the City. 3. Attendees CITY OF FORT WORTH Water and Sanitary Sewer Replacement STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CONTRACT 2021, WSM-C Revised July 1, 2011 CITY PROJECT NO. 103500 013120-2 PROJECT MEETINGS Page 2 of 3 a. Contractor b. Project Representative c. Other City representatives 4. Meeting Schedule a. In general, the neighborhood meeting will occur within the 2 weeks following the pre -construction conference. b. In no case will construction be allowed to begin until this meeting is held. C. Progress Meetings I. Formal project coordination meetings will be held periodically. Meetings will be scheduled and administered by Project Representative. 2. Additional progress meetings to discuss specific topics will be conducted on an as - needed basis. Such additional meetings shall include, but not be limited to: a. Coordinating shutdowns b. Installation of piping and equipment c. Coordination between other construction projects d. Resolution of construction issues e. Equipment approval 3. The Project Representative will preside at progress meetings, prepare the notes of the meeting and distribute copies of the same to all participants who so request by fully completing the attendance form to be circulated at the beginning of each meeting. 4. Attendance shall include: a. Contractor's project manager b. Contractor's superintendent c. Any subcontractor or supplier representatives whom the Contractor may desire to invite or the City may request d. Engineer's representatives e. City's representatives f. Others, as requested by the Project Representative 5. Preliminary Agenda may include: a. Review of Work progress since previous meeting b. Field observations, problems, conflicts c. Items which impede construction schedule d. Review of off -site fabrication, delivery schedules e. Review of construction interfacing and sequencing requirements with other construction contracts f. Corrective measures and procedures to regain projected schedule g. Revisions to construction schedule h. Progress, schedule, during succeeding Work period i. Coordination of schedules j. Review submittal schedules k. Maintenance of quality standards 1. Pending changes and substitutions m. Review proposed changes for: 1) Effect on construction schedule and on completion date 2) Effect on other contracts of the Project n. Review Record Documents o. Review monthly pay request CITY OF FORT WORTH Water and Sanitary Sewer Replacement STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CONTRACT 2021, WSM-C Revised July 1, 2011 CITY PROJECT NO. 103500 013120-3 PROJECT MEETINGS Page 3 of 3 p. Review status of Requests for Information 6. Meeting Schedule a. Progress meetings will be held periodically as determined by the Project Representative. 1) Additional meetings may be held at the request of the: a) City b) Engineer c) Contractor 7. Meeting Location a. The City will establish a meeting location. 1) To the extent practicable, meetings will be held at the Site. 1.5 SUBMITTALS [NOT USED] 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED] 1.7 CLOSEOUT SUBMITTALS [NOT USED] 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 1.9 QUALITY ASSURANCE [NOT USED] 1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED] 1.11 FIELD [SITE] CONDITIONS [NOT USED] 1.12 WARRANTY [NOT USED] PART 2 - PRODUCTS [NOT USED] PART 3 - EXECUTION [NOT USED] END OF SECTION Revision Log DATE NAME CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 SUMMARY OF CHANGE Water and Sanitary Sewer Replacement CONTRACT 2021, WSM-C CITY PROJECT NO. 103500 01 32 16.1 CONSTRUCTION PROGRESS SCHEDULE — BASELINEEXAMPLE Pagel of5 1 SECTION 0132 16.1 2 CONSTRUCTION SCHEDULE — BASELINE EXAMPLE 3 PART 1 - GENERAL 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 The following is an example of a Contractor's project schedule that illustrates the data and expectation for schedule content depicting the baseline for the project. This version of the schedule is referred to as a "baseline" schedule. This example is intended to provide guidance for the Contractor when developing and submitting a baseline schedule. See CFW Specification 0132 16 Construction Schedule for details and requirements regarding the Contractor's project schedule. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised August 13, 2021 Water and Sanitary Sewer Replacement CONTRACT 2021, WSM-C CITY PROJECT NO. 103500 CFW- Integrated Program Arnngiu IACWq MM No F7W - Project Manager Project Schedule Data Date: 30-Mar-18 AIMIJWIAISIoINIo JIFIMIAIMIJWNAISJOJNJE =J; 43A 434 02-Apr-18 174]eo-19 rr" 38 38 02-Apr--18 23-AANy-18 ' 396 ! 8200 - Awed CmSntmm Cmhad - � ..-... ....__._ 0 ..... 02-Apr 18 __... ..-_._. - ._....-, .. �.8210 8220 - -- . 0 J - 8210 SW PoNAm Pnwentlon Plan (Catadm Prepae end Sutmk) 10 10 02•Apr--18 13-Apc18 8200 424 1� 8220 Ste WekTtrmo 1 1 02-Apr-18 02 pr-18 8200 8230 0 82 38 38 02-Apr-18 23-KW18 -. 396 8230 4N�tice To Romdpracaysbt mMeeting 1 1 17-Apr-18 174p1-18 8220 8240 0 6240 - - PneC'm*udlon. V.6-c Meeting - 1 1 25-Apr--18 25-Ap08 8230 3000, 8250 0 -- 8250 MoDltretlal 20 20 26-Apr-18 .. 23AW18 �'8240 : 3310 81 C 2W 230 Oi; k* 9..... -� 0i-*Ie .0 034%W1e 01.ilor19 .. - o WiYrdS6sm 40 40 ww1ka 28•JnN8 0 3010 TanP Water - _ - - - 10 10 034bby18 16Mey-18 3000 ! 3020 0 3000 CongftOm Slat o 0 034%Wi6 8240 3010, 8500 0 3020 , Lai 8' wAa and swmm 25 25 17AWIS 21-Jm08 3010 3000 0 3636 - - ?Temp Pang Repel 5 5 22.1a18 26Jm-18 3020 !3040, 3100 0 -,_- 45 45 --&J I-8 140 Sao xH_m s__—s . aJi1e- _-16-W8 -33 , 3D5D iio j 3060 i Stobtu w 5 5 16-JA18 20J&18 3040 NO -110 l j 3060 i Paft _ 30- 30 23-Jd18 ! 31-Aug18 3050 3070, 319D 110 3070 ! Fkt Wok i 20 20 08-Aug18 31-AW18 3080 i 30W 140 3080 Cbm up 10 10 � 27•Aug-18 10Sep18 '-3070 ' 3090 140 30DO Sheet 1 Compete 0 0 - 14Sep18 30M 8510 - 140 97af 2 113 4 113i1M$ 100e018 vAdV&S6am _ _ _ 63 63 29-Jn-18 27-Sep18 87 '- MOO Temp Wets 10 10 29•,M08 13,W8 3030 3110 0- 3110 La/ i"water andservices 15 15 %JA18 03-Aug18 3100 3120 0 MO ! Temp Pwhq Rq*r 5 5 08-Aug18 14A418 3110 : MO 0 3130 UN 8' Sava a1d SeMen 8 8 4Aug.18 22-AV18 3120 ' 3140 0 ' 3140 Temp P&ng Raper 5 5 23-Aug-M 29-AW18 3130 3150. 322D 0 3150 i Stdm ban & Sh xhm 20 20 3O Aug18 27Sep18 3140 '', M60 67 Pallro 45 45 05Od-18 100e0-18 77 -- - ' 3i60 5 5 M-O -18 1116d-18 3150 '. 3170, 3250 67 3170 Stedt?atim - 5 5 12-Od-18 18-0d-18 3160 j 3180 77 Actual Work • • Milestone — Renainil... Remaining Work • • Critical Milestone — Actual Lev... Critical Rernainilg Work • • Completed Milestone Project Ba... CEP-01 B - Neighborhood Street FORT WORTH Construction Baseline Schedule Example n z° 7y n y O z 7y C) M Cn tail r trt I a Vi lei t•' tit w chQo w N N U txi a 0132 16.1 CONSTRUCTION PROGRESS SCHEDULE — BASELINE EXAMPLE CD (0 M W (0 9 ; s I i � 3 s g2 ,112 R R.R v:illy a m R'R ? 8 R,R o 04 �� s.R At ar CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised August 13, 2021 Page 3 of 5 N c [Insert Project Name] [Insert Project Number] �1 CFW - Integrated Program I Project Schedule Data Date: 30-Mar-18 H wz QC1M[ylu ncwrtyrome vu w `rare rasl ,wecessc aucce=m m _ 'u. 2uia eutul I I I M AIMIJrUJAISIOINIID JIFIMIAIM JIJaIIAISIOINJD Jlrl ...M.,.gh for Completed Punch List Tesl6 1 1 05-Jun-19 05 d1n,19 8520 8540 0 II Z510 Conshumon Final Completion 0 0 OS,Ln-19 8530 9100, 9110 0 .y. Closeout 135 135 06-Jun-19 17-Dec-19 0 I z 90 CW�,out 135 135 &Jun-19 174:)ec-19 0 I I� I I II I III II � I I II I I l I II. ..-- .. Constructlan Contract Closeout 135 135 WJm-19 17-Dec19 0 ? i 'b As-" .. 5 5 05-Jun-19 12-Jin-19 25 ' h1_ - ----------- - ------;----- y +-------- ------- - (� 9100 AsBuit Survey (Submitted by Contractor) 5 5 O&J, 19 12,11n-19 8540 9110 25 ContractC1we0fR 135 135 06Jun-19 17-0e1.79 0 7 9110 Contract Reoondla[an 30 30 0&Jlm-19 1&,AA19 9100, 85 9120 0 a— --- - _._., . _ .j 9120 Subrnittels(Project Closeout Documentation) j 38 38 lo.Ih19 11Sepi9 9110 9130 0 - j-- •- Z9130 _I 0 0 23-Od-19 9120 9140 0 1 i 9140 Pnel Construction Contract Invoice Pad 1 1 14-Nov-19 14Nw 19 9130 9150 0 , ___ O 9150 Contraction Contrad Closed 0 0 14J4o+-19 9140 9160 0 9160 Lessons Leaned 1�„- 1 _.,.. 17-0e619 17-0Dee9150 --i 0 ' trl z Dn Actual Work ♦ O Milestone © Remainin... •o 5 CIP-01B -Neighborhood Street FORT WORTH. UQ Remaining Work O O Critical Milestone - Actual Lev... ob Critical Remaining Work • O Completed Milestone Project 6a... Construction Baseline Schedule Example 0 �z 01 32 16.1 CONSTRUCTION PROGRESS SCHEDULE — BASELINE EXAMPLE Page 5 of 5 117_r Y 0 July 20, 2018 END OF SECTION NAME M. Jarrell Initial Issue Revision Log SUMMARY OF CHANGE May 7, 2021 M Owen Revised name due to revising the schedule specification CITY OF FORT WORTH [Insert Project Name] STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS [Insert Project Number] Revised August 13, 2021 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 0132 16.2 CONSTRUCTION PROGRESS SCHEDULE —PROGRESS EXAMPLE Pagel of5 SECTION 0132 16.2 CONSTRUCTION SCHEDULE - PROGRESS EXAMPLE PART 1-GENERAL The following is an example of a Contractor's project schedule that illustrates the data and expectation for schedule content depicting the progress for the project. This version of the schedule is referred to as a "progress" schedule. This example is intended to provide guidance for the Contractor when developing and submitting a progress schedule. See CFW Specification 01 32 16 Construction Schedule for details and requirements regarding the Contractor's project schedule. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised August 13, 2021 Water and Sanitary Sewer Replacement CONTRACT 2021,WSM-C CITY PROJECT NO. 103500 0132 16.2 CONSTRUCTION PROGRESS SCHEDULE —PROGRESS EXAMPLE Page 2 of 5 t • . • r Z' ------------ m 4 a N_ r : c 0 N �14W f ..._ f0it 04 � ! ! QC N 4D O O�O O'Y �4D �. 4D IN yr•{.N N N';N N,N ;N N N NN N N N _N IN .NJ bw s,o o�r.s `s s��'�'',O�.�;� 1 rA m m ro< m:m m:ro �.+` ro m m m m a'o m_m m.m ao -m m jm m i y a ¢ �K 6L ` � � � I � }' � i 'e�i' W g ro ro: ro ro ro _ + Oil ro m m m m m m m m. '.22 22 V do do � m n w or m ,m m,m mimi - Ia yp .m .m ,12m roiro ro m ro m roro „ 22!V!V+ V c old K Q,u''u' R,R o " " 18!.'�� c 18:R,nR Fi og.o r: v Kx I c 1 — w J i j ,Scc� E U �@ a 9 11 T Q o 05 S'� R,n LL CITY OF FORT WORTH Water and Sanitary Sewer Replacement STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CONTRACT 2020,WSM-G Revised August 13, 2021 CITY PROJECT NO. 103411 00 a p� M m 0 49 M 0 d 0 13 d t 'o a m co a rn 1 LL U T 01 32 16.2 CONSTRUCTION PROGRESS SCHEDULE — PROGRESSEXAMPLE Page 3 of 5 E� OG O O IpLCI � ! -iZ - i9 m 22 22 aro mom m�m W 22 WSW,aro �m 22 m m m m,ar 1?W 22 re ve .m ''e ao ao ;:opw p�m a IT4 O 'I 'O O 1j ar W m am tm V W m W Wpm m W m �¢ r°,m F re S i'e m ce ce i 11BI.VRIN R,t ve RJR R.R o o;r�,� $2 R of t A 21 pin 1 �;1 A a. • • • 1 CITY OF FORT WORTH Water and Sanitary Sewer Replacement STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CONTRACT 2020,WSM-G Revised August 13, 2021 CITY PROJECT NO. 103411 -194'a3s139� a 01 32 16.2 CONSTRUCTION PROGRESS SCHEDULE —PROGRESS EXAMPLE Page 4 of 5 A 96 1 CITY OF FORT WORTH Water and Sanitary Sewer Replacement STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CONTRACT 2020,WSM-G Revised August 13, 2021 CITY PROJECT NO. 103411 DATE July 20, 2018 01 32 16.2 CONSTRUCTION PROGRESS SCHEDULE— PROGRESSEXAMPLE Page 5 of 5 END OF SECTION NAME M. Jarrell Initial Issue Revision Log SUMMARY OF CHANGE May 7, 2021 M Owen Revised name due to revising the schedule specification CITY OF FORT WORTH Water and Sanitary Sewer Replacement STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CONTRACT 2020,WSM-G Revised August 13, 2021 CITY PROJECT NO. 103411 0132 16.3 — PROGRESS NARRATIVE Page 1 of 1 SECTION 0132 16.3 CONSTRUCTION PROJECT SCHEDULE PROGRESS NARRATIVE Reporting Period: Date Issued: Project Name: Contractor Company Name: City Project No: Contractor Schedule Contact: City Project Manager: A List of activities changed in the reporting period. 1. (insert texthere) 2. (insert texthere) 3. (insert texthere) 4. (insert texthere) 5. (insert texthere) 6. (insert texthere) B. List any potential delays and provide mitigation actions 1. (insert texthere) 2. (insert texthere) 3. (insert texthere) C. List any actual delays and provide recovery actions 1. (insert texthere) 2. (insert texthere) 3. (insert texthere) City of Fort Worth, Texas Construction Project Schedule Narrative Report for CFW Projects Revised August 13, 2021 Page 1 of 1 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. A key tool to achieve this purpose is a 18 properly structured schedule with accurate updates. This supports effective monitoring 19 of progress and is input to critical decision making by the project manager throughout 20 the life of the project. Data from the updated project schedule is utilized in status 21 reporting to various levels of the City organization and the citizenry. 22 23 This Document complements the City's Standard Agreement to guide the construction 24 contractor (Contractor) in preparing and submitting acceptable schedules for use by the 25 City in project delivery. The expectation is the performance of the work follows the 26 accepted schedule and adhere to the contractual timeline. 27 28 The Contractor will designate a qualified representative (Project Scheduler) responsible 29 for developing and updating the schedule and preparing status reporting as required by 30 the City. 31 1.2 PRICE AND PAYMENT PROCEDURES 32 A. Measurement andPayment 33 1. Work associated with this Item is considered subsidiary to the various items bid. 34 No separate payment will be allowed for this Item. 35 2. Non-compliance with this specification is grounds for City to withhold payment of 36 the Contractor's invoices until Contractor achieves said compliance. 37 1.3 REFERENCES 38 A. Project Schedules CITY OF FORT WORTH Water and Sanitary Sewer Replacement STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CONTRACT 2021,WSM-C Revised August 13, 2021 CITY PROJECT NO. 103500 01 32 16 - 2 CONSTRUCTION PROGRESS SCHEDULE Page 2 of 10 1 Each project is represented by City's master project schedule that encompasses the 2 entire scope of activities envisioned by the City to properly deliver the work. When the 3 City contracts with a Contractor to perform construction of the Work, the Contractor 4 will develop and maintain a schedule for their scope of work in alignment with the 5 City's standard schedule requirements as defined herein. The data and information of 6 each such schedule will be leveraged and become integral in the master project 7 schedule as deemed appropriate by the City's Project Control Specialist and approved 8 by the City's Project Manager. 9 10 1. Master Project Schedule 11 The master project schedule is a holistic representation of the scheduled activities 12 and milestones for the total project and be Critical Path Method (CPM) based. The 13 City's Project Manager is accountable for oversight of the development and 14 maintaining a master project schedule for each project. When the City contracts for 15 the design and/or construction of the project, the master project schedulewill 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 issuean 24 initial schedule for review and acceptance by the City's Project Control Specialist 25 and the City's Project Manager as a baseline schedule for Contractor's scope of 26 work. Contractor will issue current, accurate updates of their schedule (Progress 27 Schedule) to the City at the end of each month throughout the life of their work. 28 B. Schedule Tiers 29 The City has a portfolio of projects that vary widely in size, complexity and content 30 requiring different scheduling to effectively deliver each project. The City uses a 31 "tiered" approach to align the proper schedule with the criteria for each project. The 32 City's Project Manager determines the appropriate schedule tier for each project, and 33 includes that designation and the associated requirements in the Contractor's scope of 34 work. The following is a summary of the "tiers". 35 36 1. Tier 1: Small Size and Short Duration Project (design not required) 37 The City develops and maintains a Master Project Schedule for the project. No 38 schedule submittal is required from Contractor. City's Project Control Specialist 39 acquires any necessary schedule status data or information through discussions with 40 the respective party on an as -needed basis. 41 42 2. Tier 2: Small Size and Short to Medium Duration Project 43 The City develops and maintains a Master Project Schedule for the project. The 44 Contractor identifies "start" and "finish" milestone dates on key elements of their 45 work as agreed with the City's Project Manager at the kickoff of their work effort. 46 The Contractor issues to the City, updates to the "start" and "finish" dates for such 47 milestones at the end of each month throughout the life of their work on the project. 48 49 3. Tier 3: Medium and Large Size and/or Complex Projects Regardless of Duration CITY OF FORT WORTH Water and Sanitary Sewer Replacement STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CONTRACT 2021,WSM-C Revised August 13, 2021 CITY PROJECT NO. 103500 0132 16 - 3 CONSTRUCTION PROGRESS SCHEDULE Page 3 of 10 I The City develops and maintains a Master Project Schedule for the project. The 2 Contractor develops a Baseline Schedule and maintains the schedule of their 3 respective scope of work on the project at a level of detail (generally Level 3) and in 4 alignment with the VMS structure in Section I AH 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 fulfilltheir 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 bythe 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 onlyafter 21 receipt of a duly authorized change order issued by the City. In the event progress is 22 significantly behind schedule, the City's Project Manager may authorize an update 23 to the baseline schedule to facilitate a more practical evaluation of progress. An 24 example of a Baseline Schedule is provided in Specification 01 3216.1 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 0132 16.2 Construction Project Schedule Progress 38 Example. 39 D. City Standard Schedule requirements 40 The following is an overview of the methodology for developing and maintaining a 41 schedule for delivery of a project. CITY OF FORT WORTH Water and Sanitary Sewer Replacement STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CONTRACT 2021,WSM-C Revised August 13, 2021 CITY PROJECT NO. 103500 01 32 16 - 4 CONSTRUCTION PROGRESS SCHEDULE 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 Page 4 of 10 Schedule Framework - The schedule will be based on the defined scope ofwork and follow the (Critical Path Methodology) CPM method. The Contractor's schedule will align with the requirements of this specification and will be cost loaded to reflect their plan for execution. Compliance with cost loading can be provided with traditional cost loading of line items OR a projected cost per month for the project when the initial schedule is submitted, updated on a quarterly basis is significant change is anticipated. Overall schedule duration will align with the contractual requirements for the respective scope of work and be reflected in City's Master Project Schedule. The Project Number and Name ofthe Project is required on each schedule and must match the City's project data. E. Schedule File Name All schedules submitted to the City for a project will have a file name that begins with the City's project number followed by the name of the project followed by baseline (if a baseline schedule) or the year and month (if a progress schedule), as shown below. • Baseline Schedule File Name Format: City Project Number _Project Name _Baseline Example: 101376_North Montgomery Street HMAC Baseline • Progress Schedule File Name Format: City Project Number _Project Name _YYYY-MM Example: 101376 North Montgomery Street HMAC 2018 01 • Project Schedule Progress Narrative FileName Format: City Project Number_ ProjectName_PN_YYYY-MM Example: 101376 North Montgomery Street HMAC PN 2018_01 F. Schedule Templates The Contractor will utilize the relevant sections from the City's templates provided in the City's document management system as the basis for creating their respective project schedule. Specifically, the Contractor's schedule will align with the layout of the Construction section. The templates are identified by type of project as noted below. • Arterials • Aviation • Neighborhood Streets • Sidewalks (later) • Quiet Zones (later) • Street Lights (later) • Intersection Improvements (later) • Parks • Storm water • Street Maintenance • Traffic • Water 48 G. Schedule Calendar CITY OF FORT WORTH Water and Sanitary Sewer Replacement STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CONTRACT 2021,WSM-C Revised August 13, 2021 CITY PROJECT NO. 103500 01 32 16 - 5 CONSTRUCTION PROGRESS SCHEDULE Page 5 of 10 The City's standard calendar for schedule development purposes is based on a 5-day workweek and accounts for the City's eight standard holidays (New Years, Martin Luther King, Memorial, Independence, Labor, Thanksgiving, day after Thanksgiving, Christmas). The Contractor will establish a schedule calendar as part of the schedule development process and provide to the Project Control Specialist as part of thebasis for their schedule. Variations between the City's calendar and the Contractor's calendar must be resolved prior to the City's acceptance of their Baseline project schedule. 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 forthe 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 andrespective 20 project type template for "Construction" as shown in Section 1.4.1-1below. 21 Additional activities may be added to Levels 1 - 4 to accommodate theneeds 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 thework. 25 26 2. Contractor is required to adhere to the City's Standard Milestones as shown 27 in Section 1.4.I below. Contractor will include additional milestones 28 representing intermediate deliverables as required to accurately reflect their 29 scope of work. 30 31 I. Schedule Activities 32 Activities are the discrete elements of work that make up the schedule. They will be 33 organized under the umbrella of the WBS. Activity descriptions should adequately 34 describe the activity, and in some cases the extent of the activity. All activities are 35 logically tied with a predecessor and a successor. The only exception to this rule is for 36 "project start" and "project finish"milestones. 37 38 The activity duration is based on the physical amount of work to be performed for the 39 stated activity, with a maximum duration of 20 working days OR a continuous activity 40 in one location. If the work for any one activity exceeds 20 days, break that activity 41 down incrementally to achieve this duration constraint. Any exception to this requires 42 review and acceptance by the City's Project Control Specialist. 43 44 J. Change Orders 45 When a Change Order is issued by the City, the impact is incorporated intothe 46 previously accepted baseline schedule as an update, to clearly show impact to the 47 project timeline. The Contractor submits this updated baseline schedule to the City for CITY OF FORT WORTH Water and Sanitary Sewer Replacement STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CONTRACT 2021,WSM-C Revised August 13, 2021 CITY PROJECT NO. 103500 013216-6 CONSTRUCTION PROGRESS SCHEDULE 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 Page 6 of 10 review and acceptance as described in Section 1.5 below. Updated baseline schedules adhere to the following: 1. Time extensions associated with approved contract modifications are limited to the actual amount of time the project activities are anticipated to be delayed, unless otherwise approved by theProgram Manager. 2. The re-baselined schedule is submitted by the Contractor within ten workdays after the date of receipt of the approved ChangeOrder. 3. The changes in logic or durations approved by the City are used to analyze the impact of the change and is included in the Change Order. The coding for a new activity(s) added to the schedule for the Change Order includes the Change Order number in the Activity ID. Use as many activities as needed to accurately show the work of the Change Order. Revisions to the baseline schedule are not effective until accepted by the City. K City's Work Breakdown Structure WBS Code WBS Name XXXXXX Project Name XXXXXX.30 Design XXXXXX.30.10 Design Contractor Agreement XXXXXX.30.20 Conceptual Design(30%) XXXXXX.30.30 Preliminary Design (60%) XXXXXX.30.40 Final Design XXXXXX.30.50 Environmental XXXXYX.30.60 Permits XXXXXX.30.60.10 Permits - Identification XXXXXX.30.60.20 Permits - Review/Approve XXXXXX.40 ROW & Easements XXXXXX.40.10 ROW Negotiations XXXXXX.40.20 Condemnation XXXXXX.70 Utility Relocation XXXXXX.70.10 Utility Relocation Co-ordination XXXXXX.80 Construction XXXXXX.80.81 Bid and Award XXXXXX.80.83 Construction Execution XXXXXX. 80.85 Inspection XXXXXX.80.86 Landscaping XXXXXX.90 Closeout XXXXXX.90.10 Construction Contract Close-out XXXXXX.90.40 Design Contract Closure L. City's Standard Milestones The following milestone activities (i.e., important events on a project that mark critical points in time) are of particular interest to the City and must be reflected in the project schedule for all phases of work. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised August 13, 2021 Water and Sanitary Sewer Replacement CONTRACT 2021,WSM-C CITY PROJECT NO. 103500 0132 16 - 7 CONST RUCT ION PROGRESS SCHEDULE 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 Page 7 of 10 Activity ID Activitv Name Design 3020 Award Design Agreement 3040 IssueNotice to Proceed - Design Engineer 3100 Design Kick-off Meeting 3120 Submit Conceptual Plans to Utilities, ROW, Traffic, Parks, Storm Water, Water & Sewer 3150 Peer Review Meeting/Design Review meeting (technical) 3160 Conduct Design Public Meeting #1(required) 3170 Conceptual Design Complete 3220 Submit Preliminary Plans and Specifications to Utilities, ROW, Traffic, Parks, Storm Water, Water & Sewer 3250 Conduct Design Public Meeting #2(required) 3260 Preliminary Design Complete 3310 Submit Final Design to Utilities, ROW, Traffic, Parks, StormWater, Water & Sewer 3330 Conduct Design Public Meeting #3 (ifrequired) 3360 Final Design Complete ROW & Easements 4000 Right of Way Start 4230 Right of Way Complete Utility Relocation 7000 Utilities Start 7120 Utilities Cleared/Complete Construction Bid and Award 8110 Start Advertisement 8150 Conduct Bid Opening 8240 Award Construction Contract Construction Execution 8330 Conduct Construction Public Meeting #4 Pre -Construction 8350 Construction Start 8370 Substantial Completion 8540 Construction Completion 9130 Notice of Completion/Green Sheet 9150 Construction Contract Closed 9420 Design Contract Closed 39 1.4 SUBMITTALS 40 A. Schedule Submittal & Review 41 The City's Project Manager is responsible for reviews and acceptance of the Contractor's 42 schedule. The City's Project Control Specialist is responsible for ensuring alignmentof 43 the Contractor's baseline and progress schedules with the Master Project Schedule as 44 support to the City's Project Manager. The City reviews and accepts or rejects the 45 schedule within ten workdays of Contractor's submittal. 46 CITY OF FORT WORTH Water and Sanitary Sewer Replacement STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CONTRACT 2021,WSM-C Revised August 13, 2021 CITY PROJECT NO. 103500 013216-8 CONSTRUCTION PROGRESS SCHEDULE 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 Page 8 of 10 1. ScheduleFormat The Contractor will submit each schedule in two electronic forms, one in native file format (.xer, .xml, . mpx) and the second in a pdf format, in the City's document management system in the location dedicated for this purpose and identified by the Project Manager. In the event the Contractor does not use Primavera P6 orMS Project for scheduling purposes, the schedule information must be submitted in.xls or .xlsx format in compliance with the sample layout (See Specification 01 3216.1 Construction Project Schedule Baseline Example), including activity predecessors, successors and total float. 2. Initial & Baseline Schedule The Contractor will develop their schedule for their scope of work and submit their initial schedule in electronic form (in the file formats noted above), in the City's document management system in the location dedicated for this purpose at least S working days prior to Pre Construction Meeting. The City's Project Manager and Project Control Specialist review this initial schedule to determine alignment with the City's Master Project Schedule, including format & WBS structure. Following the City's review, feedback is provided to the Contractor for their use in finalizing their initial schedule and issuing (within five workdays) their Baseline Schedule for final review and acceptance by the City. 3. Progress Schedule The Contractor will update and issue their project schedule (Progress Schedule) by the last day of each month throughout the life of their work on the project. The Progress Schedule is submitted in electronic form as noted above, in the City's document management system in the location dedicated for this purpose. The City's Project Control team reviews each Progress Schedule for data and information that support the assessment of the update to the schedule. In the event data or information is missing or incomplete, the Project Controls Specialist communicates directly with the Contractor's scheduler for providing same. The Contractor re -submits the corrected Progress Schedule within S workdays, following the submittal process noted above. The City's Project Manager and Project Control Specialist review the Contractor's progress schedule for acceptance and to monitor performance andprogress. The following list of items are required to ensure proper status information is contained in the Progress Schedule. • Baseline Start date • Baseline Finish Date • % Complete • Float • Activity Logic (dependencies) • Critical Path • Activities added or deleted • Expected Baseline Finish date • Variance to the Baseline Finish Date CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised August 13, 2021 Water and Sanitary Sewer Replacement CONTRACT 2021,WSM-C CITY PROJECT NO. 103500 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 monthto 4 accompany the Progress Schedule submittal, using the standard format provided in 5 Specification 01 32 16.3 Construction Project Schedule Progress Narrative. The content 6 of the Construction Project Schedule Progress Narrative should be conciseand 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 similarprojects. 26 1.9 DELIVERY, STORAGE, AND HANDLING [NOT USED] 27 1.10 FIELD [SITE] CONDITIONS [NOT USED] 28 1.11 WARRANTY [NOT USED] 29 1.12 ATTACHMENTS 30 Spec 01 32 16.1 Construction Project Schedule Baseline Example 31 Spec 01 32 16.2 Construction Project Schedule Progress Example 32 Spec 01 32 16.3 Construction Project Schedule Progress Narrative 33 CITY OF FORT WORTH Water and Sanitary Sewer Replacement STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CONTRACT 2021,WSM-C Revised August 13, 2021 CITY PROJECT NO. 103500 01 32 16 - 10 CONSTRUCTION PROGRESS SCHEDULE 2 PART 2 - PRODUCTS [NOT USED] 3 PART 3 - EXECUTION [NOT USED] 4 END OF SECTION DATE NAME Revision Log SUMMARY OF CHANGE Page 10 of 10 8/13/2021 Michael Owen Revised to update specification requirements and eliminate duplicate schedule specifications. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised August 13, 2021 Water and Sanitary Sewer Replacement CONTRACT 2021,WSM-C CITY PROJECT NO. 103500 01 32 33 - 1 PRECONSTRUCTION VIDEO Page 1 of SECTION 0132 33 PRECONSTRUCTION VIDEO PART 1 - GENERAL 1.1 SUMMARY A. Section Includes: 1. Administrative and procedural requirements for: a. Preconstruction Videos B. Deviations from this City of Fort Worth Standard Specification 1. None. C. Related Specification Sections include, but are not necessarily limited to: 1. Division 0 — Bidding Requirements, Contract Forms and Conditions of the Contract 2. Division 1 — General Requirements 1.2 PRICE AND PAYMENT PROCEDURES A. Measurement and Payment 1. Work associated with this Item is considered subsidiary to the various items bid. No separate payment will be allowed for this Item. 1.3 REFERENCES [NOT USED] 1.4 ADMINISTRATIVE REQUIREMENTS A. Preconstruction Video 1. Produce a preconstruction video of the site/alignment, including all areas in the vicinity of and to be affected by construction. a. Provide digital copy of video upon request by the City. 2. Retain a copy of the preconstruction video until the end of the maintenance surety period. 1.5 SUBMITTALS [NOT USED] 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED] 1.7 CLOSEOUT SUBMITTALS [NOT USED] 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 1.9 QUALITY ASSURANCE [NOT USED] 1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED] 1.11 FIELD [SITE] CONDITIONS [NOT USED] 1.12 WARRANTY [NOT USED] PART 2 - PRODUCTS [NOT USED] CITY OF FORT WORTH Water and Sanitary Sewer Replacement STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CONTRACT 2021,WSM-C Revised July I, 2011 CITY PROJECT NO. 103500 01 32 33 - 2 PRECONSTRUCTION VIDEO PART 3 - EXECUTION [NOT USED] Page 2 of 2 END OF SECTION Revision Log DATE NAME CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 SUMMARY OF CHANGE Water and Sanitary Sewer Replacement CONTRACT 2021,WSM-C CITY PROJECT NO. 103500 SECTION 0133 00 SUBMITTALS PART 1- GENERAL 1.1 SUMMARY A. Section Includes: 01 3300- 1 SUBMITTALS Pagel of 8 General methods and requirements of submissions applicable to the following Work -related submittals: a. Shop Drawings b. Product Data (including Standard Product List submittals) c. Samples d. Mock Ups B. Deviations from this City of Fort Worth Standard Specification 1. None. C. Related Specification Sections include, but are not necessarily limited to: 1. Division 0 — Bidding Requirements, Contract Forms and Conditions of the Contract 2. Division 1 — General Requirements 1.2 PRICE AND PAYMENT PROCEDURES A. Measurement and Payment Work associated with this Item is considered subsidiary to the various items bid. No separate payment will be allowed for this Item. 1.3 REFERENCES [NOT USED] 1.4 ADMINISTRATIVE REQUIREMENTS A. Coordination 1. Notify the City in writing, at the time of submittal, of any deviations in the submittals from the requirements of the Contract Documents. 2. Coordination of Submittal Times a. Prepare, prioritize and transmit each submittal sufficiently in advance of performing the related Work or other applicable activities, or within the time specified in the individual Work Sections, of the Specifications. b. Contractor is responsible such that the installation will not be delayed by processing times including, but not limited to: a) Disapproval and resubmittal (if required) b) Coordination with other submittals c) Testing d) Purchasing e) Fabrication f) Delivery g) Similar sequenced activities c. No extension of time will be authorized because of the Contractor's failure to transmit submittals sufficiently in advance of the Work. CITY OF FORT WORTH Water and Sanitary Sewer Replacement STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CONTRACT 2021,WSM-C Revised December 20, 2012 CITY PROJECT NO. 103500 013300-2 SUBMITTALS Page 2 of 8 d. Make submittals promptly in accordance with approved schedule, and in such sequence as to cause no delay in the Work or in the work of any other contractor. B. Submittal Numbering When submitting shop drawings or samples, utilize a 9-character submittal cross- reference identification numbering system in the following manner: a. Use the first 6 digits of the applicable Specification Section Number. b. For the next 2 digits number use numbers 01-99 to sequentially number each initial separate item or drawing submitted under each specific Section number. c. Last use a letter, A-Z, indicating the resubmission of the same drawing (i.e. A=2nd submission, B=3rd submission, C=4th submission, etc.). A typical submittal number would be as follows: 03 30 00-08-B 1) 03 30 00 is the Specification Section for Concrete 2) 08 is the eighth initial submittal under this Specification Section 3) B is the third submission (second resubmission) of that particular shop drawing C. Contractor Certification 1. Review shop drawings, product data and samples, including those by subcontractors, prior to submission to determine and verify the following: a. Field measurements b. Field construction criteria c. Catalog numbers and similar data d. Conformance with the Contract Documents 2. Provide each shop drawing, sample and product data submitted by the Contractor with a Certification Statement affixed including: a. The Contractor's Company name b. Signature of submittal reviewer c. Certification Statement 1) `By this submittal, I hereby represent that I have determined and verified field measurements, field construction criteria, materials, dimensions, catalog numbers and similar data and I have checked and coordinated each item with other applicable approved shop drawings." D. Submittal Format 1. Fold shop drawings larger than 8 `/2 inches x 11 inches to 8 '/z inches x 11 inches. 2. Bind shop drawings and product data sheets together. 3. Order a. Cover Sheet 1) Description of Packet 2) Contractor Certification b. List of items / Table of Contents c. Product Data /Shop Drawings/Samples /Calculations E. Submittal Content 1. The date of submission and the dates of any previous submissions CITY OF FORT WORTH Water and Sanitary Sewer Replacement STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CONTRACT 2021,WSM-C Revised December 20, 2012 CITY PROJECT NO. 103500 01 33 00 - 3 SUBMITTALS Page 3 of 8 2. The Project title and number 3. Contractor identification 4. The names of: a. Contractor b. Supplier c. Manufacturer 5. Identification of the product, with the Specification Section number, page and paragraph(s) 6. Field dimensions, clearly identified as such 7. Relation to adjacent or critical features of the Work or materials 8. Applicable standards, such as ASTM or Federal Specification numbers 9. Identification by highlighting of deviations from Contract Documents 10. Identification by highlighting of revisions on resubmittals 11. An 8-inch x 3-inch blank space for Contractor and City stamps F. Shop Drawings As specified in individual Work Sections includes, but is not necessarily limitedto: a. Custom -prepared data such as fabrication and erection/installation (working) drawings b. Scheduled information c. Setting diagrams d. Actual shopwork manufacturing instructions e. Custom templates f. Special wiring diagrams g. Coordination drawings h. Individual system or equipment inspection and test reports including: 1) Performance curves and certifications i. As applicable to the Work 2. Details a. Relation of the various parts to the main members and lines of the structure b. Where correct fabrication of the Work depends upon field measurements 1) Provide such measurements and note on the drawings prior to submitting for approval. G. Product Data 1. For submittals of product data for products included on the City's Standard Product List, clearly identify each item selected for use on the Project. 2. For submittals of product data for products not included on the City's Standard Product List, submittal data may include, but is not necessarily limited to: a. Standard prepared data for manufactured products (sometimes referred to as catalog data) 1) Such as the manufacturer's product specification and installation instructions 2) Availability of colors and patterns 3) Manufacturer's printed statements of compliances and applicability 4) Roughing -in diagrams and templates 5) Catalog cuts 6) Product photographs CITY OF FORT WORTH Water and Sanitary Sewer Replacement STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CONTRACT 2021,WSM-C Revised December 20, 2012 CITY PROJECT NO. 103500 01 33 00 - 4 SUBMITTALS Page 4 of 8 7) Standard wiring diagrams 8) Printed performance curves and operational -range diagrams 9) Production or quality control inspection and test reports and certifications 10) Mill reports 11) Product operating and maintenance instructions and recommended spare -parts listing and printed product warranties 12) As applicable to the Work H. Samples 1. As specified in individual Sections, include, but are not necessarily limited to: a. Physical examples of the Work such as: 1) Sections of manufactured or fabricated Work 2) Small cuts or containers of materials 3) Complete units of repetitively used products color/texture/pattern swatches and range sets 4) Specimens for coordination of visual effect 5) Graphic symbols and units of Work to be used by the City for independent inspection and testing, as applicable to the Work I. Do not start Work requiring a shop drawing, sample or product data nor any material to be fabricated or installed prior to the approval or qualified approval of such item. 1. Fabrication performed, materials purchased or on -site construction accomplished which does not conform to approved shop drawings and data is at the Contractor's risk. 2. The City will not be liable for any expense or delay due to corrections or remedies required to accomplish conformity. 3. Complete project Work, materials, fabrication, and installations in conformance with approved shop drawings, applicable samples, and product data. J. Submittal Distribution 1. Electronic Distribution a. Confirm development of Project directory for electronic submittals to be uploaded to City's Buzzsaw site, or another external FTP site approved by the City. b. Shop Drawings 1) Upload submittal to designated project directory and notify appropriate City representatives via email of submittal posting. 2) Hard Copies a) 3 copies for all submittals b) If Contractor requires more than 1 hard copy of Shop Drawings returned, Contractor shall submit more than the number of copies listed above. c. Product Data 1) Upload submittal to designated project directory and notify appropriate City representatives via email of submittal posting. 2) Hard Copies a) 3 copies for all submittals d. Samples 1) Distributed to the Project Representative 2. Hard Copy Distribution (if required in lieu of electronic distribution) CITY OF FORT WORTH Water and Sanitary Sewer Replacement STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CONTRACT 2021,WSM-C Revised December 20, 2012 CITY PROJECT NO. 103500 01 33 00 - 5 SUBMITTALS Page 5 of 8 a. Shop Drawings 1) Distributed to the City 2) Copies a) 8 copies for mechanical submittals b) 7 copies for all other submittals c) If Contractor requires more than 3 copies of Shop Drawings returned, Contractor shall submit more than the number of copies listed above. b. Product Data 1) Distributed to the City 2) Copies a) 4 copies c. Samples 1) Distributed to the Project Representative 2) Copies a) Submit the number stated in the respective Specification Sections. 3. Distribute reproductions of approved shop drawings and copies of approved product data and samples, where required, to the job site file and elsewhere as directed by the City. a. Provide number of copies as directed by the City but not exceeding the number previously specified. K. Submittal Review 1. The review of shop drawings, data and samples will be for general conformance with the design concept and Contract Documents. This is not to be construed as: a. Permitting any departure from the Contract requirements b. Relieving the Contractor of responsibility for any errors, including details, dimensions, and materials c. Approving departures from details furnished by the City, except as otherwise provided herein 2. The review and approval of shop drawings, samples or product data by the City does not relieve the Contractor from his/her responsibility with regard to the fulfillment of the terms of the Contract. a. All risks of error and omission are assumed by the Contractor, and the City will have no responsibility therefore. 3. The Contractor remains responsible for details and accuracy, for coordinating the Work with all other associated work and trades, for selecting fabrication processes, for techniques of assembly and for performing Work in a safe manner. 4. If the shop drawings, data or samples as submitted describe variations and show a departure from the Contract requirements which City finds to be in the interest of the City and to be so minor as not to involve a change in Contract Price or time for performance, the City may return the reviewed drawings without noting an exception. 5. Submittals will be returned to the Contractor under 1 of the following codes: a. Code 1 1) "NO EXCEPTIONS TAKEN" is assigned when there are no notations or comments on the submittal. a) When returned under this code the Contractor may release the equipment and/or material for manufacture. b. Code 2 CITY OF FORT WORTH Water and Sanitary Sewer Replacement STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CONTRACT 2021,WSM-C Revised December 20, 2012 CITY PROJECT NO. 103500 01 33 00 - 6 SUBMITTALS Page 6 of 8 1) "EXCEPTIONS NOTED". This code is assigned when a confirmation of the notations and comments IS NOT required by the Contractor. a) The Contractor may release the equipment or material for manufacture; however, all notations and comments must be incorporated into the final product. c. Code 3 1) "EXCEPTIONS NOTED/RESUBMIT". This combination of codes is assigned when notations and comments are extensive enough to require a resubmittal of the package. a) The Contractor may release the equipment or material for manufacture; however, all notations and comments must be incorporated into the final product. b) This resubmittal is to address all comments, omissions and non -conforming items that were noted. c) Resubmittal is to be received by the City within 15 Calendar Days of the date of the City's transmittal requiring the resubmittal. d. Code 4 1) "NOT APPROVED" is assigned when the submittal does not meet the intent of the Contract Documents. a) The Contractor must resubmit the entire package revised to bring the submittal into conformance. b) It may be necessary to resubmit using a different manufacturer/vendor to meet the Contract Documents. 6. Resubmittals a. Handled in the same manner as first submittals 1) Corrections other than requested by the City 2) Marked with revision triangle or other similar method a) At Contractor's risk if not marked b. Submittals for each item will be reviewed no more than twice at the City's expense. 1) All subsequent reviews will be performed at times convenient to the City and at the Contractor's expense, based on the City's or City Representative's then prevailing rates. 2) Provide Contractor reimbursement to the City within 30 Calendar Days for all such fees invoiced by the City. c. The need for more than 1 resubmission or any other delay in obtaining City's review of submittals, will not entitle the Contractor to an extension of Contract Time. 7. Partial Submittals a. City reserves the right to not review submittals deemed partial, at the City's discretion. b. Submittals deemed by the City to be not complete will be returned to the Contractor, and will be considered "Not Approved" until resubmitted. c. The City may at its option provide a list or mark the submittal directing the Contractor to the areas that are incomplete. 8. If the Contractor considers any correction indicated on the shop drawings to constitute a change to the Contract Documents, then written notice must be provided thereof to the City at least 7 Calendar Days prior to release for manufacture. CITY OF FORT WORTH Water and Sanitary Sewer Replacement STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CONTRACT 2021,WSM-C Revised December 20, 2012 CITY PROJECT NO. 103500 01 33 00 - 7 SUBMITTALS Page 7 of 8 9. When the shop drawings have been completed to the satisfaction of the City, the Contractor may carry out the construction in accordance therewith and no further changes therein except upon written instructions from the City. 10. Each submittal, appropriately coded, will be returned within 30 Calendar Days following receipt of submittal by the City. L. Mock ups 1. Mock Up units as specified in individual Sections, include, but are not necessarily limited to, complete units of the standard of acceptance for that type of Work to be used on the Project. Remove at the completion of the Work or when directed. M. Qualifications 1. If specifically required in other Sections of these Specifications, submit a P.E. Certification for each item required. N. Request for Information (RFI) Contractor Request for additional information a. Clarification or interpretation of the contract documents b. When the Contractor believes there is a conflict between Contract Documents c. When the Contractor believes there is a conflict between the Drawings and Specifications 1) Identify the conflict and request clarification 2. Use the Request for Information (RFI) form provided by the City. 3. Numbering of RFI a. Prefix with "RFI" followed by series number, "-xxx", beginning with "01" and increasing sequentially with each additional transmittal. 4. Sufficient information shall be attached to permit a written response without further information. 5. The City will log each request and will review the request. a. If review of the project information request indicates that a change to the Contract Documents is required, the City will issue a Field Order or Change Order, as appropriate. 1.5 SUBMITTALS [NOT USED] 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED] 1.7 CLOSEOUT SUBMITTALS [NOT USED] 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 1.9 QUALITY ASSURANCE [NOT USED] 1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED] 1.11 FIELD [SITE] CONDITIONS [NOT USED] 1.12 WARRANTY [NOT USED] CITY OF FORT WORTH Water and Sanitary Sewer Replacement STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CONTRACT 2021,WSM-C Revised December 20, 2012 CITY PROJECT NO. 103500 01 33 00 - 8 SUBMITTALS Page 8 of 8 PART 2 - PRODUCTS [NOT USED] PART 3 - EXECUTION [NOT USED] END OF SECTION Revision Log DATE NAME SUMMARY OF CHANGE 12/20/2012 D. Johnson 1.4.K.8. Working Days modified to Calendar Days CITY OF FORT WORTH Water and Sanitary Sewer Replacement STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CONTRACT 2021,WSM-C Revised December 20, 2012 CITY PROJECT NO. 103500 0135 13- 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 Water and Sanitary Sewer Replacement STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CONTRACT 2021, WSM-C Revised March 11, 2022 CITY PROJECT NO 103500 013513-2 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 Water and Sanitary Sewer Replacement STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CONTRACT 2021, WSM-C Revised March 11, 2022 CITY PROJECT NO 103500 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 01 35 13 -3 SPECIAL PROJECT PROCEDURES Page 3 of 8 a) Maintain an accurate log of all such calls to power company and record action taken in each case. b. Coordination with power company 1) After notification coordinate with the power company to: a) Erect temporary mechanical barriers, de -energize the lines, or raise or lower the lines c. No personnel may work within 6 feet of a high voltage line before the above requirements have been met. C. Confined Space Entry Program 1. Provide and follow approved Confined Space Entry Program in accordance with OSHA requirements. 2. Confined Spaces include: a. Manholes b. All other confined spaces in accordance with OSHA's Permit Required for Confined Spaces D. Use of Explosives, Drop Weight, Etc. 1. When Contract Documents permit on the project the following will apply: a. Public Notification 1) Submit notice to City and proof of adequate insurance coverage, 24 hours prior to commencing. 2) Minimum 24 hour public notification in accordance with Section 01 31 13 E. Water Department Coordination 1. During the construction of this project, it will be necessary to deactivate, for a period of time, existing lines. The Contractor shall be required to coordinate with the Water Department to determine the best times for deactivating and activating those lines. 2. Coordinate any event that will require connecting to or the operation of an existing City water line system with the City's representative. a. Coordination shall be in accordance with Section 33 12 25. b. If needed, obtain a hydrant water meter from the Water Department for use during the life of named project. c. In the event that a water valve on an existing live system be turned off and on to accommodate the construction of the project is required, coordinate this activity through the appropriate City representative. 1) Do not operate water line valves of existing water system. a) Failure to comply will render the Contractor in violation of Texas Penal Code Title 7, Chapter 28.03 (Criminal Mischief) and the Contractor will be prosecuted to the full extent of the law. b) In addition, the Contractor will assume all liabilities and responsibilities as a result of these actions. F. Public Notification Prior to Beginning Construction 1. Prior to beginning construction on any block in the project, on a block by block basis, prepare and deliver a notice or flyer of the pending construction to the front door of each residence or business that will be impacted by construction. The notice shall be prepared as follows: a. Post notice or flyer and City of Fort Worth Door Hangers, 7 days prior to beginning any construction activity on each block in the project area. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised March 11. 2022 Water and Sanitary Sewer Replacement CONTRACT 2021, WSM-C CITY PROJECT NO 103500 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 013513-4 SPECIAL PROJECT PROCEDURES Page 4 of 8 1) Prepare flyer on the Contractor's letterhead and include the following information: a) Name of Project b) City Project No (CPN) c) Scope of Project (i.e. type of construction activity) d) Actual construction duration within the block e) Name of the contractor's foreman and phone number f) Name of the City's inspector and phone number g) City's after-hours phone number 2) A sample of the `pre -construction notification' flyer is attached as Exhibit A. 3) City of Fort Worth Door Hangers will be provided to the Contractor for distribution with their notice. 4) Submit schedule showing the construction start and finish time for each block of the project to the inspector. 5) Deliver flyer to the City Inspector for review prior to distribution. b. No construction will be allowed to begin on any block until the flyer and door hangers are delivered to all residents of the block. G. Public Notification of Temporary Water Service Interruption during Construction 1. In the event it becomes necessary to temporarily shut down water service to residents or businesses during construction, prepare and deliver a notice or flyer of the pending interruption to the front door of each affected resident. 2. Prepared notice as follows: a. The notification or flyer shall be posted 24 hours prior to the temporary interruption. b. Prepare flyer on the contractor's letterhead and include the following information: 1) Name of the project 2) City Project Number 3) Date of the interruption of service 4) Period the interruption will take place 5) Name of the contractor's foreman and phone number 6) Name of the City's inspector and phone number c. A sample of the temporary water service interruption notification is attached as Exhibit B. d. Deliver a copy of the temporary interruption notification to the City inspector for review prior to being distributed. e. No interruption of water service can occur until the flyer has been delivered to all affected residents and businesses. f. Electronic versions of the sample flyers can be obtained from the Project Construction Inspector. H. Coordination with United States Army Corps of Engineers (USACE) 1. At locations in the Project where construction activities occur in areas where USACE permits are required, meet all requirements set forth in each designated permit. I. Coordination within Railroad Permit Areas CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised March 11, 2022 Water and Sanitary Sewer Replacement CONTRACT 2021, WSM-C CITY PROJECT NO 103500 0135 13 -5 SPECIAL PROJECT PROCEDURES Page 5 of 8 1 1. At locations in the project where construction activities occur in areas where 2 railroad permits are required, meet all requirements set forth in each designated 3 railroad permit. This includes, but is not limited to, provisions for: 4 a. Flagmen 5 b. Inspectors 6 c. Safety training 7 d. Additional insurance 8 e. Insurance certificates 9 f. Other employees required to protect the right-of-way and property of the 10 Railroad Company from damage arising out of and/or from the construction of 11 the project. Proper utility clearance procedures shall be used in accordance 12 with the permit guidelines. 13 2. Obtain any supplemental information needed to comply with the railroad's 14 requirements. 15 3. Railroad Flagmen 16 a. Submit receipts to City for verification of working days that railroad flagmen 17 were present on Site. 18 J. Dust Control 19 1. Use acceptable measures to control dust at the Site. 20 a. If water is used to control dust, capture and properly dispose of waste water. 21 b. If wet saw cutting is performed, capture and properly dispose of slurry. 22 K. Employee Parking 23 1. Provide parking for employees at locations approved by the City. 24 1.5 SUBMITTALS [NOT USED] 25 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED] 26 1.7 CLOSEOUT SUBMITTALS [NOT USED] 27 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 28 1.9 QUALITY ASSURANCE [NOT USED] 29 1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED] 30 1.11 FIELD [SITE] CONDITIONS [NOT USED] 31 1.12 WARRANTY [NOT USED] 32 PART 2 - PRODUCTS [NOT USED] 33 PART 3 - EXECUTION [NOT USED] 34 35 END OF SECTION Revision Log CITY OF FORT WORTH Water and Sanitary Sewer Replacement STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CONTRACT 202I, WSM-C Revised March 11, 2022 CITY PROJECT NO 103500 0135 13 - 6 SPECIAL PROJECT PROCEDURES Page 6 of 8 DATE NAME SUMMARY OF CHANGE 1.43 — Added requirement of compliance with Health and Safety Code, Title 9. 8/31/2012 D. Johnson Safety, Subtitle A. Public Safety, Chapter 752. High Voltage Overhead Lines. 1.4.E — Added Contractor responsibility for obtaining a TCEQ Air Permit Remove references to Air Pollution watch Days and NCTCOG Clean construction 3/11/2022 M Owen Specification requirements. Clarify need for Door Hangers under in addition to contractor notification of public. CITY OF FORT WORTH Water and Sanitary Sewer Replacement STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CONTRACT 2021, WSM-C Revised March 11, 2022 CITY PROJECT NO 103500 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 01 35 13 - 7 SPECIAL PROJECT PROCEDURES Page 7 of 8 EXHIBIT A (To be printed on Contractor's Letterhead) Date: CPN No.: Project Name: Mapsco Location: Limits of Construction: THIS IS TO INFORM YOU THAT UNDER A CONTRACT WITH THE CITY OF FORT WORTH, OUR COMPANY WILL WORK ON UTILITY LINES ON OR AROUND YOUR PROPERTY. CONSTRUCTION WILL BEGIN APPROXIMATELY SEVEN DAYS FROM THE DATE OF THIS NOTICE. IF YOU HAVE QUESTIONS ABOUT ACCESS, SECURITY, SAFETY OR ANY OTHER ISSUE, PLEASE CALL: Mr. <CONTRACTOR'S SUPERINTENDENT> AT <TELEPHONE NO.> M Mr. <CITY INSPECTOR> AT < TELEPHONE NO.> AFTER 4:30 PM OR ON WEEKENDS, PLEASE CALL (817) 392 8306 PLEASE KEEP THIS FLYER HANDY WHEN YOU CALL CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised March 11, 2022 Water and Sanitary Sewer Replacement CONTRACT 2021, WSM-C CITY PROJECT NO 103500 1 2 3 4 013513-8 SPECIAL PROJECT PROCEDURES Page 8 of 8 EXHIBIT B FoRTWORTH. DOB NO. Xl= N ulw. NOTICE OF , &HPORARY 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, CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised March H, 2022 .CONTRACTOR Water and Sanitary Sewer Replacement CONTRACT 2021, WSM-C CITY PROJECT NO 103500 1 2 3 PART1- GENERAL 4 1.1 SUMMARY SECTION 0136 00 PIPE LAYING PROVE -OUT 01 36 00 - 1 Pipe Laying Prove -Out Page I of 4 5 A. Section Includes: 6 1. This section applies to Part 2: Camp Bowie Water Improvements. 7 2. The testing procedures for verification of the viability of the contractor's intended 8 methods to achieve a reliable and repeatable pipe compaction in accordance with 9 the project specifications throughout the pipeline alignment. 10 B. Deviations from this City of Fort Worth Standard Specification 11 1. THIS IS NOT A CITY OF FORT WORTH STANDARD SPECIFICATION 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 1.2 PRICE AND PAYMENT PROCEDURES 16 A. Measurement and Payment 17 1. Work associated with this Item is considered subsidiary to the various items bid. No 18 separate payment will be allowed for this Item. 19 1.3 REFERENCES [NOT USED] 20 1.4 ADMINISTRATIVE REQUIREMENTS 21 A. The prove out should be demonstrated on a minimum of two joints of applicable pipe 22 material and size specified for the project. It shall be placed in the project limits and 23 observed during installation by the City. 24 B. Testing 25 1. The Contractor shall schedule the demonstration with the the City at least 14-days 26 in advance. 27 2. Perform demonstration in the presence of the City and testing company 28 representative. The Manufacturer's representation must be on site during the first 29 part of the Trench Test Procedure (3.4.A) review holiday testing, patching coatings, 30 and covalent sleeve installation. Failure for one of these individuals to participate 31 may result in the need to reschedule the prove -out or to re -demonstrate the 32 installation. 33 3. The City will notify the Contractor approval/rejection of the embedment and the 34 potential need for a new trench test. 35 1.5 SUBMITTALS 36 A. Submittals shall be in accordance with Section 01 33 00. CITY OF FORT WORTH WATER AND SANITARY SEWER REPLACEMENT SPECIFICATION DOCUMENTS CONTRACT 2021, WSM-C CITY PROJECT NO. 103500 01 36 00 - 2 Pipe Laying Prove -Out Page 2 of 4 1 1. All submittals for pipe and backfill/embedment material shall be complete and 2 approved in accordance with Section 0133 00 prior to performing the prove -out. 3 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED] 4 1.7 CLOSEOUT SUBMITTALS 5 A. Test and Evaluation Reports 6 1. All test reports generated during testing (pass and fail) 7 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 8 1.9 QUALITY ASSURANCE 9 A. Certifications 10 1. Prove -out Testing 11 a. Testing Service — Engage a qualified independent testing agency to perform 12 density tests in the embedment material as approved by the City. 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 18 3.1 INSTALLERS [[NOT USED] 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 3.2 EXAMINAITON [NOT USED] 3.3 PREPERATION [NOT USED] 3.4 INSTALLATION A. Trench Test Requirements l . The demonstration shall be performed prior to any open -cut pipe installation. 2. The density at the spring line may have to be higher than the minimum specified density to achieve the minimum specified density in the haunch area. 3. The density at the spring line required to achieve the minimum specified density in the haunch area shall be the target density at the spring line but shall be no less than the minimum specified density. 4. Additional test sections shall be performed for all different embedment materials, or if the Contractor proposes to change methods of placement and compaction. 5. The means, methods, and techniques of placement and compaction shall be the sole responsibility of the Contractor, and the trench test will be considered only as a means to verify the Contractor's methods are capable of achieving the specified compaction throughout the embedment zone. CITY OF FORT WORTH WATER AND SANITARY SEWER REPLACEMENT SPECIFICATION DOCUMENTS CONTRACT 2021, WSM-C CITY PROJECT NO. 103500 013600-3 Pipe Laying Prove -Out Page 3 of4 1 6. The actual quality of the embedment and backfill, as compacted, shall be the 2 responsibility of the Contractor and the satisfactory results from the trench test(s) 3 and field density tests shall not be considered as a guarantee of the quality to the 4 Contractor's embedment and backfill operations. 5 7. Changes in the embedment material after completion of the Prove -Out 6 Demonstration shall require a new Prove -Out Demonstration, unless specifically 7 waived by the City. Such changes after the Prove -Out Demonstration will require, 8 written approval from the City. 9 B. Trench Test Procedure 10 1. This process will establish a relationship between the density achieved at the spring 11 line and density achieved at the haunch area by the Contractor's proposed 12 placement and compaction method. The Contractor shall demonstrate the pipe 13 embedment placement and compaction approach in the following manner. 14 a. Employ all safety procedures that apply to the permanent work. 15 b. Utilize the same equipment and crews that will be used to perform permanent 16 work, to the extent practical 17 c. Excavate the trench to the width and minimum depth shown on the drawings. 18 d. Install and embed one complete section of pipe, extending compacted fill up to 19 the spring line of the pipe using the materials and density requirements 20 specified. Lifting straps shall be left in place. 21 e. Use bulkheads as needed to allow the specified compaction to extend to within 22 two feet of each end of the pipe section. 23 f. Testing lab shall perform density tests in the embedment material near the 24 spring line of the pipe at two locations to be designated by the City. 25 g. Carefully remove the pipe from the trench, preserving the embedment to the 26 extent possible 27 h. Check deflection within the pipe after the backfill is complete to ensure it is 28 within the manufacturer's acceptable range. (Pipe will sometimes float due to 29 over compaction of the sides) Upon request of the City, contractor may be 30 asked to recheck deflection on the prove -out pipe at 30-days to confirm the 31 original findings. 32 i. Testing lab shall perform a second set of in -place density tests on the 33 compacted embedment to verify the Contractor's method has achieved the 34 specified density and uniformity of embedment. Failure of the compacted 35 embedment to hold the shape or achieve the specified density will be a failure 36 of the pipe embedment demonstration. 37 j. In the event of a failure, Contractor shall clean the trench to subgrade, adjust 38 methods and retest, as needed, to demonstrate acceptable results. CITY OF FORT WORTH WATER AND SANITARY SEWER REPLACEMENT SPECIFICATION DOCUMENTS CONTRACT 2021, WSM-C CITY PROJECT NO. 103500 013600-4 Pipe Laying Prove -Out Page 4 of 1 3.5 REPAIR / RESTORATION [NOT USED] 2 3.6 RE -INSTALLATION [NOT USED] 3 3.7 FIELD QUALITY CONTROL [NOT USED] 4 3.8 SYSTEM STARTUP [NOT USED] 5 3.9 ADJUSTING [NOT USED] 6 3.10 CLEANING [NOT USED] 7 3.11 CLOSEOUT ACTIVITIES [NOT USED] 8 3.12 PROTECTION [NOT USED] 9 3.13 MAINTENACE [NOT USED] 10 3.14 ATTACHEMENTS [NOT USED] 11 END OF SECTION CITY OF FORT WORTH WATER AND SANITARY SEWER REPLACEMENT SPECIFICATION DOCUMENTS CONTRACT 2021, WSM-C CITY PROJECT NO. 103500 01 4523 TESTING AND INSPECTION SERVICES Page 1 of 2 SECTION 0145 23 TESTING AND INSPECTION SERVICES PART 1 - GENERAL 1.1 SUMMARY A. Section Includes: 1. Testing and inspection services procedures and coordination B. Deviations from this City of Fort Worth Standard Specification 1. None. C. Related Specification Sections include, but are not necessarily limited to: 1. Division 0 — Bidding Requirements, Contract Forms and Conditions of the Contract 2. Division 1 — General Requirements 1.2 PRICE AND PAYMENT PROCEDURES A. Measurement and Payment Work associated with this Item is considered subsidiary to the various Items bid. No separate payment will be allowed for this Item. a. Contractor is responsible for performing, coordinating, and payment of all Quality Control testing. b. City is responsible for performing and payment for first set of Quality Assurance testing. 1) If the first Quality Assurance test performed by the City fails, the Contractor is responsible for payment of subsequent Quality Assurance testing until a passing test occurs. a) Final acceptance will not be issued by City until all required payments for testing by Contractor have been paid in full. 1.3 REFERENCES [NOT USED] 1.4 ADMINISTRATIVE REQUIREMENTS A. Testing 1. Complete testing in accordance with the Contract Documents. Coordination a. When testing is required to be performed by the City, notify City, sufficiently in advance, when testing is needed. b. When testing is required to be completed by the Contractor, notify City, sufficiently in advance, that testing will be performed. 3. Distribution of Testing Reports a. Electronic Distribution 1) Confirm development of Project directory for electronic submittals to be uploaded to the City's document management system, or another external FTP site approved by the City. CITY OF FORT WORTH Water and Sanitary Sewer Replacement STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CONTRACT 2021,WSM-C Reviscd March 9, 2020 CITY PROJECT NO. 103500 01 45 23 TESTING AND INSPECTION SERVICES Page 2 of 2 2) Upload test reports to designated project directory and notify appropriate City representatives via email of submittal posting. 3) Hard Copies a) 1 copy for all submittals submitted to the Project Representative b. Hard Copy Distribution (if required in lieu of electronic distribution) 1) Tests performed by City a) Distribute 1 hard copy to the Contractor 2) Tests performed by the Contractor a) Distribute 3 hard copies to City's Project Representative 4. Provide City's Project Representative with trip tickets for each delivered load of Concrete or Lime material including the following information: a. Name of pit b. Date of delivery c. Material delivered B. Inspection 1. Inspection or lack of inspection does not relieve the Contractor from obligation to perform work in accordance with the Contract Documents. 1.5 SUBMITTALS [NOT USED] 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED] 1.7 CLOSEOUT SUBMITTALS [NOT USED] 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 1.9 QUALITY ASSURANCE [NOT USED] 1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED] 1.11 FIELD [SITE] CONDITIONS [NOT USED] 1.12 WARRANTY [NOT USED] PART 2 - PRODUCTS [NOT USED] PART 3 - EXECUTION [NOT USED] END OF SECTION Revision Log DATE NAME SUMMARY OF CHANGE 3/9/2020 D.V. Magana Removed reference to Buzzsaw and noted that electronic submittals be uploaded through the City's document management system. CITY OF FORT WORTH Water and Sanitary Sewer Replacement STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CONTRACT 2021,WSM-C Revised March 9, 2020 CITY PROJECT NO. 103500 01 50 00 - 1 TEMPORARY FACILITIES AND CONTROLS Page 1 of 4 SECTION 0150 00 TEMPORARY FACILITIES AND CONTROLS PART 1 - GENERAL 1.1 SUMMARY A. Section Includes: Provide temporary facilities and controls needed for the Work including, but not necessarily limited to: a. Temporary utilities b. Sanitary facilities c. Storage Sheds and Buildings d. Dust control e. Temporary fencing of the construction site B. Deviations from this City of Fort Worth Standard Specification 1. None. C. Related Specification Sections include, but are not necessarily limited to: 1. Division 0 — Bidding Requirements, Contract Forms and Conditions of the Contract 2. Division 1 — General Requirements 1.2 PRICE AND PAYMENT PROCEDURES A. Measurement and Payment 1. Work associated with this Item is considered subsidiary to the various Items bid. No separate payment will be allowed for this Item. 1.3 REFERENCES [NOT USED] 1.4 ADMINISTRATIVE REQUIREMENTS A. Temporary Utilities Obtaining Temporary Service a. Make arrangements with utility service companies for temporary services. b. Abide by rules and regulations of utility service companies or authorities having jurisdiction. c. Be responsible for utility service costs until Work is approved for Final Acceptance. 1) Included are fuel, power, light, heat and other utility services necessary for execution, completion, testing and initial operation of Work. 2. Water a. Contractor to provide water required for and in connection with Work to be performed and for specified tests of piping, equipment, devices or other use as required for the completion of the Work. b. Provide and maintain adequate supply of potable water for domestic consumption by Contractor personnel and City's Project Representatives. c. Coordination 1) Contact City 1 week before water for construction is desired CITY OF FORT WORTH Water and Sanitary Sewer Replacement STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CONTRACT 2021,WSM-C Revised July 1, 2011 CITY PROJECT NO. 103500 015000-2 TEMPORARY FACILITIES AND CONTROLS Page 2 of 4 d. Contractor Payment for Construction Water 1) Obtain construction water meter from City for payment as billed by City's established rates. 3. Electricity and Lighting a. Provide and pay for electric powered service as required for Work, including testing of Work. 1) Provide power for lighting, operation of equipment, or other use. b. Electric power service includes temporary power service or generator to maintain operations during scheduled shutdown. 4. Telephone a. Provide emergency telephone service at Site for use by Contractorpersonnel and others performing work or furnishing services at Site. 5. Temporary Heat and Ventilation a. Provide temporary heat as necessary for protection or completion of Work. b. Provide temporary heat and ventilation to assure safe working conditions. B. Sanitary Facilities 1. Provide and maintain sanitary facilities for persons on Site. a. Comply with regulations of State and local departments of health. 2. Enforce use of sanitary facilities by construction personnel at job site. a. Enclose and anchor sanitary facilities. b. No discharge will be allowed from these facilities. c. Collect and store sewage and waste so as not to cause nuisance or health problem. d. Haul sewage and waste off -site at no less than weekly intervals and properly dispose in accordance with applicable regulation. 3. Locate facilities near Work Site and keep clean and maintained throughout Project. 4. Remove facilities at completion of Project C. Storage Sheds and Buildings 1. Provide adequately ventilated, watertight, weatherproof storage facilities with floor above ground level for materials and equipment susceptible to weather damage. 2. Storage of materials not susceptible to weather damage may be on blocks off ground. 3. Store materials in a neat and orderly manner. a. Place materials and equipment to permit easy access for identification, inspection and inventory. 4. Equip building with lockable doors and lighting, and provide electrical service for equipment space heaters and heating or ventilation as necessary to provide storage environments acceptable to specified manufacturers. 5. Fill and grade site for temporary structures to provide drainage away from temporary and existing buildings. 6. Remove building from site prior to Final Acceptance. D. Temporary Fencing 1. Provide and maintain for the duration or construction when required in contract documents E. Dust Control CITY OF FORT WORTH Water and Sanitary Sewer Replacement STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CONTRACT 2021,WSM-C Revised July 1, 2011 CITY PROJECT NO. 103500 015000-3 TEMPORARY FACILITIES AND CONTROLS Page 3 of 4 1. Contractor is responsible for maintaining dust control through the duration ofthe project. a. Contractor remains on -call at all times b. Must respond in a timely manner F. Temporary Protection of Construction 1. Contractor or subcontractors are responsible for protecting Work from damage due to weather. 1.5 SUBMITTALS [NOT USED] 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED] 1.7 CLOSEOUT SUBMITTALS [NOT USED] 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 1.9 QUALITY ASSURANCE [NOT USED] 1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED] 1.11 FIELD [SITE] CONDITIONS [NOT USED] 1.12 WARRANTY [NOT USED] PART 2 - PRODUCTS [NOT USED] PART 3 - EXECUTION [NOT USED] 3.1 INSTALLERS [NOT USED] 3.2 EXAMINATION [NOT USED] 3.3 PREPARATION [NOT USED] 3.4 INSTALLATION A. Temporary Facilities 1. Maintain all temporary facilities for duration of construction activities as needed. 3.5 [REPAIR] / [RESTORATION] 3.6 RE -INSTALLATION 3.7 FIELD [OR] SITE QUALITY CONTROL [NOT USED] 3.8 SYSTEM STARTUP [NOT USED] 3.9 ADJUSTING [NOT USED] 3.10 CLEANING [NOT USED] 3.11 CLOSEOUT ACTIVITIES A. Temporary Facilities CITY OF FORT WORTH Water and Sanitary Sewer Replacement STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CONTRACT 2021,WSM-C Revised July 1, 2011 CITY PROJECT NO. 103500 015000-4 TEMPORARY FACILITIES AND CONTROLS Page 4 of 4 1. Remove all temporary facilities and restore area after completion of the Work, to a condition equal to or better than prior to start of Work. 3.12 PROTECTION [NOT USED] 3.13 MAINTENANCE [NOT USED] 3.14 ATTACHMENTS [NOT USED] END OF SECTION Revision Log DATE NAME CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 SUMMARY OF CHANGE Water and Sanitary Sewer Replacement CONTRACT 2021,WSM-C CITY PROJECT NO. 103500 01 55 26 - 1 STREET USE PERMIT AND MODIFICATIONS TO TRAFFIC CONTROL Pagel of3 1 SECTION 0155 26 2 STREET USE PERMIT AND MODIFICATIONS TO TRAFFIC CONTROL 3 PART 1 - GENERAL 4 1.1 SUIVEVIARY 5 A. Section Includes: 6 1. Administrative procedures for: 7 a. Street Use Permit 8 b. Modification of approved traffic control 9 c. Removal of Street Signs 10 B. Deviations from this City of Fort Worth Standard Specification 11 1. None. 12 C. Related Specification Sections include, but are not necessarily limited to: 13 1. Division 0 — Bidding Requirements, Contract Forms and Conditions of the Contract 14 2. Division 1 —General Requirements 15 3. Section 34 71 13 — Traffic Control 16 1.2 PRICE AND PAYMENT PROCEDURES 17 A. Measurement and Payment 18 1. Work associated with this Item is considered subsidiary to the various Items bid. 19 No separate payment will be allowed for this Item. 20 1.3 REFERENCES 21 A. Reference Standards 22 1. Reference standards cited in this specification refer to the current reference standard 23 published at the time of the latest revision date logged at the end of this 24 specification, unless a date is specifically cited. 25 2. Texas Manual on Uniform Traffic Control Devices (TMUTCD). 26 1.4 ADMINISTRATIVE REQUIREMENTS 27 A. Traffic Control 28 1. General 29 a. Contractor shall minimize lane closures and impact to vehicular/pedestrian 30 traffic. 31 b. When traffic control plans are included in the Drawings, provide Traffic 32 Control in accordance with Drawings and Section 34 71 13. 33 c. When traffic control plans are not included in the Drawings, prepare traffic 34 control plans in accordance with Section 34 71 13 and submit to City for 35 review. 36 1) Allow minimum 10 working days for review of proposed Traffic Control. CITY OF FORT WORTH Water and Sanitary Sewer Replacement STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CONTRACT 2021,WSM-C Revised March 22, 2021 CITY PROJECT NO. 103500 01 55 26 - 2 STREET USE PERMIT AND MODIFICATIONS TO TRAFFIC CONTROL Page 2 of 3 1 2) A traffic control "Typical" published by City of Fort Worth, the Texas 2 Manual Unified Traffic Control Devices (TMUTCD) or Texas Department 3 of Transportation (TxDOT) canbe used as an alternative to preparing 4 project/site 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 isrequired. 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 7113. 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 Divisionto 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 removalof permanent sign. 30 3. When construction is complete, to the extent that the permanent sign can be 31 reinstalled, contact the City Transportation and Public Works Department, Signs 32 and Markings Division, to reinstall the permanent sign. 33 F. Traffic Control Standards 34 1. Traffic Control Standards can be found on the City's website. 35 1.5 SUBMITTALS [NOT USED] 36 A. Submit all required documentation to City's Project Representative. CITY OF FORT WORTH Water and Sanitary Sewer Replacement STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CONTRACT 2021,WSM-C Revised March 22, 2021 CITY PROJECT NO. 103500 015526-3 STREET USE PERMIT AND MODIFICATIONS TO TRAFFIC CONTROL Page 3 of 3 1 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED] 2 1.7 CLOSEOUT SUBMITTALS [NOT USED] 3 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 4 1.9 QUALITY ASSURANCE [NOT USED] 5 1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED] 6 1.11 FIELD [SITE] CONDITIONS [NOT USED] 7 1.12 WARRANTY [NOT USED] 8 PART 2 - PRODUCTS [NOT USED] 9 PART 3 - EXECUTION [NOT USED] 10 11 12 END OF SECTION Revision Log DATE NAME SUMMARY OF CHANGE 1.4 A. Added language to emphasize minimizing of lane closures and impact to traffic. 1.4 A. 1. c. Added language to allow for use of published traffic control "Typicals" if 3/22/2021 M Owen applicable to specific project/site. 1.4 F. 1) Removed reference to Buzzsaw 1.5 Added language re: submittal of permit CITY OF FORT WORTH Water and Sanitary Sewer Replacement STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CONTRACT 2021,WSM-C Revised March 22, 2021 CITY PROJECT NO. 103500 015713-1 STORM WATER POLLUTION PREVENTION Pagel of 3 SECTION 0157 13 STORM WATER POLLUTION PREVENTION PART 1 - GENERAL 1.1 SUMMARY A. Section Includes: 1. Procedures for Storm Water Pollution Prevention Plans B. Deviations from this City of Fort Worth Standard Specification 1. None. C. Related Specification Sections include, but are not necessarily limited to: 1. Division 0 -- Bidding Requirements, Contract Forms and Conditions of the Contract 2. Division 1 — General Requirements 3. Section 3125 00 — Erosion and Sediment Control 1.2 PRICE AND PAYMENT PROCEDURES A. Measurement and Payment 1. Construction Activities resulting in less than 1 acre of disturbance a. Work associated with this Item is considered subsidiary to the various Items bid. No separate payment will be allowed for this Item. 2. Construction Activities resulting in greater than 1 acre of disturbance a. Measurement and Payment shall be in accordance with Section 3125 00. 1.3 REFERENCES A. Abbreviations and Acronyms 1. Notice of Intent: NOI 2. Notice of Termination: NOT 3. Storm Water Pollution Prevention Plan: SWPPP 4. Texas Commission on Environmental Quality: TCEQ 5. Notice of Change: NOC A. Reference Standards 1. Reference standards cited in this Specification refer to the current reference standard published at the time of the latest revision date logged at the end of this Specification, unless a date is specifically cited. 2. Integrated Storm Management (iSWM) Technical Manual for Construction Controls 1.4 ADMINISTRATIVE REQUIREMENTS A. General 1. Contractor is responsible for resolution and payment of any fines issued associated with compliance to Stormwater Pollution Prevention Plan. CITY OF FORT WORTH Water and Sanitary Sewer Replacement STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CONTRACT 2021,WSM-C Revised July 1, 2011 CITY PROJECT NO. 103500 01 57 13 - 2 STORM WATER POLLUTION PREVENTION Page 2 of 3 B. Construction Activities resulting in: 1. Less than 1 acre of disturbance a. Provide erosion and sediment control in accordance with Section 3125 00 and Drawings. 2. 1 to less than 5 acres of disturbance a. Texas Pollutant Discharge Elimination System (TPDES) General Construction Permit is required b. Complete SWPPP in accordance with TCEQ requirements 1) TCEQ Small Construction Site Notice Required under general permit TXR 150000 a) Sign and post at job site b) Prior to Preconstruction Meeting, send 1 copy to City Department of Transportation and Public Works, Environmental Division, (817) 392- 6088. 2) Provide erosion and sediment control in accordance with: a) Section 3125 00 b) The Drawings c) TXR150000 General Permit d) SWPPP e) TCEQ requirements 3. 5 acres or more of Disturbance a. Texas Pollutant Discharge Elimination System (TPDES) General Construction Permit is required b. Complete SWPPP in accordance with TCEQ requirements 1) Prepare a TCEQ NOI form and submit to TCEQ along with required fee a) Sign and post at job site b) Send copy to City Department of Transportation and Public Works, Environmental Division, (817) 392-6088. 2) TCEQ Notice of Change required if making changes or updates to NOI 3) Provide erosion and sediment control in accordance with: a) Section 3125 00 b) The Drawings c) TXR150000 General Permit d) SWPPP e) TCEQ requirements 4) Once the project has been completed and all the closeout requirements of TCEQ have been met a TCEQ Notice of Termination can be submitted. a) Send copy to City Department of Transportation and Public Works, Environmental Division, (817) 392-6088. 1.5 SUBMITTALS A. SWPPP Submit in accordance with Section 01 33 00, except as stated herein. a. Prior to the Preconstruction Meeting, submit a draft copy of SWPPP to the City as follows: 1) 1 copy to the City Project Manager a) City Project Manager will forward to the City Department of Transportation and Public Works, Environmental Division for review CITY OF FORT WORTH Water and Sanitary Sewer Replacement STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CONTRACT 2021,WSM-C Revised July 1, 2011 CITY PROJECT NO. 103500 01 57 13-3 STORM WATER POLLUTION PREVENTION Page 3 of 3 B. Modified SWPPP 1. If the S WPPP is revised during construction, resubmit modified SWPPP to the City in accordance with Section 01 33 00. 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED] 1.7 CLOSEOUT SUBMITTALS [NOT USED] 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 1.9 QUALITY ASSURANCE [NOT USED] 1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED] 1.11 FIELD [SITE] CONDITIONS [NOT USED] 1.12 WARRANTY [NOT USED] PART 2 - PRODUCTS [NOT USED] PART 3 - EXECUTION [NOT USED] END OF SECTION Revision Log DATE NAME SUMMARY OF CHANGE CITY OF FORT WORTH Water and Sanitary Sewer Replacement STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CONTRACT 2021,WSM-C Revised July 1, 2011 CITY PROJECT NO. 103500 SECTION 0158 13 TEMPORARY PROJECT SIGNAGE PART 1 - GENERAL 1.1 SUMMARY 015813-I TEMPORARY PROJECT SIGNAGE Pagel of 3 A. Section Includes: 1. Temporary Project Signage Requirements B. Deviations from this City of Fort Worth Standard Specification 1. None. C. Related Specification Sections include, but are not necessarily limited to: 1. Division 0 — Bidding Requirements, Contract Forms and Conditions of the Contract 2. Division 1 — General Requirements 1.2 PRICE AND PAYMENT PROCEDURES A. Measurement and Payment 1. Work associated with this Item is considered subsidiary to the various Items bid. No separate payment will be allowed for this Item. 1.3 REFERENCES [NOT USED] 1.4 ADMINISTRATIVE REQUIREMENTS [NOT USED] 1.5 SUBMITTALS [NOT USED] 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED] 1.7 CLOSEOUT SUBMITTALS [NOT USED] 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 1.9 QUALITY ASSURANCE [NOT USED] 1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED] 1.11 FIELD [SITE] CONDITIONS [NOT USED] 1.12 WARRANTY [NOT USED] PART 2-PRODUCTS 2.1 OWNER -FURNISHED [OR] OWNER-SUPPLIEDPRODUCTS [NOT USED] 2.2 EQUIPMENT, PRODUCT TYPES, AND MATERIALS A. Design Criteria 1. Provide free standing Project Designation Sign in accordance with City's Standard Details for project signs. CITY OF FORT WORTH Water and Sanitary Sewer Replacement STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CONTRACT 2021,WSM-C Revised July 1, 2011 CITY PROJECT NO. 103500 0158 13 - 2 TEMPORARY PROJECT SIGNAGE Page 2 of 3 B. Materials 1. Sign a. Constructed of 3/<-inch fir plywood, grade A-C (exterior) or better 2.3 ACCESSORIES [NOT USED] 2.4 SOURCE QUALITY CONTROL [NOT USED] PART 3-EXECUTION 3.1 INSTALLERS [NOT USED] 3.2 EXAMINATION [NOT USED] 3.3 PREPARATION [NOT USED] 3.4 INSTALLATION A. General 1. Provide vertical installation at extents of project. 2. Relocate sign as needed, upon request of the City. B. Mounting options a. Skids b. Posts c. Barricade 3.5 REPAIR / RESTORATION [NOT USED] 3.6 RE -INSTALLATION [NOT USED] 3.7 FIELD [OR] SITE QUALITY CONTROL [NOT USED] 3.8 SYSTEM STARTUP [NOT USED] 3.9 ADJUSTING [NOT USED] 3.10 CLEANING [NOT USED] 3.11 CLOSEOUT ACTIVITIES [NOT USED] 3.12 PROTECTION [NOT USED] 3.13 MAINTENANCE A. General 1. Maintenance will include painting and repairs as needed or directed by the City. 3.14 ATTACHMENTS [NOT USED] END OF SECTION CITY OF FORT WORTH Water and Sanitary Sewer Replacement STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CONTRACT 202I,WSM-C Revised July 1, 2011 CITY PROJECT NO. 103500 01 58 13 -3 TEMPORARY PROJECT SIGNAGE Revision Log DATE NAME SUMMARY OF CHANGE CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 Page 3 of 3 Water and Sanitary Sewer Replacement CONTRACT 2021,WSM-C CITY PROJECT NO. 103500 SECTION 0160 00 PRODUCT REQUIREMENTS PART 1 - GENERAL 1.1 SUMMARY A. Section Includes: 01 60 00 PRODUCT REQUIREMENTS Pagel of 2 1. References for Product Requirements and City Standard Products List B. Deviations from this City of Fort Worth Standard Specification 1. None. C. Related Specification Sections include, but are not necessarily limited to: 1. Division 0 — Bidding Requirements, Contract Forms and Conditions of the Contract 2. Division 1 — General Requirements 1.2 PRICE AND PAYMENT PROCEDURES [NOT USED] 1.3 REFERENCES [NOT USED] 1.4 ADMINISTRATIVE REQUIREMENTS A. A list of City approved products for use is available through the City's website at: https://apps.fortworthtexas.gov/ProjectResources/ and following the directory path; 02 - Construction Documents/Standard Products List B. Only products specifically included on City's Standard Product List in these Contract Documents shall be allowed for use on the Project. 1. Any subsequently approved products will only be allowed for use upon specific approval by the City. C. Any specific product requirements in the Contract Documents supersede similar products included on the City's Standard Product List. 1. The City reserves the right to not allow products to be used for certain projects even though the product is listed on the City's Standard Product List. D. Although a specific product is included on City's Standard Product List, not all products from that manufacturer are approved for use, including but not limited to, that manufacturer's standard product. E. See Section 01 33 00 for submittal requirements of Product Data included on City's Standard Product List. 1.5 SUBMITTALS [NOT USED] 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED] 1.7 CLOSEOUT SUBMITTALS [NOT USED] 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 1.9 QUALITY ASSURANCE [NOT USED] CITY OF FORT WORTH Water and Sanitary Sewer Replacement STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CONTRACT 2021, WSM-C Revised March 9, 2020 CITY PROJECT NO. 103500 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 Water and Sanitary Sewer Replacement STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CONTRACT 2021, WSM-C Revised March 9, 2020 CITY PROJECT NO. 103500 01 66 00 - 1 PRODUCT STORAGE AND HANDLING REQUIREMENTS Page 1 of 4 SECTION 0166 00 PRODUCT STORAGE AND HANDLING REQUIREMENTS PART 1 - GENERAL 1.1 SUMMARY A. Section Includes: 1. Scheduling of product delivery 2. Packaging of products for delivery 3. Protection of products against damage from: a. Handling b. Exposure to elements or harsh environments B. Deviations from this City of Fort Worth Standard Specification 1. None. C. Related Specification Sections include, but are not necessarily limited to: 1. Division 0 — Bidding Requirements, Contract Forms and Conditions of the Contract 2. Division 1 — General Requirements 1.2 PRICE AND PAYMENT PROCEDURES A. Measurement and Payment 1. Work associated with this Item is considered subsidiary to the various Items bid. No separate payment will be allowed for this Item. 1.3 REFERENCES [NOT USED] 1.4 ADMINISTRATIVE REQUIREMENTS [NOT USED] 1.5 SUBMITTALS [NOT USED] 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED] 1.7 CLOSEOUT SUBMITTALS [NOT USED] 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 1.9 QUALITY ASSURANCE [NOT USED] 1.10 DELIVERY AND HANDLING A. Delivery Requirements 1. Schedule delivery of products or equipment as required to allow timely installation and to avoid prolonged storage. 2. Provide appropriate personnel and equipment to receive deliveries. 3. Delivery trucks will not be permitted to wait extended periods of time on the Site for personnel or equipment to receive the delivery. CITY OF FORT WORTH Water and Sanitary Sewer Replacement STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CONTRACT 2021, WSM-C Revised July 1, 2011 CITY PROJECT NO. 103500 016600-2 PRODUCT STORAGE AND HANDLING REQUIREMENTS Page 2 of 4 4. Deliver products or equipment in manufacturer's original unbroken cartons or other containers designed and constructed to protect the contents from physical or environmental damage. 5. Clearly and fully mark and identify as to manufacturer, item and installation location. 6. Provide manufacturer's instructions for storage and handling. B. Handling Requirements 1. Handle products or equipment in accordance with these Contract Documents and manufacturer's recommendations and instructions. C. Storage Requirements 1. Store materials in accordance with manufacturer's recommendations and requirements of these Specifications. 2. Make necessary provisions for safe storage of materials and equipment. a. Place loose soil materials and materials to be incorporated into Work to prevent damage to any part of Work or existing facilities and to maintain free access at all times to all parts of Work and to utility service company installations in vicinity of Work. 3. Keep materials and equipment neatly and compactly stored in locations that will cause minimum inconvenience to other contractors, public travel, adjoining owners, tenants and occupants. a. Arrange storage to provide easy access for inspection. 4. Restrict storage to areas available on construction site for storage of material and equipment as shown on Drawings, or approved by City's Project Representative. 5. Provide off -site storage and protection when on -site storage is not adequate. a. Provide addresses of and access to off -site storage locations for inspection by City's Project Representative. 6. Do not use lawns, grass plots or other private property for storage purposes without written permission of owner or other person in possession or control of premises. 7. Store in manufacturers' unopened containers. 8. Neatly, safely and compactly stack materials delivered and stored along line of Work to avoid inconvenience and damage to property owners and general public and maintain at least 3 feet from fire hydrant. 9. Keep public and private driveways and street crossings open. 10. Repair or replace damaged lawns, sidewalks, streets or other improvements to satisfaction of City's Project Representative. a. Total length which materials may be distributed along route of construction at one time is 1,000 linear feet, unless otherwise approved in writing by City's Project Representative. CITY OF FORT WORTH Water and Sanitary Sewer Replacement STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CONTRACT 2021, WSM-C Revised July 1, 2011 CITY PROJECT NO. 103500 01 6600-3 PRODUCT STORAGE AND HANDLING REQUIREMENTS Page 3 of 1.11 FIELD SITE] CONDITIONS [NOT USED] 1.12 WARRANTY [NOT USED] PART 2 - PRODUCTS [NOT USED] PART 3 - EXECUTION 3.1 INSTALLERS [NOT USED] 3.2 EXAMINATION [NOT USED] 3.3 PREPARATION [NOT USED] 3.4 ERECTION [NOT USED] 3.5 REPAIR / RESTORATION [NOT USED] 3.6 RE -INSTALLATION [NOT USED] 3.7 FIELD [OR] SITE QUALITY CONTROL A. Tests and Inspections 1. Inspect all products or equipment delivered to the site prior to unloading. B. Non -Conforming Work 1. Reject all products or equipment that are damaged, used or in any other way unsatisfactory for use on the project. 3.8 SYSTEM STARTUP [NOT USED] 3.9 ADJUSTING [NOT USED] 3.10 CLEANING [NOT USED] 3.11 CLOSEOUT ACTIVITIES [NOT USED] 3.12 PROTECTION A. Protect all products or equipment in accordance with manufacturer's written directions. B. Store products or equipment in location to avoid physical damage to items while in storage. C. Protect equipment from exposure to elements and keep thoroughly dry if required by the manufacturer. 3.13 MAINTENANCE [NOT USED] 3.14 ATTACHMENTS [NOT USED] END OF SECTION CITY OF FORT WORTH Water and Sanitary Sewer Replacement STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CONTRACT 2021, WSM-C Revised July 1, 2011 CITY PROJECT NO. 103500 01 66 00 - 4 PRODUCT STORAGE AND HANDLING REQUIREMENTS Page 4 of 4 Revision Log DATE NAME SUMMARY OF CHANGE CITY OF FORT WORTH Water and Sanitary Sewer Replacement STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CONTRACT 2021, WSM-C Revised July 1, 2011 CITY PROJECT NO. 103500 01 70 00 - 1 MOBILIZATION AND REMOBILIZATION Page 1 of 6 1 SECTION 0170 00 2 MOBILIZATION AND REMOBILIZATION 3 4 PART1- GENERAL 5 1.1 SUMMARY 6 A. Section Includes: 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 1. Mobilization and Demobilization a. Mobilization 1) Transportation of Contractor's personnel, equipment, and operating supplies to the Site 2) Establishment of necessary general facilities for the Contractor's operation at the Site 3) Premiums paid for performance and payment bonds 4) Transportation of Contractor's personnel, equipment, and operating supplies to another location within the designated Site 5) Relocation of necessary general facilities for the Contractor's operation from 1 location to another location on the Site. b. Demobilization 1) Transportation of Contractor's personnel, equipment, and operating supplies away from the Site including disassembly 2) Site Clean-up 3) Removal of all buildings and/or other facilities assembled at the Site for this Contract c. Mobilization and Demobilization do not include activities for specific items of work that are for which payment is provided elsewhere in the contract. 2. Remobilization a. Remobilization for Suspension of Work specifically required in the Contract Documents or as required by City includes: 1) Demobilization a) Transportation of Contractor's personnel, equipment, and operating supplies from the Site including disassembly or temporarily securing equipment, supplies, and other facilities as designated by the Contract Documents necessary to suspend the Work. b) Site Clean-up as designated in the Contract Documents 2) Remobilization a) Transportation of Contractor's personnel, equipment, and operating supplies to the Site necessary to resume the Work. b) Establishment of necessary general facilities for the Contractor's operation at the Site necessary to resume the Work. 3) No Payments will be made for: a) Mobilization and Demobilization from one location to another on the Site in the normal progress of performing the Work. b) Stand-by or idle time c) Lost profits CITY OF FORT WORTH Water and Sanitary Sewer Replacement STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CONTRACT 2021, WSM-C Revised November 22, 2016 CITY PROJECT NO. 103500 01 70 00 - 2 MOBILIZATION AND REMOBILIZATION Page 2 of 6 1 3. Mobilizations and Demobilization for Miscellaneous Projects 2 a. Mobilization and Demobilization 3 1) Mobilization shall consist of the activities and cost on a Work Order basis 4 necessary for: 5 a) Transportation of Contractor's personnel, equipment, and operating 6 supplies to the Site for the issued Work Order. 7 b) Establishment of necessary general facilities for the Contractor's 8 operation at the Site for the issued Work Order 9 2) Demobilization shall consist of the activities and cost necessary for: 10 a) Transportation of Contractor's personnel, equipment, and operating 11 supplies from the Site including disassembly for each issued Work 12 Order 13 b) Site Clean-up for each issued Work Order 14 c) Removal of all buildings or other facilities assembled at the Site for 15 each Work Oder 16 b. Mobilization and Demobilization do not include activities for specific items of 17 work for which payment is provided elsewhere in the contract. 18 4. Emergency Mobilizations and Demobilization for Miscellaneous Projects 19 a. A Mobilization for Miscellaneous Projects when directed by the City and the 20 mobilization occurs within 24 hours of the issuance of the Work Order. 21 B. Deviations from this City of Fort Worth Standard Specification 22 1. None. 23 C. Related Specification Sections include, but are not necessarily limited to: 24 1. Division 0 — Bidding Requirements, Contract Forms and Conditions of the Contract 25 2. Division 1 — General Requirements 26 1.2 PRICE AND PAYMENT PROCEDURES 27 A. Measurement and Payment [Consult City Department/Division for direction on if 28 Mobilization pay item to be included or the item should be subsidiary. Include the 29 appropriate Section 1.2 A. 1.1 30 1. Mobilization and Demobilization [If subsidiary] 31 a. Measure 32 1) This Item is considered subsidiary to the various Items bid. 33 b. Payment 34 1) The work performed and materials furnished in accordance with this Item 35 are subsidiary to the various Items bid and no other compensation will be 36 allowed. 37 [OR] 38 1. Mobilization and Demobilization [If bid item included for Mobilization — 39 Consultant to provide a maximum % of adjusted contract amount based on the 40 anticipated mobilization costs to limit the amount bid for this item] 41 a. Measure 42 1) This Item will be measured by the lump sum or each as the work 43 progresses. Mobilization is calculated on the base bid only and will not be 44 paid for separately on any additive alternate items added to the Contract. 45 2) Demobilization shall be considered subsidiary to the various bid items. 46 b. Payment CITY OF FORT WORTH Water and Sanitary Sewer Replacement STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CONTRACT 2021, WSM-C Revised November 22, 2016 CITY PROJECT NO. 103500 017000-3 MOBILIZATION AND REMOBILIZATION Page 3 of 6 1 1) For this Item, the adjusted Contract amount will be calculated as the total 2 Contract amount less the lump sum for mobilization. Mobilization shall be 3 made in partial payments as follows: 4 a) When 1% of the adjusted Contract amount for construction Items is 5 earned, 50% of the mobilization lump sum bid or [Insert % the maximum 6 allowed] % of the total Contract amount, whichever is less, will be paid. 7 b) When 5% of the adjusted Contract amount for construction Items is 8 earned, 75% of the mobilization lump sum bid or [Insert the maximum 9 allowed]% of the total Contract amount, whichever is less, will be paid. 10 Previous payments under the Item will be deducted from this amount. 11 c) When 10% of the adjusted Contract amount for construction Items is 12 earned, 100% of the mobilization lump sum bid or [Insert the maximum 13 allowed]% of the total Contract amount, whichever is less, will be paid. 14 Previous payments under the Item will be deducted from this amount. 15 d) A bid containing a total for "Mobilization" in excess of [Insert 16 maximum allowed] % of total contract shall be considered unbalanced 17 and a cause for consideration of rejection. 18 e) The Lump Sum bid for "Mobilization — Paving/Drainage" shall NOT 19 include any cost or sum for mobilization items associated with 20 water/sewer items. Those costs shall be included in the various 21 water/sewer bid Items. Otherwise the bid Items shall be considered 22 unbalanced and a cause for consideration of rejection. 23 f) The Lump Sum bid for "Mobilization — Paving" shall NOT include 24 any cost or sum for mobilization items associated with drainage items. 25 Those costs shall be included in the "Mobilization — Drainage" Lump 26 Sum bid Item. Otherwise the bid Items shall be considered unbalanced 27 and a cause for consideration of rejection. 28 g) The Lump Sum bid for "Mobilization — Drainage" shall NOT 29 include any cost or sum for mobilization items associated with paving 30 items. Those costs shall be included in the "Mobilization — Paving" 31 Lump Sum bid Item. Otherwise the bid Items shall be considered 32 unbalanced and a cause for consideration of rejection. 33 2) The work performed and materials furnished for demobilization in 34 accordance with this Item are subsidiary to the various Items bid and no other 35 compensation will be allowed. 36 [OR] 37 1. Mobilization and Demobilization [If multiple `Mobilization " bid items are used 38 due to different funding (ex. Water and Sewer and Paving and/or Drainage) — 39 Provide detail of each bid item - Consultant to provide detail for each bid item 40 (typically Water/Sewer will be subsidiary and Paving/Drainage will be LS, with 41 possibly separate bid items for Paving and Drainage due to funding)] 42 a. Measure 43 1) This item for Water/Sewer improvements is considered subsidiary to the 44 various Items bid. 45 2) "Mobilization — Paving," "Mobilization — Drainage," and/or "Mobilization 46 — Paving/Drainage" will be measured by the lump sum or each as the work 47 progresses. Mobilization is calculated on the base bid only and will not be 48 paid for separately on any additive alternate items added to the Contract. 49 3) Demobilization shall be considered subsidiary to the various bid items. 50 b. Payment CITY OF FORT WORTH Water and Sanitary Sewer Replacement STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CONTRACT 2021, WSM-C Revised November 22, 2016 CITY PROJECT NO. 103500 Ol 7000-4 MOBILIZATION AND REMOBILIZATION Page 4 of 6 1 1) The work performed and materials furnished in accordance with this Item 2 for Water/Sewer improvements are subsidiary to the various Items bid and no 3 other compensation will be allowed. 4 2) "Mobilization — Paving," "Mobilization — Drainage," and/or "Mobilization 5 — Paving/Drainage", the adjusted Contract amount will be calculated as the 6 total Contract amount for paving, drainage or paving/drainage improvements 7 less the lump sum for mobilization. Mobilization shall be made in partial 8 payments as follows: 9 a) When 1 % of the adjusted Contract amount for construction Items is 10 earned, 50% of the mobilization lump sum bid or [Insert % the maximum 11 allowed] % of the total paving, drainage, or paving/drainage Contract 12 amount, whichever is less, will be paid. 13 b) When 5% of the adjusted Contract amount for construction Items is 14 earned, 75% of the mobilization lump sum bid or [Insert the maximum 15 allowed]% of the total paving, drainage, or paving/drainage Contract 16 amount, whichever is less, will be paid. Previous payments under the Item 17 will be deducted from this amount. 18 c) When 10% of the adjusted Contract amount for construction Items is 19 earned, 100% of the mobilization lump sum bid or [Insert the maximum 20 allowed]% of the total paving, drainage, or paving/drainage Contract 21 amount, whichever is less, will be paid. Previous payments under the Item 22 will be deducted from this amount. 23 d) A bid containing a total for "Mobilization" in excess of /Insert 24 maximum allowed] % of total paving, drainage or paving/drainage 25 contract shall be considered unbalanced and a cause for consideration 26 of rejection. 27 3) The work performed and materials furnished for demobilization in 28 accordance with this Item are subsidiary to the various Items bid and no other 29 compensation will be allowed. 30 2. Remobilization for suspension of Work as specifically required in the Contract 31 Documents 32 a. Measurement 33 1) Measurement for this Item shall be per each remobilization performed. 34 b. Payment 35 1) The work performed and materials furnished in accordance with this Item 36 and measured as provided under "Measurement" will be paid for at the unit 37 price per each "Specified Remobilization" in accordance with Contract 38 Documents. 39 c. The price shall include: 40 1) Demobilization as described in Section 1.1.A.2.a.1) 41 2) Remobilization as described in Section 1.1.A.2.a.2) 42 d. No payments will be made for standby, idle time, or lost profits associated this 43 Item. 44 3. Remobilization for suspension of Work as required by City 45 a. Measurement and Payment 46 1) This shall be submitted as a Contract Claim in accordance with Article 10 47 of Section 00 72 00. 48 2) No payments will be made for standby, idle time, or lost profits associated 49 with this Item. CITY OF FORT WORTH water and Sanitary Sewer Replacement STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CONTRACT 2021, WSM-C Revised November 22, 2016 CITY PROJECT NO. 103500 017000-5 MOBILIZATION AND REMOBILIZATION Page 5 of 6 1 4. Mobilizations and Demobilizations for Miscellaneous Projects 2 a. Measurement 3 1) Measurement for this Item shall be for each Mobilization and 4 Demobilization required by the Contract Documents 5 b. Payment 6 1) The Work performed and materials furnished in accordance with this Item 7 and measured as provided under "Measurement" will be paid for at the unit 8 price per each "Work Order Mobilization" in accordance with Contract 9 Documents. Demobilization shall be considered subsidiary to mobilization 10 and shall not be paid for separately. 11 c. The price shall include: 12 1) Mobilization as described in Section 1.1.A.3.a.1) 13 2) Demobilization as described in Section 1.1.A.3.a.2) 14 d. No payments will be made for standby, idle time, or lost profits associated this 15 Item. 16 5. Emergency Mobilizations and Demobilizations for Miscellaneous Projects 17 a. Measurement 18 1) Measurement for this Item shall be for each Mobilization and 19 Demobilization required by the Contract Documents 20 b. Payment 21 1) The Work performed and materials furnished in accordance with this Item 22 and measured as provided under "Measurement" will be paid for at the unit 23 price per each "Work Order Emergency Mobilization" in accordance with 24 Contract Documents. Demobilization shall be considered subsidiary to 25 mobilization and shall not be paid for separately. 26 c. The price shall include 27 1) Mobilization as described in Section 1.1.A.4.a) 28 2) Demobilization as described in Section 1.1.A.3.a.2) 29 d. No payments will be made for standby, idle time, or lost profits associated this 30 Item. 31 1.3 REFERENCES [NOT USED] 32 1.4 ADMINISTRATIVE REQUIREMENTS [NOT USED] 33 1.5 SUBMITTALS [NOT USED] 34 1.6 INFORMATIONAL SUBMITTALS [NOT USED] 35 1.7 CLOSEOUT SUBMITTALS [NOT USED] 36 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 37 1.9 QUALITY ASSURANCE [NOT USED] 38 1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED] 39 1.11 FIELD [SITE] CONDITIONS [NOT USED] 40 1.12 WARRANTY [NOT USED] CITY OF FORT WORTH Water and Sanitary Sewer Replacement STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CONTRACT 2021, WSM-C Revised November 22, 2016 CITY PROJECT NO. 103500 01 7000-6 MOBILIZATION AND REMOBILIZATION I PART 2 - PRODUCTS [NOT USED] 2 PART 3 - EXECUTION [NOT USED] 3 END OF SECTION 4 DATE NAME Revision Log SUMMARY OF CHANGE Page 6 of 6 11/22/16 Michael Owen 1.2 Price and Payment Procedures - Revised specification, including blue text, to make specification flexible for either subsidiary or paid bid item for Mobilization. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised November 22, 2016 Water and Sanitary Sewer Replacement CONTRACT 2021, WSM-C CITY PROJECT NO. 103500 .", jw� 0001, Section 01 71 23.01- Attachment A Survey Staking Standards February 2017 O:\Specs-Stds Governance Process\Temporary Spec Files\Capital Delivery\Cap Delivery Div 01\01 71 23.16.01_Attachment A_Survey Staking Standards.docx Page 1 of 22 These procedures are intended to provide a standard method for construction staking services associated with the City of Fort Worth projects. These are not to be considered all inclusive, but only as a general guideline. For projects on TXDOT right-of-way or through joint TXDOT participation, adherence to the TXDOT Survey Manual shall be followed and if a discrepancy arises, the TXDOT manual shall prevail. (http://onlinemanuals.txdot.gov/txdotmanuals/ess/ess.Odf) If you have a unique circumstance, please consult with the project manager, inspector, or survey department at 817-392-7925. Table of Contents I. City of Fort Worth Contact Information Il. Construction Colors III. Standard Staking Supplies IV. Survey Equipment, Control, and Datum Standards V. Water Staking VI. Sanitary Sewer Staking VII. Storm Staking Vill. Curb and Gutter Staking IX. Cut Sheets X. As -built Survey O:\Specs-Stds Governance Process\Temporary Spec Files\Capital Delivery\Cap Delivery Div 01\01 71 23.16.01_Attachment A_Survey Staking Standards.docx Page 2 of 22 I. Survev Department Contact Information Physical and mailing address: 8851 Camp Bowie West Boulevard Suite 300 Fort Worth, Texas 76116 Office: (817) 392-7925 Survey Superintendent, direct line: (817) 392-8971 II. Construction Colors The following colors shall be used for staking or identifying features in the field. This includes flagging, paint of laths/stakes, paint of hubs, and any identification such as pin flags if necessary. Utility PROPOSED EXCAVATION ALL ELECTRIC AND CONDUITS POTABLE WATER GAS OR OIL TELEPHONE/FIBER OPTIC SURVEY CONTROL POINTS, BENCHMARKS, PROPERTY CORNERS, RIGHT-OF-WAYS, AND ALL PAVING INCLUDING CURB, SIDEWALK, BUILDING CORNERS SANITARY SEWER IRRIGATION AND RECLAIMED WATER III. Standard Staking Supplies Color WHITE YELLOW ORANGE 211 Item Minimum size Lath/Stake 36"tall Wooden Hub (2"x2" min. square preferred) 6" tall Pin Flags (2.5" x 3.5" preferred) 21" long Guard Stakes Not required PK or Mag nails 1" long Iron Rods (1/2" or greater diameter) 18" long Survey Marking Paint Water -based Flagging 1" wide Marking Whiskers (feathers) 6" long Tacks (for marking hubs) 3/4" long 0:\Specs-Stds Governance Process\Temporary Spec Files\Capital Delivery\Cap Delivery Div 01\01 71 23.16.01_Attachment A_Survey Staking Standards.docx Page 3 of 22 IV. Survev Equipment, Control, and Datum Standards A. City Benchmarks All city benchmarks can be found here: http://fortworthtexas.Rov/itsolutions/GIS/ Look for 'Zoning Maps'. Under 'Layers' , expand 'Basemap Layers', and check on 'Benchmarks'. B. Conventional or Robotic Total Station Equipment I. A minimum of a 10 arc -second instrument is required. II. A copy of the latest calibration report may be requested by the City at any time. It is recommended that an instrument be calibrated by certified technician at least 1 occurrence every 6 months. C. Network/V.R.S. and static GPS Equipment I. It is critical that the surveyor verify the correct horizontal and vertical datum prior commencing work. A site calibration may be required and shall consist of at least 4 control points spaced evenly apart and in varying quadrants. Additional field checks of the horizontal and vertical accuracies shall be completed and the City may ask for a copy of the calibration report at anytime. II. Network GPS such as the Western Data Systems or SmartNet systems may be used for staking of property/R.O.W, forced -main water lines, and rough -grade only. No GPS staking for concrete, sanitary sewer, storm drain, final grade, or anvthing that needs vertical grading with a tolerance of 0.25' or less is allowed. D. Control Points Set All control points set shall be accompanied by a lath with the appropriate Northing, Easting, and Elevation (if applicable) of the point set. Control points can be set rebar, 'X' in concrete, or any other appropriate item with a stable base and of a semi -permanent nature. A rebar cap is optional, but preferred if the cap is marked 'control point' or similarwording. Datasheets are required for all control points set. Datasheet should include: A. Horizontal and Vertical Datum used, Example: N.A.D.83, North Central Zone 4202, NAVD 88 Elevations B. Grid or ground distance. — If ground, provide scale factor used and base point coordinate, Example: C.S.F.=0.999125, Base point=North: O,East=O C. Geoid model used, Example: GEOID12A O:\Specs-Stds Governance Process\Temporary Spec Files\Capital Delivery\Cap Delivery Div 01\01 71 23.16.01_Attachment A_Survey Staking Standards.docx Page 4 of 22 E. Preferred Grid Datum Although many plan sets can be in surface coordinates, the City's preferred grid datum is listed below. Careful consideration must be taken to verify what datum each project is in prior to beginning work. It is essential the surveyor be familiar with coordinate transformations and how a grid/surface/assumed coordinate system affect a project. Proiected Coordinate System: NAD_1983_State PIane_Texas_North_Central_FIPS_4202_Feet Projection: Lambert_ Conformal_ Conic Fa Ise_Easti ng: 1968500.00000000 False —Northing: 6561666.66666667 Central Meridian:-98.50000000 Standard Parallel 1: 32.13333333 Standard Parallel 2: 33.96666667 Latitude —Of —Origin: 31.66666667 Linear Unit: Foot US Geographic Coordinate System: GCS_North_American_1983 Datum: D North American 1983 Prime Meridian: Greenwich Angular Unit: Degree Note: Regardless of what datum each particular project is in, deliverables to the City must be converted/translated into this preferred grid datum. 1 copy of the deliverable should be in the project datum (whatever it may be) and 1 copy should be in the NAD83, TX North Central 4202 zone. See Preferred File Nominp Convention below F. Preferred Deliverable Format txt csv dwg .job G. Preferred Data Format P,N,E,Z,D,N Point Number, Northing, Easting, Elevation, Description, Notes (if applicable) H. Preferred File Naming Convention This is the preferred format: City Project Number_Description_Datum.csv Example for a project that has surface coordinates which must be translated: File 1: C1234 As -built of Water on Main Street Grid NAD83 TXSP 4202.csv O:\Specs-Stds Governance Process\Temporary Spec Files\Capital Delivery\Cap Delivery Div 01\01 71 23.16.01_Attachment A_Survey Staking Standards.docx Page 5 of 22 File 2: C1234_As-built of Water on Main Street —Project Specific Datum.csv Example Control Stakes O:\Specs-Stds Governance Process\Temporary Spec Files\Capital Delivery\Cap Delivery Div 01\01 71 23.16.01_Attachment A_Survey Staking Standards.docx Page 6 of 22 O 1015 I --) ?w z O w �I CP Cr W m z z 0 J 0� z O U Y n, 7 a w J m D r^t z O a w _I W EL.= 100.OD' N=5000.00 E=5000.00 W CY- z. W O U ar Z: 00 = U CQ w J U W Li W V. Water Staking Standards O:\Specs-Stds Governance Process\Temporary Spec Files\Capital Delivery\Cap Delivery Div 01\01 71 23.16.01_Attachment A_Survey Staking Standards.docx Page 7 of 22 A. Centerline Staking —Straight Line Tangents I. Offset lath/stakes every 200' on even stations IL Painted blue lath/stake only, no hub is required III. Grade is to top of pipe (T/P) for 12" diameter pipes or smaller IV. Grade to flow line (F/L) for 16" and larger diameter pipes V. Grade should be 3.50' below the proposed top of curb line for 10" and smaller diameter pipes VI. Grade should be 4.00' below the proposed top of curb line for 12" and larger diameter pipes VII. Cut Sheets are required on all staking and a copy can be received from the survey superintendent Optional: Actual stakes shall consist of a 60D nail or hub set with a whisker B. Centerline Staking - Curves I. If arc length is greater than 100', POC (Point of Curvature) offset stakes should be set at a 25' interval II. Same grading guidelines as above III. Staking of radius points of greater than 100' may be omitted C. Water Meter Boxes I. 7.0' perpendicular offset is preferred to the center of the box II. Center of the meter should be 3.0' behind the proposed face of curb III. Meter should be staked a minimum of 4.5' away from the edge of a driveway IV. Grade is to top of box and should be +0.06' higher than the proposed top of curb unless shown otherwise on the plans D. Fire Hydrants I. Center of Hydrant should be 3.0' behind proposed face of curb II. Survey offset stake should be 7.0' from the center and perpendicular to the curb line or water main III. Grade of hydrants should be +0.30 higher than the adjacent top of curb E. Water Valves & Vaults I. Offsets should be perpendicular to the proposed water main II. RIM grades should only be provided if on plans Example Water Stakes O:\Specs-Stds Governance Process\Temporary Spec Files\Capital Delivery\Cap Delivery Div 01\01 71 23.16.01_Attachment A_Survey Staking Standards.docx Page 8 of 22 FRONT (SIDE FACING �) FRONT NO FLAGGING REQUIRED IN LIEU OF BLUE PAINTED LATH (SIDE FACING �) .i O BACK p �' FRONT FACING R.0-W) a f� (SIDE FACING P r q CONTINUE STAKING BACK OFFSET DISTANCE IDENTIFY o FH TEES, METERS T + EVERY 200' p (SIDE FACNC R.O.N?) N GATE VALE'" CROSSES, � POINT * : CENTERUNE OF [!! 1 1 T WATER LINE + I HUB EIFVAnCN c m ro Q D �~ T/P STATIONING O ,W { T�/P IDENTIFIES TOP OF PIPE _ 'd� Zoo. !AIDENTIFIES CUTf- m OR FILL + J F�(I } HUB PAINTED BLUE, FLUSH ~` GRQUND, Wihi TACK OR BLACKK DOT (OPTIONAL) BLUE HUB PAINTED BLUE WITH BLUE WHISKERS OR 60D NAIL WTH BLUE A. Centerline Staking — Straight Line Tangents I. Inverts shall be field verified and compared against the plans before staking II. Painted green lath/stake WITH hub and tack or marker dot, no flagging required III. 1 offset stake between manholes if manholes are 400' or less apart IV. Offset stakes should be located at even distances and perpendicular to the centerline V. Grades will be per plan and the date of the plans used should be noted VI. If multiple lines are at one manhole, each line shall have a cut/fill and direction noted VII. Stakes at every grade break VIII. Cut sheets are required on all staking Optional: Actual stakes shall consist of a 60D nail or hub set with a whisker B. Centerline Staking— Curves I. If arc length is greater than 100', POC (Point of Curvature) offset stakes should be set at a 25' interval II. Staking of radius points of greater than 100' may be omitted C. Sanitary Sewer Manholes I. 2 offset stakes per manhole for the purpose of providing alignment to the contractor II. Flowline grade should be on the lath/stake for each flowline and direction noted III. RIM grade should only be on the stake when provided in the plans 0:\Specs-Stds Governance Process\Temporary Spec Files\Capital Delivery\Cap Delivery Div 01\01 71 23.16.01_Attachment A_Survey Staking Standards.docx Page 10 of 22 N � w n i rn � Imo' DLn a � n Er m � o rr d ao D Z IN N F, C o 0 N n -< T N V) N N N j �c- n V) rr N cu CL 0_ m o 'n X v (D FRONT (SIDE FACING �) 2nd OFF5ET STAKE FOR AUGNMENT N FOR SSMH'S IRON I (SIDE FACING 7Ind OFFSET STAKE N• FOR 41YI IT N FRONT ro w (SIDE FACING) NO FLAGGING REDUIRED IN LIEU OF GREEN PAINTED LATH MH v! FRONT En (SIDE FACING �) MH 1st OFFSET STAKE a FOR ALIGNMENT ON SS1AH'S SOME STATIONING AS 1 FIRST OFFSET STAPLE 1.' F/L�NA A C g S' HIM r r HUB PAINTED GREEN, FLUSH SHTH 3ROUND, WITH TACK OR BLACK DOT SANITAR7 SLIVER LINE IDENTIFIES UVINDLE STATICNI N G w NO 2ND OFFSET STAKE F� _ FOR MNTERUNE NEEDED S MH FRONT {SIDE FACING ) N � -- 13 4 � 5 RIM n ro R w 19 FA HE n C IOENTI FIES FLQWUNE OF NORTH PIPE GRADE 4 _ RIM IDENTIFIES CUT — BECAUSE STATIONING BETINEEN SWH'S WAS LESS THAN 400', SPU T OR FILL + FOR NORTH PIPE F� THE DIFFERENCE AND SET 15TAKE IN THE MIDDLE IDENTIFIES FLOkUNE OF SOUTH PIPE GRADE A IDENTIFIES CUT - OR FILL + FOR :SOUTH PIPE �r Via' 9SXxoA coLyxlki11� O Y ��yIF.4 IDENTIFIES RIM GRADE IDENOUTIFIES CUT — OR FILL -F T4 TDPOr NANHOLE G. ..� (per) HU13 PAINTED GREEN 1TH OLU-^� E W8SFCER00 S OR tlD NAIL VATH EWE MMISKERS VII. Storm Sewer & Inlet Staking A. Centerline Staking — Straight Line Tangents I. 1 offset stake every 200' on even stations II. Grades are to flowline of pipe unless otherwise shown on plans III. Stakes at every grade break IV. Cut sheets are required on all staking Optional: Actual stakes shall consist of a 60D nail or hub set with a whisker B. Centerline Staking — Curves I. If arc length is greater than 100', POC (Point of Curvature) offset stakes should be set at a 25' interval II. Staking of radius points of greater than 100' may be omitted C. Storm Drain Inlets I. Staking distances should be measured from end of wing II. Standard 10' Inlet = 16.00' total length III. Recessed 10' Inlet = 20.00' total length IV. Standard double 10' inlet = 26.67' total length V. Recessed double 10' inlet = 30.67' total length D. Storm Drain Manholes I. 2 offset stakes per manhole for the purpose of providing alignment to the contractor II. Flowline grade should be on the lath/stake for each flowline and direction noted III. RIM grade should only be on the stake when provided in the plans 0:\Specs-Stds Governance Process\Temporary Spec Files\Capital Delivery\Cap Delivery Div 01\01 71 23.16.01_Attachment A_Survey Staking Standards.docx Page 12 of 22 Example Storm Inlet Stakes FRONT FRONT {SIDE FACING } (SIDE FACING Ck; o NO =LAGGING REQUIRED o IN LIEU OF PINK PAINTED LATHUY y n � M m Fn 1 M BACK BACK (90E FACING FLEM) ODE FAMNC R.GQW.) IDENTinES WHM-I 1*1 IDENWIM 'AHICH POINT END 0- THE WIND PUNT # !, END OF THE YANG BEING STAKED BEING STAKED N N iUB ELEVATIM o 11 INLET STATION HUB ELEVATUN (IF NorEO ON PLANS) T IDENTIRES GRADE TO TCP OF CURB T/G n -n 0 O ra 13 IDENTIFIES GRADE TO FLDWUNE I I Pk OWTANGES FOR INLET8 0ANDARD 10' - 10' RECESSED W - 21e STANDMI) DOUBLE 1a' - 26.67 HUB H1TH TACK T — — — — RECE5ScD DOUBLE 1a_- 3o 67 I LACK OF INLET I AIAMRHOLE I bI •.� of I BACK OF CURB- ti -. WK OF CURB- - - - _-•-YANG °ate••'- -.•t.••• .. I'... .._ _ .•'• %'. •'•1VINgu.•.�:ir-- - - 171.0WINE FACE OF INLET FACE OT INLET FLOYRJNE EDGE OF PAVEMENT MGF 13F PAVFMFNT I EDGE OF PAVEMENT EDGE #PAVEMENT O:\Specs-Stds Governance Process\Temporary Spec Files\Capital Delivery\Cap Delivery Div 01\01 71 23.16.01—Attachment A_Survey Staking Standards.docx Page 13 of 22 VIII. Curb and Gutter Staking A. Centerline Staking — Straight Line Tangents V. 1 offset stake every 50' on even stations VI. Grades are to top of curb unless otherwise shown on plans VII. Stakes at every grade break VIII. Cut sheets are required on all staking Optional: Actual stakes shall consist of a 60D nail or hub set with a whisker B. Centerline Staking— Curves III. If arc length is greater than 100', POC (Point of Curvature) offset stakes should be set at a 25' interval IV. Staking of radius points of greater than 100' may be omitted 0:\Specs-Stds Governance Process\Temporary Spec Files\Capital Delivery\Cap Delivery Div 01\0171 23.16.01_Attachment A_Survey Staking Standards.docx Page 14 of 22 FRONT (SIDE FACING q-) BACK (SIDE FACING Raw ) PCINT ly 1 HUB ELEVATION 4� j Example Curb & Gutter Stakes ss IOENnFlE9 OFFSET Is r0 BACK CF CURB OR F/C �i FOR FACE OF CUF® FRONT � (SIDE FACING CE) 4 o FRONT IDINTIPIS END {SE)E FACING IF} POINT OF T GENT 9 FRONTSTART P PONTENWICS OF OURYATURE &' (SIDE FACNO La �I m a PT y r� '8 T� p� f2 ZZZ 4 Q 9�4 III I IDENTIMES GRADE IS 76 TOP OF CUFO ,{ NO CRA17E ON RAPI45 PQINT5 p NO FLAGGING REQUIRED IN LIEU OF PINK PAINTED LATH + f1 r +I r TOP OF CURB —ter --r,. rr•'�—� —�� BACK OF CURB --- —rrr OF L+ FACE OF CURB I I------� L __-- 'Pie FLO WLI NE EDGE OF PAVEMENT Example Curb & Gutter Stakes at Intersection O:\Specs-Stds Governance Process\Temporary Spec Files\Capital Delivery\Cap Delivery Div 01\01 71 23.16.01_Attachment A_Survey Staking Standards.docx Page 15 of 22 LA a cn C. O G (D 7 N W 3 A 01 � O C I> n 0) � f'1 ID s 3 3 -a m o r* a Iv y 00 IT IN C a � Z � 0 m T N (n LO NJ r* to � l7 a (n ' rr d � v a m a m H Cl / XIN -p v •0' O/C STAKE 13- 0/f S1AKE WXRrDE Al W/CRAJE AT EVIN STATION EVEN STATION n n n It in n n W MAX. DISTANCE I OKY MAX. DISTAISCE I 0V MAX. DISTANCE I 03' NA). L15TANCE I of VAX. DISTANCE I 00 MAX. DI5TANCE I - al I I I I I I c I i 1 1 1 1 1 r BACK OF BACK I OF CM T F 4Rr IFYrIH R MATEh THAN 1G0, S OI 57' NA)L 17STkNCF I O \� A VLX; UI`-bLI SIAKL SH.AJID OF AFT 050' "t CISTANCE f I I TlE STAKE S ` / /TJ �`\ 7 -1I� ri1 �O � WAT STA KE L' Ir it,0/6 'TAKE !T PO \ /i �% \ W/IiFADE / Al YI Al � K/GRRACEAT EVEN STAT'AI UJ ` Y �. S KE WI AG AT EI&H STATION Q�/ �. / ST; /-� 1S Q S �C\ W/CaAAE KE , Am*AMRAT PIT i AT PC' 30' RADIUS� 30' RRDILS A!/H4 MADE � � F9114T � � W/NO CRADF 13 N C 10' 0/S v, �+ 1 D' O/S STAKE STAtiE W,f:RAIIF AT '�, t Q (B W ADE AT EWN STRTICN EVES STATION TYP . FRONT (SIDE FACING 1�- i a O 0 f6CTIEIS TO PACK OF CJR9 TIC l3 IX. Cut Sheets A. Date of field work B. Staking Method (GPS, total station) C. Project Name D. City Project Number (Example: C01234) E. Location (Address, cross streets, GPS coordinate) F. Survey company name G. Crew chief name H. A blank template can be obtained from the survey superintendent (see item I above) Standard City Cut Sheet City Project Date: Number: Project Name: ❑ TOTAL Staking Method: ❑ GPS STATION ❑ OTHER LOCATION: CONSULTANT/CONTRACTOR SURVEY CREW INITIALS ALL GRADES ARE TO FLOWLINE OR TOP OF CURB UNLESS OTHERWISE NOTED. OFFSET PROP. STAKED PT # STATION DESCRIPTION -CUT +FILL -LT/+RT GRADE ELEV. 0:\Specs-Stds Governance Process\Temporary Spec Files\Capital Delivery\Cap Delivery Div 01\0171 23.16.01_Attachment A_Survey Staking Standards.docx Page 17 of 22 X. As -built Survev A. Definition and Purpose The purpose of an as -built survey is to verify the asset was installed in the proper location and grade. Furthermore, the information gathered will be used to supplement the City's GIS data and must be in the proper format when submitted. See section IV. As -built survey should include the following (additional items may be requested): Manholes Top of pipe elevations every 250 feet Horizontal and vertical points of inflection, curvature, etc. (All Fittings) Cathodic protection test stations Sampling stations Meter boxes/vaults (All sizes) Fire lines Fire hydrants Gate valves (rim and top of nut) Plugs, stub -outs, dead-end lines Air Release valves (Manhole rim and vent pipe) Blow off valves (Manhole rim and valve lid) Pressure plane valves Cleaning wyes Clean outs Casing pipe (each end) Inverts of pipes Turbo Meters O:\Specs-Stds Governance Process\Temporary Spec Files\Capital Delivery\Cap Delivery Div 01\0171 23.16.01_Attachment A_Survey Staking Standards.docx Page 18 of 22 B. Example Deliverable A hand written red line by the field surveyor is acceptable in most cases. This should be a copy of the plans with the point number noted by each asset. If the asset is missing, then the surveyor should write "NOT FOUND" to notify the City. O:\Specs-Stds Governance Process\Temporary Spec Files\Capital Delivery\Cap Delivery Div 01\01 71 23.16.01_Attachment A_Survey Staking Standards.docx Page 19 of 22 OMNI O:\Specs-StdsGovennanceProcess\Tempor rySpecFi|es\Capha|Ddivery\[apDe|iveryDivU1\U171 Z}.1G.01_AttachmentA—SunayStaking Standards.docx - IrWL A1:d.A7OW AM STAO6Tm - 12WL MCM DR) STAO,Opdp STA&,Om - IYWL LFLA'D LIW RV£ EUO& SALVAGE EXIST, ppM. L�WATER TO � IrTEE CXMWr ER dMSTAILs hOSOUD SLEEVE `h,rX I-Irx �,jr4trwRlzLiEAID rf-4w ' PAR hACf VA E hOiv'@7.pp93 21 ' #,SW JtN E-2296.Y=79'/ v 1 sir �ay. PA Fs1 MA ,( Yul.-DAY81iS61 �- P BLK 6 31W rrrr ftf rW" jM.ZA= W AE]IOVE EXfSI. Z WAM / u -H h5 raff L O cgs v� rFY -I iw, SrA ftw- OWL / lsrAb hP�'YFJ1l.9EMO STAOAKTS - tr'R , y, E-224S -WO hPX FAWI _K h FM VM/WANI+� ALF 9IM~ LEAD hPiATE VAIM E�96ffi9?38B 7iar ,� t:P. era aocrr. Ar rf.+w.n XC� Pik � Md4LTQTB�OO E4ffiiiDiWOO fl'iY. 72iR7 LA'MWE i SALVAME \ EMT. WE VANE FA i� Q N `� .�'', Y �J ter• q,II t ww _•� - SrA. OQ]OG - OWL MI" AW fNSTA1L STA 0'S758 - O /NSTALG 040w - Irw AU, h OAu saw SLEEVE t O �SVERl.liEA'! tk-:12 .RSVERr. BEYD5T LF OF OWATER PrE S `� 52-96WOMECr TO LVSr. CWATER E229=32&3 WMA= A�N/II,i499 E-22WJ09 /36 PROPOSED SAvrrA4r SA SEE SHEE] O:\Specs-Stds Governance Process\Temporary Spec Files\Capital Delivery\Cap Delivery Div 01\01 71 23.16.01_Attachment A_Survey Staking Standards.docx Page 21 of 22 i v WT ss 23.16.01_Attachment A_Survey Staking Standards.docx Page 22 of 22 (JNNy fadf � BLK 29 ' I LDTY Lor, 9GS CAlNn N.lr/mp IftnMiNWR1.Vll1 LLJ I SANITARf SEWER 5ERYCE W/ CYF_AWUT �1'rAYr„ W I 1 Wry 2AYTON RID. W. co N 4Y N W L.. fR. 12Wo1er , � � l2' WATER O NI . 9 IfH UNE A - L 3659 wy -_` W A rtY v 9 v d SAY. SEWER /,.. iF STA 1.67.U-855 LINE A- ID! L I Q v Ex6T. STAOi)CU.dfll - sw wm N �.p , MST.STAM0.L--365f i' REMOVE EXisT.SSYH CaYSMAT, 5 Lf Of dSS LINE may, M%CCaUAR & H INCLUDE ' / S W/CCYX/M 0 YH WSEAT ! V 1f W/ (XkPA05U1' PROTELTAri CONNECT PROP 8 SS WWJ CQWECT PAOR BSS (NEASf) TO PM SSYH. N-69f661'X, P E.2296559?31 MY MAP NO.2018-380, 2018-3" MAPSCO PAGE NO.74N, S, T, W O:\Spec:, 2.00 1100 )1\0171 23.16.01_Attachment A_Survey Staking Standards.docx Page 23 of 23 Obviously the .csv or Axt file cannot be signed/sealed by a surveyor in the format requested. This is just an example and all this information should be noted when delivered to the City so it is clear to what coordinate system the data is in. POINT NO. NORTHING EASTING ELEV. DESCRIPTION 1 6946257.189 2296079.165 726.09 SSMH RIM 2 69462%893 2296062.141 725.668 GV RIM �u�lzG 3 6946307.399 2296038.306 726.85 GV RIM COc-1>1t-- 64 ES 4 6946220,582 2296011.025 723.358 55MH RIM 5 6946195.23 2296015.116 722.123 GV RIM /J 6 6946190.528 2296022.721 722.325 FH 7 6946136.012 2295992.115 719.448 WM RIM 8 6946002.267 2295919.133 713.331 WM RIM 9 6946003.056 2295933.418 713.652 CO RIM Ll 10 6945984.677 2295880.52 711,662 SSMH RIM 11 6945986.473 2295869.892 710,046 WM RIM 12 6945895,077 2295860.962 707.72 WM RIM r� UU�C fi_ L 13 6945896.591 2295862.188 708.205 WM RIM 14 6945934.286 2295841.925 709.467 WM RIM 15 6945936.727 2295830.441 710.084 CO RIM C G wij S 16 6945835.678 2295799.707 707.774 SSMH RIM 17 6945817.488 2295827.011 708,392 S5MH RIM 18 6945759.776 2295758.643 711,218 SSMH RIM 19 6945768.S63 2295778.424 710.086 GV RIM 20 6945743.318 2295788.392 710.631 GV RIM 21 6945723.219 2295754.394 712,849 GV RIM 22 6945682.21 2295744.22 716,686 WM RIM 23 6945621.902 2295669.471 723.76 WM RIM 24 6945643,407 2295736.03 719.737 CO RIM CA �� �� `1 WET 25 6945571,059 2295655.195 727.514 SSMH RIM 26 6945539,498 2295667.803 729,123 WM RIM 7c) 27 6945519.834 2295619.49 732.689 WM RIM C� J G. r✓-j C C � a r 28 6945417.879 2295580.27 740.521 WM RIM 29 6945456,557 2295643.145 736.451 CO RIM 30 6945387.356 2295597.101 740.756 GV RIM 31 6945370.688 2295606.793 740.976 GV RIM Foe- 5vr-69-t I 32 6945383.53 2295610.559 740.408 FH 33 6945321.228 2295551.105 746.34 WM RIM 34 6945319.365 2295539.728 746.777 CO RIM 35 6945242,289 2295570.715 748.454 WM RIM 36 37 6945233.624 6945206.483 2295544.626 2295529.305 749.59 SSMH RIM 751,058 WM RIM n 38 6945142,015 2295557.666 750.853 WM RIM 39 6945113.445 2295520.335 751.871 WM RIM 40 6945049.02 2295527.345 752.257 SSMH RIMS of 41 6945041.024 2295552.675 751.79 WM RIM TE 42 6945038.878 2295552.147 751.88 WM RIM A-P 4 SAY 43 6945006.397 2295518.135 752.615 WM RIM 44 6944944.782 2295520.635 752.801 WM RIM 45 6944943.432 2295556.479 752.156 WM RIM 46 6944860.416 2295534.397 752.986 SSMH RIM Q O:\Specs-Stds Governance Process\Temporary Spec Files\Capital Delivery\Cap Delivery Div 01\01 71 23.16.01_Attachment A_Survey Staking Standard5.docx Page 24 of 24 C. Other preferred as -built deliverable Some vendors have indicated that it is easier to deliver this information in a different format. Below is an example spreadsheet that is also acceptable and can be obtained by request from the survey superintendent. O:\Specs-Stds Governance Process\Temporary Spec Files\Capital Delivery\Cap Delivery Div 01\01 71 23.16.01_Attachment A_Survey Staking Standards.docx Page 25 of 25 WHome Insert Page layout Formulas Data Nniew Vim Acrobat Y Cot Cabo 11 A A ins �/' ®rwrapTell General I ',* I Normal � Bad Al2 Good Neutral [akvlatbn El4 Cpq . Paste B / II j ' Q • � n Merge d Gerdes • 1 % e •,yaa Contldlonal Format EWbnatory... Followed HY... Hyperlink Mptlt _ Insest Delete • Format Pakaer ; Formatting• as Tank• CI,pbo3stl Font Alignment Numae Styles Cells N31'�'.- ------ ----- --- -_.... ._ .._.-- _..__---- -------- A 8 C D E F G - H I 3 X I. M N --- - -- Prof W Name and NtaMW (Street Name) Meter Boxes Fire hydrants 2 3ha BF61Falai[omkiaaksiexas Nat EW4VdW TTIPLLW6rtery I $a MI&iil Cbwk-exar 9`a fiF4&* CawitlsmOts.T- StBi 6F!(Grbl AIM tesTemm 81llBrkil kcTaua IM EWad= 3 NC 4202 NC 4M NC pat PIC NCII02 NC41g2 K4202 N(Y)-6934779.6510' N(Y)-6934784.3970' I N(Y)-6934790.8950' N(Y)•6934791.0300' 4 am.gs 7I8.107 0.25.00 alu2 a11,42 ne3ss 5 E(X)•2320950.1460' E(X)-2520924375a �NM-RSW94310' E(X)-2310959.7660' E(1q-23209519640' 6 N(Y)-6935913.4620' N(Y)-69359793410' N(Y). !IS979.1SIV ll•53d9 716.838 0.90.OS 12.19.71 12.1956 714.431 7 E(XI.2320942.4830' E(X)-2320922.6940' E(X)-2320949.6250' Epq-69359nASW I 6 N(Y)-MS%2.63/0' N(Y)-6934849.8250' I N(()•6936859.5080' N(Y)-6936649.991a 11.92d7 717.489 0.90.L5 s 10.99.76 20.90.23 704141' 9 EM-2320966.62W E(X)-2320960.1410' i EM-232096t1.4650' EM-232DM.4259 � 10 N(y)-035952.1519 N(Y)-6934854.8750' NM-837492-243C i650' N(Y)-6937491. ll•gi93 71S.OM 0.95.M 27.32.65 27.l231 � 69658 11 EM-2320897J+260' �E(X)•2320959.90M E00-2320938.8970' E(0-2320932.5950' �' N(Y)-6935974.74g0 N(Y)-6934655.4510' 12.15.17 715.001 0.96A1 13 E(X0.23209423170' �E(XJ-232092237W 14 N(YI.6936811.2940' N(YIE934959.S300' 20.51.69 704.M 1.9936 i I 15 E(1).232D935.9070' E(X)-23210959.026a 16 N(Y)-M7494.S29a N(Y)fi934962.1570' 27.35.00 E(X)-2320930_S430' 697.071 2402.73 IE(X)•2320921.8150' 17 _ 017123-1 CONSTRUCTION STAKING AND SURVEY Page 1 of 8 SECTION 01 71 23 CONSTRUCTION STAKING AND SURVEY PART 1 - GENERAL 1.1 SUMMARY A. Section Includes: Requirements for construction staking and construction survey B. Deviations from this City of Fort Worth Standard Specification 1. None. C. Related Specification Sections include, but are not necessarily limited to: 1. Division 0 — Bidding Requirements, Contract Forms and Conditions of the Contract 2. Division 1 — General Requirements 1.2 PRICE AND PAYMENT PROCEDURES A. Measurement and Payment Construction Staking a. Measurement 1) Measurement for this Item shall be by lump sum. b. Payment 1) The work performed and the materials furnished in accordance with this Item shall be paid for at the lump sum price bid for "Construction Staking". 2) Payment for "Construction Staking" shall be made in partial payments prorated by work completed compared to total work included in the lump sum item. c. The price bid shall include, but not be limited to the following: 1) Verification of control data provided by City. 2) Placement, maintenance and replacement of required stakes and markings in the field. 3) Preparation and submittal of construction staking documentation in the form of "cut sheets" using the City's standard template. 2. Construction Survey a. Measurement 1) This Item is considered subsidiary to the various Items bid. b. Payment 1) The work performed and the materials furnished in accordance with this Item are subsidiary to the various Items bid and no other compensation will be allowed. As -Built Survey a. Measurement 1) Measurement for this Item shall be by lump sum. b. Payment 1) The work performed and the materials furnished in accordance with this Item shall be paid for at the lump sum price bid for "As -Built Survey". CITY OF FORT WORTH Water and Sanitary Sewer Replacement STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CONTRACT 2021, WSM-C Revised February 14, 2018 CITY PROJECT NO. 103500 01 71 23 - 2 CONSTRUCTION STAKING AND SURVEY Page 2 of 8 2) Payment for "Construction Staking" shall be made in partial payments prorated by work completed compared to total work included in the lump sum item. c. The price bid shall include, but not be limited to the following:: 1) Field measurements and survey shots to identify location of completed facilities. 2) Documentation and submittal of as -built survey data onto contractor redline plans and digital survey files. 1.3 REFERENCES A. Definitions 1. Construction Survev - The survey measurements made prior to or while construction is in progress to control elevation, horizontal position, dimensions and configuration of structures/improvements included in the Project Drawings. 2. As -built Survev —The measurements made after the construction of the improvement features are complete to provide position coordinates for the features of a project. 3. Construction Staking — The placement of stakes and markings to provide offsets and elevations to cut and fill in order to locate on the ground the designed structures/improvements included in the Project Drawings. Construction staking shall include staking easements and/or right of way if indicated on the plans. 4. Survev "Field Checks" — Measurements made after construction staking is completed and before construction work begins to ensure that structures marked on the ground are accurately located per Project Drawings. B. Technical References 1. City of Fort Worth — Construction Staking Standards (available on City's Buzzsaw website) — 01 71 23.16.01— Attachment A Survey Staking Standards 2. City of Fort Worth - Standard Survey Data Collector Library (fxl) files (available on City's Buzzsaw website). 3. Texas Department of Transportation (TxDOT) Survey Manual, latest revision 4. Texas Society of Professional Land Surveyors (TSPS), Manual of Practice forLand Surveying in the State of Texas, Category 5 1.4 ADMINISTRATIVE REQUIREMENTS A.The Contractor's selection of a surveyor must comply with Texas Government Code 2254 (qualifications based selection) for this project. 1.5 SUBMITTALS A. Submittals, if required, shall be in accordance with Section 0133 00. B. All submittals shall be received and reviewed by the City prior to delivery ofwork. 1.6 ACTION SUBMITTALSANFORMATIONAL SUBMITTALS A. Field Quality Control Submittals CITY OF FORT WORTH Water and Sanitary Sewer Replacement STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CONTRACT 2021, WSM-C Revised February 14, 2018 CITY PROJECT NO. 103500 017123-3 CONSTRUCTION STAKING AND SURVEY Page 3 of 8 1. Documentation verifying accuracy of field engineering work, including coordinate conversions if plans do not indicate grid or ground coordinates. 2. Submit "Cut -Sheets" conforming to the standard template provided by the City (refer to 01 71 23.16.01 — Attachment A — Survey Staking Standards). 1.7 CLOSEOUT SUBMITTALS B. As -built Redline Drawing Submittal 1. Submit As -Built Survey Redline Drawings documenting the locations/elevations of constructed improvements signed and sealed by Registered Professional Land Surveyor (RPLS) responsible for the work (refer to 01 71 23.16.01— Attachment — Survey Staking Standards) . 2. Contractor shall submit the proposed as -built and completed redline drawing submittal one (1) week prior to scheduling the project final inspection for City review and comment. Revisions, if necessary, shall be made to the as -built redline drawings and resubmitted to the City prior to scheduling the construction final inspection. 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 1.9 QUALITY ASSURANCE A. Construction Staking 1. Construction staking will be performed by the Contractor. 2. Coordination a. Contact City's Project Representative at least one week in advance notifying the City of when Construction Staking is scheduled. b. It is the Contractor's responsibility to coordinate staking such that construction activities are not delayed or negatively impacted. 3. General a. Contractor is responsible for preserving and maintaining stakes. If City surveyors are required to re -stake for any reason, the Contractor will be responsible for costs to perform staking. If in the opinion of the City, a sufficient number of stakes or markings have been lost, destroyed disturbed or omitted that the contracted Work cannot take place then the Contractor will be required to stake or re -stake the deficient areas. B. Construction Survey 1. Construction Survey will be performed by the Contractor. 2. Coordination a. Contractor to verify that horizontal and vertical control data established in the design survey and required for construction survey is available and in place. 3. General a. Construction survey will be performed in order to construct the work shown on the Construction Drawings and specified in the Contract Documents. b. For construction methods other than open cut, the Contractor shall perform construction survey and verify control data including, but not limited to, the following: 1) Verification that established benchmarks and control are accurate. CITY OF FORT WORTH Water and Sanitary Sewer Replacement STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CONTRACT 2021, WSM-C Revised February 14, 2018 CITY PROJECT NO. 103500 01 71 23 - 4 CONSTRUCTION STAKING AND SURVEY Page 4 of 8 2) Use of Benchmarks to furnish and maintain all reference lines and grades for tunneling. 3) Use of line and grades to establish the location of the pipe. 4) Submit to the City copies of field notes used to establish all lines and grades, if requested, and allow the City to check guidance system setup prior to beginning each tunneling drive. 5) Provide access for the City, if requested, to verify the guidance system and the line and grade of the carrier pipe. 6) The Contractor remains fully responsible for the accuracy of the work and correction of it, as required. 7) Monitor line and grade continuously during construction. 8) Record deviation with respect to design line and grade once at each pipe joint and submit daily records to the City. 9) If the installation does not meet the specified tolerances (as outlined in Sections 33 05 23 and/or 33 05 24), immediately notify the City and correct the installation in accordance with the Contract Documents. C. As -Built Survey 1. Required As -Built Survey will be performed by the Contractor. 2. Coordination a. Contractor is to coordinate with City to confirm which features require as - built surveying. b. It is the Contractor's responsibility to coordinate the as -built survey and required measurements for items that are to be buried such that construction activities are not delayed or negatively impacted. c. For sewer mains and water mains 12" and under in diameter, it is acceptable to physically measure depth and mark the location during the progress of construction and take as -built survey after the facility has been buried. The Contractor is responsible for the quality control needed to ensure accuracy. 3. General a. The Contractor shall provide as -built survey including the elevation and location (and provide written documentation to the City) of construction features during the progress of the construction including the following: 1) Water Lines a) Top of pipe elevations and coordinates for waterlines at the following locations: (1) Minimum every 25O linear feet, including (2) Horizontal and vertical points of inflection, curvature, etc. (3) Fire line tee (4) Plugs, stub -outs, dead-end lines (5) Casing pipe (each end) and all buried fittings 2) Sanitary Sewer a) Top of pipe elevations and coordinates for force mains and siphon sanitary sewer lines (non -gravity facilities) at the following locations: (1) Minimum every 25O linear feet and any buried fittings (2) Horizontal and vertical points of inflection, curvature, etc. 3) Stormwater — Not Applicable CITY OF FORT WORTH Water and Sanitary Sewer Replacement STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CONTRACT 2021, WSM-C Revised February 14, 2018 CITY PROJECT NO. 103500 01 71 23 - 5 CONSTRUCTION STAKING AND SURVEY Page 5 of 8 b. The Contractor shall provide as -built survey including the elevation and location (and provide written documentation to the City) of construction features after the construction is completed including the following: 1) Manholes a) Rim and flowline elevations and coordinates for each manhole 2) Water Lines a) Cathodic protection test stations b) Sampling stations c) Meter boxes/vaults (All sizes) d) Fire hydrants e) Valves (gate, butterfly, etc.) f) Air Release valves (Manhole rim and vent pipe) g) Blow off valves (Manhole rim and valve lid) h) Pressure plane valves i) Underground Vaults (1) Rim and flowline elevations and coordinates for each Underground Vault. 3) Sanitary Sewer a) Cleanouts (1) Rim and flowline elevations and coordinates for each b) Manholes and Junction Structures (1) Rim and flowline elevations and coordinates for each manhole and junction structure. 4) Stormwater — Not Applicable 1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED] 1.11 FIELD [SITE] CONDITIONS [NOT USED] 1.12 WARRANTY PART 2 - PRODUCTS A. A construction survey will produce, but will not be limited to: 1. Recovery of relevant control points, points of curvature and points of intersection. 2. Establish temporary horizontal and vertical control elevations (benchmarks) sufficiently permanent and located in a manner to be used throughout construction. 3. The location of planned facilities, easements and improvements. a. Establishing final line and grade stakes for piers, floors, grade beams, parking areas, utilities, streets, highways, tunnels, and other construction. b. A record of revisions or corrections noted in an orderly manner for reference. c. A drawing, when required by the client, indicating the horizontal and vertical location of facilities, easements and improvements, as built. 4. Cut sheets shall be provided to the City inspector and Survey Superintendent for all construction staking projects. These cut sheets shall be on the standard citytemplate which can be obtained from the Survey Superintendent (817-392-7925). 5. Digital survey files in the following formats shall be acceptable: a. AutoCAD (.dwg) b. ESRI Shapefile (.shp) CITY OF FORT WORTH Water and Sanitary Sewer Replacement STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CONTRACT 2020, WSM-G Revised February 14, 2018 CITY PROJECT NO. 103411 01 71 23 - 6 CONSTRUCTION STAKING AND SURVEY Page 6 of 8 c. CSV file (.csv), formatted with X and Y coordinates in separate columns (use standard templates, if available) 6. Survey files shall include vertical and horizontal data tied to original project control and benchmarks, and shall include feature descriptions PART 3-EXECUTION 3.1 INSTALLERS A.Tolerances: The staked location of any improvement or facility should be as accurate as practical and necessary. The degree of precision required is dependent on many factors all of which must remain judgmental. The tolerances listed hereafter are based on generalities and, under certain circumstances, shall yield to specific requirements. The surveyor shall assess any situation by review of the overall plans and through consultation with responsible parties as to the need for specific tolerances. a. Earthwork: Grades for earthwork or rough cut should not exceed 0.1 ft. vertical tolerance. Horizontal alignment for earthwork and rough cut should not exceed 1.0 ft. tolerance. b. Horizontal alignment on a structure shall be within .0.1 ft tolerance. c. Paving or concrete for streets, curbs, gutters, parking areas, drives, alleys and walkways shall be located within the confines of the site boundaries and, occasionally, along a boundary or any other restrictive line. Away from any restrictive line, these facilities should be staked with an accuracy producingno more than 0.05ft. tolerance from their specified locations. d. Underground and overhead utilities, such as sewers, gas, water, telephone and electric lines, shall be located horizontally within their prescribed areas or easements. Within assigned areas, these utilities should be staked with an accuracy producing no more than 0.1 ft tolerance from a specified location. e. The accuracy required for the vertical location of utilities varies widely. Many underground utilities require only a minimum cover and a tolerance of 0.1 ft. should be maintained. Underground and overhead utilities on planned profile, but not depending on gravity flow for performance, should not exceed 0.1 ft. tolerance. B. Surveying instruments shall be kept in close adjustment according to manufacturer's specifications or in compliance to standards. The City reserves the right to request a calibration report at any time and recommends regular maintenance schedule be performed by a certified technician every 6 months. 1. Field measurements of angles and distances shall be done in such fashion as to satisfy the closures and tolerances expressed in Part 3.1.A. 2. Vertical locations shall be established from a pre -established benchmark and checked by closing to a different bench mark on the same datum. 3. Construction survey field work shall correspond to the client's plans. Irregularities or conflicts found shall be reported promptly to the City. 4. Revisions, corrections and other pertinent data shall be logged for future reference. CITY OF FORT WORTH Water and Sanitary Sewer Replacement STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CONTRACT 2020, WSM-G Revised February 14, 2018 CITY PROJECT NO. 103411 01 71 23 - 7 CONSTRUCTION STAKING AND SURVEY Page 7 of 8 3.2 EXAMINATION [NOT USED] 3.3 PREPARATION [NOT USED] 3.4 APPLICATION 3.5 REPAIR / RESTORATION AM the Contractor's work damages or destroys one or more of the control monuments/points set by the City, the monuments shall be adequately referenced for expedient restoration. 1. Notify City if any control data needs to be restored or replaced due to damage caused during construction operations. a. Contractor shall perform replacements and/or restorations. b. The City may require at any time a survey "Field Check" of any monument or benchmarks that are set be verified by the City surveyors before further associated work can move forward. 3.6 RE -INSTALLATION [NOT USED] 3.7 FIELD [OR] SITE QUALITY CONTROL A.It is the Contractor's responsibility to maintain all stakes and control data placed bythe City in accordance with this Specification. This includes easements and right of way, if noted on the plans. B.Do not change or relocate stakes or control data without approval from the City. 3.8 SYSTEM STARTUP A. Survey Checks 1. The City reserves the right to perform a Survey Check at any time deemed necessary. 2. Checks by City personnel or 3`dparty contracted surveyor are not intended to relieve the contractor of his/her responsibility for accuracy. 3.9 ADJUSTING [NOT USED] 3.10 CLEANING [NOT USED] 3.11 CLOSEOUT ACTIVITIES [NOT USED] 3.12 PROTECTION [NOT USED] 3.13 MAINTENANCE [NOT USED] 3.14 ATTACHMENTS [NOT USED] END OF SECTION Revision Log CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised February 14, 2018 Water and Sanitary Sewer Replacement CONTRACT 2020, WSM-G CITY PROJECT NO. 103411 01 71 23 -8 CONSTRUCTION STAKING AND SURVEY Page 8 of 8 DATE NAME SUMMARY OF CHANGE 8/31 /2012 D. Johnson Added instruction and modified measurement & payment under 1.2; added 8/31/2017 M. Owen definitions and references under 1.3; modified 1.6; added 1.7 closeout submittal requirements; modified 1.9 Quality Assurance; added PART 2 — PRODUCTS; Added 3.1 Installers; added 3.5 Repair/Restoration; and added 3.8 System Startup. Removed "blue text"; revised measurement and payment sections for Construction Staking and As -Built Survey; added reference to selection compliance with TGC 2/14/2018 M Owen 2254; revised action and Closeout submittal requirements; added acceptable depth measurement criteria; revised list of items requiring as -built survey "during" and "after" construction; and revised acceptable digital survey file format CITY OF FORT WORTH Water and Sanitary Sewer Replacement STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CONTRACT 2020, WSM-G Revised February 14, 2018 CITY PROJECT NO. 103411 SECTION 01 74 23 CLEANING PART 1 - GENERAL 1.1 SUMMARY 01 7423- 1 CLEANING Page 1 of 4 A. Section Includes: 1. Intermediate and final cleaning for Work not including special cleaning of closed systems specified elsewhere B. Deviations from this City of Fort Worth Standard Specification 1. None. C. Related Specification Sections include, but are not necessarily limited to: 1. Division 0 — Bidding Requirements, Contract Forms and Conditions of the Contract 2. Division 1 — General Requirements 3. Section 32 92 13 — Hydro -Mulching, Seeding and Sodding 1.2 PRICE AND PAYMENT PROCEDURES A. Measurement and Payment 1. Work associated with this Item is considered subsidiary to the various Items bid. No separate payment will be allowed for this Item. 1.3 REFERENCES [NOT USED] 1.4 ADMINISTRATIVE REQUIREMENTS A. Scheduling 1. Schedule cleaning operations so that dust and other contaminants disturbed by cleaning process will not fall on newly painted surfaces. 2. Schedule final cleaning upon completion of Work and immediately prior to final inspection. 1.5 SUBMITTALS [NOT USED] 1.6 ACTION SUBMITTALSANFORMATIONAL SUBMITTALS [NOT USED] 1.7 CLOSEOUT SUBMITTALS [NOT USED] 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 1.9 QUALITY ASSURANCE [NOT USED] 1.10 STORAGE, AND HANDLING A. Storage and Handling Requirements 1. Store cleaning products and cleaning wastes in containers specifically designed for those materials. CITY OF FORT WORTH Water and Sanitary Sewer Replacement STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CONTRACT 2021, WSM-C Revised July 1, 2011 CITY PROJECT NO. 103500 01 74 23 - 2 CLEANING Page 2 of 4 1.11 FIELD [SITE] CONDITIONS [NOT USED] 1.12 WARRANTY [NOT USED] PART 2 - PRODUCTS 2.1 OWNER -FURNISHED [OR] OWNER-SUPPLIEDPRODUCTS [NOT USED] 2.2 MATERIALS A. Cleaning Agents 1. Compatible with surface being cleaned 2. New and uncontaminated 3. For manufactured surfaces a. Material recommended by manufacturer 2.3 ACCESSORIES [NOT USED] 2.4 SOURCE QUALITY CONTROL [NOT USED] PART 3-EXECUTION 3.1 INSTALLERS [NOT USED] 3.2 EXAMINATION [NOT USED] 3.3 PREPARATION [NOT USED] 3.4 APPLICATION [NOT USED] 3.5 REPAIR / RESTORATION [NOT USED] 3.6 RE -INSTALLATION [NOT USED] 3.7 FIELD [OR] SITE QUALITY CONTROL [NOT USED] 3.8 SYSTEM STARTUP [NOT USED] 3.9 ADJUSTING [NOT USED] 3.10 CLEANING A. General 1. Prevent accumulation of wastes that create hazardous conditions. 2. Conduct cleaning and disposal operations to comply with laws and safety orders of governing authorities. 3. Do not dispose of volatile wastes such as mineral spirits, oil or paint thinner in storm or sanitary drains or sewers. 4. Dispose of degradable debris at an approved solid waste disposal site. 5. Dispose of nondegradable debris at an approved solid waste disposal site or in an alternate manner approved by City and regulatory agencies. CITY OF FORT WORTH Water and Sanitary Sewer Replacement STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CONTRACT 2021, WSM-C Revised July 1, 2011 CITY PROJECT NO. 103500 01 74 23 - 3 CLEANING Page 3 of 4 6. Handle materials in a controlled manner with as few handlings as possible. 7. Thoroughly clean, sweep, wash and polish all Work and equipment associated with this project. 8. Remove all signs of temporary construction and activities incidental to construction of required permanent Work. 9. If project is not cleaned to the satisfaction of the City, the City reserves the right to have the cleaning completed at the expense of the Contractor. 10. Do not burn on -site. B. Intermediate Cleaning during Construction 1. Keep Work areas clean so as not to hinder health, safety or convenience of personnel in existing facility operations. 2. At maximum weekly intervals, dispose of waste materials, debris and rubbish. 3. Confine construction debris daily in strategically located container(s): a. Cover to prevent blowing by wind b. Store debris away from construction or operational activities c. Haul from site at a minimum of once per week 4. Vacuum clean interior areas when ready to receive finish painting. a. Continue vacuum cleaning on an as -needed basis, until Final Acceptance. 5. Prior to storm events, thoroughly clean site of all loose or unsecured items, which may become airborne or transported by flowing water during the storm. C. Interior Final Cleaning 1. Remove grease, mastic, adhesives, dust, dirt, stains, fingerprints, labels and other foreign materials from sight -exposed surfaces. 2. Wipe all lighting fixture reflectors, lenses, lamps and trims clean. 3. Wash and shine glazing and mirrors. 4. Polish glossy surfaces to a clear shine. 5. Ventilating systems a. Clean permanent filters and replace disposable filters if units were operated during construction. b. Clean ducts, blowers and coils if units were operated without filters during construction. 6. Replace all burned out lamps. 7. Broom clean process area floors. 8. Mop office and control room floors. D. Exterior (Site or Right of Way) Final Cleaning 1. Remove trash and debris containers from site. a. Re -seed areas disturbed by location of trash and debris containers in accordance with Section 32 92 13. 2. Sweep roadway to remove all rocks, pieces of asphalt, concrete or any other object that may hinder or disrupt the flow of traffic along the roadway. 3. Clean any interior areas including, but not limited to, vaults, manholes, structures, junction boxes and inlets. CITY OF FORT WORTH Water and Sanitary Sewer Replacement STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CONTRACT 2021, WSM-C Revised July 1, 2011 CITY PROJECT NO. 103500 01 74 23 - 4 CLEANING Page 4 of 4 4. If no longer required for maintenance of erosion facilities, and upon approval by City, remove erosion control from site. 5. Clean signs, lights, signals, etc. 3.11 CLOSEOUT ACTIVITIES [NOT USED] 3.12 PROTECTION [NOT USED] 3.13 MAINTENANCE [NOT USED] 3.14 ATTACHMENTS [NOT USED] END OF SECTION Revision Log DATE NAME CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 SUMMARY OF CHANGE Water and Sanitary Sewer Replacement CONTRACT 2021, WSM-C CITY PROJECT NO. 103500 1 2 3 PART 1 - GENERAL 4 1.1 SUMMARY SECTION 0177 19 CLOSEOUT REQUIREMENTS 017719-1 CLOSEOUT REQUIREMENTS Pagel of3 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 WORT H Water and Sanitary Sewer Replacement STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CONTRACT 2021, WSM-C Revised March 22, 2021 CITY PROJECT NO. 103500 01 77 19 - 2 CLOSEOUT REQUIREMENTS Page 2 of 3 ly-\�311913 �► 4 �C4011y C430 2 3.1 INSTALLERS [NOT USED] 3 3.2 EXAMINATION [NOT USED] 4 3.3 PREPARATION [NOT USED] 5 3.4 CLOSEOUT PROCEDURE 6 A. Prior to requesting Final Inspection, submit: 7 1. Project Record Documents in accordance with Section 0178 39 8 2. Operation and Maintenance Data, if required, in accordance with Section 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 limitedto: 29 a. Specified spareparts 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. Lightbulbs 33 e. Fuses 34 f. Vault keys 35 g. Handwheels 36 h. Other expendable items as required for initial start-up and operation ofall 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 WORT H Water and Sanitary Sewer Replacement STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CONTRACT 2021, WSM-C Revised March 22, 2021 CITY PROJECT NO. 103500 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 01 77 19 - 3 CLOSEOUT REQUIREMENTS Page 3 of 1. Coordinate with the City Project Representative to complete the following additional forms: a. Final Payment Request b. Statement of Contract Time c. Affidavit of Payment and Release of Liens d. Consent of Surety to Final Payment e. Pipe Report (if required) f. Contractor's Evaluation of City g. Performance Evaluation of Contractor F. Letter of Final Acceptance 1. Upon review and acceptance of Notice of Project Completion and Supporting Documentation, in accordance with General Conditions, City will issue Letterof Final Acceptance and release the Final Payment Request for payment. 3.5 REPAIR / RESTORATION [NOT USED] 3.6 RE -INSTALLATION [NOT USED] 3.7 FIELD [OR] SITE QUALITY CONTROL [NOT USED] 3.8 SYSTEM STARTUP [NOT USED] 3.9 ADJUSTING [NOT USED] 3.10 CLEANING [NOT USED] 3.11 CLOSEOUT ACTIVITIES [NOT USED] 3.12 PROTECTION [NOT USED] 3.13 MAINTENANCE [NOT USED] 3.14 ATTACHMENTS [NOT USED] END OF SECTION Revision Log DATE NAME SUMMARY OF CHANGE 3/22/2021 M Owen 3.4 C. Added language to clarify and emphasize requirement to " Clearing ROW" CITY OF FORT WORT H STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised March 22, 2021 Water and Sanitary Sewer Replacement CONTRACT 2021, WSM-C CITY PROJECT NO. 103500 01 78 23 - 1 OPERATION AND MAINTENANCE DATA Pagel of 5 SECTION 0178 23 OPERATION AND MAINTENANCE DATA PART 1 - GENERAL 1.1 SUMMARY A. Section Includes: 1. Product data and related information appropriate for City's maintenance and operation of products furnished under Contract 2. Such products may include, but are not limited to: a. Traffic Controllers b. Irrigation Controllers (to be operated by the City) c. Butterfly Valves B. Deviations from this City of Fort Worth Standard Specification 1. None. C. Related Specification Sections include, but are not necessarily limited to: 1. Division 0 — Bidding Requirements, Contract Forms and Conditions of the Contract 2. Division 1 — General Requirements 1.2 PRICE AND PAYMENT PROCEDURES A. Measurement and Payment 1. Work associated with this Item is considered subsidiary to the various Items bid. No separate payment will be allowed for this Item. 1.3 REFERENCES [NOT USED] 1.4 ADMINISTRATIVE REQUIREMENTS A. Schedule 1. Submit manuals in final form to the City within 30 calendar days of product shipment to the project site. 1.5 SUBMITTALS A. Submittals shall be in accordance with Section 0133 00. All submittals shall be approved by the City prior to delivery. 1.6 INFORMATIONAL SUBMITTALS A. Submittal Form 1. Prepare data in form of an instructional manual for use by City personnel. 2. Format a. Size: 8 '/z inches x 11 inches b. Paper 1) 40 pound minimum, white, for typed pages 2) Holes reinforced with plastic, cloth or metal c. Text: Manufacturer's printed data, or neatly typewritten CITY OF FORT WORTH Water and Sanitary Sewer Replacement STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CONTRACT 2021, WSM-C Revised December 20, 2012 CITY PROJECT NO. 103500 01 78 23 - 2 OPERATION AND MAINTENANCE DATA Page 2 of 5 d. Drawings 1) Provide reinforced punched binder tab, bind in with text 2) Reduce larger drawings and fold to size of text pages. e. Provide fly -leaf for each separate product, or each piece of operating equipment. 1) Provide typed description of product, and major component parts of equipment. 2) Provide indexed tabs. f. Cover 1) Identify each volume with typed or printed title "OPERATING AND MAINTENANCE INSTRUCTIONS". 2) List: a) Title of Project b) Identity of separate structure as applicable c) Identity of general subject matter covered in the manual 3. Binders a. Commercial quality 3-ring binders with durable and cleanable plastic covers b. When multiple binders are used, correlate the data into related consistent groupings. 4. If available, provide an electronic form of the O&M Manual. B. Manual Content Neatly typewritten table of contents for each volume, arranged in systematic order a. Contractor, name of responsible principal, address and telephone number b. A list of each product required to be included, indexed to content of the volume c. List, with each product: 1) The name, address and telephone number of the subcontractor or installer 2) A list of each product required to be included, indexed to content of the volume 3) Identify area of responsibility of each 4) Local source of supply for parts and replacement d. Identify each product by product name and other identifying symbols as set forth in Contract Documents. 2. Product Data a. Include only those sheets which are pertinent to the specific product. b. Annotate each sheet to: 1) Clearly identify specific product or part installed 2) Clearly identify data applicable to installation 3) Delete references to inapplicable information 3. Drawings a. Supplement product data with drawings as necessary to clearly illustrate: 1) Relations of component parts of equipment and systems 2) Control and flow diagrams b. Coordinate drawings with information in Project Record Documents to assure correct illustration of completed installation. c. Do not use Project Record Drawings as maintenance drawings. 4. Written text, as required to supplement product data for the particular installation: a. Organize in consistent format under separate headings for different procedures. b. Provide logical sequence of instructions of each procedure. CITY OF FORT WORTH Water and Sanitary Sewer Replacement STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CONTRACT 2021, WSM-C Revised December 20, 2012 CITY PROJECT NO. 103500 01 7823 -3 OPERATION AND MAINTENANCE DATA Page 3 of 5 5. Copy of each warranty, bond and service contract issued a. Provide information sheet for City personnel giving: 1) Proper procedures in event of failure 2) Instances which might affect validity of warranties or bonds C. Manual for Materials and Finishes 1. Submit 5 copies of complete manual in final form. 2. Content, for architectural products, applied materials and finishes: a. Manufacturer's data, giving full information on products 1) Catalog number, size, composition 2) Color and texture designations 3) Information required for reordering special manufactured products b. Instructions for care and maintenance 1) Manufacturer's recommendation for types of cleaning agents and methods 2) Cautions against cleaning agents and methods which are detrimental to product 3) Recommended schedule for cleaning and maintenance Content, for moisture protection and weather exposure products: a. Manufacturer's data, giving full information on products 1) Applicable standards 2) Chemical composition 3) Details of installation b. Instructions for inspection, maintenance and repair D. Manual for Equipment and Systems 1. Submit 5 copies of complete manual in final form. Content, for each unit of equipment and system, as appropriate: a. Description of unit and component parts 1) Function, normal operating characteristics and limiting conditions 2) Performance curves, engineering data and tests 3) Complete nomenclature and commercial number of replaceable parts b. Operating procedures 1) Start-up, break-in, routine and normal operating instructions 2) Regulation, control, stopping, shut -down and emergency instructions 3) Summer and winter operating instructions 4) Special operating instructions c. Maintenance procedures 1) Routine operations 2) Guide to "trouble shooting" 3) Disassembly, repair and reassembly 4) Alignment, adjusting and checking d. Servicing and lubrication schedule 1) List of lubricants required e. Manufacturer's printed operating and maintenance instructions f. Description of sequence of operation by control manufacturer 1) Predicted life of parts subject to wear 2) Items recommended to be stocked as spare parts g. As installed control diagrams by controls manufacturer h. Each contractor's coordination drawings 1) As installed color coded piping diagrams CITY OF FORT WORTH Water and Sanitary Sewer Replacement STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CONTRACT 2021, WSM-C Revised December 20, 2012 CITY PROJECT NO. 103500 01 78 23 - 4 OPERATION AND MAINTENANCE DATA Page 4 of 5 i. Charts of valve tag numbers, with location and function of each valve j. List of original manufacturer's spare parts, manufacturer's current prices, and recommended quantities to be maintained in storage k. Other data as required under pertinent Sections of Specifications 3. Content, for each electric and electronic system, as appropriate: a. Description of system and component parts 1) Function, normal operating characteristics, and limiting conditions 2) Performance curves, engineering data and tests 3) Complete nomenclature and commercial number of replaceable parts b. Circuit directories ofpanelboards 1) Electrical service 2) Controls 3) Communications c. As installed color coded wiring diagrams d. Operating procedures 1) Routine and normal operating instructions 2) Sequences required 3) Special operating instructions e. Maintenance procedures 1) Routine operations 2) Guide to "trouble shooting" 3) Disassembly, repair and reassembly 4) Adjustment and checking f. Manufacturer's printed operating and maintenance instructions g. List of original manufacturer's spare parts, manufacturer's current prices, and recommended quantities to be maintained in storage h. Other data as required under pertinent Sections of Specifications 4. Prepare and include additional data when the need for such data becomes apparent during instruction of City's personnel. 1.7 CLOSEOUT SUBMITTALS [NOT USED] 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 1.9 QUALITY ASSURANCE A. Provide operation and maintenance data by personnel with the following criteria: 1. Trained and experienced in maintenance and operation of described products 2. Skilled as technical writer to the extent required to communicate essential data 3. Skilled as draftsman competent to prepare required drawings CITY OF FORT WORTH Water and Sanitary Sewer Replacement STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CONTRACT 2021, WSM-C Revised December 20, 2012 CITY PROJECT NO. 103500 01 7823 -5 OPERATION AND MAINTENANCE DATA Page 5 of 5 1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED] 1.11 FIELD [SITE] CONDITIONS [NOT USED] 1.12 WARRANTY [NOT USED] PART 2 - PRODUCTS [NOT USED] PART 3 - EXECUTION [NOT USED] END OF SECTION Revision Log DATE NAME 8/31/2012 D. Johnson CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised December 20, 2012 SUMMARY OF CHANGE 1.5.A.1 — title of section removed Water and Sanitary Sewer Replacement CONTRACT 2021, WSM-C CITY PROJECT NO. 103500 SECTION 0178 39 PROJECT RECORD DOCUMENTS PART 1 - GENERAL 1.1 SUMMARY 01 78 39 - 1 PROJECT RECORD DOCUMENTS Pagel of 4 A. Section Includes: 1. Work associated with the documenting the project and recording changes to project documents, including: a. Record Drawings b. Water Meter Service Reports c. Sanitary Sewer Service Reports d. Large Water Meter Reports B. Deviations from this City of Fort Worth Standard Specification 1. None. C. Related Specification Sections include, but are not necessarily limited to: 1. Division 0 — Bidding Requirements, Contract Forms and Conditions of the Contract 2. Division 1 — General Requirements 1.2 PRICE AND PAYMENT PROCEDURES A. Measurement and Payment 1. Work associated with this Item is considered subsidiary to the various Items bid. No separate payment will be allowed for this Item. 1.3 REFERENCES [NOT USED] 1.4 ADMINISTRATIVE REQUIREMENTS [NOT USED] 1.5 SUBMITTALS A. Prior to submitting a request for Final Inspection, deliver Project Record Documents to City's Project Representative. 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED] 1.7 CLOSEOUT SUBMITTALS [NOT USED] 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 1.9 QUALITY ASSURANCE A. Accuracy of Records 1. Thoroughly coordinate changes within the Record Documents, making adequate and proper entries on each page of Specifications and each sheet of Drawings and other Documents where such entry is required to show the change properly. 2. Accuracy of records shall be such that future search for items shown in the Contract Documents may rely reasonably on information obtained from the approved Project Record Documents. CITY OF FORT WORTH Water and Sanitary Sewer Replacement STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CONTRACT 2021, WSM-C Revised July 1, 2011 CITY PROJECT NO. 103500 01 78 39 - 2 PROJECT RECORD DOCUMENTS Page 2 of 4 3. To facilitate accuracy of records, make entries within 24 hours after receipt of information that the change has occurred. 4. Provide factual information regarding all aspects of the Work, both concealed and visible, to enable future modification of the Work to proceed without lengthy and expensive site measurement, investigation and examination. 1.10 STORAGE AND HANDLING A. Storage and Handling Requirements 1. Maintain the job set of Record Documents completely protected from deterioration and from loss and damage until completion of the Work and transfer of all recorded data to the final Project Record Documents. 2. In the event of loss of recorded data, use means necessary to again secure the data to the City's approval. a. In such case, provide replacements to the standards originally required by the Contract Documents. 1.11 FIELD [SITE] CONDITIONS [NOT USED] 1.12 WARRANTY [NOT USED] PART2-PRODUCTS 2.1 OWNER -FURNISHED [OR] OWNER -SUPPLIED PRODUCTS [NOT USED] 2.2 RECORD DOCUMENTS A. Job set 1. Promptly following receipt of the Notice to Proceed, secure from the City, at no charge to the Contractor, 1 complete set of all Documents comprising the Contract. B. Final Record Documents 1. At a time nearing the completion of the Work and prior to Final Inspection, provide the City 1 complete set of all Final Record Drawings in the Contract. 2.3 ACCESSORIES [NOT USED] 2.4 SOURCE QUALITY CONTROL [NOT USED] PART 3 - EXECUTION 3.1 INSTALLERS [NOT USED] 3.2 EXAMINATION [NOT USED] 3.3 PREPARATION [NOT USED] 3.4 MAINTENANCE DOCUMENTS A. Maintenance of Job Set 1. Immediately upon receipt of the job set, identify each of the Documents with the title, "RECORD DOCUMENTS - JOB SET". CITY OF FORT WORTH Water and Sanitary Sewer Replacement STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CONTRACT 2021, WSM-C Revised July 1, 2011 CITY PROJECT NO. 103500 01 78 39 - 3 PROJECT RECORD DOCUMENTS Page 3 of 4 2. Preservation a. Considering the Contract completion time, the probable number of occasions upon which the job set must be taken out for new entries and for examination, and the conditions under which these activities will be performed, devise a suitable method for protecting the job set. b. Do not use the job set for any purpose except entry of new data and for review by the City, until start of transfer of data to final Project Record Documents. c. Maintain the job set at the site of work. 3. Coordination with Construction Survey a. At a minimum, in accordance with the intervals set forth in Section 01 71 23, clearly mark any deviations from Contract Documents associated with installation of the infrastructure. 4. Making entries on Drawings a. Record any deviations from Contract Documents. b. Use an erasable colored pencil (not ink or indelible pencil), clearly describethe change by graphic line and note as required. c. Date all entries. d. Call attention to the entry by a "cloud" drawn around the area or areas affected. e. In the event of overlapping changes, use different colors for the overlapping changes. 5. Conversion of schematic layouts a. In some cases on the Drawings, arrangements of conduits, circuits, piping, ducts, and similar items, are shown schematically and are not intended to portray precise physical layout. 1) Final physical arrangement is determined by the Contractor, subject to the City's approval. 2) However, design of future modifications of the facility may require accurate information as to the final physical layout of items which are shown only schematically on the Drawings. b. Show on the job set of Record Drawings, by dimension accurate to within 1 inch, the centerline of each run of items. 1) Final physical arrangement is determined by the Contractor, subject tothe City's approval. 2) Show, by symbol or note, the vertical location of the Item ("under slab", "in ceiling plenum", "exposed", and the like). 3) Make all identification sufficiently descriptive that it may be related reliably to the Specifications. c. The City may waive the requirements for conversion of schematic layouts where, in the City's judgment, conversion serves no useful purpose. However, do not rely upon waivers being issued except as specifically issued in writing by the City. B. Final Project Record Documents 1. Transfer of data to Drawings a. Carefully transfer change data shown on the job set of Record Drawings to the corresponding final documents, coordinating the changes as required. b. Clearly indicate at each affected detail and other Drawing a full description of changes made during construction, and the actual location of items. CITY OF FORT WORTH Water and Sanitary Sewer Replacement STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CONTRACT 2021, WSM-C Revised July 1, 2011 CITY PROJECT NO. 103500 01 78 39 - 4 PROJECT RECORD DOCUMENTS Page 4 of 4 c. Call attention to each entry by drawing a "cloud" around the area or areas affected. d. Make changes neatly, consistently and with the proper media to assure longevity and clear reproduction. 2. Transfer of data to other Documents a. If the Documents, other than Drawings, have been kept clean during progress of the Work, and if entries thereon have been orderly to the approval of the City, the job set of those Documents, other than Drawings, will be accepted as final Record Documents. b. If any such Document is not so approved by the City, secure a new copy of that Document from the City at the City's usual charge for reproduction and handling, and carefully transfer the change data to the new copy to the approval of the City. 3.5 REPAIR / RESTORATION [NOT USED] 3.6 RE -INSTALLATION [NOT USED] 3.7 FIELD [OR] SITE QUALITY CONTROL [NOT USED] 3.8 SYSTEM STARTUP [NOT USED] 3.9 ADJUSTING [NOT USED] 3.10 CLEANING [NOT USED] 3.11 CLOSEOUT ACTIVITIES [NOT USED] 3.12 PROTECTION [NOT USED] 3.13 MAINTENANCE [NOT USED] 3.14 ATTACHMENTS [NOT USED] END OF SECTION Revision Log DATE NAME CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 SUMMARY OF CHANGE Water and Sanitary Sewer Replacement CONTRACT 2021, WSM-C CITY PROJECT NO. 103500 Technical Specifications 330521-1 TUNNEL LINER PLATE Page 1 of 5 SECTION 33 05 21 TUNNEL LINER PLATE PART1- GENERAL 1.1 SUMMARY A. Section Includes: 1. This section aDDlies to Part 2: CamO Bowie Water Improvements. 2. Minimum requirements for manufacturing, furnishing and transporting Tunnel Liner Plate to be used for excavation support as installed By Other than Open Cut at the locations shown on the Drawings B. Deviations from this City of Fort Worth Standard Specification 1. Modified 2.2.C.1.b.7 C. Related Specification Sections include, but are not necessarily limited to: 1. Division 0 — Bidding Requirements, Contract Forms, and Conditions of the Contract 2. Division 1 — General Requirements 3. Section 33 05 23 — Hand Tunneling 4. Section 33 05 24 — Installation of Carrier Pipe in Casing or Tunnel Liner Plate 1.2 PRICE AND PAYMENT PROCEDURES A. Measurement and Payment a. Measurement 1) Measured horizontally along the surface for the length of Tunnel Liner Plate installed b. Payment 1) The work performed and materials f imished in accordance with this Item and measured as provided under "Measurement" will be paid for at the unit price bid per linear foot of "Casing/Tunnel Liner Plate, By Other than Open Cut" installed for: a) Various Sizes 2) The work performed and materials furnished in accordance with this Item and measured as provided under "Measurement" will be paid for at the unit price bid per linear foot of "Tunnel Liner Plate, By Other than Open Cut" installed for: a) Various Sizes c. The price bid shall include: 1) Furnishing and installing Tunnel Liner Plate as specified by the Drawings 2) Mobilization 3) Launching shaft 4) Receiving shaft 5) Pavement removal 6) Excavation 7) Hauling 8) Disposal of excess material CITY OF FORT WORTH WATER AND SANITARY SEWER REPLACEMENT STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CONTRACT 2021, WSM-C Revised October 10, 2023 CITY PROJECT NO. 103500 330521-2 TUNNEL LINER PLATE Page 2 of 5 9) Furnishing, placement, and compaction of backfill 10) Clean-up 1.3 REFERENCES A. Reference Standards 1. Reference standards cited in this Specification refer to the current reference standard published at the time of the latest revision date logged at the end of this Specification, unless a date is specifically cited. 2. American Association of State Highway and Transportation Officials (AASHTO) a. LRFD, Bridge Design Manual, Section 12.13 b. M190, Bituminous -Coated Corrugated Metal Culvert Pipe and Pipe Arches. 3. American Society of Testing and Materials (ASTM): a. A123, Standard Specification for Zinc (Hot- Dip Galvanized) Coating on Iron and Steel Products. b. A153, Standard Specification for Zinc Coating (Hot Dip) on Iron and Steel Hardware. c. A1011, Standard Specification for Steel, Sheet and Strip, Hot -Rolled, Carbon, Structural, High -Strength Low -Alloy and High -Strength Los -Alloy with Improved Formability, and Ultra -High Strength. 1.4 ADMINISTRATIVE REQUIREMENTS [NOT USED] 1.5 SUBMITTALS A. Submittals shall be in accordance with Section 0133 00. B. All submittals shall be approved by the City prior to delivery. 1.6 ACTION SUBMITTALSANFORMATIONAL SUBMITTALS A. Product Data 1. Tunnel Liner Plate and fasteners a. Material data 2. Exterior Coating a. Material data b. Field touch-up procedures 3. Grout Mix a. Material data B. Shop Drawings 1. Submit calculations for the design of the Tunnel Liner Plate sealed by a Licensed Engineer in the State of Texas. 2. Detailed plan for grouting the void space on the exterior of the Tunnel Liner Plate 3. Grout coupling location and spacing CITY OF FORT WORTH WATER AND SANITARY SEWER REPLACEMENT STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CONTRACT 2021, WSM-C Revised October 10, 2023 CITY PROJECT NO. 103500 330521-3 TUNNEL LINER PLATE Page 3 of 5 1.7 CLOSEOUT SUBMITTALS [NOT USED] 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 1.9 QUALITY ASSURANCE [NOT USED] 1.10 DELIVERY, STORAGE, AND HANDLING A. Deliver, handle and store Tunnel Liner Plate in accordance with the Manufacturer's recommendations to protect coating systems. 1.11 FIELD [SITE] CONDITIONS [NOT USED] 1.12 WARRANTY [NOT USED] PART 2 - PRODUCTS [NOT USED] 2.1 OWNER -FURNISHED IoR] OWNER -SUPPLIED PRODUCTS [NOT USED] 2.2 MATERIALS A. Manufacturers 1. Only the manufacturers as listed on the City's Standard Products List will be considered as shown in Section 0160 00, and/or as specified herein. a. The manufacturer must comply with this Specification and related Sections. b. Manufactured by Contech Construction Products, Inc., American Commercial Inc., or approved equal. 2. Any product that is not listed on the Standard Products List is considered a substitution and shall be submitted in accordance with Section 0125 00. B. Design Criteria a. Manufacturer to design Tunnel Liner Plate in accordance with the methods and criteria as specified in AASHTO LRFD, Bridge Design Manual, Section 12.13. b. Soil parameters shall be determined by the Tunnel Liner Plate Manufacturer. c. Allow a maximum deflection of 3 percent. d. Thickness of the Tunnel Liner Plate specified herein is the minimum acceptable and shall be increased as necessary to obtain adequate joint strength, stiffness, buckling strength and resistance to deflection. C. Materials 1. Tunnel Liner Plate a. Provide new, corrugated metal Tunnel Liner Plates made from steel sheets conforming to the requirements of ASTM A 1011. 1) Potable and Reclaimed Water carrier pipe a) Galvanized (1) Plate to be galvanized with zinc coating in accordance with ASTM A123 with the following exception: (a) Zinc shall be applied at a rate of 2.0 ounces per square foot on each side. b) Coated (1) Plate to be coated with a bituminous coating meeting the performance requirements of AASHTO M190 CITY OF FORT WORTH WATER AND SANITARY SEWER REPLACEMENT STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CONTRACT 2021, WSM-C Revised October 10, 2023 CITY PROJECT NO. 103500 33 0521 -4 TUNNEL LINER PLATE Page 4 of 5 (2) Uniformly coat pipe inside and out to minimum thickness of 0.05 inches, measured on crests of corrugations. 2) Sanitary Sewer carrier pipe a) Galvanized (1) Plate to be galvanized with zinc coating in accordance with ASTM A 123 with the following exception: (a) Zinc shall be applied at a rate of 2.0 ounces per square foot on each side. b. Tunnel Liner Plates and fasteners shall comply with the requirements of AASHTO LRFD, Bridge Design Manual, Section 12.13. 1) Liner plates shall be punched for bolting on both longitudinal and circumferential seams and fabricated to permit complete erection from the inside of the tunnel. 2) Bolts and nuts shall be galvanized to conform to AS TM A153. 3) Where groundwater is encountered gasketed liner plates shall be used. 4) Plates shall be of uniform fabrication and those intended for 1 size tunnel shall be interchangeable. 5) Field welding of Tunnel Liner Plate, including grout couplings shall not be allowed. 6) The material used for the construction of these plates shall be new, unused and suitable for the purpose intended. 7) Minimum thickness of Tunnel Liner Plate shall be as follows*: 2-Flanged Liner I 4-Flanged Liner Tunnel Plate Thickness Plate Thickness Diameter (gauge) I (gauge) (inches) Bury Depth: 8 feet —16 feet 48 14 12 54** 14 12 60 14 11 72 12 8 Greater than 72 Project Specific Project Specific Design Design *The information in the above table is based on the following assumptions: AASHTO Section 16: "Steel Tunnel Liner Plates", H2O loading angle of 0 and bury depth of 8 feet to 16 feet. For projects not meeting these assumptions, a specific design should be performed to determine the appropriate thickness for the liner plate. **The information provided for 54-inch tunnel diameter assumes a bury depth of 5 feet to 15 feet. 2. Casing Insulators a. Casing insulators shall be used for this project in accordance with Section 33 05 24. CITY OF FORT WORTH WATER AND SANITARY SEWER REPLACEMENT STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CONTRACT 2021, WSM-C Revised October 10, 2023 CITY PROJECT NO. 103500 330521-5 TUNNEL LINER PLATE Page 5 of 5 2.3 ACCESSORIES [NOT USED] 2.4 SOURCE QUALITY CONTROL [NOT USED] PART 3 - EXECUTION 3.1 INSTALLERS [NOT USED] 3.2 EXAMINATION [NOT USED] 3.3 PREPARATION [NOT USED] 3.4 INSTALLATION A. Tunnel Liner Plate shall be installed in accordance with appropriate portions of Section 33 05 23. B. Carrier pipe shall be installed inside Tunnel Liner Plate in accordance with Section 33 05 24. C. Contact grouting of the annulus outside the Tunnel Liner Plate shall be performed in accordance with Section 33 05 23. 3.5 REPAIR / RESTORATION [NOT USED] 3.6 RE -INSTALLATION [NOT USED] 3.7 FIELD [OR] SITE QUALITY CONTROL [NOT USED] 3.8 SYSTEM STARTUP [NOT USED] 3.9 ADJUSTING [NOT USED] 3.10 CLEANING [NOT USED] 3.11 CLOSEOUT ACTIVITIES [NOT USED] 3.12 PROTECTION [NOT USED] 3.13 MAINTENANCE [NOT USED] 3.14 ATTACHMENTS [NOT USED] END OF SECTION Revision Log DATE NAME SUMMARY OF CHANGE 12/20/2012 D. Johnson 1.3.A.3 — AASHTO reference updated to current publication CITY OF FORT WORTH WATER AND SANITARY SEWER REPLACEMENT STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CONTRACT 2021, WSM-C Revised October 10, 2023 CITY PROJECT NO. 103500 33 0524- 1 INSTALLATION OF CARRIER PIPE IN CASING OR TUNNEL LINER PLATE Page I of 10 1 SECTION 33 05 24 2 INSTALLATION OF CARRIER PIPE IN CASING OR TUNNEL LINER PLATE 3 PART1- GENERAL 4 1.1 SUMMARY 61 i 9 10 11 12 13 14 15 16 17 A. Section Includes: 1. This section applies to Part 2: Camp Bowie Water Improvements. 2. Requirements for the installation of carrier pipe into steel casings or tunnel liner plate at locations shown on the Drawings B. Deviations from this City of Fort Worth Standard Specification 1. Modified 2.2.B.1 2. Modified 2.2.B.5.a.1 and 2 C. Related Specification Sections include, but are not necessarily limited to: 1. Division 0 — Bidding Requirements, Contract Forms, and Conditions of the Contract 2. Division 1 — General Requirements 3. Section 33 0130 — Sewer and Manhole Testing 4. Section 33 11 13 - Concrete Pressure Pipe, Bar -Wrapped, Steel Cylinder Type 18 1.2 PRICE AND PAYMENT PROCEDURES 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 A. Measurement and Payment 1. Installation of Sanitary Sewer Carrier Pipe in Casing/Tunnel Liner Plate a. Measurement 1) Measured horizontally along the surface from centerline to centerline of the beginning of the casing/liner to the end of the casing/liner b. Payment 1) The work performed and materials furnished in accordance with this Item and measured as provided under "Measurement" shall be paid for at the unit price bid per linear foot for "Sewer Carrier Pipe" complete in place for: a) Various Sizes c. The price bid shall include: 1) Furnishing and installing Sanitary Sewer Main (Pipe) in Casing/Tunnel Liner Plate as specified by the Drawings 2) Mobilization 3) Grout 4) Casing Spacers 5) End seals 6) Excavation 7) Hauling 8) Disposal of excess material 9) Clean-up 2. Installation of Water Carrier Pipe in Casing/Tunncl Liner Plate a. Measurement CITY OF FORT WORTH WATER AND SANITARY SEWER REPLACEMENT STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CONTRACT 202I, WSM-C Revised November 29, 2023 CITY PROJECT NO. 103500 330524-2 INSTALLATION OF CARRIER PIPE IN CASING OR TUNNEL LINER PLATE Page 2 of 10 1 1) Measured horizontally along the surface from centerline to centerline of the 2 beginning of the casing/liner to the end of the casing/liner Payment 3 b. Payment 4 1) The work performed and materials furnished in accordance with this Item 5 and measured as provided under "Measurement' shall be paid for at the 6 unit price bid per linear foot for "Water Carrier Pipe" complete in place for: 7 a) Various Sizes 8 c. The price bid shall include: 9 1) Furnishing and installing Water Main (Pipe) in Casing/Tunnel Liner Plate 10 as specified by the Drawings 11 2) Mobilization 12 3) Grout 13 4) Joint restraint 14 5) Casing Spacers 15 6) End seals 16 7) Excavation 17 8) Hauling 18 9) Disposal of excess material 19 10) Clean-up 20 1.3 REFERENCES 21 A. Definitions 22 1. Carrier Pipe: Permanent pipe for operational use that is used to convey flows 23 2. Casing: A steel pipe or tunnel liner installed by trenchless methods that supports the 24 ground and provides a stable underground excavation for installation of the carrier 25 pipe 26 B. Reference Standards 27 1. Reference standards cited in this Specification refer to the current reference 28 standard published at the time of the latest revision date logged at the end of this 29 Specification, unless a date is specifically cited. 30 2. American Society of Testing and Materials (ASTM) 31 a. C39, Standard Test Method for Compressive Strength of Cylindrical Concrete 32 Specimens. 33 b. C 109, Standard Test Method for Compressive Strength of Hydraulic Cement 34 Mortars (Using 2-in or [50 nun] Cube Specimens). 35 c. D638, Standard Test Method for Tensile Properties of Plastics. 36 3. International Organization for Standardization (ISO): 37 a. 9001, Quality Management Systems - Requirements. 38 4. Occupational Safety and Health Administration (OSHA) 39 a. OSHA Regulations and Standards for Underground Construction, 29 CFR Part 40 1926, Subpart S, Underground Construction and Subpart P, Excavation. 41 1.4 ADMINISTRATIVE REQUIREMENTS [NOT USED] 42 1.5 SUBMITTALS 43 A. Submittals shall be in accordance with Section 0133 00. 44 B. All submittals shall be approved by the City prior to delivery. CITY OF FORT WORTH WATER AND SANITARY SEWER REPLACEMENT STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CONTRACT 2021, WSM-C Revised November 29, 2023 CITY PROJECT NO. 103500 330524-3 INSTALLATION OF CARRIER PIPE IN CASING OR TUNNEL LINER PLATE Page 3 of 10 1 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS 2 A. Product Data 3 1. Casing Isolators/Spacers 4 a. Material Data 5 2. Grout Mix 6 a. Material Data 7 B. Shop Drawings 8 1. Required for 24-inch and larger pipe installations 9 2. Submit Work Plan describing the carrier pipe installation equipment, materials and 10 construction methods to be employed. 11 3. Casing Spacers/Isolators 12 a. Detail drawings and manufacturer's information for the casing isolators/spacers 13 that will be used. 14 1) Include dimension and component materials and documentation of 15 manufacturer's ISO 9001:2000 certification. 16 b. Alternatives to casing spacers/isolators may be allowed by the City on a case- 17 by -case basis. 18 c. For consideration of alternate method, submit a detailed description of method 19 including details. 20 4. End seal or bulkhead designs and locations for casing/liners. 21 5. Annular Space (between casing pipe and casing/tunnel liner plate) Grouting Work 22 Plan and Methods including: 23 a. Grouting methods 24 b. Details of equipment 25 c. Grouting procedures and sequences including: 26 1) Injection methods 27 2) Injection pressures 28 3) Monitoring and recording equipment 29 4) Pressure gauge calibration data 30 5) Materials 31 d. Grout mix details including: 32 1) Proportions 33 2) Admixtures including: 34 a) Manufacturer's literature 35 b) Laboratory test data verifying the strength of the proposed grout mix 36 c) Proposed grout densities 37 d) Viscosity 38 e) Initial set time of grout 39 (1) Data for these requirements shall be derived from trial batches from 40 an approved testing laboratory. 41 e. Submit a minimum of 3 other similar projects where the proposed grout mix 42 design was used. 43 f. Submit anticipated volumes of grout to be pumped for each application and 44 reach grouted. 45 g. For pipe installations greater than 36-inches, without hold down jacks or a 46 restrained spacer, provide buoyant force calculations during grouting and 47 measures to prevent flotation. CITY OF FORT WORTH WATER AND SANITARY SEWER REPLACEMENT STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CONTRACT 2021, WSM-C Revised November 29, 2023 CITY PROJECT NO. 103500 330524-4 INSTALLATION OF CARRIER PIPE IN CASING OR TUNNEL LINER PLATE Page 4 of 10 1 1) Calculations sealed by a licensed Engineer in the State of Texas. 2 h. Description of methods and devices to prevent buckling of carrier pipe during 3 grouting of annular space, if required 4 1.7 CLOSEOUT SUBMITTALS [NOT USED] 5 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 6 1.9 QUALITY ASSURANCE 7 A. Certifications 8 1. Casing isolator/spacer manufacturer shall be certified against the provisions of 9 IS09001:2000. 10 1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED] 11 1.11 FIELD [SITE] CONDITIONS [NOT USED] 12 1.12 WARRANTY [NOT USED] 13 PART 2 - PRODUCTS 14 2.1 OWNER -FURNISHED [OR] OWNER-SUPPLIEDPRODUCTS [NOT USED] 15 16 17 18 19 20 21 22 23 24 25 26 27 2.2 MATERIALS A. Manufacturers 1. Only the manufacturers as listed on the City's Standard Products List will be considered as shown in Section 0160 00. a. The manufacturer must comply with this Specification and related Sections. 2. Any product that is not listed on the Standard Products List is considered a substitution and shall be submitted in accordance with Section 01 25 00. 3. The Casing Spacers/Isolators shall be new and the product of a manufacturer regularly engaged in the manufacturing of casing spacers/isolators. B. Design Criteria and Materials 1. Carrier pipe shall be installed within the horizontal and vertical tolerances as indicated in PART 3 of this Specification, incorporating all support/insulator dimensions required. Diameter Specification (inches) Material Reference Water Line 6-12 DIP (Restrained) 33 11 10 16-20 DIP (Restrained) 33 11 10 AWWA C303 (Restrained) 33 1113 DIP (Restrained) 33 11 10 24 and greater AWWA C303 (Restrained) 33 11 13 A A C200 (Restrained) 33 11 14 AWWA C301 (Restrained) 33 1115 Sanitary 8-16 DIP (with Ceramic Epoxy) 33 1110 Sewer Line PVC C900 DR14 33 31 20 18 and greater DIP (with Ceramic Epoxy) 33 1110 CITY OF FORT WORTH WATER AND SANITARY SEWER REPLACEMENT STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CONTRACT 2021, WSM-C Revised November 29, 2023 CITY PROJECT NO. 103500 330524-5 INSTALLATION OF CARRIER PIPE IN CASING OR TUNNEL LINER PLATE Page 5 of 10 Fiberglass 1 3331 13 1 2. Grout of annular space 2 a. For gravity sewer carrier pipe installation: 3 1) Fill all voids between the carrier pipe and the casing or liner with grout. 4 2) All exterior carrier pipe surfaces and all interior casing or liner surfaces 5 shall be in contact with the grout. 6 b. For water line installation: 7 1) No annular space fill will be used. 8 3. Grout Mixes 9 a. Low Density Cellular Grout (LDCC) 10 1) Annular space (between sewer carrier pipe and casing/liner) grout shall be 11 LDCC. 12 2) The LDCC shall be portland cement based grout mix with the addition of a 13 foaming agent designed for this application. 14 3) Develop 1 or more grout mixes designed to completely fill the annular 15 space based on the following requirements: 16 a) Provide adequate retardation to completely fill the annular space in 1 17 monolithic pour. 18 b) Provide less than 1 percent shrinkage by volume. 19 c) Compressive Strength 20 (1) Minimum strength of 10 psi in 24 hours, 300 psi in 28 days 21 d) Design grout mix with the proper density and use proper methods to 22 prevent floating of the carrier pipe. 23 e) Proportion grout to flow and to completely fill all voids between the 24 carrier pipe and the casing or liner. 25 4. End Seals 26 a. Provide end seals at each end of the casing or liner to contain the grout backfill 27 or to close the casing/liner ends to prevent the inflow of water or soil. 28 1) For water piping less than 24-inch diameter, use hard rubber seals, Model 29 PL Link Seal as manufactured by the Thunderline Corporation or approved 30 equal. 31 2) For water piping 24-inch diameter and greater, use pull -on, 1/8 inch thick, 32 synthetic rubber end seals, Model C, as manufactured by Pipeline Seal and 33 Insulator, Inc. or approved equal. 34 3) For sewer piping, no end seals are required since the annular space between 35 the carrier pipe and the casing will be grouted. 36 b. Design end seals to withstand the anticipated soil or grouting pressure and be 37 watertight to prevent groundwater from entering the casing. 38 5. Casing Spacers/Insulators 39 a. Provide casing spacers/insulators to support the carrier pipe during installation 40 and grouting (where grout is used). 41 1) For concrete pressure pipe or nolvurethane coated, mortar coated steel 42 pipe, mortar bands may be allowed in lieu of casing spacers/insulators. 43 2) Mortar bands shall be in accordance with Section 33 11 13 for concrete 44 pressure nine or Section 33 1114 for nolvurethane coated, mortar 45 coated steel nine. 46 b. Casing Spacers/Isolators material and properties: 47 1) Shall be minimum 14 gage 48 2) For water pipe, utilize Stainless Steel. CITY OF FORT WORTH WATER AND SANITARY SEWER REPLACEMENT STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CONTRACT 2021, WSM-C Revised November 29, 2023 CITY PROJECT NO. 103500 330524-6 INSTALLATION OF CARRIER PIPE IN CASING OR TUNNEL LINER PLATE Page 6 of 10 1 3) For sewer pipe, utilize Coated Steel. 2 4) Suitable for supporting weight of carrier pipe without deformation or 3 collapse during installation 4 c. Provide restrained -style casing spacers to hold all pipes stable during grouting 5 operations and prevent floating or movement. 6 d. Provide dielectric strength sufficient to electrically isolate each component 7 from one another and from the casing. 8 e. Design risers for appropriate loads, and, as a minimum: 9 1) Provide 10 gage steel risers 10 a) Provide stainless steel bands and risers for water installations. 11 f. Band material and criteria 12 1) Provide polyvinyl chloride inner liner with: 13 a) Minimum thickness of 0.09 inches 14 b) Durometer "A" of 85-90 hardness 15 c) Minimum dielectric strength of 58,000 volts 16 g. Runner material and criteria 17 1) Provide pressure -molded glass reinforced polymer or UHMW with: 18 a) Minimum of 2 inches in width and a minimum of 11 inches in length. 19 2) Attach to the band or riser with 3/8 inch minimum welded steel or stainless 20 steel studs. 21 3) Runner studs and nuts shall be recessed well below the wearing surface of 22 the runner 23 a) Fill recess with a corrosion inhibiting filler. 24 h. Riser height 25 1) Provide sufficient height with attached runner allow a minimum clearance 26 of 2 inches between the outside of carrier pipe bells or couplings and the 27 inside of the casing liner surface. 28 2.3 ACCESSORIES [NOT USED] 29 2.4 SOURCE QUALITY CONTROL [NOT USED] 30 PART 3 - EXECUTION 31 3.1 INSTALLERS [NOT USED] 32 3.2 EXAMINATION [NOT USED] 33 3.3 PREPARATION [NOT USED] 34 3.4 INSTALLATION 35 A. General 36 1. Carrier pipe installation shall not begin until the following tasks have been 37 completed: 38 a. All required submittals have been provided, reviewed and accepted. 39 b. All casing/liner joints are watertight and no water is entering casing or liner 40 from any sources. 41 c. All contact grouting is complete. 42 d. Casing/liner alignment record drawings have been submitted and accepted by 43 City to document deviations due to casing/liner installation. CITY OF FORT WORTH WATER AND SANITARY SEWER REPLACEMENT STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CONTRACT 2021, WSM-C Revised November 29, 2023 CITY PROJECT NO. 103500 330524-7 INSTALLATION OF CARRIER PIPE IN CASING OR TUNNEL LINER PLATE Page 7 of 10 1 e. Site safety representative has prepared a code of safe practices and an 2 emergency plan in accordance with applicable requirements. 3 2. The carrier pipe shall be installed within the casings or liners between the limits 4 indicated on the Drawings, to the specified lines and grades and utilizing methods 5 which include due regard for safety of workers, adjacent structures and 6 improvements, utilities and the public. 7 B. Control of Line and Grade 8 1. Install Carrier pipe inside the steel casing within the following tolerances: 9 a. Horizontal 10 1) f 2 inches from design line 11 b. Vertical 12 1) ±1 inch from design grade 13 2. Check line and grade set up prior to beginning carrier pipe installation. 14 3. Perform survey checks of line -and -grade of carrier pipe during installation 15 operations. 16 4. The Contractor is fully responsible for the accuracy of the installation and the 17 correction of it, as required. 18 a. Where the carrier pipe installation does not satisfy the specified tolerances, 19 correct the installation, including if necessary, redesign of the pipe or structures 20 at no additional cost to City. 21 C. Installation of Carrier Pipe 22 1. Pipe Installation 23 a. Remove all loose soil from casing or liner. 24 b. Grind smooth all rough welds at casing joints. 25 2. Installation of Casing Spacers 26 a. Provide casing spacers, insulators or other approved devices to prevent 27 flotation, movement or damage to the pipe during installation and grout backfill 28 placement. 29 b. Assemble and securely fasten casing spacers to the pipeline to be installed in 30 casings or tunnels. 31 c. Correctly assemble, evenly tighten and prevent damage during tightening of the 32 insulators and pipe insertion. 33 d. Install spacers in accordance with manufacturer's recommendations. 34 e. Install carrier pipe so that there is no metallic contact between the carrier pipe 35 and the casing. 36 f. Carrier pipe shall be installed without sliding or dragging it on the ground or in 37 the casing/liner in a manner that could damage the pipe or coatings. 38 1) If guide rails are allowed, place cement mortar on both sides of the rails. 39 g. Coat the casing spacer runners with a non-corrosive/environmentally safe 40 lubricant to minimize friction when installing the carrier pipe. 41 h. The carrier pipe shall be electrically isolated from the carrier pipe and from the 42 casing. 43 i. Grade the bottom of the trench adjacent to each end of the casing to provide a 44 firm, uniform and continuous support for the pipe. If the trench requires some 45 backfill to establish the final trench bottom grade, place the backfill material in 46 6-inch lifts and compact each layer. CITY OF FORT WORTH WATER AND SANITARY SEWER REPLACEMENT STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CONTRACT 2021, WSM-C Revised November 29, 2023 CITY PROJECT NO. 103500 330524-8 INSTALLATION OF CARRIER PIPE IN CASING OR TUNNEL LINER PLATE Page 8 of 10 1 j. After the casing or tunnel liner has been placed, pump dry and maintain dry 2 until the casing spacers and end seals are installed. 3 3. Insulator Spacing 4 a. Maximum distance between spacers is to be 6 feet. 5 b. For 18 and 20 foot long joints, install a minimum of 4 spacers. 6 1) Install 2 spacers within 1 foot on each side of the bell or flange. 7 2) Remaining 2 spacers shall be spaced equally. 8 c. If the casing or pipe is angled or bent, reduce the spacing. 9 d. The end spacer must be within 6 inches of the end of the casing pipe, regardless 10 of size of casing and pipe or type of spacer used. 11 e. Install spacers on PVC pipe at the insertion line to prevent over -insertion of the 12 spigot into the bell. 13 4. After installation of the carrier pipe: 14 a. Mortar inside and outside of the joints, as applicable 15 b. Verify electrical discontinuity between the water carrier pipe and tunnel liner. 16 1) If continuity exists, remedy the short, by all means necessary including 17 removing and reinstalling the carrier pipe, prior to applying cellular grout. 18 c. If hold down jacks or casing spacers are used, seal or plug the ends of the 19 casing. 20 d. If steel pipe is used and not welded prior to installation in casing/liner, welding 21 of pipe will only be allowed after grouting of annular space is complete. 22 D. Installation of End Seals 23 1. For Water Pipes 24 a. Grout end of casing/liner a minimum of 6 inches and a maximum of 12 inches. 25 b. Place pull -on synthetic rubber end seals on the pipe and pull over the end of the 26 casing. Securely fasten with stainless steel bands. 27 2. For Sewer Pipes 28 a. Grout annular space between carrier pipe and casing as indicated in this 29 Specification. 30 E. Annular Space Grouting (For Sewer Only) 31 1. Prepare pipe as necessary to prevent the pipe from floating during grouting 32 operation as necessary. 33 2. Mixing of Grout 34 a. Mix material in equipment of sufficient size to provide the desired amount of 35 grout material for each stage in a single operation. 36 1) The equipment shall be capable of mixing the grout at the required densities 37 for the approved procedure and shall be capable of changing the densities 38 as required by field conditions. 39 3. Backfill Annular Space with Grout 40 a. Prior to filling of the annular space, test the carrier pipe in accordance with 41 Section 33 0130. 42 b. Verify the maximum allowable pressure with the carrier pipe manufacturer and 43 do not exceed this pressure. 44 c. After the installation of the carrier pipe, the remaining space (all voids) between 45 the casing/liner and the carrier shall be filled with LDCC grout. 46 1) All surfaces of the exterior carrier pipe wall and casing/liner interior shall 47 be in contact with the grout. CITY OF FORT WORTH WATER AND SANITARY SEWER REPLACEMENT STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CONTRACT 2021, WSM-C Revised November 29, 2023 CITY PROJECT NO. 103500 330524-9 INSTALLATION OF CARRIER PIPE IN CASING OR TUNNEL LINER PLATE Page 9 of 10 1 2) Grout shall be pumped through a pipe or hose. 2 3) Use grout pipes, or other appropriate materials, to avoid damage to carrier 3 pipe during grouting. 4 4. Injection of LDCC Grout 5 a. Grout injection pressure shall not exceed the carrier pipe manufacturer's 6 approved recommendations or 5 psi (whichever is lower). 7 b. Pumping equipment shall be of a size sufficient to inject grout at a volume, 8 velocity and pressure compatible with the size/volume of the annular space. 9 c. Once grouting operations begin, grouting shall proceed uninterrupted, unless 10 grouting procedures require multiple stages. 11 d. Grout placements shall not be terminated until the estimated annular volume of 12 grout has been injected. 13 5. Block the carrier pipe during grouting to prevent flotation during grout installation. 14 6. Protect and preserve the interior surfaces of the casing from damage. 15 3.5 REPAIR / RESTORATION [NOT USED] 16 3.6 RE -INSTALLATION [NOT USED] 17 3.7 FIELD [OR] SITE QUALITY CONTROL 18 A. Reports and Records required for pipe installations greater than 48-inches and longer 19 than 350 feet 20 1. Maintain and submit daily logs of grouting operations. 21 a. Include: 22 1) Grouting locations 23 2) Pressures 24 3) Volumes 25 4) Grout mix pumped 26 5) Time of pumping 27 2. Note any problems or unusual observations on logs. 28 B. Grout Strength Tests 29 1. City will perform testing for 24-hour and 28-day compressive strength tests for the 30 cylinder molds or grout cubes obtained during grouting operations. 31 2. City will perform field sampling during annular space grouting. 32 a. City will collect at least 1 set of 4 cylinder molds or grout cubes for each 100 33 cubic yards of grout injected but not less than 1 set for each grouting shift. 34 b. City will perform 24-hour and 28-day compressive strength tests per ASTM 35 C39 (cylindrical specimens) or ASTM C109 (cube specimens). 36 c. Remaining samples shall be tested as directed by City. 37 C. Safety 38 1. The Contractor is responsible for safety on the job site. 39 a. Perform all Work in accordance with the current applicable regulations of the 40 Federal, State and local agencies. 41 b. In the event of conflict, comply with the more restrictive applicable 42 requirement. 43 2. No gasoline powered equipment shall be permitted in jacking shafts and receiving 44 shafts/pits. CITY OF FORT WORTH WATER AND SANITARY SEWER REPLACEMENT STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CONTRACT 2021, WSM-C Revised November 29, 2023 CITY PROJECT NO. 103500 330524-10 INSTALLATION OF CARRIER PIPE IN CASING OR TUNNEL LINER PLATE Page 10 of 10 1 a. Diesel, electrical, hydraulic and air powered equipment is acceptable, subject to 2 applicable local, State and Federal regulations. 3 3. Methods of construction shall be such as to ensure the safety of the Work, 4 Contractor's and other employees on site and the public. 5 4. Furnish and operate a temporary ventilation system in accordance with applicable 6 safety requirements when personnel are underground. 7 a. Perform all required air and gas monitoring. 8 b. Ventilation system shall provide a sufficient supply of fresh air and maintain an 9 atmosphere free of toxic or flammable gasses in all underground work areas. 10 5. Perform all Work in accordance with all current applicable regulations and safety 11 requirements of the federal, state and local agencies. 12 a. Comply with all applicable provisions of OSHA 29 CFR Part 1926, Subpart S, 13 Underground Construction and Subpart P, Excavations. 14 b. In the event of conflict, comply with the more stringent requirements. 15 6. If personnel will enter the pipe during construction, the Contractor shall develop an 16 emergency response plan for rescuing personnel trapped underground in a shaft 17 excavation or pipe. 18 a. Keep on -site all equipment required for emergency response in accordance with 19 the agency having jurisdiction 20 3.8 SYSTEM STARTUP [NOT USED] 21 3.9 ADJUSTING [NOT USED] 22 3.10 CLEANING [NOT USED] 23 3.11 CLOSEOUT ACTIVITIES [NOT USED] 24 3.12 PROTECTION [NOT USED] 25 3.13 MAINTENANCE [NOT USED] 26 3.14 ATTACHMENTS [NOT USED] 27 28 29 END OF SECTION Revision Log DATE NAME SUMMARY OF CHANGE 12/20/2012 D. Johnson 2.2.B.1— Modified minimum water line diameter from 8-inches to 6-inches Added Blue Text for clarification 1. LC — Added Concrete Pressure Pipe Specification reference. 6/19/2013 D. Johnson 2.2.13.5 — Added provisions for mortar bands on concrete pressure pipe. 3.4.C.3 — Revised language related to spacing of casing spacers to correspond to the City's Standard Detail. CITY OF FORT WORTH WATER AND SANITARY SEWER REPLACEMENT STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CONTRACT 2021, WSM-C Revised November 29, 2023 CITY PROJECT NO. 103500 331110-1 DUCTILE IRON PIPE Page 1 of 14 1 SECTION 33 1110 2 DUCTILE IRON PIPE 3 PART1- GENERAL ��l<.� a 1►� /\.�•1 5 A. Section Includes: 6 1. This section applies to Part 2: Camp Bowie Water Improvements. 7 2. Ductile Iron Pipe 3-inch through 64-inch for potable water, wastewater and reuse 8 applications 9 B. Deviations from this City of Fort Worth Standard Specification 10 1. Deleted 2.2.B.14.b-f 11 2. Added 2.2.B.14.g 12 3. Added 2.2.B.14.h 13 C. Related Specification Sections include, but are not necessarily limited to: 14 1. Division 0 — Bidding Requirements, Contract Forms, and Conditions of the 15 Contract 16 2. Division 1 — General Requirements 17 3. Section 33 0131 — Closed Circuit Television (CCTV) Inspection 18 4. Section 33 04 10 — Joint Bonding and Electrical Isolation 19 5. Section 33 04 40 — Cleaning and Acceptance Testing of Water Mains 20 6. Section 33 05 10 — Utility Trench Excavation, Embedment and Backfill 21 7. Section 33 05 24 — Installation of Carrier Pipe in Casing or Tunnel Liner Plate 22 8. Section 33 1105 — Bolts, Nuts, and Gaskets 23 9. Section 33 11 11— Ductile Iron Fittings 24 1.2 PRICE AND PAYMENT PROCEDURES 25 A. Measurement and Payment 26 1. Ductile Iron Pipe 27 a. Measurement 28 1) Measured horizontally along the surface from center line to center line of 29 the fitting, manhole, or appurtenance 30 b. Payment 31 1) The work performed and materials furnished in accordance with this Item 32 and measured as provided under "Measurement" will be paid for at the unit 33 price bid per linear foot for "DIP" installed for: 34 a) Various sizes 35 b) Various types ofbackfill 36 c) Various linings 37 d) Various Depths, for miscellaneous sewer projects only 38 e) Various restraints 39 f) Various uses CITY OF FORT WORTH WATER AND SANITARY SEWER REPLACEMENT STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CONTRACT 2021, WSM-C Revised November 29, 2023 CITY PROJECT NO. 103500 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 33 11 10-2 DUCTILE IRON PIPE Page 2 of 14 c. The price bid shall include: 1) Furnishing and installing Ductile Iron Pipe with joints as specified by the Drawings 2) Mobilization 3) Polyethylene encasement 4) Lining 5) Pavement removal 6) Excavation 7) Hauling 8) Disposal of excess material 9) Furnishing, placement and compaction of embedment 10) Furnishing, placement and compaction of backfill 11) Trench water stops 12) Thrust restraint, if required in Contract Documents 13) Bolts and nuts 14) Gaskets 15) Clean-up 16) Cleaning 17) Disinfection 18) Testing 21 1.3 REFERENCES 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 A. Definitions Gland or Follower Gland a. Non -restrained, mechanical joint fitting 2. Retainer Gland a. Mechanically restrained mechanical joint fitting B. Reference Standards 1. Reference standards cited in this Specification refer to the current reference standard published at the time of the latest revision date logged at the end of this Specification, unless a date is specifically cited. 2. American Association of State Highway and Transportation Officials (AASHTO). 3. American Society of Mechanical Engineers (ASME): a. B 16. 1, Gray Iron Pipe Flanges and Flanged Fittings (Classes 25, 125 and 250). 4. ASTM International (ASTM): a. A193, Standard Specification for Alloy -Steel and Stainless Steel Bolting for High Temperature or High Pressure Service and Other Special Purpose Applications b. A194, Specification for Carbon and Alloy Steel Nuts for Bolts for High Pressure or High Temperature Service, or Both c. A242, Standard Specification for High -Strength Low -Alloy Structural Steel. d. A307, Standard Specification for Carbon Steel Bolts and Studs, 60,000 psi Tensile Strength. e. A674, Standard Practice for Polyethylene Encasement for Ductile Iron Pipe for Water or Other Liquids. f. B 117, Standard Practice for Operating Salt Spray (Fog) Apparatus. CITY OF FORT WORTH WATER AND SANITARY SEWER REPLACEMENT STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CONTRACT 2021, WSM-C Revised November 29, 2023 CITY PROJECT NO. 103500 33 11 10 - 3 DUCTILE IRON PIPE Page 3 of 14 1 g. 13633, Standard Specification for Electrodeposited Coatings of Zinc on Iron and 2 Steel. 3 5. American Water Works Association (AWWA): 4 a. C203, Coal -Tar Protective Coatings and Linings for Steel Water Pipelines - 5 Enamel and Tape - Hot Applied. 6 b. C600, Installation of Ductile -Iron Water Mains and their Appurtenances. 7 c. M41, Ductile -Iron Pipe and Fittings. 8 6. American Water Works Association/American National Standards Institute 9 (AWWA/ANSI): 10 a. C104/A21.4, Cement —Mortar Lining for Ductile -Iron Pipe and Fittings. 11 b. C105/A21.5, Polyethylene Encasement for Ductile -Iron Pipe Systems. 12 c. C111/A21.11, Rubber -Gasket Joints for Ductile -Iron Pressure Pipe and Fittings. 13 d. CI 15/A21.15, Flanged Ductile -Iron Pipe with Ductile -Iron or Gray -Iron 14 Threaded Flanges. 15 e. C150/A21.50, Thickness Design of Ductile -Iron Pipe. 16 f. C151/A21.51, Ductile -Iron Pipe, Centrifugally Cast, for Water. 17 g. C600, Installation of Ductile -Iron Water Mains and their Appurtenances 18 7. NSF International (NSF): 19 a. 61, Drinking Water System Components - Health Effects. 20 8. Society for Protective Coatings (SSPC): 21 a. PA 2, Measurement of Dry Coating Thickness with Magnetic Gages. 22 1.4 ADMINISTRATIVE REQUIREMENTS [NOT USED] 23 1.5 SUBMITTALS 24 A. Submittals shall be in accordance with Section 01 33 00. 25 B. All submittals shall be approved by the City prior to delivery and/or fabrication for 26 specials. 27 1.6 ACTION SUBMITTALS / INFORMATIONAL SUBMITTALS 28 A. Product Data 29 1. Interior lining 30 a. If it is other than cement mortar lining in accordance with AWWA/ANSI 31 C 104/A21.4, including: 32 1) Material 33 2) Application recommendations 34 3) Field touch-up procedures 35 2. Thrust Restraint 36 a. Retainer glands, thrust harnesses or any other means 37 3. Gaskets 38 a. If hydrocarbon or other special gaskets are required 39 B. Shop Drawings — Furnish for Ductile Iron Pipe used in the water distribution system or 40 for a wastewater force main for 24-inch and greater diameters, including: 41 1. Wall thickness design calculations sealed by a Licensed Professional Engineer in 42 Texas including: 43 a. Working pressure CITY OF FORT WORTH WATER AND SANITARY SEWER REPLACEMENT STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CONTRACT 2021, WSM-C Revised November 29, 2023 CITY PROJECT NO. 103500 33 11 10-4 DUCTILE IRON PIPE Page 4 of 14 1 b. Surge pressure 2 c. Deflection 3 2. Provide thrust restraint calculations for all fittings and valves, sealed by a Licensed 4 Professional Engineer in Texas, to verify the restraint lengths shown in the 5 Drawings. 6 3. Lay schedule/drawing for 24-inch and greater diameters, sealed by a Licensed 7 Professional Engineer in Texas including: 8 a. Pipe class 9 b. Joints type 10 c. Fittings 11 d. Stationing 12 e. Transitions 13 f. Joint deflection 14 C. Certificates 15 1. Furnish an affidavit certifying that all Ductile Iron Pipe meets the provisions of this 16 Section, each run of pipe furnished has met Specifications, all inspections have 17 been made, and that all tests have been performed in accordance with 18 AWWA/ANSI C151/A21.51. 19 2. Furnish a certificate stating that buried bolts and nuts conform to ASTM B 117. 20 1.7 CLOSEOUT SUBMITTALS [NOT USED] 21 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 22 1.9 QUALITY ASSURANCE 23 A. Qualifications 24 1. Manufacturers 25 a. Finished pipe shall be the product of 1 manufacturer. 26 1) Change orders, specials, and field changes may be provided by a different 27 manufacturer upon City approval. 28 b. Pipe manufacturing operations (pipe, lining, and coatings) shall be performed 29 under the control of the manufacturer. 30 c. Ductile Iron Pipe 31 1) Manufactured in accordance with AWWA/ANSI C151/A21.51 32 a) Perform quality control tests and maintain results as outlined within 33 standard to assure compliance. 34 2) Subject each pipe to a hydrostatic test of not less than 500 psi for duration 35 of at least 10 seconds. 36 B. Preconstruction Testing 37 1. The City may, at its own cost, subject random lengths of pipe for testing by an 38 independent laboratory for compliance with this Specification. 39 a. The compliance test shall be performed in the United States. 40 b. Any visible defects or failure to meet the quality standards herein will be 41 grounds for rejecting the entire order. 42 1.10 DELIVERY, STORAGE, AND HANDLING 43 A. Storage and Handling Requirements CITY OF FORT WORTH WATER AND SANITARY SEWER REPLACEMENT STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CONTRACT 2021, WSM-C Revised November 29, 2023 CITY PROJECT NO. 103500 1 2 3 4 5 0 33 11 10 - 5 DUCTILE IRON PIPE Page 5 of 14 1. Ductile Iron Pipe shall be stored and handled in accordance with the guidelines as stated in AWWA M41. 2. Secure and maintain a location to store the material in accordance with Section 01 6600. 1.11 FIELD [SITE] CONDITIONS [NOT USED] 1.12 WARRANTY [NOT USED] 7 PART 2 - PRODUCTS 8 2.1 OWNER -FURNISHED [oR] OWNER -SUPPLIED PRODUCTS [NOT USED] 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 2.2 EQUIPMENT, PRODUCT TYPES AND MATERIALS A. Manufacturers 1. Only the manufacturers as listed in the City's Standard Products List will be considered as shown in Section 0160 00. a. The manufacturer must comply with this Specification and related Sections. 2. Any product that is not listed on the Standard Products List is considered a substitution and shall be submitted in accordance with Section 0125 00. B. Pipe 1. Pipe shall be in accordance with AWWA/ANSI C111/A21.11, AWWA/ANSI C150/A21.15, and AWWA/ANSI C151/A21.51. 2. All pipe shall meet the requirements of NSF 61. 3. Pipe shall have a lay length of 18 feet or 20 feet except for special fittings or closure pieces and necessary to comply with the Drawings. 4. As a minimum the following pressures classes apply. The Drawings may specify a higher pressure class or the pressure and deflection design criteria may also require a higher pressure class, but in no case should they be less than the following: Diameter Min Pressure Class (inches) (psi) 3 through 12 350 14 through 20 250 24 200 30 through 64 150 5. Pipe markings shall meet the minimum requirements of AWWA/ANSI C151/A21.51. Minimum pipe markings shall be as follows: a. "DI" or "Ductile" shall be clearly labeled on each pipe b. Weight, pressure class and nominal thickness of each pipe c. Year and country pipe was cast d. Manufacturer's mark 6. Pressure and Deflection Design a. Pipe design shall be based on trench conditions and design pressure class specified in the Drawings. CITY OF FORT WORTH WATER AND SANITARY SEWER REPLACEMENT STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CONTRACT 2021, WSM-C Revised November 29, 2023 CITY PROJECT NO. 103500 33 11 10 - 6 DUCTILE IRON PIPE Page 6 of 14 1 b. Pipe shall be designed according to the methods indicated in AWWA/ANSI 2 C 150/A21.50, AWWA/ANSI C 151/A21.51, and AWWA M41 for trench 3 construction, using the following parameters: 4 1) Unit Weight of Fill (w) = 130 pcf 5 2) Live Load = AASHTO HS 20 6 3) Trench Depth = 12 feet minimum, or as indicated in Drawings 7 4) Bedding Conditions = Type 4 8 5) Working Pressure (P,w) = 150 psi 9 6) Surge Allowance (Ps) = 100 psi 10 7) Design Internal Pressure (Pi) = Pa, + PS or 2:1 safety factor of the actual 11 working pressure plus the actual surge pressure, whichever is greater. 12 a) Test Pressure = 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 (1) No less than 1.25 minimum times the stated working pressure (187 psi minimum) of the pipeline measured at the highest elevation along the test section. (2) No less than 1.5 times the stated working pressure (225 psi minimum) at the lowest elevation of the test section. 8) Maximum Calculated Deflection (DX) = 3 percent 9) Restrained Joint Safety Factor (Sf) = 15 percent c. Trench depths shall be verified after existing utilities are located. 1) Vertical alignment changes required because of existing utility or other conflicts shall be accommodated by an appropriate change in pipe design depth. 2) In no case shall pipe be installed deeper than its design allows. 7. Provisions for Thrust a. Thrust at bends, tees, plugs or other fittings shall be mechanically restrained joints when required by the Drawings. b. Thrust at bends adjacent to casing pipe shall be restrained by mechanical means through casing and for a sufficient distance each side of casing. c. No thrust restraint contribution shall be allowed for the restrained length of pipe within the casing. d. Restrained joints, when required, shall be used for a sufficient distance from each side of the bend, tee, plug, valve or other fitting to resist thrust which will be developed at the design pressure of the pipe. For the purpose of thrust, the following shall apply: 1) Valves shall be calculated as dead ends. 2) Design pressure shall be greater than the working pressure of the pipe or the internal pressure (Pi) whichever is greater. 3) Restrained joints shall consist of approved mechanical restrained or push - on restrained joints as listed in the City's Standard Products List as shown in Section 01 60 00. e. The Pipe Manufacturer shall verify the length of pipe with restrained joints to resist thrust in accordance with the Drawings, AWWA M41, and the following: 1) The weight of earth (We) shall be calculated as the weight of the projected soil prism above the pipe, for unsaturated soil conditions. 2) Soil density = 130 pcf (maximum value to be used), for unsaturated soil conditions 3) If indicated on the Drawings and the Geotechnical Borings that ground water is expected, account for reduced soil density. CITY OF FORT WORTH WATER AND SANITARY SEWER REPLACEMENT STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CONTRACT 2021, WSM-C Revised November 29, 2023 CITY PROJECT NO. 103500 33 11 10-7 DUCTILE IRON PIPE Page 7 of 14 1 8. Joints 2 a. General — Comply with AWWA/ANSI C111/A21.11. 3 b. Push -On Joints 4 c. Mechanical Joints 5 d. Push -On Restrained Joints 6 1) Restraining Push -on joints by means of a special gasket 7 a) Only those products that are listed in Section 0160 00 8 b) The working pressure rating of the restrained gasket must exceed the 9 test pressure of the pipe line to be installed. 10 c) Approved for use of restraining Ductile Iron Pipe in casing with a 11 carrier pipe of 4-inches to 12-inches 12 d) Otherwise only approved if specially listed on the Drawings 13 2) Push -on Restrained Joint bell and spigot 14 a) Only those products list in the standard products list will be allowed for 15 the size listed in the standard products list per Section 01 60 00. 16 b) Pressure rating shall exceed the working and test pressure of the pipe 17 line. 18 e. Flanged Joints — AWWA/ANSI C 115/A21.15, ASME B 16.1, Class 125 19 f. Flange bolt circles and bolt holes shall match those of ASME B 16.1, Class 125. 20 g. Field fabricated flanges are prohibited. 21 9. Gaskets 22 a. Provide Gaskets in accordance with Section 33 1105. 23 10. Isolation Flanges 24 a. Flanges required by the drawings to be Isolation Flanges shall conform to 25 Section 33 04 10. 26 11. Bolts and Nuts 27 a. Mechanical Joints 28 1) Provide bolts and nuts in accordance with Section 33 1105. 29 b. Flanged Ends 30 1) Meet requirements ofAWWA C115. 31 a) Provide bolts and nuts in accordance with Section 33 1105. 32 12. Flange Coatings 33 a. Connections to Steel Flanges 34 1) Buried connections with Steel Flanges shall be coated with a Petrolatum 35 Tape System in accordance with Section 33 1105. 36 13. Ductile Iron Pipe Exterior Coatings 37 a. All ductile iron shall have an asphaltic coating, minimum of 1 mil thick, on the 38 pipe exterior, unless otherwise specified in the Contract Documents. 39 14. Polyethylene Encasement 40 a. All buried Ductile Iron Pipe shall be polyethylene encased. 41City's Standard Pr-eduets List as shown 42 in Seetion 0160 00 wiR be eonsideFed fteeeptable. 43 . 44 d. Eneasement for- buried pipe shall be 8 mil finear- low density (LLD) 45 46 47 A txnx7 A / A SI C1 05hk21 .5 and A S TA4 A 6 7A. CITY OF FORT WORTH WATER AND SANITARY SEWER REPLACEMENT STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CONTRACT 2021, WSM-C Revised November 29, 2023 CITY PROJECT NO. 103500 331110-8 DUCTILE IRON PIPE Page 8 of 14 I e. Markingi At a minimum of every 2 feet along its length, the mark 2 polyethylene film with the following information; 3Manufaeturer-'s name or- trademark 4 5 . 6 7 5) Applienble range of nominal diameter- sizes 8 6) War-ning Corrosion Pr-oteetion Repair Any Damage 9 10 , peFfeFm one of the fellowingi 11 AIMED MZATFAV-1, 12 13 Publie Works Assoeiation Uniform ColoiF Code-,--ff 14 e) Attaeb pur-ple reelaimed water marker- tape to the polyethylene 15 16 , peFfoFm one of the folioMng; 17 " "• 18 , v 20 e) Attiteh green sanitar-y sewer- mar-ker- tape to the polyethylene wrap. 21 g. Polvethvlene encasement for use with ductile iron pipe systems shall 22 consist of three lavers of co -extruded linear low densitv polvethvlene 23 (LLDPE), fused into a single thickness of not less than eight mils. 24 h. The inside surface of the polvethvlene wrap to be in contact with the pipe 25 exterior shall be infused with a blend of anti -microbial biocide to mitigate 26 microbiologically influenced corrosion and a volatile corrosion inhibitor to 27 control galvanic corrosion. 28 i. Minimum widths 29 Polyethylene Tube and Sheet Sizes for Push -On Joint Pipe Nominal Pipe Diameter Min. Width — Flat Tube Min. Width — Sheet (inches) (inches) (inches) 3 14 28 4 14 28 6 16 32 8 20 40 10 24 48 12 27 54 14 30 60 16 34 68 18 37 74 20 41 82 24 54 108 30 67 134 36 81 162 42 81 162 CITY OF FORT WORTH WATER AND SANITARY SEWER REPLACEMENT STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CONTRACT 2021, WSM-C Revised November 29, 2023 CITY PROJECT NO. 103500 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 11 10-9 DUCTILE IRON PIPE Page 9 of 14 48 95 190 54 108 216 60 108 216 64 121 242 15. Ductile Iron Pipe Interior Lining a. Cement Mortar Lining 1) Ductile Iron Pipe for potable water shall have a cement mortar lining in accordance with AWWA/ANSI CI04/A21.O4 and be acceptable according to NSF 61. b. Ceramic Epoxy or Epoxy Linings 1) Ductile Iron Pipe for use in wastewater applications shall be lined with a Ceramic Epoxy or Epoxy lining as designated in the City's Standard Products List as shown in Section 01 60 00. 2) Apply lining at a minimum of 40 mils DFT. 3) Due to the tolerances involved, the gasket area and spigot end up to 6 inches back from the end of the spigot end must be coated with 6 mils nominal, 10 mils maximum using a Joint Compound as supplied by the manufacturer. a) Apply the joint compound by brush to ensure coverage. b) Care should betaken that the joint compound is smooth without excess buildup in the gasket seat or on the spigot ends. c) Coat the gasket seat and spigot ends after the application of the lining. 4) Surface preparation shall be in accordance with the manufacturer's recommendations. 5) Check thickness using a magnetic film thickness gauge in accordance with the method outlined in SSPC PA 2. 6) Test the interior lining of all pipe barrels for pinholes with a non- destructive 2,500 volt test. a) Repair any defects prior to shipment. 7) Mark each fitting with the date of application of the lining system along with its numerical sequence of application on that date and records maintained by the applicator of his work. 8) For all Ductile Iron Pipe in wastewater service where the pipe has been cut, coat the exposed surface with the touch-up material as recommended by the manufacturer. a) The touch-up material and the lining shall be of the same manufacturer. CITY OF FORT WORTH WATER AND SANITARY SEWER REPLACEMENT STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CONTRACT 2021, WSM-C Revised November 29, 2023 CITY PROJECT NO. 103500 33 11 10- 10 DUCTILE IRON PIPE Page 10 of 14 1 2.3 ACCESSORIES [NOT USED] 2 2.4 SOURCE QUALITY CONTROL [NOT USED] 3 PART 3 - EXECUTION 4 3.1 INSTALLERS [NOT USED] 5 3.2 EXAMINATION [NOT USED] 6 3.3 PREPARATION [NOT USED] 7 3.4 INSTALLATION 8 A. General 9 1. Install pipe, fittings, specials and appurtenances as specified herein, as specified in 10 AWWA C600, AWWA M41 and in accordance with the pipe manufacturer's 11 recommendations. 12 2. See Section 33 11 11 for installation requirements for Ductile Iron Fittings. 13 3. Lay pipe to the lines and grades as indicated in the Drawings. 14 4. Excavate and backfill trenches in accordance with Section 33 05 10. 15 5. Embed Ductile Iron Pipe in accordance with Section 33 05 10. 16 6. For installation of carrier pipe within casing, see Section 33 05 24. 17 B. Pipe Handling 18 1. Haul and distribute pipe and fittings at the project site. 19 2. Handle piping with care to avoid damage. 20 a. Inspect each joint of pipe and reject or repair any damaged pipe prior to 21 lowering into the trench. 22 b. Do not handle the pipe in such a way that will damage the interior lining. 23 c. Use only nylon ropes, slings or other lifting devices that will not damage the 24 surface of the pipe for handling the pipe. 25 3. At the close of each operating day: 26 a. Keep the pipe clean and free of debris, dirt, animals and trash — during and after 27 the laying operation. 28 b. Effectively seal the open end of the pipe using a gasketed night cap. 29 C. Joint Making 30 1. Mechanical Joints 31 a. Bolt the follower ring into compression against the gasket with the bolts 32 tightened down evenly then cross torqued in accordance with AWWA C600. 33 b. Overstressing of bolts to compensate for poor installation practice will not be 34 permitted. 35 2. Push -on Joints 36 a. Install Push -on joints as defined in AWWA/ANSI CI I I/A21.11. 37 b. Wipe clean the gasket seat inside the bell of all extraneous matter. 38 c. Place the gasket in the bell in the position prescribed by the manufacturer. CITY OF FORT WORTH WATER AND SANITARY SEWER REPLACEMENT STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CONTRACT 2021, WSM-C Revised November 29, 2023 CITY PROJECT NO. 103500 33 11 10 - 11 DUCTILE IRON PIPE Page 11 of 14 1 d. Apply a thin film of non -toxic vegetable soap lubricant to the inside of the 2 gasket and the outside of the spigot prior to entering the spigot into the bell. 3 e. When using a field cut plain end piece of pipe, refinish the field cut and scarf to 4 conform to AWWA C600. 5 3. Flanged Joints 6 a. Use erection bolts and drift pins to make flanged connections. 7 1) Do not use undue force or restraint on the ends of the fittings. 8 2) Apply even and uniform pressure to the gasket. 9 b. The fitting must be free to move in any direction while bolting. 10 1) Install flange bolts with all bolt heads faced in one direction. 11 4. Joint Deflection 12 a. Deflect the pipe only when necessary to avoid obstructions or to meet the lines 13 and grades and shown in the Drawings. 14 b. The deflection of each joint must be in accordance with AWWA C600 Table 3. 15 c. The maximum deflection allowed is 50 percent of that indicated in AWWA 16 C600. 17 d. The manufacturer's recommendation may be used with the approval of the 18 Engineer. 19 D. Polyethylene Encasement Installation 20 1. Preparation 21 a. Remove all lumps of clay, mud, cinders, etc., on pipe surface prior to 22 installation of polyethylene encasement. 23 1) Prevent soil or embedment material from becoming trapped between pipe 24 and polyethylene. 25 b. Fit polyethylene film to contour of pipe to affect a snug, but not tight encase 26 with minimum space between polyethylene and pipe. 27 1) Provide sufficient slack in contouring to prevent stretching polyethylene 28 where it bridges irregular surfaces such as bell -spigot interfaces, bolted 29 joints or fittings and to prevent damage to polyethylene due to backfilling 30 operations. 31 2) Secure overlaps and ends with adhesive tape and hold. 32 c. For installations below water table and/or in areas subject to tidal actions, seal 33 both ends of polyethylene tube with adhesive tape at joint overlap. 34 2. Tubular Type (Method A) 35 a. Cut polyethylene tube to length approximately 2 feet longer than pipe section. 36 b. Slip tube around pipe, centering it to provide 1-foot overlap on each adjacent 37 pipe section and bunching it accordion -fashion lengthwise until it clears pipe 38 ends. 39 c. Lower pipe into trench and make up pipe joint with preceding section of pipe. 40 d. Make shallow bell hole at joints to facilitate installation of polyethylene tube. 41 e. After assembling pipe joint, make overlap of polyethylene tube, pull bunched 42 polyethylene from preceding length of pipe, slip it over end of the new length 43 of pipe and wrap until it overlaps joint at end of preceding length of pipe. 44 f. Secure overlap in place. 45 g. Take up slack width at top of pipe to make a snug, but not tight, fit along barrel 46 of pipe, securing fold at quarter points. 47 h. Repair cuts, tears, punctures or other damage to polyethylene. CITY OF FORT WORTH WATER AND SANITARY SEWER REPLACEMENT STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CONTRACT 2021, WSM-C Revised November 29, 2023 CITY PROJECT NO. 103500 33 11 10 - 12 DUCTILE IRON PIPE Page 12 of 14 i. Proceed with installation of next pipe in same manner. 2 3. Tubular Type (Method B) 3 a. Cut polyethylene tube to length approximately 1 foot shorter than pipe section. 4 b. Slip tube around pipe, centering it to provide 6 inches of bare pipe at each end. 5 c. Take up slack width at top of pipe to make a snug, but not tight, fit along barrel 6 of pipe, securing fold at quarter points; secure ends. 7 d. Before making up joint, slip 3-foot length of polyethylene tube over end of 8 proceeding pipe section, bunching it accordion -fashion lengthwise. 9 e. After completing joint, pull 3-foot length of polyethylene over joint, 10 overlapping polyethylene previously installed on each adjacent section of pipe 11 by at least 1 foot; make each end snug and secure. 12 4. Sheet Type 13 a. Cut polyethylene sheet to a length approximately 2 feet longer than piece 14 section. 15 b. Center length to provide 1-foot overlap on each adjacent pipe section, bunching 16 it until it clears the pipe ends. 17 c. Wrap polyethylene around pipe so that it circumferentially overlaps top 18 quadrant of pipe. 19 d. Secure cut edge of polyethylene sheet at intervals of approximately 3 feet. 20 e. Lower wrapped pipe into trench and make up pipe joint with preceding section 21 of pipe. 22 f. Make shallow bell hole at joints to facilitate installation of polyethylene. 23 g. After completing joint, make overlap and secure ends. 24 h. Repair cuts, tears, punctures or other damage to polyethylene. 25 i. Proceed with installation of next section of pipe in same manner. 26 5. Pipe -Shaped Appurtenances 27 a. Cover bends, reducers, offsets and other pipe -shaped appurtenances with 28 polyethylene in same manner as pipe and fittings. 29 6. Odd -Shaped Appurtenances 30 a. When it is not practical to wrap valves, tees, crosses, and other odd -shaped 31 pieces in tube, wrap with flat sheet or split length polyethylene tube by passing 32 sheet under appurtenances and bringing it up around body. 33 b. Make seams by bringing edges together, folding over twice and taping down. 34 c. Tape polyethylene securely in place at the valve stem and at any other 35 penetrations. 36 7. Repairs 37 a. Repair any cuts, tears, punctures or damage to polyethylene with adhesive tape 38 or with short length of polyethylene sheet or cut open tube, wrapped around 39 fitting to cover damaged area and secured in place. 40 8. Openings in Encasement 41 a. Provide openings for branches, service taps, blow -offs, air valves and similar 42 appurtenances by making an X-shaped cut in polyethylene and temporarily 43 folding back film. 44 b. After appurtenance is installed, tape slack securely to appurtenance and repair 45 cut, as well as other damaged area in polyethylene with tape. 46 c. Service taps may also be made directly through polyethylene, with any 47 resulting damaged areas being repaired as described above. CITY OF FORT WORTH WATER AND SANITARY SEWER REPLACEMENT STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CONTRACT 2021, WSM-C Revised November 29, 2023 CITY PROJECT NO. 103500 33 11 10 - 13 DUCTILE IRON PIPE Page I3 of 14 1 9. Junctions between Wrapped and Unwrapped Pipe: 2 a. Where polyethylene -wrapped pipe joins an adjacent pipe that is not wrapped, 3 extend polyethylene wrap to cover adjacent pipe for distance of at least 3 feet. 4 b. Secure end with circumferential turns of tape. 5 c. Wrap service lines of dissimilar metals with polyethylene or suitable dielectric 6 tape for minimum clear distance of 3 feet away from Cast or Ductile Iron Pipe. 7 3.5 REPAIR/RESTORATION 8 A. Patching 9 1. Excessive field -patching is not permitted of lining or coating. 10 2. Patching of lining or coating will be allowed where area to be repaired does not 11 exceed 100 square inches and has no dimensions greater than 12 inches. 12 3. In general, there shall not be more than 1 patch on either the lining or the coating of 13 any 1 joint of pipe. 14 4. Wherever necessary to patch the pipe: 15 a. Make patch with cement mortar as previously specified for interior joints. 16 b. Do not install patched pipe until the patch has been properly and adequately 17 cured and approved for laying by the City. 18 5. Promptly remove rejected pipe from the site. 19 3.6 RE -INSTALLATION [NOT USED] 20 3.7 FIELD [OR] SITE QUALITY CONTROL 21 A. Potable Water Mains 22 1. Cleaning, disinfection, hydrostatic testing and bacteriological testing of water mains 23 a. Clean, flush, pig, disinfect, hydrostatic test and bacteriological test the water 24 main as specified in Section 33 04 40. 25 B. Wastewater Lines 26 1. Closed Circuit Television (CCTV) Inspection 27 a. Provide a Post -CCTV Inspection in accordance with Section 33 01 31. 28 3.8 SYSTEM STARTUP [NOT USED] 29 3.9 ADJUSTING [NOT USED] 30 3.10 CLEANING [NOT USED] 31 3.11 CLOSEOUT ACTIVITIES [NOT USED] 32 3.12 PROTECTION [NOT USED] 33 3.13 MAINTENANCE [NOT USED] 34 3.14 ATTACHMENTS [NOT USED] 35 END OF SECTION 36 CITY OF FORT WORTH WATER AND SANITARY SEWER REPLACEMENT STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CONTRACT 2021, WSM-C Revised November 29, 2023 CITY PROJECT NO. 103500 33 11 10 - 14 DUCTILE IRON PIPE Page 14 of 14 Revision Log DATE NAME SUMMARY OF CHANGE 1.2.A. Lb. — Updated Payment types 12/20/2012 D. Johnson 1.3 — Added definitions of gland types for clarity 2.2.B.9, 10, 11 and 12 — Added reference to Section 33 1105 and removed material specification for bolts, nuts and gaskets CITY OF FORT WORTH WATER AND SANITARY SEWER REPLACEMENT STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CONTRACT 2021, WSM-C Revised November 29, 2023 CITY PROJECT NO. 103500 1 2 3 PARTI- GENERAL 4 1.1 SUMMARY SECTION 33 1111 DUCTILE IRON FITTINGS 331111-1 DUCTILE IRON FITTINGS Page 1 of 13 5 A. Section Includes: 6 1. This section applies to Part 2: Camp Bowie Water Improvements. 7 2. Ductile Iron Fittings 3-inch through 64-inch for potable water, wastewater, and 8 other liquids for use with Ductile Iron Pipe and Polyvinyl Chloride (PVC) Pipe 9 3. All mechanical joint fittings shall be mechanically restrained using restrained 10 wedge type retainer glands. 11 B. Deviations from this City of Fort Worth Standard Specification 12 1. Deleted 2.2.B.14.b-f 13 2. Added 2.2.B.14.g 14 3. Added 2.2.B.14.h 15 C. Related Specification Sections include, but are not necessarily limited to: 16 1. Division 0 — Bidding Requirements, Contract Forms, and Conditions of the 17 Contract 18 2. Division 1 — General Requirements 19 3. Section 03 30 00 — Cast -in -Place Concrete 20 4. Section 33 04 10 — Joint Bonding and Electrical Isolation 21 5. Section 33 04 40 — Cleaning and Acceptance Testing of Water Mains 22 6. Section 33 05 10 — Utility Trench Excavation, Embedment and Backfill 23 7. Section 33 1105 — Bolts, Nuts, and Gaskets 24 1.2 PRICE AND PAYMENT PROCEDURES 25 A. Measurement and Payment 26 1. Ductile Iron Water Fittings with Restraint 27 a. Measurement 28 1) Shall be per ton of fittings supplied 29 2) Fittings weights are the sum of the various types of fittings multiplied by 30 the weight per fitting as listed in AWWA/ANSI C153/A21.53. 31 3) The fitting weights listed in AWWA/ANSI C110/A21.10 are only allowed 32 for specials where an AWWA/ANSI C 153/A21.53 is not available, or if the 33 Drawings specifically call for an AWWA/ANSI C110/A21.10 fittings. 34 4) If the Contractor chooses to supply AWWA/ANSI C110/A21.10 (full 35 body) Ductile Iron Fittings in lieu of AWWA/ANSI C153/A21.53 36 (compact) Ductile Iron Fittings at his convenience, then the weight shall be 37 measured in accordance with AWWA/ANSI CI53/A21.53. 38 b. Payment CITY OF FORT WORTH WATER AND SANITARY SEWER REPLACEMENT STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CONTRACT 2021, WSM-C Revised November 29, 2023 CITY PROJECT NO. 103500 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 33 11 11 -2 DUCTILE IRON FITTINGS Page 2 of 13 1) The work performed and materials furnished in accordance with this Item and measured as provided under "Measurement" will be paid for at the unit price bid per ton of "Ductile Iron Water Fittings with Restraint". c. The price bid shall include: 1) Furnishing and installing Ductile Iron Water Fittings as specified by the Drawings 2) Polyethylene encasement 3) Lining 4) Pavement removal 5) Excavation 6) Hauling 7) Disposal of excess material 8) Furnishing and installing bolts, nuts, and restraints 9) Furnishing, placement and compaction of embedment 10) Furnishing, placement and compaction of backfill 11) Trench water stops 12) Clean-up 13) Cleaning 14) Disinfection 15) Testing 2. Ductile Iron Sewer Fittings a. Measurement 1) Shall be per ton of fittings supplied 2) Fittings weights are the sum of the various types of fittings multiplied by the weight per fitting as listed in AWWA/ANSI C 153/A21.53. 3) The fitting weights listed in AWWA/ANSI C 110/A21.10 are only allowed for specials where an AWWA/ANSI C153/A21.53 is not available, or if the Drawings specifically call for an AWWA/ANSI C110/A21.10 fittings. 4) If the Contractor chooses to supply AWWA/ANSI CI IO/A21.10 (full body) Ductile Iron Fittings in lieu of AWWA/ANSI C153/A21.53 (compact) Ductile Iron Fittings at his convenience, then the weight shall be measured in accordance with AWWA/ANSI C153/A21.53. b. Payment 1) The work performed and materials furnished in accordance with this Item and measured as provided under "Measurement" will be paid for at the unit price bid per ton of "Ductile Iron Sewer Fittings". c. The price bid shall include: 1) Furnishing and installing Ductile Iron Water Fittings as specified by the Drawings 2) Epoxy Coating 3) Polyethylene encasement 4) Lining 5) Pavement removal 6) Excavation 7) Hauling 8) Disposal of excess material 9) Furnishing and installing bolts, nuts, and restraints 10) Furnishing, placement and compaction of embedment 11) Furnishing, placement and compaction of backfill CITY OF FORT WORTH WATER AND SANITARY SEWER REPLACEMENT STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CONTRACT 2021, WSM-C Revised November 29, 2023 CITY PROJECT NO. 103500 33 11 11 -3 DUCTILE IRON FITTINGS Page 3 of 13 1 12) Clean-up 2 13) Cleaning 3 14) Disinfection 4 15) Testing 5 1.3 REFERENCES 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 A. Definitions 1. Gland or Follower Gland a. Non -restrained, mechanical joint fitting 2. Retainer Gland a. Mechanically restrained mechanical joint fitting, consisting of multiple gripping wedges incorporated into a follower gland meeting the applicable requirements of ANSI/AWWA C110/A21.10. B. Reference Standards 1. Reference standards cited in this Specification refer to the current reference standard published at the time of the latest revision date logged at the end of this Specification, unless a date is specifically cited. 2. American Society of Mechanical Engineers (ASME): a. B16.1, Gray Iron Pipe Flanges and Flanged Fittings (Classes 25, 125 and 250). 3. ASTM International (ASTM): a. A193, Standard Specification for Alloy -Steel and Stainless Steel Bolting for High Temperature or High Pressure Service and Other Special Purpose Applications b. A194, Specification for Carbon and Alloy Steel Nuts for Bolts for High Pressure or High Temperature Service, or Both c. A242, Standard Specification for High -Strength Low -Alloy Structural Steel. d. A674, Standard Practice for Polyethylene Encasement for Ductile Iron Pipe for Water or Other Liquids. e. B 117, Standard Practice for Operating Salt Spray (Fog) Apparatus. 4. American Water Works Association (AWWA): a. C203, Coal -Tar Protective Coatings and Linings for Steel Water Pipelines - Enamel and Tape - Hot Applied. b. C600, Installation of Ductile -Iron Water Mains and their Appurtenances. c. M41, Ductile -Iron Pipe and Fittings. 5. American Water Works Association/American National Standards Institute (AWWA/ANSI): a. C 104/A21.4, Cement —Mortar Lining for Ductile -Iron Pipe and Fittings. b. C105/A21.5, Polyethylene Encasement for Ductile -Iron Pipe Systems. c. C 110/A21.10, Ductile -Iron and Gray -Iron Fittings. d. C111/A21.11, Rubber -Gasket Joints for Ductile -Iron Pressure Pipe and Fittings. e. C115/A21.15, Flanged Ductile -Iron Pipe with Ductile -Iron or Gray -Iron Threaded Flanges. f. C151/A21.51, Ductile -Iron Pipe, Centrifugally Cast, for Water. g. C153/A21.53, Ductile -Iron Compact Fittings for Water Service. 6. NSF International (NSF): a. 61, Drinking Water System Components - Health Effects. CITY OF FORT WORTH WATER AND SANITARY SEWER REPLACEMENT STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CONTRACT 2021, WSM-C Revised November 29, 2023 CITY PROJECT NO. 103500 33 11 11 -4 DUCTILE IRON FITTINGS Page 4 of 13 1 7. Society for Protective Coatings (SSPC): 2 a. PA 2, Measurement of Dry Coating Thickness with Magnetic Gages. 3 1.4 ADMINISTRATIVE REQUIREMENTS [NOT USED] 4 1.5 SUBMITTALS 5 A. Submittals shall be in accordance with Section 0133 00. 6 B. All submittals shall be approved by the City prior to delivery and/or fabrication for 7 specials. 8 1.6 ACTION SUBMITTALS / INFORMATIONAL SUBMITTALS 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 A. Product Data 1. Ductile Iron Fittings a. Pressure class b. Interior lining c. Joint types 2. Polyethylene encasement and tape a. Planned method of installation b. Whether the film is linear low density or high density cross linked polyethylene c. The thickness of the film provided 3. The interior lining, if it is other than cement mortar lining in accordance with AWWA/ANSI C104/A21.4 a. Material b. Application recommendations c. Field touch-up procedures 4. Thrust Restraint a. Retainer glands b. Thrust harnesses c. Any other means 5. Gaskets a. Provide Gaskets in accordance with Section 33 1105. 6. Isolation Flanges a. Flanges required by the drawings to be Isolation Flanges shall conform to Section 33 04 10. 7. Bolts and Nuts a. Mechanical Joints 1) Provide bolts and nuts in accordance with Section 33 1105. b. Flanged Ends 1) Meet requirements of AWWA C115. a) Provide bolts and nuts in accordance with Section 33 1105. 8. Flange Coatings a. Connections to Steel Flanges 1) Buried connections with Steel Flanges shall be coated with a Petrolatum Tape System in accordance with Section 33 1105. B. Certificates CITY OF FORT WORTH WATER AND SANITARY SEWER REPLACEMENT STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CONTRACT 2021, WSM-C Revised November 29, 2023 CITY PROJECT NO. 103500 33 11 11 -5 DUCTILE IRON FITTINGS Page 5 of 13 1 1. The manufacturer shall furnish an affidavit certifying that all Ductile Iron Fittings 2 meet the provisions of this Section and meet the requirements of AWWA/ANSI 3 C 110/A21.10 or AWWA/ANSI C 153/A21.53. 4 2. Furnish a certificate stating that buried bolts and nuts conform to ASTM B 117. 5 1.7 CLOSEOUT SUBMITTALS [NOT USED] 6 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 7 1.9 QUALITY ASSURANCE 8 A. Qualifications 9 1. Manufacturers 10 a. Fittings manufacturing operations (fittings, lining, and coatings) shall be 11 performed under the control of the manufacturer. 12 b. Ductile Iron Fittings shall be manufactured in accordance with AWWA/ANSI 13 C110/A21.10 orAWWA/ANSI C153/A21.53. 14 1) Perform quality control tests and maintain the results as outlined in these 15 standards to assure compliance. 16 B. Preconstruction Testing 17 1. The City may, at its own cost, subject random fittings for destructive testing by an 18 independent laboratory for compliance with this Specification. 19 a. The compliance test shall be performed in the United States. 20 b. Any visible defects or failure to meet the quality standards herein will be 21 grounds for rejecting the entire order. 22 1.10 DELIVERY, STORAGE, AND HANDLING 23 A. Storage and Handling Requirements 24 1. Store and handle in accordance with the guidelines as stated in AWWA M41. 25 2. Secure and maintain a location to store the material in accordance with Section 01 26 6600. 27 1.11 FIELD [SITE] CONDITIONS [NOT USED] 28 1.12 WARRANTY [NOT USED] 29 PART 2 - PRODUCTS 30 2.1 OWNER -FURNISHED [OR] OWNER -SUPPLIED PRODUCTS [NOT USED] 31 2.2 EQUIPMENT, PRODUCT TYPES AND MATERIALS 32 A. Manufacturers 33 1. Only the manufacturers as listed on the City's Standard Products List will be 34 considered as shown in Section 01 60 00. 35 a. The manufacturer must comply with this Specification and related Sections. 36 2. Any product that is not listed on the Standard Products List is considered a 37 substitution and shall be submitted in accordance with Section 01 25 00. 38 B. Ductile Iron Fittings CITY OF FORT WORTH WATER AND SANITARY SEWER REPLACEMENT STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CONTRACT 2021, WSM-C Revised November 29, 2023 CITY PROJECT NO. 103500 33 11 11 -6 DUCTILE IRON FITTINGS 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 Page 6 of 13 1. Ductile Iron Fittings shall be in accordance with AWWA/ANSI C110/A21.10, AWWA/ANSI C153/A21.53. 2. All fittings for potable water service shall meet the requirements of NSF 61. 3. Ductile Iron Fittings, at a minimum, shall meet or exceed the pressures classes of the pipe which the fitting is connected, unless specifically indicated in the Drawings. 4. Fittings Markings a. Meet the minimum requirements of AWWA/ANSI C151/A21.51. b. Minimum markings shall include: 1) "DI" or "Ductile" cast or metal stamped on each fitting 2) Applicable AWWA/ANSI standard for that the fitting 3) Pressure rating 4) Number of degrees for all bends 5) Nominal diameter of the openings 6) Year and country fitting was cast 7) Manufacturer's mark 5. Joints a. Mechanical Joints with mechanical restraint 1) Comply with AWWA/ANSI C111/A21.11 and applicable parts of ANSI/AWWA C110/A21.10. 2) The retainer gland shall have the following working pressure ratings based on size and type of pipe: a) Ductile Iron Pipe (1) 3-inch — 16-inch, 350 psi (2) 18-inch — 48-inch, 250 psi b) PVC C900 and C905 (1) 3-inch — 12-inch, 305psi (2) 14-inch — 16-inch, 235psi (3) 18-inch — 20-inch, 200psi (4) 24-inch — 30 —inch 165psi c) Ratings are for water pressure and must include a minimum safety factor of 2 to 1 in all sizes 3) Retainer glands shall have specific designs for Ductile Iron and PVC and should be easily differentiate between the 2. 4) Gland body, wedges and wedge actuating components shall be cast from grade 65-45-12 ductile iron material in accordance with ASTM A536. 5) Mechanical joint restraint shall require conventional tools and installation procedures per AWWA C600, while retaining full mechanical joint deflection during assembly as well as allowing joint deflection after assembly. 6) Proper actuation of the gripping wedges shall be ensured with torque limiting twist off nuts. 7) A minimum of 6 wedges shall be required for 8 inch diameter PVC pipe. b. Push -On, Restrained Joints 1) Restraining Push -on joints by means of a special gasket a) Only those products that are listed in 0160 00 b) The working pressure rating of the restrained gasket must exceed the test pressure of the pipe line to be installed. CITY OF FORT WORTH WATER AND SANITARY SEWER REPLACEMENT STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CONTRACT 2021, WSM-C Revised November 29, 2023 CITY PROJECT NO. 103500 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 33 11 11 -7 DUCTILE IRON FITTINGS Page 7 of 13 c) Approved for use of restraining Ductile Iron Pipe in casing with a carrier pipe of 4-inches to 12-inches d) Otherwise only approved if specially listed on the drawings 2) Push -on Restrained Joint bell and spigot a) Only those products list in the standard products list will be allowed for the size listed in the standard products list per Section 01 60 00 b) Pressure rating shall exceed the working and test pressure of the pipe line c. Flanged Joints 1) AWWA/ANSI C 115/A21.15, ASME B 16.1, Class 125 2) Flange bolt circles and bolt holes shall match those of ASME B 16.1, Class 125. 3) Field fabricated flanges are prohibited. 6. Gaskets a. Provide Gaskets in accordance with Section 33 1105. 7. Isolation Flanges a. Flanges required by the drawings to be Isolation Flanges shall conform to Section 33 04 10. 8. Bolts and Nuts a. Mechanical Joints 1) Provide bolts and nuts in accordance with Section 33 11 05. b. Flanged Ends 1) Meet requirements of AWWA C115. a) Provide bolts and nuts in accordance with Section 33 1105. 9. Flange Coatings a. Connections to Steel Flanges 1) Buried connections with Steel Flanges shall be coated with a Petrolatum Tape System in accordance with Section 33 1105. 10. Ductile Iron Fitting Exterior Coatings a. All Ductile Iron Fittings shall have an asphaltic coating, minimum of 1 mil thick, on the exterior, unless otherwise specified in the Contract Documents. 11. Polyethylene Encasement a. All buried Ductile Iron Fittings shall be polyethylene encased. ti. Only m „f.,,,tuFe,-s listed in the City's Standard Products List a s>tine. Use only virgin polyethylene material. D d. Eneasement for- buried fittings shall be 8 mil finear- low density (LLD) e. Alar-kingi At a minimum of every 2 feet along its length, the mark the polyethylene film A4th the following infor-mation.2 1) Manufaetur-er-'s name or- trademark 2) Year- of manufaetuFer- 3) AWWA � A Alrr NSI C---105/ .4) Minimum film thieliness and material type 5) Applienble irange of nominal diameter- sizes CITY OF FORT WORTH WATER AND SANITARY SEWER REPLACEMENT STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CONTRACT 2021, WSM-C Revised November 29, 2023 CITY PROJECT NO. 103500 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 PAP) 33 11 11 -8 DUCTILE IRON FITTINGS Page 8 of 13 "RECLAIMED6) WaFaing Corrosion Proteetion Repair- Any Damage » r 2) MlastewateF, perform one of the folmlowingi a) Label polyeth�xlene eneasement with « ». b) Provide gFeefl polyethylene in aeeor-danee with the tmaaivan g. Polvethvlene encasement for use with ductile iron pipe systems shall consist of three lavers of co -extruded linear low densitv Polvethvlene (LLDPE), fused into a single thickness of not less than eight mils. h. The inside surface of the Polvethvlene wrap to be in contact with the pipe exterior shall be infused with a blend of anti -microbial biocide to mitigate microbiolo2ically influenced corrosion and a volatile corrosion inhibitor to control galvanic corrosion. i. Minimum widths Polyethylene Tube and Sheet Sizes for Push -On Joint Fittings Nominal Fittings Diameter (inches) 3 4 6 li 8 10 12 14 16 18 20 24 30 36 42 48 54 60 64 Min. Width — Flat Tube (inches) 14 14 16 20 24 27 30 34 37 41 54 67 81 81 95 108 108 121 23 12. Ductile Iron Fittings Interior Lining 24 a. Cement Mortar Lining Min. Width — Sheet (inches) 28 28 32 40 48 54 60 68 74 82 108 134 162 162 190 216 216 242 CITY OF FORT WORTH WATER AND SANITARY SEWER REPLACEMENT STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CONTRACT 2021, WSM-C Revised November 29, 2023 CITY PROJECT NO. 103500 33 11 11 -9 DUCTILE IRON FITTINGS Page 9 of 13 1 1) Ductile Iron Fittings for potable water shall have a cement mortar lining in 2 accordance with AWWA/ANSI C104/A21.4 and be acceptable according to 3 NSF 61. 4 b. Ceramic Epoxy or Epoxy Linings 5 1) Ductile Iron Fittings for use in wastewater applications shall be lined with 6 a Ceramic Epoxy or Epoxy lining as designated in the Standard Products 7 List as shown in Section 0160 00. 8 2) Apply lining at a minimum of 40 mils DFT 9 3) Due to the tolerances involved, the gasket area and spigot end up to 6 10 inches back from the end of the spigot end must be coated with 6 mils 11 nominal, 10 mils maximum using a Joint Compound as supplied by the 12 manufacturer. 13 a) Apply the joint compound by brush to ensure coverage. 14 b) Care should betaken that the joint compound is smooth without excess 15 buildup in the gasket seat or on the spigot ends. 16 c) Coat the gasket seat and spigot ends after the application of the lining. 17 4) Surface preparation shall be in accordance with the manufacturer's 18 recommendations. 19 5) Check thickness using a magnetic film thickness gauge in accordance with 20 the method outlined in SSPC PA 2. 21 6) Test the interior lining of all fittings for pinholes with a non-destructive 22 2,500 volt test. 23 a) Repair any defects prior to shipment. 24 7) Mark each fitting with the date of application of the lining system along 25 with its numerical sequence of application on that date and records 26 maintained by the applicator of his work. 27 8) For all Ductile Iron Fittings in wastewater service where the fitting has 28 been cut, coat the exposed surface with the touch-up material as 29 recommended by the manufacturer. 30 a) The touch-up material and the lining shall be of the same manufacturer. 31 2.3 ACCESSORIES [NOT USED] 32 2.4 SOURCE QUALITY CONTROL [NOT USED] 33 PART 3 - EXECUTION 34 3.1 INSTALLERS [NOT USED] 35 3.2 EXAMINATION [NOT USED] 36 3.3 PREPARATION [NOT USED] 37 3.4 INSTALLATION 38 A. General 39 1. Install fittings, specials and appurtenances as specified herein, as specified in 40 AWWA C600, AWWA M41, and in accordance with the fittings manufacturer's 41 recommendations. 42 2. Lay fittings to the lines and grades as indicated in the Drawings. 43 3. Excavate and backfill trenches in accordance with 33 05 10. CITY OF FORT WORTH WATER AND SANITARY SEWER REPLACEMENT STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CONTRACT 2021, WSM-C Revised November 29, 2023 CITY PROJECT NO. 103500 33 11 11 - 10 DUCTILE IRON FITTINGS Page 10 of 13 1 4. Embed Ductile Iron Fittings in accordance with 33 05 10. 2 B. Joint Making 3 1. Mechanical Joints with required mechanical restraint 4 a. All mechanical joints require mechanical restraint. 5 b. Bolt the retainer gland into compression against the gasket, with the bolts 6 tightened down evenly then cross torqued in accordance with AWWA C600. 7 c. Overstressing of bolts to compensate for poor installation practice will not be 8 permitted. 9 2. Push -on Joints (restrained) 10 a. All push -on joints shall be restrained push -on type. 11 b. Install Push -on joints as defined in AWWA/ANSI CI I I/A21.11. 12 c. Wipe clean the gasket seat inside the bell of all extraneous matter. 13 d. Place the gasket in the bell in the position prescribed by the manufacturer. 14 e. Apply a thin film of non -toxic vegetable soap lubricant to the inside of the 15 gasket and the outside of the spigot prior to entering the spigot into the bell. 16 f. When using a field cut plain end piece of pipe, refinished the field cut and scarf 17 to conform to AWWA M-41. 18 3. Flanged Joints 19 a. Use erection bolts and drift pins to make flanged connections. 20 1) Do not use undue force or restraint on the ends of the fittings. 21 2) Apply even and uniform pressure to the gasket. 22 b. The fitting must be free to move in any direction while bolting. 23 1) Install flange bolts with all bolt heads faced in 1 direction. 24 4. Joint Deflection 25 a. Deflect the pipe only when necessary to avoid obstructions or to meet the lines 26 and grades and shown in the Drawings. 27 b. The deflection of each joint must be in accordance with AWWA C600 Table 3. 28 c. The maximum deflection allowed is 50 percent of that indicated in AWWA 29 C600. 30 d. The manufacturer's recommendation may be used with the approval of the 31 Engineer. 32 C. Polyethylene Encasement Installation 33 1. Preparation 34 a. Remove all lumps of clay, mud, cinders, etc., on fittings surface prior to 35 installation of polyethylene encasement. 36 1) Prevent soil or embedment material from becoming trapped between 37 fittings and polyethylene. 38 b. Fit polyethylene film to contour of fittings to affect a snug, but not tight encase 39 with minimum space between polyethylene and fittings. 40 1) Provide sufficient slack in contouring to prevent stretching polyethylene 41 where it bridges irregular surfaces such as bell -spigot interfaces, bolted 42 joints or fittings, and to prevent damage to polyethylene due to backfilling 43 operations. 44 2) Secure overlaps and ends with adhesive tape and hold. 45 c. For installations below water table and/or in areas subject to tidal actions, seal 46 both ends of polyethylene tube with adhesive tape at joint overlap. CITY OF FORT WORTH WATER AND SANITARY SEWER REPLACEMENT STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CONTRACT 2021, WSM-C Revised November 29, 2023 CITY PROJECT NO. 103500 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 33 11 11 - 11 DUCTILE IRON FITTINGS Page 11 of 13 2. Tubular Type (Method A) a. Cut polyethylene tube to length approximately 2 feet longer than fittings section. b. Slip tube around fittings, centering it to provide 1 foot overlap on each adjacent pipe section and bunching it accordion -fashion lengthwise until it clears fittings ends. c. Lower fittings into trench with preceding section of pipe. d. Make shallow bell hole at joints to facilitate installation of polyethylene tube. e. After assembling fittings make overlap of polyethylene tube, pull bunched polyethylene from preceding length of pipe, slip it over end of the fitting and wrap until it overlaps joint at end of preceding length of pipe. f. Secure overlap in place. g. Take up slack width at top of fitting to make a snug, but not tight, fit along barrel of fitting, securing fold at quarter points. h. Repair cuts, tears, punctures or other damage to polyethylene. i. Proceed with installation of next fitting in same manner. 3. Tubular Type (Method B) a. Cut polyethylene tube to length approximately 1 foot shorter than fitting section. b. Slip tube around fitting, centering it to provide 6 inches of bare fitting at each end. c. Take up slack width at top of fitting to make a snug, but not tight, fit along barrel of fitting, securing fold at quarter points; secure ends. d. Before making up joint, slip 3-foot length of polyethylene tube over end of proceeding pipe section, bunching it accordion -fashion lengthwise. e. After completing joint, pull 3-foot length of polyethylene over joint, overlapping polyethylene previously installed on each adjacent section of pipe by at least 1 foot; make each end snug and secure. 4. Sheet Type a. Cut polyethylene sheet to a length approximately 2 feet longer than piece section. b. Center length to provide 1-foot overlap on each fitting, bunching it until it clears the fitting ends. c. Wrap polyethylene around fitting so that it circumferentially overlaps top quadrant of fitting. d. Secure cut edge of polyethylene sheet at intervals of approximately 3 feet. e. Lower wrapped fitting into trench with preceding section of pipe. f. Make shallow bell hole at joints to facilitate installation of polyethylene. g. After completing joint, make overlap and secure ends. h. Repair cuts, tears, punctures or other damage to polyethylene. i. Proceed with installation of fittings in same manner. 5. Pipe -Shaped Appurtenances a. Cover bends, reducers, offsets, and other pipe -shaped appurtenances with polyethylene in same manner as pipe and fittings. 6. Odd -Shaped Appurtenances a. When it is not practical to wrap valves, tees, crosses and other odd -shaped pieces in tube, wrap with flat sheet or split length polyethylene tube by passing sheet under appurtenances and bringing it up around body. CITY OF FORT WORTH WATER AND SANITARY SEWER REPLACEMENT STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CONTRACT 2021, WSM-C Revised November 29, 2023 CITY PROJECT NO. 103500 331111 -12 DUCTILE IRON FITTINGS Page 12 of 13 1 b. Make seams by bringing edges together, folding over twice and taping down. 2 c. Tape polyethylene securely in place at the valve stem and at any other 3 penetrations. 4 7. Repairs 5 a. Repair any cuts, tears, punctures or damage to polyethylene with adhesive tape 6 or with short length of polyethylene sheet or cut open tube, wrapped around 7 fitting to cover damaged area, and secure in place. 8 8. Openings in Encasement 9 a. Provide openings for branches, service taps, blow -offs, air valves and similar 10 appurtenances by making an X-shaped cut in polyethylene and temporarily 11 folding back film. 12 b. After appurtenance is installed, tape slack securely to appurtenance and repair 13 cut, as well as other damaged area in polyethylene with tape. 14 c. Service taps may also be made directly through polyethylene, with any 15 resulting damaged areas being repaired as described above. 16 9. Junctions between Wrapped and Unwrapped Fittings 17 a. Where polyethylene -wrapped fitting joins an adjacent pipe that is not wrapped, 18 extend polyethylene wrap to cover adjacent pipe for distance of at least 3 feet. 19 b. Secure end with circumferential turns of tape. 20 c. Wrap service lines of dissimilar metals with polyethylene or suitable dielectric 21 tape for minimum clear distance of 3 feet away from cast or Ductile Iron 22 Fittings. 23 D. Blocking 24 1. Install concrete blocking in accordance with Section 03 30 00 for all bends, tees, 25 crosses and plugs in the pipe lines as indicated in the Drawings. 26 2. Place the concrete blocking so as to rest against firm undisturbed trench walls, 27 normal to the thrust. 28 3. The supporting area for each block shall be at least as great as that indicated on the 29 Drawings and shall be sufficient to withstand the thrust, including water hammer, 30 which may develop. 31 4. Each block shall rest on a firm, undisturbed foundation or trench bottom. 32 5. If the Contractor encounters soil that appears to be different than that which was 33 used to calculate the blocking according to the Drawings, the Contractor shall 34 notify the Engineer prior to the installation of the blocking. 35 3.5 REPAIR/RESTORATION 36 A. Patching 37 1. Excessive field -patching is not permitted of lining or coating. 38 2. Patching of lining or coating will be allowed where area to be repaired does not 39 exceed 100 square inches and has no dimensions greater than 12 inches. 40 3. In general, there shall not be more than 1 patch on either the lining or the coating of 41 any fitting. 42 4. Wherever necessary to patch the fitting: 43 a. Make patch with cement mortar as previously specified for interior joints. 44 b. Do not install patched fitting until the patch has been properly and adequately 45 cured and approved for laying by the City. CITY OF FORT WORTH WATER AND SANITARY SEWER REPLACEMENT STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CONTRACT 2021, WSM-C Revised November 29, 2023 CITY PROJECT NO. 103500 33 11 11 - 13 DUCTILE IRON FITTINGS Page 13 of 13 1 c. Promptly remove rejected fittings from the site. 2 3.6 RE -INSTALLATION [NOT USED] 3 3.7 FIELD [OR] SITE QUALITY CONTROL 4 A. Potable Water Mains 5 1. Cleaning, disinfection, hydrostatic testing and bacteriological testing of water mains 6 a. Clean, flush, pig, disinfect, hydrostatic test and bacteriological test the water 7 main as specified in Section 33 04 40. 8 3.8 SYSTEM STARTUP [NOT USED] 9 3.9 ADJUSTING [NOT USED] 10 3.10 CLEANING [NOT USED] 11 3.11 CLOSEOUT ACTIVITIES [NOT USED] 12 3.12 PROTECTION [NOT USED] 13 3.13 MAINTENANCE [NOT USED] 14 3.14 ATTACHMENTS [NOT USED] 15 16 DATE NAME 12/20/2012 D.Johnson 9/20/2017 W. Norwood 17 END OF SECTION Revision Log SUMMARY OF CHANGE 1.2.A.1.c — Restraints included in price bid 1.2.A.2.c — Restraints included in price bid 1.3 — Added definitions of gland types for clarity 2.2.B.5 — Removed unrestrained push -on and mechanical joints 2.2.13.6, 7, 8, and 9 — Added reference to Section 33 05 10 and 33 04 10; removed material specifications for bolts, nuts and gaskets. 3.4 — Requirement for all mechanical and push -on joints to be restrained 3.4.D — Corrected reference 2.2.B.5.a.7 — Added requirement for 6 wedges on MJ Restraint for 8 inch PVC pipe CITY OF FORT WORTH WATER AND SANITARY SEWER REPLACEMENT STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CONTRACT 2021, WSM-C Revised November 29, 2023 CITY PROJECT NO. 103500 331113-1 CONCRETE PRESSURE PIPE, BAR -WRAPPED, STEEL CYLINDER TYPE Page 1 of 19 SECTION 33 1113 CONCRETE PRESSURE PIPE, BAR -WRAPPED, STEEL CYLINDER TYPE PART1- GENERAL 1.1 SUMMARY A. Section Includes: 1. This section applies to Part 2: Camp Bowie Water Improvements. 2. Concrete Pressure Pipe, Bar -Wrapped, Steel Cylinder Type (Concrete Pressure Pipe) 24-inch through 72-inch for potable water applications in conformance with AWWA C303 B. Deviations from this City of Fort Worth Standard Specification 1. Added 1.3.A.3.11 2. Added 1.3.A.5.c 3. Added 1.3.A.9 4. Added 1.3.B.3.b & c 5. Modifv 1.6.B.4.a 6. Added 1.6.B.5 7. Added 1.6.C.2 & 3 8. Modifv 1.9.A.La 9. Modifv 1.9.C.2.a 10. Modified 1.10.A.4.d.iii 11. Added 1.10.A.4.d.iv 12. Added 1.10.A.4.d.v 13. Added 2.2.B.6 & 7 14. Modified 2.2B.2.a 15. Modified 2.2.B.9.a.1.g 16. Modifv 2.2.B.12.a 17. Modifv 2.2.B.19.a 18. Added 2.2.C.1.e.12, 13, & 14 19. Added 2.2.C.1.g 20. Added 2.2.C.l.h 21. Added 2.2.C.2.b.2 & 3 22. Added 2.2.C.2.c.l.b & c 23. Added 2.2.C.1.e.8 & 9 24. Added 2.2.C.7. 25. Added 3.4.A.1 26. Modifv 3.4.B.3 27. Modifv 3.4.C.1.e.1 CITY OF FORT WORTH WATER AND SANITARY SEWER REPLACEMENT STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CONTRACT 2021, WSM-C Revised November 29, 2023 CITY PROJECT NO. 103500 33 11 13 -2 CONCRETE PRESSURE PIPE, BAR -WRAPPED, STEEL CYLINDER TYPE Page 2 of 19 28. Added 3.4.C.2.a.6 29. Modifv 3.4.C.4.a 30. Added 3.7.A.2 C. Related Specification Sections include, but are not necessarily limited to: 1. Division 0 — Bidding Requirements, Contract Forms, and Conditions of the Contract 2. Division 1 — General Requirements 3. Section 33 01 31— Closed Circuit Television (CCTV) Inspection 4. Section 33 04 10 — Joint Bonding and Electrical Isolation 5. Section 33 04 40 — Cleaning and Acceptance Testing of Water Mains 6. Section 33 05 10 — Utility Trench Excavation, Embedment and Backfill 7. Section 33 1105 — Bolts, Nuts, and Gaskets 1.2 PRICE AND PAYMENT PROCEDURES A. Measurement and Payment 1. Concrete Pressure Pipe a. Measurement 1) Measured horizontally along the surface from center line to centerline of the fitting or appurtenance b. Payment 1) The work performed and materials furnished in accordance with this Item and measured as provided under "Measurement" shall be paid for at the unit price bid per linear foot for "Concrete AWWA C303 Pipe" installed for: a) Various sizes b) Various types of backfill c. The price bid shall include: 1) Furnishing and installing Concrete Pressure Pipe with joints as specified by the Drawings 2) Mobilization 3) Coating 4) Lining 5) Pavement removal 6) Excavation 7) Hauling 8) Disposal of excess material 9) Furnishing, placement, and compaction of embedment 10) Trench water stops 11) Joint restraint 12) Bolts and nuts 13) Welding 14) Gaskets, if allowed 15) Furnishing, placement, and compaction of backfill 16) Clean-up 17) Cleaning 18) Disinfection CITY OF FORT WORTH WATER AND SANITARY SEWER REPLACEMENT STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CONTRACT 2021, WSM-C Revised November 29, 2023 CITY PROJECT NO. 103500 33 11 13 - 3 CONCRETE PRESSURE PIPE, BAR -WRAPPED, STEEL CYLINDER TYPE Page 3 of 19 19) Testing 2. Concrete Pressure Pipe Fittings a. Measurement 1) Measurement for this Item shall be by lump sum. b. Payment 1) The work performed and materials furnished in accordance with this Item shall be paid for at the lump sum price bid for "C303 Fittings" installed for: a) Various sizes b) Various types of backfill c. The price bid shall include: 1) Furnishing and installing Concrete Pressure Pipe Fittings as specified by the Drawings 2) Mobilization 3) Coating 4) Lining 5) Pavement removal 6) Excavation 7) Hauling 8) Disposal of excess material 9) Furnishing, placement, and compaction of embedment 10) Trench water stops 11) Joint restraint 12) Bolts and nuts 13) Welding 14) Gaskets, if allowed 15) Furnishing, placement, and compaction of backfill 16) Clean-up 17) Cleaning 18) Disinfection 19) Testing 1.3 REFERENCES A. Reference Standards 1. Reference standards cited in this Specification refer to the current reference standard published at the time of the latest revision date logged at the end of this Specification, unless a date is specifically cited. 2. American Society of Mechanical Engineers (ASME): a. B 16.1, Gray Iron Pipe Flanges and Flanged Fittings (Classes 25, 125 and 250). 3. American Society of Testing and Materials (ASTM): a. A242, Standard Specification for High -Strength Low -Alloy Structural Steel. b. A307, Standard Specification for Carbon Steel Bolts and Studs, 60,000 PSI Tensile Strength. c. B 117, Standard Practice for Operating Salt Spray (Fog) Apparatus. d. B633, Standard Specification for Electrodeposited Coatings of Zinc on Iron and Steel. e. C33, Standard Specification for Concrete Aggregates. f. C 144, Standard Specification for Aggregate for Masonry Mortar. g. C 150, Specification for Portland Cement. CITY OF FORT WORTH WATER AND SANITARY SEWER REPLACEMENT STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CONTRACT 2021, WSM-C Revised November 29, 2023 CITY PROJECT NO. 103500 33 11 13 -4 CONCRETE PRESSURE PIPE, BAR -WRAPPED, STEEL CYLINDER TYPE Page 4 of 19 h. C595. Standard Specification for Blended Hvdraulic Cements i. C293, Standard Test Method for Flexural Strength of Concrete (Using Simple Beam with Center -Point Loading). j. C497, Methods of Testing Concrete Pipe. k. C882, Standard Test Method for Bond Strength of Epoxy -Resin Systems Used With Concrete By Slant Shear. 1. C 1090, Standard Test Method for Measuring Changes in Height of Cylindrical Specimens of Hydraulic -Cement Grout. m. E 165, Standard Practice for Liquid Penetrant Examination for General Industry. 4. American Welding Society (AWS): a. D1.1, Structural Welding Code - Steel. 5. American Water Works Association (AWWA): a. C206, Field Welding of Steel Water Pipe. b. C207, Steel Pipe Flanges for Waterworks Service - Sizes 4 IN through 144 IN. c. C208 Dimensions for Steel Water Pipe Fittings d. C303, Concrete Pressure Pipe, Bar -Wrapped, Steel -Cylinder Type. e. M9, Concrete Pressure Pipe. 6. American Water Works Association/American National Standards Institute (AWWA/ANSI): a. C111/A21.11, Rubber -Gasket Joints for Ductile -Iron Pressure Pipe and Fittings. 7. International Organization for Standardization (ISO). 8. National Sanitation Foundation (NSF): a. NSF 61, Drinking Water System Components - Health Effects 9. American Concrete Pressure Pipe Association (ACPPA). 1.4 ADMINISTRATIVE REQUIREMENTS [NOT USED] 1.5 SUBMITTALS A. Submittals shall be in accordance with Section 0133 00. B. All submittals shall be approved by the City prior to delivery and/or fabrication for specials. 1.6 ACTION SUBMITTALSANFORMATIONAL SUBMITTALS A. Product Data 1. Exterior Coating a. Material data b. Application recommendations c. Field touch-up procedures 2. Joint Wrappers a. Material data b. Installation recommendations 3. Flexible Joint Couplings a. Manufacturer b. Model 4. Mixes CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised November 29, 2023 WATER AND SANITARY SEWER REPLACEMENT CONTRACT 2021, WSM-C CITY PROJECT NO. 103500 33 11 13 -5 CONCRETE PRESSURE PIPE, BAR -WRAPPED, STEEL CYLINDER TYPE Page 5 of 19 a. Mortar for interior joints and patches b. Bonding agents for patches 5. Gaskets (if applicable) B. Shop Drawings — Furnish for Concrete Pressure Pipe used in the potable water systems including: 1. Wall thickness design calculations sealed by a Licensed Professional Engineer in Texas including: a. Internal pressure 1) Working Pressure 2) Test Pressure 3) Surge pressure b. External pressure 1) Deflection 2) Buckling c. Special physical loading such as supports or joint design d. Thermal expansion and/or contraction, if applicable for the proposed installation 2. Thrust restraint calculations for all fittings and valves including the restraint length sealed by a Licensed Professional Engineer in Texas. 3. Fabrication and lay drawings showing a schematic location with profile and a tabulated layout schedule that is sealed by a Licensed Professional Engineer in Texas and includes: a. Pipe class b. Cvlinder thickness c. Bar diameter and spacing d. Joint types e. Fittings f. Thrust Restraint g. Stationing (in accordance with the Drawings) h. Transitions i. Joint deflection j. Outlet locations for welding, ventilation, and access k. Welding requirements 4. Pipe within Casing a. Provide drawings detailing how pipe is restrained to prevent floating within the casing and built up mortar rings used for pipe supports. 5. Contractor's proposed field welding procedure in accordance with AWWA C206 and AWS D1.1 C. Certificates and Test Reports 1. Submittals for certificates and testing reports shall be as outlined in Article 1.9 of this Section. 2. Certified test reports for factory welds of fittings from an independent certified welding inspector not emploved by the pipe manufacturer. 3. Certified test reports for field welds from an independent certified welding inspector not employed by the pipe manufacturer. CITY OF FORT WORTH WATER AND SANITARY SEWER REPLACEMENT STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CONTRACT 2021, WSM-C Revised November 29, 2023 CITY PROJECT NO. 103500 33 11 13-6 CONCRETE PRESSURE PIPE, BAR -WRAPPED, STEEL CYLINDER TYPE Page 6 of 19 1.7 CLOSEOUT SUBMITTALS [NOT USED] 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 1.9 QUALITY ASSURANCE A. Qualifications Manufacturers a. Shall be American Concrete Pressure Pipe Association (ACPPA) Quality Program certified, I.S.O. 9001 Quality Certification Program certified, or equal, for Concrete Pressure Pipe and accessory manufacturing. b. Pipe manufacturing operations (pipe, lining, and coatings) shall be performed under the control of the manufacturer. c. Pipe shall be the product of 1 manufacturer which has had not less than 5 years successful experience manufacturing AWWA C303 pipe of the particular type and size indicated. 1) This experience record will be thoroughly investigated by the Engineer, and acceptance will be at the sole discretion of the Engineer and City. 2) Pipe manufacturing operations (pipe, fittings, lining, and coating) shall be performed at 1 location, unless otherwise approved by the Engineer. d. Pipe shall be manufactured in accordance with the latest revisions of AWWA C303. B. Certifications 1. Prior to shipment of the pipe, the Pipe Manufacturer shall submit the following: a. A Certificate of Adequacy of Design stating that the pipe to be furnished complies with AWWA C303 and these Specifications b. Copies of results of factory hydrostatic tests shall be provided to the Engineer c. Mill certificates, including chemical and physical test results for each heat of steel 1) The manufacturer shall perform the tests described in AWWA C303, for all pipe, fittings, and specials, except that the absorption test detailed in this Specification shall supersede the requirements of the applicable portion of AWWA C303. d. Certified test reports for welder certification for factory and field welds in accordance with AWWA C303, Section 5 e. Certified test reports for cement mortar tests f. Certified test reports for steel cylinder tests C. Hydrostatic Pressure Testing 1. Hydrostatic pressure testing shall meet or exceed the requirements of AWWA C303 Section 4.6 — Fabrication. a. Each pipe cylinder, with rings welded to its ends, shall be hydrostatically tested prior to application of lining or coating. b. The internal test pressure shall be that which results in a fiber stress equal to 75 percent of the minimum yield strength of the steel used. c. Each pipe cylinder tested shall be completely watertight under maximum test pressure. d. Test pressure shall be held for sufficient time to observe the weld seams. CITY OF FORT WORTH WATER AND SANITARY SEWER REPLACEMENT STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CONTRACT 2021, W SM-C Revised November 29, 2023 CITY PROJECT NO. 103500 33 11 13 - 7 CONCRETE PRESSURE PIPE, BAR -WRAPPED, STEEL CYLINDER TYPE Page 7 of 19 e. Pipe manufacturer shall maintain a recording of the pressure gauge report and provide to the Engineer. Fittings shall be fabricated from hydrostatically tested pipe or fabricated of welded steel sheets or plates per AWWA C208 a. Fittings shall be tested in accordance with AWWA C303. All welds on fittings shall be tested by hvdrostatic test, ultrasonic test, air test, or magnetic particle test. Air test shall be made by avvlving air to the welds at 10 pounds per square inch pressure and checking for leaks around and through welds with a soap solution. In addition, 5 percent of welds on fittings shall be checked with x-rav or ultrasonic testing by an independent certified welding inspector paid for by the pipe manufacturer Factory Testing a. Cement Mortar Coating - Absorption Test 1) A water absorption test shall be performed on samples of cured mortar coating taken from each working shift. a) The mortar coating samples shall have been cured in the same manner as the pipe. b) A test value shall consist of the average of a minimum of 3 samples taken from the same working shift. c) The test method shall be in accordance with ASTM C497, Method A. d) The average absorption value for any test shall not exceed 9 percent and no individual sample shall have an absorption exceeding 11 percent. e) Tests for each working shift shall be performed on a daily basis until conformance to the absorption requirements has been established by 10 consecutive passing test results, at which time testing may be performed on a weekly basis for each working shift. (1) Daily testing shall be resumed for each working shift with failing absorption test results and shall be maintained until conformance to the absorption requirements is re-established by 10 consecutive passing test results. D. Cement Mortar Lining 1. Shop -applied cement mortar linings shall be tested in accordance with AWWA C303. E. City Testing and Inspection The City reserves the option to have an independent testing laboratory, at the City's expense, inspect pipe and fittings at the pipe manufacturer's plant. a. The City's testing laboratory and Engineer shall have free access to the manufacturer's plant. b. The pipe manufacturer shall notify the City, in writing, at least 2 weeks prior to pipe fabrication as to start of fabrication and fabricating schedule. The City will then advise the manufacturer as to City's decision regarding tests to be performed by an independent testing laboratory. c. In the event the City elects to retain an independent testing laboratory to make material tests and weld tests, it is the intent that the tests be limited to 1 spot testing of each category unless the tests do not show compliance with the standard. CITY OF FORT WORTH WATER AND SANITARY SEWER REPLACEMENT STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CONTRACT 2021, WSM-C Revised November 29, 2023 CITY PROJECT NO. 103500 33 11 13-8 CONCRETE PRESSURE PIPE, BAR -WRAPPED, STEEL CYLINDER TYPE Page 8 of 19 1) If these tests do not show compliance, the City reserves the right to have the laboratory make additional tests and observations. 2. The inspection and testing by the independent testing laboratory anticipates that production of pipe shall be done over a normal period of time and without "slow downs" or other abnormal delays. a. In the event that an abnormal production time is required, and the City is required to pay excessive costs for inspection, then the Contractor shall be required to reimburse the City for such costs over and above those which would have been incurred under a normal schedule of production as determined by the Engineer. F. Manufacturer's Technician for Pipe Installation Pipe Manufacturer's Representative a. During the construction period, the pipe manufacturer shall furnish the services of a factory trained, qualified, job experienced technician to advise and instruct, as necessary, in pipe laying and pipe jointing. 1) The technician shall assist and advise the Contractor in his pipe laying operations and shall instruct construction personnel in proper joint assembly and joint inspection procedures. 2) The technician is not required to be on -site full time; however, the technician shall be regularly on -site during the first 2 weeks of pipe laying and thereafter as requested by the Engineer, City or Contractor. 1.10 DELIVERY, STORAGE, AND HANDLING A. Packing 1. Prepare pipe for shipment to: a. Afford maximum protection from normal hazards of transportation b. Allow pipe to reach project site in an undamaged condition 2. Pipe damaged in shipment shall not be delivered to the project site unless such damaged pipe is properly repaired. 3. After the completed pipe and fittings have been removed from the final cure at the manufacturing plant: a. Protect pipe lining from drying by means of plastic end covers banded to the pipe ends. b. Maintain covers over the pipe ends at all times until ready to be installed. c. Moisture shall be maintained inside the pipe by periodic addition of water as necessary. 4. Pipes shall be carefully supported during shipment and storage. a. Pipe, fittings and specials shall be separated so that they do not bear against each other and the whole load shall be securely fastened to prevent movement in transit. b. Ship pipe on padded bunks with tie -down straps approximately over stalling. c. Store pipe on padded skids, sand or dirt berms, tires or other suitable means to protect the pipe from damage. d. Each end and each length of pipe, fitting or special (42-inches and larger) and the middle of each pipe joint shall be internally supported and braced with stalls to maintain a true circular shape. i. Internal stalls shall consist of timber or steel firmly wedged and secured so that stalls remain in place during storage, shipment and installation. CITY OF FORT WORTH WATER AND SANITARY SEWER REPLACEMENT STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CONTRACT 2021, WSM-C Revised November 29, 2023 CITY PROJECT NO. 103500 33 11 13 -9 CONCRETE PRESSURE PIPE, BAR -WRAPPED, STEEL CYLINDER TYPE Page 9 of 19 ii. Pipe shall be rotated so that one Stull remains vertical during storage, shipment and installation. iii. At a minimum, stulls shall be placed at each end, each n,,.,,.+,,,...oin and center. iv. Pipe shall be stulled as required to maintain roundness of +/-1%, or DZ/4,000 (inches), whichever is less, during shipping and handling. v. Do not remove stulls until pipe is backfilled. B. Delivery, Handling, and Storage I . Once the first shipment of pipe has been delivered to the site, the Engineer and the Contractor shall inspect the pipe's interior coating for excessive cracking. a. If excessive cracking is found, exceeding the allowance in AWWA C303, modify shipping procedures to reduce or eliminate cracking. 2. Deliver, handle and store pipe in accordance with the manufacturer's recommendations to protect coating systems. C. Marking for Identification I. For each joint of pipe and each fitting, plainly mark on 1 end: a. Class for which it is designated b. Date of manufacturer c. Identification number d. Top centerlines shall be marked on all specials. D. Point of Delivery 1. The Contractor is responsible for securing and maintaining a location to store the material in accordance with Section 01 66 00. 1.11 WARRANTY [NOT USED] PART 2 - PRODUCTS 2.1 OWNER -FURNISHED [NOT USED] 2.2 EQUIPMENT, PRODUCT TYPES, AND MATERIALS A. Manufacturers I. Only the manufacturers as listed in the City's Standard Products List will be considered as shown in Section 0160 00. a. The manufacturer must comply with this Specification and related Sections. 2. Any product that is not listed on the Standard Products List is considered a substitution and shall be submitted in accordance with Section 0125 00. B. Materials 1. General a. Pipe shall be manufactured in accordance with the latest revisions of AWWA C303, AWWA M9, as well as the special requirements of this Specification. b. All pipe shall meet the requirements of NSF 61. 2. Cement a. Cement for use in concrete and mortar shall be Type I or II Portland Cement, or ASTM C595 Tvpe IL Cement CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised November 29, 2023 WATER AND SANITARY SEWER REPLACEMENT CONTRACT 2021, WSM-C CITY PROJECT NO. 103500 33 11 13 - 10 CONCRETE PRESSURE PIPE, BAR -WRAPPED, STEEL CYLINDER TYPE Page 10 of 19 3. Aggregates a. Aggregates for concrete lining and coating shall conform to ASTM C33. 4. Sand a. Sand used for inside and outside joints shall be of silica base, conforming to ASTM C 144. 5. Special Coating (Mortar Rings) a. Pipe to be installed in casing shall have 2 built-up mortar rings, each approximately 2 feet long and slightly higher than the pipe bell, to prevent the pipe from being supported by the pipe bell. b. Built-up mortar rings are to be applied at the quarter points of the pipe section. 6. Lining a. Mortar lining shall be centrifugally cast to leave a smooth lining. All rough spots shall be ground down with a rubbing stone or other approved method. 7. Coating a. Mortar coating shall be dense, hard, with no cracks larger than hairline (0.010 inches) 8. Bushings, Couplings and Plugs a. Where outlets or taps are threaded, furnish and install brass reducing bushings in larger steel half couplings for the outlet size indicated. b. Threaded plugs shall be brass. 9. Mixes a. Cement Mortar 1) Cement mortar used for pouring joints shall consist of: a) 1 part Portland Cement b) 2 parts clean, fine, sharp silica sand c) Mixed with water d) No manufactured sand shall be permitted. e) Exterior joint mortar shall be mixed to the consistency of thick cream. f) Interior joint mortar shall be mixed with as little water as possible so that the mortar is very stiff, but workable. g) Cement shall be ASTM C 150, Type I or Type II or ASTM C595 Tvve IL Cement. h) Sand shall conform to ASTM C144. 2) Cement mortar used for patching shall be mixed as per cement mortar for inside joints. 10. Joint Wrappers a. Joint wrappers shall be manufactured by Mar -Mac Manufacturing Company, or approved equal. b. For pipe within casing, Flex Protex joint filler, or approved equal, maybe used for pipes that can be welded from the interior. 11. Flexible Joint Couplings a. Flexible Joint Couplings shall be Dresser Style 38, Smith -Blair Style 411 or approved equal. 12. Pipe Ends a. The standard pipe end shall include Carnegie steel joint ring and a continuous solid rubber ring gasket as per AWWA M9. CITY OF FORT WORTH WATER AND SANITARY SEWER REPLACEMENT STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CONTRACT 2021, WSM-C Revised November 29, 2023 CITY PROJECT NO. 103500 33 11 13 - 11 CONCRETE PRESSURE PIPE, BAR -WRAPPED, STEEL CYLINDER TYPE Page I 1 of 19 13. Gaskets 1) Flange in accordance with AWWA C207. 2) Provide Gaskets in accordance with Section 33 1105. 14. Bolts and Nuts a. Flanged Ends 1) Flange in accordance with AWWA C207. 2) Provide bolts and nuts in accordance with Section 33 11 05. 15. Isolation Flanges a. Flanges required by the drawings to be Isolation Flanges shall conform to Section 33 04 10. 16. Flange Coatings a. Flange Coatings in accordance with Section 33 1105. 17. Threaded Outlets a. Where outlets or taps are threaded, Threaded with CC Threads and furnish and install brass bushings for the outlet size indicated. 18. Weld Lead Outlets (if applicable) a. Use of threaded outlets for access for weld leads is permitted. b. Additional outlet configurations shall be approved by the Engineer. c. Outlets shall be welded after use. 19. Snap Rings a. Snap rings shall be manufactured by Haase Thompson Pipe Group, or approved equal. C. Performance / Design Criteria Pipe Design a. Pipe shall be designed, manufactured and tested in accordance with the latest revisions of AWWA C303, AWWA M9, as well as the special requirements of this Specification. b. Sizes and pressure classes (working pressure) shall be as specified in the Drawings. c. For the purposes of pipe design, working pressure plus transient pressure shall be as indicated below. d. Pipe design shall be based on trench conditions and design pressure class specified in the Drawings. e. Pipe shall be designed according to the methods indicated in AWWA C303 and AWWA M9 for trench construction, using the following parameters: 1) Unit Weight of Fill (w) = 130 pounds per cubic foot 2) Live Load = AASHTO H-20 truck for unpaved conditions 3) Live Load = Cooper E-80 loading for railroad crossings 4) Trench Depth = As indicated on Drawings 5) Coefficient K = 0.150 6) Trench Width (Bd) as indicated on Drawings 7) Bedding Conditions = as indicated on Drawings 8) Pressure Class = 150 psi min. working pressure 9) Surge Allowance = 100 psi minimum a) where: Total Pressure (including surge) = 150 psi + 100 psi = 250 psi 10) Deflection Lag Factor = 1.0 11) Soil Reaction Modulus (E') < 1,000 CITY OF FORT WORTH WATER AND SANITARY SEWER REPLACEMENT STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CONTRACT 2021, WSM-C Revised November 29, 2023 CITY PROJECT NO. 103500 33 11 13 - 12 CONCRETE PRESSURE PIPE, BAR -WRAPPED, STEEL CYLINDER TYPE Page 12 of 19 12) Maximum calculated deflection, Dv=Dx=1% or DZ/4,000 (inches), whichever is less 13) Coefficient k = 0.09 14) Pipe shall be designed for full vacuum conditions. f. Trench depths indicated on Drawings shall be verified after existing utilities are located. 1) Vertical alignment changes required because of existing utility or other conflicts shall be accommodated by an appropriate change in pipe design depth. 2) In no case shall pipe be installed deeper than its design allows. g. Where the pipe requires additional external support to achieve the specified maximum deflection, the Contractor (with concurrence from the pipe manufacturer) will be required to furnish alternate methods for pipe embedment. 1) No additional compensation will be made to the Contractor by the Citv where this method is required. h. Steel Provided 1) Bar reinforcement = 40% of the total area of circumferential reinforcement 2) Steel Cvlinder = 60% of the total area of circumferential reinforcement i. Minimum gauge thickness of steel cvlinder for pipe and fittings shall be as designed, but not less than the following: Nominal Pipe Minimum Minimum Gauge _Size (in) Gauge No. Thickness (in) 16 - 24 18 0.0478 30 16 0.0598 36 14 0.0747 42 13 0.0897 48 12 0.1046 54 11 0.1196 60 10 0.1345 66 10 0.1345 72 9 0.1495 2. Provisions for Thrust a. Thrust at bends, tees or other fittings shall be resisted by welded joints or snap rings. 1) Thrust at bends adjacent to casing shall be restrained by welding joints through the casing and a sufficient distance each side of the casing. 2) No thrust restraint contribution shall be allowed for pipe in casing unless the annular space in the casing is filled with grout. 3) The distance for thrust restraint shown on the Drawings is the minimum restraint and does not relieve the manufacturer from calculating the restraint needs as specified herein. a) In no case shall the restrained distance be less than indicated on the Drawings. CITY OF FORT WORTH WATER AND SANITARY SEWER REPLACEMENT STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CONTRACT 2021, WSM-C Revised November 29, 2023 CITY PROJECT NO. 103500 33 11 13 - 13 CONCRETE PRESSURE PIPE, BAR -WRAPPED, STEEL CYLINDER TYPE Page 13 of 19 b. Restrained joints shall be used a sufficient distance from each side of the bend, tee, plug or other fitting to resist thrust which develops at the design pressure of the pipe. 1) The distance for thrust restraint shown on the Drawings is the minimum restraint and does not relieve the manufacturer from calculating the restraint needs as specified herein. a) In no case shall the restrained distance be less than indicated on the Drawings. 2) At a minimum, all fittings and specials with outlets shall be welded to connecting pipes regardless of if the fittings are indicated to be restrained in the Drawings. 3) Weld all ioints at vertical and horizontal points of inflection regardless of if those locations are indicated to be restrained in the Drawings. 4) Restrained joints shall consist of welded joints or snap rings. 5) In areas where restrained joints are used for thrust restraint, the pipe shall have adequate cylinder thickness to transmit the thrust forces. c. Thrust restraint design 1) The length of pipe with restrained joints to resist thrust forces shall be verified by the pipe manufacturer in accordance with AWWA M9. TRDP, and the following: a) The Weight of Earth (We) shall be calculated as the weight of the projected soil prism above the pipe. (1) Soil Density = 130 pounds per cubic foot (maximum value to be used for unsaturated soil). b) Thrust design pressure equal to the working pressure plus surge pressure. c) Friction factor = 0.25 d. Thrust collars will only be permitted for temporary plugs. 1) Thrust collars may not be used for any other application, unless approved in writing by the Engineer. 3. Inside Diameter a. The inside diameter, of the cement mortar lining shall be the nominal diameter specified, unless otherwise indicated on the Drawings. 4. Joint Bonds, Insulated Connections and Flange Gaskets a. Joint Bonds, Insulated Connection and Flange Gaskets shall be in accordance with Section 33 04 10. 5. Bend Fittings a. All bend fittings shall be long radius to permit passage of pipeline pigs. 6. Fittings with Flanges a. Flanged joints shall be provided at connections to valves and where indicated on the Drawings. b. Ends to be fitted with slip-on flanges shall have the longitudinal or spiral welds ground flush to accommodate the type of flanges provided. c. Pipe flanges and field welding of flanges to Concrete Pressure Pipe shall conform to the requirements of AWWA C207 and AWWA C206. d. Pipe flanges shall be of rated pressure equal to or greater than the adjacent pipe class. e. Flanges shall match the fittings or appurtenances which are to be attached. CITY OF FORT WORTH WATER AND SANITARY SEWER REPLACEMENT STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CONTRACT 2021, WSM-C Revised November 29, 2023 CITY PROJECT NO. 103500 331113 -14 CONCRETE PRESSURE PIPE, BAR -WRAPPED, STEEL CYLINDER TYPE Page 14 of 19 f. Flanges shall be Class E with 275 psi working pressure in accordance with AWWA C207 and in accordance with ASME B16.1 Class 125 for areas designated with a 225 psi test pressure. 7. Pine, fittinEs and specials shall be designed such that the maximum stresses in the Pipe due to thrust loading will not exceed 23.000 psi. The minimum thickness of sheet or plate for fittings shall be in accordance with AWWA C303. 2.3 ACCESSORIES [NOT USED] 2.4 SOURCE QUALITY CONTROL [NOT USED] PART 3 - EXECUTION 3.1 INSTALLERS [NOT USED] 3.2 EXAMINATION [NOT USED] 3.3 PREPARATION [NOT USED] 3.4 INSTALLATION A. General 1. Prior to installation, coordinate and conduct a Pipe laving prove -out test in accordance with Section 0136 00. 2. Install Concrete Pressure Pipe, fittings, specials and appurtenances as required for the proper functioning of the completed pipe line. 3. Install pipe, fittings, specials and appurtenances as specified herein, as specified in AWWA M9, and in accordance with the pipe manufacturer's recommendations. 4. Lay pipe to the lines and grades show on the Drawings. 5. Excavate, embed and backfill trenches in accordance with Section 33 05 10. 6. At the close of each operating day: a. Keep the pipe clean and free of debris, dirt, animals and trash — during and after the laying operation. b. Effectively seal the open end of the pipe using a gasketed night cap. 7. If pipe is placed in casing, restrain pipe from floating as required in Article 1.6.B.4. B. Pipe Handling 1. Haul and distribute pipe fittings at the project site and handle piping with care to avoid damage. 2. Before lowering into the trench and inspect each joint of pipe and reject or repair any damaged pipe. 3. Pipe shall be handled at all times with a minimum of 1 wide non-abrasive sling, belts or other equipment designed to prevent damage to the coating or lining. Chains will not be allowed. 4. The equipment shall be kept in such repair that its continued use is not injurious to the coating. CITY OF FORT WORTH WATER AND SANITARY SEWER REPLACEMENT STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CONTRACT 2021, WSM-C Revised November 29, 2023 CITY PROJECT NO. 103500 33 11 13 - 15 CONCRETE PRESSURE PIPE, BAR -WRAPPED, STEEL CYLINDER TYPE Page 15 of 19 5. The spacing of pipe supports required to handle the pipe shall be adequate to prevent cracking or damage to the lining or coating. C. Pipe Jointing 1. General a. Thoroughly clean the bell and spigot rings before laying each joint of pipe by brushing and wiping. b. If any damage to the protective coating on the metal has occurred, repair the damage before laying the pipe. c. Lubricate the gasket and the inside surface of the bell with an approved lubricant (flax soap) which will facilitate the telescoping of the joint. d. Tightly fit together sections of pipe and exercise care to secure true alignment and grade. e. When a joint of pipe is being laid, place the gasket on the spigot ring and enter the spigot end of the pipe into the bell of the adjoining pipe and force into position. 1) The inside joint space between ends of the pipe sections shall have an opening within the tolerances as recommended by the pipe manufacturer. Use ioint spacers at all locations to prevent over -stabbing ioints. f. No "blocking up" of pipe or joints will be permitted, and if the pipe is not uniformly supported or the joint not made up properly, remove the joint and properly prepare the trench. g. After joining, check the position of the gasket with a feeler gauge. 1) If the gasket is out of position, disassemble the joint and repeat the joint laying procedure. h. For interior welded joints, complete backfilling before welding. i. For exterior field -welded joints, provide adequate working room under and beside the pipe. 2. Exterior Joints a. Make the exterior joint by placing a joint wrapper around the pipe and secure in place with 2 metal straps. 1) The wrapper shall be 9 inches wide for pipe 36-inches and larger, and 7 inches wide for smaller pipe, hemmed on each side. 2) The wrapper shall be fiberglass reinforced or burlap cloth, with lengths encircling the pipe, leaving enough opening between ends to allow the mortar to be poured inside the wrapper into the joint. 3) Fill the joint with mortar from 1 side in 1 continuous operation until it has flowed entirely around the pipe. 4) During the filling of the joint, pat or manipulate the sides of the wrapper to settle the mortar and expel any entrapped air. 5) Leave wrappers in place undisturbed until the mortar has set-up. 6) Do not embed or backfill over pipe for a minimum of two hours to allow mortar to set uD. At the start of the Droiect, excavate two ioints Of Dipe to verifv mortar does not have shrinkaee cracks. 3. Interior Joints a. Upon completion of backfilling of the pipe trench, fill the inside joint recess with a stiff cement mortar/high-strength grout. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised November 29, 2023 WATER AND SANITARY SEWER REPLACEMENT CONTRACT 2021, WSM-C CITY PROJECT NO. 103500 331113 -16 CONCRETE PRESSURE PIPE, BAR -WRAPPED, STEEL CYLINDER TYPE Page 16 of 19 b. Prior to placing of mortar/grout, clean out dirt or trash which has collected in the joint and moisten the concrete surfaces of the joint space by spraying or brushing with a wet brush. c. Ram or pack the stiff mortar/grout into the joint space and take extreme care to insure that no voids remain in the joint space. d. After the joint has been filled, level the surfaces of the joint mortar/grout with the interior surfaces of the pipe with a steel trowel so that the surface is smooth. e. Interior joints of pipe smaller than 21-inches shall have the bottom of the bell buttered with grout, prior to inserting the spigot, such that when the spigot is pushed into position it will extrude surplus grout from the joint. 1) The surplus grout shall be struck off flush with the inside of the pipe by pulling a filled burlap bag or an inflated ball through the pipe with a rope. 4. Welded Joints a. Weld joints in accordance with the AWWA M9 and AWWA C206. 1) Contractor shall provide adequate ventilation for welders and for the City to observe welds. 2) Unless otherwise specified on the Drawings, welds shall be full circle fillet welds. b. Adequate provisions for reducing temperature stresses shall be the responsibility of the Contractor. c. Before welding: 1) Thoroughly clean pipe ends. 2) Weld pipe by machine or by the manual shielded electric arc process. d. Welding shall be performed so as not to damage lining or coating. e. Fumish labor, equipment, tools and supplies, including shielded type welding rod. 1) Protect welding rod from any deterioration prior to its use. 2) If any portion of a box or carton is damaged, reject the entire box or carton. f. In all hand welding: 1) The metal shall be deposited in successive layers. 2) Not more than 1/8 inch of metal shall be deposited in each pass. 3) Each pass except the final 1, whether in butt or fillet welds, shall be thoroughly bobbed or peened to relieve shrinkage stresses and to remove dirt, slag or flux before the succeeding bead is applied. 4) Each pass shall be thoroughly fused into the plates at each side of the welding groove or fillet and shall not be permitted to pile up in the center of the weld. 5) Undercutting along the side shall not be permitted. g. Welds shall be free from pin holes, non-metallic inclusions, air pockets, undercutting and/or any other defects. h. If the ends of the pipe are laminated, split or damaged to the extent that satisfactory welding contact cannot be obtained, remove the pipe from the line. i. Furnish each welder employed with a steel stencil for marking the welds so that the work of each welder may be identified. 1) Have each welder stencil the pipe adjacent to the weld with the stencil assigned to him. a) In the event any welder leaves the job, his stencil shall be voided and not duplicated if another welder is employed. CITY OF FORT WORTH WATER AND SANITARY SEWER REPLACEMENT STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CONTRACT 2021, WSM-C Revised November 29, 2023 CITY PROJECT NO. 103500 331113 -17 CONCRETE PRESSURE PIPE, BAR -WRAPPED, STEEL CYLINDER TYPE Page 17 of 19 j. Welders 1) Each welder employed by the Contractor shall be required to satisfactorily pass a welding test in accordance with AWWA C206 before being allowed to weld on the line. 2) After each welder has qualified in the preliminary tests referred to above, inspections shall be made of joints in the line. a) The inspection will be done by a Certified Welding Inspector retained by the City. 3) Any welder making defective welds shall not be allowed to continue to weld. k. Weld Testing 1) Dye penetrant tests in accordance with ASTM E165, or magnetic particle test in accordance with AWWA C206 and set forth in AWS D.1.1. shall be performed by the Contractor under the supervision and inspection of the City's Representative or an independent testing laboratory, on all full welded joints. a) Welds that are defective will be replaced or repaired, whichever is deemed necessary by the Engineer, at the Contractor's expense. b) If the Contractor disagrees with the Engineer's interpretation of welding tests, test sections may be cut from the joint for physical testing. The Contractor shall bear the expense of repairing the joint, regardless of the results of physical testing. (1) The procedure for repairing the joint shall be approved by the Engineer before proceeding. Protection of Exposed Metal a. Protect exposed ferrous metal by a minimum of 1 inch coating of cement mortar as previously specified for inside joints, unless otherwise specified in the Drawings. b. Exposed large flat surfaces such as flanges, bolts, caulked joints, threaded outlets, closures, etc., shall have coating reinforced with galvanized wire mesh. c. Thoroughly clean and wet the surface receiving a cement mortar coating with water just prior to placing the cement mortar coating. d. After placing, take care to prevent cement mortar from drying out too rapidly by covering with damp earth or burlap. e. Cement mortar coating shall not be applied during freezing weather. Patching a. Excessive field -patching of lining or coating shall not be permitted. b. Patching of lining or coating will be allowed where area to be repaired does not exceed 100 square inches and has no dimensions greater than 12 inches. c. In general, there shall not be more than 1 patch on either the lining or the coating of any 1 joint of pipe. d. Wherever necessary to patch the pipe, make patch with cement mortar as previously specified for interior joints. e. Do not install patched pipe until the patch has been properly and adequately cured and approved for laying by the City. f. Promptly remove rejected pipe from the site. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised November 29, 2023 WATER AND SANITARY SEWER REPLACEMENT CONTRACT 2021, W SM-C CITY PROJECT NO. 103500 331113 -18 CONCRETE PRESSURE PIPE, BAR -WRAPPED, STEEL CYLINDER TYPE Page 18 of 19 3.5 REPAIR / RESTORATION [NOT USED] 3.6 RE -INSTALLATION [NOT USED] 3.7 FIELD QUALITY CONTROL A. Field [oR] Site Tests and Inspections 1. Cleaning and Testing a. Cleaning, disinfection, hydrostatic testing and bacteriological testing of water mains 1) Clean, flush, pig, disinfect, hydrostatic test and bacteriological test the water main as specified in Section 33 04 40. 2. Deflection Testing; a. Prior to hvdrostatic testing, the Citv's inspector and Contractor shall perform deflection testing at a minimum rate of 2 measurements for every ioint of pipe. b. City may reiect anv areas not meeting the deflection requirements of this Section. c. Complete internal welding of joints, welding inspections and grout of the inside ioints prior to measuring deflection. The welding inspections shall be done by an independent CWI as described in Section 0145 23. d. Deflection measurements shall be made by the Citv's inspector and Contractor. 1) Welds that are defective will be replaced or repaired. whichever is deemed necessary by the Citv, at the Contractor's expense. 2) Method for taking measurements shall be agreed to by the Citv in writing prior to installing the first ioint of pine. 3) Measurements shall be recorded by the Contractor. 4) Make deflection measurements no sooner than 5 days and no later than 30 days after backfilling operations are complete. e. Determine deflection with vertical measurements taken at the locations indicated below. Locations where vertical measurements are taken shall be clearlv marked on the interior of the nine. 1) For Dive ioints 36 feet in length, or less, vertical measurements shall be taken at two locations,'/ -distance from each vine end. 2) For vive ioints exceeding 36 feet in length, vertical measurements shall be taken at 3 locations including 1/-distance from each pipe end and at the Dive midpoint. f. Correction of Pive Not ComOlving with the Deflection Requirements 1) If the average ioint deflection of a single ioint of anv single measurement fails to meet specifications, the entire ioint shall be reworked in accordance with the manufacturer's recommendations and as directed by the Citv at no additional cost to the Citv. This may include uncovering the vive, re -compaction of the Dive bedding, and revair of the coating. It is the Contractor's resvonsibility to continuously measure and calculate Dive deflection to verify it meets svecification. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised November 29, 2023 WATER AND SANITARY SEWER REPLACEMENT CONTRACT 2021, WSM-C CITY PROJECT NO. 103500 331113 -19 CONCRETE PRESSURE PIPE, BAR -WRAPPED, STEEL CYLINDER TYPE Page 19 of 19 3.8 SYSTEM STARTUP [NOT USED] 3.9 ADJUSTING [NOT USED] 3.10 CLEANING [NOT USED] 3.11 CLOSEOUT ACTIVITIES [NOT USED] 3.12 PROTECTION [NOT USED] 3.13 MAINTENANCE [NOT USED] 3.14 ATTACHMENTS [NOT USED] END OF SECTION Revision Log DATE NAME SUMMARY OF CHANGE 1.10.A.4.d. — Size revision for stull requirement 12/20/2012 D. Johnson 2.2.13.10, 11, 12 and 13 — Added reference to Sections 33 1105 and 33 04 10; removed material specifications for bolts, nuts and gaskets CITY OF FORT WORTH WATER AND SANITARY SEWER REPLACEMENT STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CONTRACT 2021, WSM-C Revised November 29, 2023 CITY PROJECT NO. 103500 347113-1 TRAFFIC CONTROL SECTION 34 7113 TRAFFIC CONTROL PART1- GENERAL 1.1 SUMMARY A. Section Includes: Pagel of 5 1. Installation of Traffic Control Devices and preparation of Traffic Control Plans B. Deviations from this City of Fort Worth Standard Specification 1. See 3.14 below. 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 Installation of Traffic Control Devices a. Measurement 1) Measurement for Traffic Control Devices shall be per month for the Project duration. a) A month is defined as 30 calendar days. b. Payment 1) The work performed and materials furnished in accordance with this Item and measured as provided under "Measurement" shall be paid for at the unit price bid for "Traffic Control". c. The price bid shall include: 1) Traffic Control implementation 2) Installation 3) Maintenance 4) Adjustments 5) Replacements 6) Removal 7) Police assistance during peak hours 2. Portable Message Signs a. Measurement 1) Measurement for this Item shall be per week for the duration ofuse. b. Payment 1) The work performed and materials furnished in accordance to this Item and measured as provided under "Measurement" shall be paid for at the unit price bid per week for "Portable Message Sign" rental. c. The price bid shall include: 1) Delivery of Portable Message Sign to Site 2) Message updating 3) Sign movement throughout construction 4) Return of the Portable Message Sign post -construction CITY OF FORT WORTH WATER AND SANITARY SEWER REPLACEMENT STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CONTRACT 2021, WSM-C Revised November 22, 2013 CITY PROJECT NO. 103500 3471 13 - 2 TRAFFIC CONTROL Page 2 of 5 3. Preparation of Traffic Control Plan Details a. Measurement 1) Measurement for this Item be per each Traffic Control Detail prepared. b. Payment 1) The work performed and materials furnished in accordance with this Item shall be paid for at the unit price bid per each "Traffic Control Detail" prepared. c. The price bid shall include: 1) Preparing the Traffic Control Plan Details for closures of 24 hours or longer 2) Adherence to City and Texas Manual on Uniform Traffic Control Devices (TMUTCD) 3) Obtaining the signature and seal of a licensed Texas Professional Engineer 4) Incorporation of City comments 1.3 REFERENCES A. Reference Standards 1. Reference standards cited in this Specification refer to the current reference standard published at the time of the latest revision date logged at the end of this Specification, unless a date is specifically cited. 2. Texas Manual on Uniform Traffic Control Devices (TMUTCD). 3. Item 502, Barricades, Signs, and Traffic Handling of the Texas Department of Transportation, Standard Specifications for Construction and Maintenance of Highways, Streets, and Bridges. 1.4 ADMINISTRATIVE REQUIREMENTS A. Coordination 1. Contact Traffic Services Division (817-392-7738) a minimum of 48 hours prior to implementing Traffic Control within 500 feet of a traffic signal. B. Sequencing 1. Any deviations to the Traffic Control Plan included in the Drawings must be first approved by the City and design Engineer before implementation. 1.5 SUBMITTALS A. Provide the City with a current list of qualified flaggers before beginning flagging activities. Use only flaggers on the qualified list. B. Obtain a Street Use Permit from the Street Management Section of the Traffic Engineering Division, 311 W. 10' Street. The Traffic Control Plan (TCP) for the Project shall be as detailed on the Traffic Control Plan Detail sheets of the Drawing set. A copy of this Traffic Control Plan shall be submitted with the Street Use Permit. C. Traffic Control Plans shall be signed and sealed by a licensed Texas Professional Engineer. D. Contractor shall prepare Traffic Control Plans if required by the Drawings or Specifications. The Contractor will be responsible for having a licensed Texas Professional Engineer sign and seal the Traffic Control Plan sheets. E. Lane closures 24 hours or longer shall require a site -specific traffic control plan. CITY OF FORT WORTH WATER AND SANITARY SEWER REPLACEMENT STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CONTRACT 2021, WSM-C Revised November 22, 2013 CITY PROJECT NO. 103500 3471 13 - 3 TRAFFIC CONTROL Page 3 of 5 F. Contractor responsible for having a licensed Texas Professional Engineer sign and seal changes to the Traffic Control Plan(s) developed by the Design Engineer. G. Design Engineer will furnish standard details for Traffic Control. 1.6 ACTION SUBMITTALSANFORMATIONAL SUBMITTALS [NOT USED] 1.7 CLOSEOUT SUBMITTALS [NOT USED] 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 1.9 QUALITY ASSURANCE [NOT USED] 1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED] 1.11 FIELD [SITE] CONDITIONS [NOT USED] 1.12 WARRANTY [NOT USED] PART 2 - PRODUCTS 2.1 OWNER -FURNISHED [OR] OWNER -SUPPLIED PRODUCTS [NOT USED] 2.2 ASSEMBLIES AND MATERIALS A. Description 1. Regulatory Requirements a. Provide Traffic Control Devices that conform to details shown on the Drawings, the TMUTCD, and TxDOT's Compliant Work Zone Traffic Control Device List (CWZTCDL). 2. Materials a. Traffic Control Devices must meet all reflectivity requirements included in the TMUTCD and TxDOT Specifications — Item 502 at all times during construction. b. Electronic message boards shall be provided in accordance with the TMUTCD. 2.3 ACCESSORIES [NOT USED] 2.4 SOURCE QUALITY CONTROL [NOT USED] PART 3 - EXECUTION 3.1 EXAMINATION [NOT USED] 3.2 PREPARATION A. Protection of In -Place Conditions 1. Protect existing traffic signal equipment. 3.3 INSTALLATION A. Follow the Traffic Control Plan (TCP) and install Traffic Control Devices as shown on the Drawings and as directed. CITY OF FORT WORTH WATER AND SANITARY SEWER REPLACEMENT STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CONTRACT 2021, WSM-C Revised November 22, 2013 CITY PROJECT NO. 103500 3471 13 - 4 TRAFFIC CONTROL Page 4 of 5 B. Install Traffic Control Devices straight and plumb. C. Do not make changes to the location of any device or implement any other changes to the Traffic Control Plan without the approval of the Engineer. 1. Minor adjustments to meet field constructability and visibility are allowed. D. Maintain Traffic Control Devices by taking corrective action as soon as possible. 1. Corrective action includes but is not limited to cleaning, replacing, straightening, covering, or removing Devices. 2. Maintain the Devices such that they are properly positioned, spaced, and legible, and that retroreflective characteristics meet requirements during darkness andrain. E. If the Inspector discovers that the Contractor has failed to comply with applicable federal and state laws (by failing to furnish the necessary flagmen, warning devices, barricades, lights, signs, or other precautionary measures for the protection of persons or property), the Inspector may order such additional precautionary measures be taken to protect persons and property. F. Subject to the approval of the Inspector, portions of this Project, which are not affected by or in conflict with the proposed method of handling traffic or utility adjustments, can be constructed during any phase. G. Barricades and signs shall be placed in such a manner as to not interfere with the sight distance of drivers entering the highway from driveways or side streets. H. To facilitate shifting, barricades and signs used in lane closures or traffic stagingmay be erected and mounted on portable supports. 1. The support design is subject to the approval of the Engineer. I. Lane closures shall be in accordance with the approved Traffic Control Plans. J. If at any time the existing traffic signals become inoperable as a result of construction operations, the Contractor shall provide portable stop signs with 2 orange flags, as approved by the Engineer, to be used for Traffic Control. K. Contractor shall make arrangements for police assistance to direct traffic if traffic signal turn-ons, street light pole installation, or other construction will be done during peak traffic times (AM: 7 am — 9 am, PM: 4 pm - 6 pm). L. Flaggers 1. Provide a Contractor representative who has been certified as a flagging instructor through courses offered by the Texas Engineering Extension Service, the American Traffic Safety Services Association, the National Safety Council, or other approved organizations. a. Provide the certificate indicating course completion when requested. b. This representative is responsible for training and assuring that all flaggers are qualified to perform flagging duties. 2. A qualified flagger must be independently certified by 1 of the organizations listed above or trained by the Contractor's certified flagging instructor. 3. Flaggers must be courteous and able to effectively communicate with the public. 4. When directing traffic, flaggers must use standard attire, flags, signs, and signals and follow the flagging procedures set forth in the TMUTCD. CITY OF FORT WORTH WATER AND SANITARY SEWER REPLACEMENT STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CONTRACT 2021, WSM-C Revised November 22, 2013 CITY PROJECT NO. 103500 3471 13 -5 TRAFFIC CONTROL Page 5 of 5 5. Provide and maintain flaggers at such points and for such periods of time as maybe required to provide for the safety and convenience of public travel and Contractor's personnel, and as shown on the Drawings or as directed by the Engineer. a. These flaggers shall be located at each end of the lane closure. M. Removal 1. Upon completion of Work, remove from the Site all barricades, signs, cones, lights and other Traffic Control Devices used for work -zone traffic handling in a timely manner, unless otherwise shown on the Drawings. 3.4 REPAIR / RESTORATION [NOT USED] 3.5 RE -INSTALLATION [NOT USED] 3.6 FIELD [OR] SITE QUALITY CONTROL [NOT USED] 3.7 SYSTEM STARTUP [NOT USED] 3.8 ADJUSTING [NOT USED] 3.9 CLEANING [NOT USED] 3.10 CLOSEOUT ACTIVITIES [NOT USED] 3.11 PROTECTION [NOT USED] 3.12 MAINTENANCE [NOT USED] 3.13 ATTACHMENTS [NOT USED] 3.14 PROVISIONS FOR THIS PROJECT Contractor shall submit traffic control plans for approval within ten days of notification of award of bid for review and approval. Traffic control procedures shall be discussed during the public meeting held prior to construction. Contractor shall maintain one lane of through traffic at all times. No streets closures will be permitted. Any trenching must be covered by end of day to facilitate traffic flow. END OF SECTION Revision Log DATE NAME SUMMARY OF CHANGE 1 1/22/13 S. Arnold Added police assistance, requirement for when a site specific TCP is required CITY OF FORT WORTH WATER AND SANITARY SEWER REPLACEMENT STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CONTRACT 2021, WSM-C Revised November 22, 2013 CITY PROJECT NO. 103500 SP 34 71 13.01 TRAFFIC CONTROL Page 1 of 4 SPECIAL PROVISION TO STANDARD SPECIFICATION 34 7113 TRAFFIC CONTROL For this Project, the Standard Specification 34 71 13 for Traffic Control (dated 11/22/2013) is amended with respect to the clauses cited below. No other clauses or requirements of this Standard Specification are waived or changed. Delete section 1.1. from Standard Specification 34 71 13 and replace with: 1.1 SUMMARY B. Installation of Traffic Control Devices and preparation of Traffic Control Plans, including moving, replacing, maintaining, cleaning and removing upon completion of the work, all temporary or permanent street closure barricades, signs, cones, lights or other devices required to handle traffic in conformance with the current edition of the Texas Manual of Uniform Traffic Control Devices and as indicated on the Drawings or directed by the Engineer or designated City representative. C. Deviations from this City of Fort Worth Standard Specification 1. As outlined in this Special Provision to Standard Specification 34 71 13. D. Related Specifications Sections include, but are not limited to: 1. Division 0 — Bidding Requirements, Contract Forms and Conditions of the Contract 2. Division 1 — General Requirements Delete paragraph 1.2. from Standard Specification 34 71 13 and replace with: 1.2 PRICE AND PAYMENT PROCEDURES A. Measurement and Payment 1. Installation of Traffic Control Devices a. Measurement 1) Traffic Control Devices for the project will be measured per month throughout the project duration regardless of the number of set-ups, locations or streets under construction. b. Payment 1) The work performed and materials furnished in accordance with this Item and measured, as provided under "Measurement," shall be paid for at the unit price bid for "Traffic Control" under each Unit of Work (Water, Sewer, Paving, etc). No additional compensation is made for materials, equipment or labor required for this Item. CITY OF FORT WORTH ADDENDUM #3 WATER AND SANITARY SEWER REPLACEMENT REVISED 01 04I2024 CONTRACT 2021, WSM-C CITY PROJECT NO. 103500 SP 34 71 13.01 TRAFFIC CONTROL Page 2 of 4 SPECIAL PROVISION TO STANDARD SPECIFICATION 34 7113 TRAFFIC CONTROL 2) No more than one month may be charged during the same 30 day period of a contract. Projects with multiple crews performing concurrent Units of Work (Water, Sewer, Paving, etc) will be paid for 1 (one) month total, under the contractor's selected unit. The selected unit must have had active work during that period. 3) The months for each Unit of Work will be approximated for bidding and can be adjusted during construction as the work progresses according to the Contractor's schedule. The Contractor's schedule shall reflect the project being complete within the project duration set by the contract. c. The work performed under this Item shall include, but not be limited to: 1) Traffic Control implementation 2) Installation 3) Maintenance 4) Adjustments 5) Replacements 6) Removal 7) Police assistance during peak hours d. Traffic Control Plan Changes: 1) Contractor driven changes to the sequencing, resources, or location of traffic control activities do not warrant additional cost for traffic control. 2) City requested changes to the scope or sequencing can be submitted as a change order with supporting documentation for review by the City. 3) During periods of inactivity the contractor must provide supporting documentation that additional traffic control was required based on current site conditions and was present at the site. 2. Portable Changeable Message Board Signs a. Measurement 1) Portable Changeable Message Board Signs for the project shall be measured per week regardless of the number of set-ups, locations or streets under construction. b. Payment 1) The work performed and materials furnished in accordance to this Item and measured as provided under "Measurement" shall be paid for at the unit price bid per week for "Portable Message Sign". c. The price bid and work performed under this Item shall include, but not be limited to: 1) Delivery of Portable Message Sign to Site 2) Message updating 3) Sign movement throughout construction 4) Return of the Portable Message Sign post -construction 3. Preparation of Traffic Control Plans or details if not provided on the Drawings and applicable City Standard Traffic Control Detail is available at: CITY OF FORT WORTH ADDENDUM #3 WATER AND SANITARY SEWER REPLACEMENT REVISED 01/04/2024 CONTRACT 2021, WSM-C CITY PROJECT NO. 103500 SP 34 71 13.01 TRAFFIC CONTROL Page 3 of 4 SPECIAL PROVISION TO STANDARD SPECIFICATION 34 7113 TRAFFIC CONTROL http: //fortworthtexas.gov/up loadedFiles/Transportation_and_Publlc_Wor ks/Permits/TrafficControlPlans.pdf a. Measurement 1) Traffic Control Plans for the project shall be measured throughout the contract time period and furnished by the Contractor. b. Payment 1) The work performed and materials furnished in accordance with this Item shall be subsidiary to the unit price bid for "Traffic Control". c. The work performed under this item shall include, but not be limited to: 1) Preparing the Traffic Control Plans 2) Adherence to City and Texas Manual on Uniform Traffic Control Devices (TMUTCD) 3) Obtaining the signature and seal of a licensed Texas Professional Engineer for all Traffic Control Plans submitted to the City. 4) Incorporation of City comments Delete paragraph 1.5.13, D, E and G from Standard Specification 34 71 13 and replace with: 1.5 SUBMITTALS B. Obtain a Street Use Permit from the Street Management Section of the Traffic Engineering Division, 311 W. 1 Oth Street. The Traffic Control Plan (TCP) for the Project shall be as detailed on the Traffic Control Plan sheets of the Drawing set if provided. A copy of the Traffic Control Plan shall be submitted with the Street Use Permit and upon approval uploaded to the City's BIM360 project page as a submittal. D. Contractor shall prepare Traffic Control Plans if required by the Drawings or Specifications. The Contractor will be responsible for having a licensed Texas Professional Engineer sign and seal the Traffic Control Plan sheets. Contractor, at his or her expense, shall prepare and submit for approval Traffic Control Plans where Contractor wishes to deviate from the approved set of Traffic Control plans if provided in the construction documents. E. Lane closures (including moving operations) that require a lane to be closed to through traffic for 24 hours or longer shall require a site -specific traffic control plan. G. Design Engineer will furnish standard details for traffic control. These are guidance and are not sufficient for a site specific traffic control plan for lane closures over 24 hours. Delete paragraph 1.5.G from Standard Specification 34 71 13. Delete paragraph 3.3.K from Standard Specification 34 71 13 and replace with: CITY OF FORT WORTH ADDENDUM #3 WATER AND SANITARY SEWER REPLACEMENT REVISED 01/04/2024 CONTRACT 2021, WSM-C CITY PROJECT NO. 103500 SP 34 71 13.01 TRAFFIC CONTROL Page 4 of 4 SPECIAL PROVISION TO STANDARD SPECIFICATION 34 7113 TRAFFIC CONTROL 3.3 INSTALLATION K. Contractor shall make arrangements, at his or her expense, for police assistance to direct traffic if traffic signal turn-ons, street light pole installation, or other construction will be done during peak traffic times (AM: 7 am — 9 am, PM: 4 pm - 6 pm). CITY OF FORT WORTH ADDENDUM #3 WATER AND SANITARY SEWER REPLACEMENT REVISED 01/04/2024 CONTRACT 2021, WSM-C CITY PROJECT NO. 103500 Appendix APPENDIX GC-4.01 Availability of Lands GC-4.02 Subsurface and Physical Conditions GC-6.06.D Minority and Women Owned Business Enterprise Compliance GC-6.07 Wage Rates- 2013 PREVAILING WAGE RATES (Heavy and Highway Construction Projects) GC-6.09 Permits and Utilities GC-6.24 Nondiscrimination - None GR-01 60 00 Product Requirements CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 Water and Sanitary Sewer Replacement CONTRACT 2021, WSM-C CITY PROJECT NO. 103500 GC-4.01 Availability of Lands THIS PAGE LEFT INTENTIONALLY BLANK CITY OF FORT WORTH Water and Sanitary Sewer Replacement STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CONTRACT 2021, WSM-C Revised July 1, 2011 CITY PROJECT NO. 103500 GC-4.02 Subsurface and Physical Conditions THIS PAGE LEFT INTENTIONALLY BLANK Addendum No. 3 CITY OF FORT WORTH Water and Sanitary Sewer Replacement STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CONTRACT 2021, WSM-C Revised July 1, 2011 CITY PROJECT NO. 103500 Rone Engineering Services, Ltd. Project: Water and Sanitary Sewer Replacement Camp Bowie CPN: 105062 PO-FW020-0000010815 FI D: 56002-0600430-5330500-105062-001784-9999 Rone Project No.: 2328317 Rone Report No.: 14418354 Date of Service: 12/13/2023 (1-10) — 12/12/2023 (11-15) — 12/14/2023 (16-32) — 12/15/2023 (33-40) Report Date: 1 /2/2024 Coring On this date a representative of Rone Engineering Services, Ltd. arrived onsite, as scheduled, to perform Cores. Please See Below for Locations and Results: Eastbound Camp Bowie Blvd. Hole # C - 1 Location: Eastbound Camp Bowie Blvd. 2.5" Brick 5" Concrete Paving — Compressive Strength test = 4600 PSI 7.5" — 16" Dark Brown Fat Clay w/gravel - Atterberg Limits: LL=43, PL=19, PI=23 16" — 18" Dark Brown Fat Clay w/gravel - Atterberg Limits: LL=51, PL=19, PI=32 Eastbound Camp Bowie Blvd. Hole#C-2 Location: Eastbound Camp Bowie Blvd. 2.5" Brick 18" Concrete Paving — Compressive Strength test = 7510 PSI Eastbound Camp Bowie Blvd Hole #C - 3 Location: Eastbound Camp Bowie Blvd. Addendum No. 3 Water and Sanitary Sewer Replacement CONTRACT 2021, WSM-C CITY PROJECT NO. 103500 2.5" Brick '/2" Asphalt 7.5" Concrete — Compressive Strength test = 7480 PSI 10.5" — 16" Light Brown Sandy Clay w/Lime - Atterberg Limits: LL=17, PL=8, PI=9 16" — 18" Dark Brown Sandy Clay w/LSF - Atterberg Limits: LL=35, PL=17, PI=18 Eastbound Camp Bowie Blvd. Hole #C - 4 Location: Eastbound Camp Bowie Blvd. 8" Concrete — Compressive Strength test = 4960 PSI 8" — 16" Light Brown Sandy Clay w/gravel & LSF - Atterberg Limits: LL=25, PL=13, PI=12 16" — 18" Brown Sandy Clay - Atterberg Limits: LL=36, PL=18, PI=18 Eastbound Camp Bowie Blvd. Hole #C - 5 Location: Eastbound Camp Bowie Blvd. 1" Asphalt 6" Concrete — Compressive Strength test = 5750 PSI 7" — 16" Brown Sandy Clay w/LSF - Atterberg Limits: LL=27, PL=14, PI=13 16" — 18" Light Brown Sandy Clay w/gravel & LSF - Atterberg Limits: LL=28, PL=14, PI=14 Eastbound Camp Bowie Blvd. Hole #C - 6 Location: Eastbound Camp Bowie Blvd. 2.5" Brick '/2" Asphalt 7" Concrete — Compressive Strength test = 5731 PSI 10" — 16" Brown w/Lime - Atterberg Limits: LL=29, PL=13, PI=16 16" — 18" Light Brown Clay w/LSF - Atterberg Limits: LL=31, PL=13, PI=18 Addendum No. 3 Water and Sanitary Sewer Replacement CONTRACT 2021, WSM-C CITY PROJECT NO. 103500 Eastbound Camp Bowie Blvd. Hole #C - 7 Location: Eastbound Camp Bowie Blvd. 2.5" Brick 13" Concrete — Compressive Strength test = 6210 PSI 15.5" — 18" Brown Sandy Clay w/LSF - Atterberg Limits: LL=37, PL=16, PI=21 18" — 21" Light Brown Sandy Clay - Atterberg Limits: LL=36, PL=18, PI=18 Eastbound Camp Bowie Blvd. Hole #C - 8 Location: Eastbound Camp Bowie Blvd. 2.5" Brick 1" Asphalt 6.5" Concrete — Compressive Strength test = 5830 PSI 10" — 16" Brown Fat Clay w/LSF, gravel & chalk - Atterberg Limits: LL=42, PL=16, PI=26 16" — 18" Dark Brown w/chalk - Atterberg Limits: LL=54, PL=23, PI=31 Eastbound Camp Bowie Blvd. Hole # C — 9 Location: Eastbound Camp Bowie Blvd. 2.5" Brick 7" Concrete — Compressive Strength test = 4990 PSI 9.5" — 16" Brown Sandy Clay w/gravel - Atterberg Limits: LL=34, PL=15, P1=19 16" — 18" Brown Fat Clay w/gravel & LSF - Atterberg Limits: LL=39, PL=17, PI=22 Eastbound Camp Bowie Blvd. Hole # C — 10 Location: Eastbound Camp Bowie Blvd. 2.5" Brick 6" Concrete — Compressive Strength test = 4010 PSI Addendum No. 3 Water and Sanitary Sewer Replacement CONTRACT 202 1, WSM-C CITY PROJECT NO. 103500 9" — 16" Dark Brown Fat Clay w/LSF - Atterberg Limits: LL=53, PL=22, PI=31 16" — 18" Brown Clay - Atterberg Limits: LL=56, PL=23, PI=33 Eastbound Camp Bowie Blvd. Hole # C — 11 Location: Eastbound Camp Bowie Blvd. 2.5" Brick 7.5" Concrete — Compressive Strength test = 4740 PSI 10" — 16" Dark Brown/Brown/Sandy Clay w/gravel & LSF — Atterberg Limits: LL=46 PL=17 PI=29 16" — 18" Dark Brown Fat Clay w/gravel & LSF - Atterberg Limits: LL=52, PL=18, PI=34 Eastbound Camp Bowie Blvd. Hole # C — 12 Location: Eastbound Camp Bowie Blvd. 2.5" Brick 7.5" Concrete — Compressive Strength test = 3640 PSI 10" — 16" Dark Brown Fat Clay w/gravel & LSF - Atterberg Limits: LL=53, PL=20, PI=33 16" — 18" Dark Brown Fat Clay - Atterberg Limits: LL=60, PL=22, PI=38 Eastbound Camp Bowie Blvd. Hole # C — 13 Location: Eastbound Camp Bowie Blvd. 2.5" Brick .75" Asphalt 7" Concrete — Compressive Strength test = 4480 PSI 10.25" — 14" Brown Sandy Clay w/LSF - Atterberg Limits: LL=26, PL=13, PI=13 14" — 18" Dark Brown/Brown Fat w/LSF - Atterberg Limits: LL=59, PL=19, PI=40 Addendum No. 3 Water and Sanitary Sewer Replacement CONTRACT 2021, WSM-C CITY PROJECT NO. 103500 Eastbound Camp Bowie Blvd. Hole # C — 14 Location: Eastbound Camp Bowie Blvd. 2.5" Brick .75" Asphalt 6" Concrete — Compressive Strength test = 6040 PSI 9.25" — 16" Brown Fat Clay w/gravel & LSF - Atterberg Limits: LL=35, PL=16, PI=19 16" — 18" Dark Brown Fat Clay w/gravel & LSF - Atterberg Limits: LL=32, PL=15, PI=17 Eastbound Camp Bowie Blvd. Hole # C — 15 Location: Eastbound Camp Bowie Blvd. 2" Brick 10" Concrete — Compressive Strength test = 5080 PSI 16" — 18" Dark Brown Clay w/gravel & LSF - Atterberg Limits: LL=36, PL=14, PI=21 12" — 16" Dark Brown Flexbase - Atterberg Limits: LL=25, PL=16, PI=9 Bune cr& Tandy Drive Hole # C —16 Location: Bune @ Tandy Drive 14" — 16" Concrete — Compressive Strength test = 4270 PSI *concrete continued past 16" Gandv 6D Lancaster Hole # C —17 Location: Gandy St. at W. Lancaster Ave. 7.5" Concrete — Compressive Strength test = 6600 PSI 7.5" — 12" Dark Brown Sandy Clay w/Lime - Atterberg Limits: LL=43, PL=39, PI=4 12" — 18" Dark Brown Fat Clay - Atterberg Limits: LL=52, PL=17, PI=35 Addendum No. 3 Water and Sanitary Sewer Replacement CONTRACT 2021, WSM-C CITY PROJECT NO. 103500 Watonga Street Hole # C — 18 Location: 3708 Watonga St. 2.5" Asphalt 4" Concrete — Compressive Strength test = 4890 PSI 6.5" — 16" Brown Sandy Clay w/gravel & Lime - Atterberg Limits: LL=19, PL=17, PI=2 16" — 18" Dark Brown Sandy Clay w/gravel & Lime — Atterberg Limits: LL=24, PL=24, PI=O Virainia Place Hole # C — 19 Location: 1416 Virginia Place 2" Asphalt 2" — 14" Brown Sandy Clay w/gravel & Lime - Atterberg Limits: LL=, PL=, PI=O 14" — 18" Light Brown/Gray Fat Clay w/Lime - Atterberg Limits: LL=29, PL=17, PI=12 Virainia Place Hole # C — 20 Location: 1222 Virginia Place 3" Asphalt 3" — 18" Brown Sandy Clay w/gravel - Atterberg Limits: LL=38, PL=26, PI=12 Clover Lane Hole # C — 21 Location: 1304 Clover Lane 4" Asphalt 4" — 10" Brown Fat Clay w/gravel - Atterberg Limits: LL=55, PL=16, PI=39 10" — 18" Dark Brown Fat Clay - Atterberg Limits: LL=63, PL=20, PI=43 Addendum No. 3 Water and Sanitary Sewer Replacement CONTRACT 2021, WSM-C CITY PROJECT NO. 103500 Clover Lane Hole # C — 22 Location: 1422 Clover Lane 2" Asphalt 2" — 12" Brown Sandy Clay w/gravel - Atterberg Limits: LL=19, PL=13, P1=6 12" — 18" Tan Sandy Clay - Atterberg Limits: LL=30, PL=18, P1=12 Washinqton Terrace Hole # C — 23 Location: 1517 Washington Terrace 2" Asphalt 2" — 12" Brown Sandy Clay w/gravel - Atterberg Limits: LL=14, PL=12, P1=2 12" — 18" Dark Brown/Gray Sandy Clay w/gravel - Atterberg Limits: LL=39, PL=16, P1=23 Washinqton Terrace Hole # C — 24 Location: 1400 Washington Terrace 2" Asphalt 2" — 12" Brown Sandy Clay w/gravel - Atterberg Limits: LL=23, PL=13, P1=10 12" — 18" Dark Brown Tan Sandy Clay w/gravel - Atterberg Limits: LL=35, PL=12, P1=23 Washington Terrace Hole # C — 25 Location: 1209 Washington Terrace 2" Asphalt 2" — 12" Light Brown Sandy Clay - Atterberg Limits: LL=26, PL=12, P1=14 12" — 18" Dark Brown/Brown Fat Clay - Atterberg Limits: LL=54, PL=16, P1=38 Addendum No. 3 Water and Sanitary Sewer Replacement CONTRACT 2021, WSM-C CITY PROJECT NO. 103500 Thomas Place Hole # C — 26 Location: 1650 Thomas Place 4" Asphalt 4.5" Concrete = 4990 PSI 8.5" — 18" Dark Brown Fat Clay - Atterberg Limits: LL=27, PL=15, PI=12 Thomas Place Hole # C — 27 Location: 1420 Thomas Place 3.5" Asphalt 4" Concrete = 5620 PSI 7.5" — 18" Light Brown Tan Sandy Clay w/gravel - Atterberg Limits: LL=55, PL=19, PI=36 Thomas Place Hole # C — 28 Location: 1220 Thomas Place 4" Asphalt 4" Concrete = 4660 PSI 8" — 18" Light Brown Tan Sandy Clay - Atterberg Limits: LL=27, PL=16, PI=11 Hill Crest Street Hole # C — 29 Location: 1675 Hill Crest St. 3.5" Asphalt 3.5" — 12" Dark Brown Sandy Clay w/gravel - Atterberg Limits: LL=38, PL=19, PI=19 12" — 18" Dark Brown Fat Clay - Atterberg Limits: LL=55, PL=18, PI=37 Tremont Avenue Addendum No. 3 Water and Sanitary Sewer Replacement CONTRACT 2021, WSM-C CITY PROJECT NO. 103500 Hole # C — 30 Location: 1620 Tremont Ave. 3.5" Asphalt 3.5" — 18" Gray Sandy Clay w/gravel - Atterberg Limits: LL=25, PL=13, PI=12 Western Avenue Hole #C-31 Location: 1817 Western Ave. 6.5" Concrete — Compressive Strength test = 7840 PSI 6.5" — 14" Hint of Red/Light Brown Sandy Clay - Atterberg Limits: LL=55, PL=34, PI=21 14" — 18" Brown Fat Clay - Atterberg Limits: LL=66, PL=22, PI=44 Western Avenue Hole # C — 32 Location: 1620 Western Ave. 6.5" Concrete — Compressive Strength test = 2990 PSI 6.5" — 12" Dark Brown Sandy Clay w/gravel - Atterberg Limits: LL=53, PL=27, PI=26 12" — 18" Dark Brown Fat Clay - Atterberg Limits: LL=55, PL=18, PI=37 Eastbound Camp Bowie Blvd. Hole # C — 33 Location: 7153 Camp Bowie Blvd. W.B. 2" Asphalt 2" — 12" Gray Dark Brown Fat Clay — Atterberg Limits: LL=57, PL=16, PI=41 12" — 18" Dark Brown Fat Clay - Atterberg Limits: LL=60, PL=20, PI=40 Desert Ridge Drive Hole #C-34 Location: 3709 Desert Ridge Drive 3.5" Asphalt Addendum No. 3 Water and Sanitary Sewer Replacement CONTRACT 202 1, WSM-C CITY PROJECT NO. 103500 3.5" — 18" Dark Brown Sandy Clay w/Lime - Atterberg Limits: LL=33, PL=33, PI=O Southwest Blvd Hole # C — 35 Location: Southwest Blvd. (SE side of traffic circle) 4.5" Asphalt 4.5" — 12" Dark Brown/Gray Fat Clay w/gravel — Atterberg Limits: LL=30, PL=15, PI=15 12" — 18" Light Brown Dark Brown Fat Clay - Atterberg Limits: LL=40, PL=16, PI=24 Eastbound Camp Bowie Blvd. Hole # C — 36 Location: E.B. Camp Bowie Blvd. 130' W of Marks Place 3.5" Asphalt 3.5" — 12" Gray Dark Brown Fat Clay w/gravel - Atterberg Limits: LL=30, PL=14, PI=16 12" — 18" Dark Brown Fat Clay w/gravel — Atterberg Limits: LL=42, PL=16, PI=22 Eastbound Camp Bowie Blvd. Hole # C — 37 Location: E.B. Camp Bowie Blvd. at Marks Place 4.5" Asphalt 4.5" — 12" Dark Brown/Light Brown/Gray w/gravel - Atterberg Limits: LL=31, PL=15, PI=16 12" — 18" Dark Brown Fat Clay w/gravel - Atterberg Limits: LL=42, PL=15, PI=27 Eastbound Camp Bowie Blvd. Hole # C — 38 Location: S. end of Irene St. at Camp Bowie Blvd. 3.5" Asphalt 8.5" Concrete = 7160 PSI 12" — 18" Light Brown/Gray/Fat Clay - Atterberg Limits: LL=28, PL=14, PI=14 Addendum No. 3 Water and Sanitary Sewer Replacement CONTRACT 2021, WSM-C CITY PROJECT NO. 103500 Irene Street Hole # C - 39 Location: 3598 Irene St. 4.5" Asphalt 4.5" - 12" Light Brown Gray Sandy Clay w/Lime - Atterberg Limits: LL=32, PL=30, PI=2 12" - 18" Dark Brown Fat Clay - Atterberg Limits: LL=46, PL=15, PI=31 Irene Street Hole # C - 40 Location: 3520 Irene St. 5" Asphalt 5" - 12" Light Brown Sandy Clay w/gravel & Lime - Atterberg Limits: LL=, PL=, PI=O 12" - 18" Dark Brown Fat Clay - Atterberg Limits: LL=42, PL=20, PI=22 Coring terminated at -18" See attached Map for locations Addendum No. 3 Water and Sanitary Sewer Replacement CONTRACT 2021, WSM-C CITY PROJECT NO. 103500 GC-4.04 Underground Facilities THIS PAGE LEFT INTENTIONALLY BLANK CITY OF FORT WORTH Water and Sanitary Sewer Replacement STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CONTRACT 2021, WSM-C Revised July 1, 2011 CITY PROJECT NO. 103500 GC-4.06 Hazardous Environmental Condition at Site THIS PAGE LEFT INTENTIONALLY BLANK CITY OF FORT WORTH Water and Sanitary Sewer Replacement STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CONTRACT 2021, WSM-C Revised July 1, 2011 CITY PROJECT NO. 103500 GC-6.06.1) Minority and Women Owned Business Enterprise Compliance THIS PAGE LEFT INTENTIONALLY BLANK CITY OF FORT WORTH Water and Sanitary Sewer Replacement STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CONTRACT 2021, WSM-C Revised July 1, 2011 CITY PROJECT NO. 103500 FORT WORTH TEMPORARY REVISION 4/6/2020 (COVID-19) W — City of Fort Worth Minority Business Enterprise Specifications SPECIAL INSTRUCTIONS FOR OFFERORS APPLICATION OF POLICY IIf the total dollar value of the contract is $50,000.01 or more, then a MBE subcontracting goal is applicable. POLICY STATEMENT It is the policy of the City of Fort Worth to ensure the full and equitable participation by Minority Business Enterprises (MBE) in the procurement of all goods and services. All requirements and regulations stated in the City's current Business Diversity Enterprise Ordinance applies to this bid. MBE PROJECT GOALS The City's MBE goal on this project is 14 % of the base bid value of the contract. Note: If both MBE and SBE subcontracting goals are established for this project, then an Offeror must submit both a MBE Utilization Form and a SBE Utilization Form to be deemed responsive. COMPLIANCE TO BID SPECIFICATIONS On City contracts $50,000.01 or more where a MBE subcontracting goal is applied, Offerors are required to comply with the intent of the City's Business Diversity Enterprise Ordinance by one of the following: 1. Meet or exceed the above stated MBE goal through MBE subcontracting participation, or 2. Meet or exceed the above stated MBE goal through MBE Joint Venture participation, or; 3. Good Faith Effort documentation, or; 4. Prime Waiver documentation. SUBMITTAL OF REQUIRED DOCUMENTATION The applicable documents must be received by the by the assigned City of Fort Worth Project Manager or Department Designee, within the following times allocated, in order for the entire bid to be considered responsive to the specifications. The Offeror shall EMAIL the MBE documentation to the assigned City of Fort Worth Project Manager or Department Designee. A faxed copy will not be accepted. Subcontractor Utilization Form, if goal is met or exceeded: 2. Good Faith Effort and Subcontractor Utilization Form, if participation is less than stated goal: 3. Good Faith Effort and Subcontractor Utilization Form, if no MBE participation: 4. Prime Contractor Waiver Form, if you will perform all subcontracting/supplier work: 5. Joint Venture Form, if goal is met or exceeded: received no later than 2:00 p.m., on the second City business day after the bid opening date, exclusive of the bid opening date. received no later than 2:00 p.m., on the second City business day after the bid opening date, exclusive of the bid opening date. received no later than 2:00 p.m., on the second City business day after the bid opening date, exclusive of the bid opening date. received no later than 2:00 p.m., on the second City business day after the bid opening date, exclusive of the bid opening date. received no later than 2:00 p.m., on the second City business day after the bid opening date, exclusive of the bid opening date. FAILURE TO COMPLY WITH THE CITY'S BUSINESS DIVERSITY ENTERPRISE ORDINANCE, WILL RESULT IN THE BID BEING CONSIDERED NON -RESPONSIVE TO SPECIFICATIONS. FAILURE TO SUBMIT THE REQUIRED MBE DOCUMENTATION WILL RESULT IN THE BID BEING CONSIDERED NON -RESPONSIVE. A SECOND FAILURE WILL RESULT IN THE OFFEROR BEING DISQUALIFIED FOR A PERIOD OF ONE YEAR. THREE FAILURES IN A FIVE YEAR PERIOD WILL RESULT IN A DISQUALIFICATION PERIOD OF THREE YEARS. Any questions, please contact the Office of Business Diversity at (817) 392-2674. Office of Business Diversity Email: mwbeoffice@fortworthtexas.gov Temporarily Revised April 6, 2020 due to COVID19 Emergency Phone: (817) 392-2674 FORT WORTH City of Fort Worth Business Equity Division INSTRUCTIONS TO BIDDERS ABOUT THE BUSINESS EQUITY GOAL Bid number: 103500 Business Equity Goal: 14 % It is the policy of the City of Fort Worth to ensure the full and equitable utilization of Business Equity Firms when appropriate, in the procurement of all goods and services. When a Business Equity Goal is established for a bid, it means that the City of Fort Worth believes that there are Business Equity Firms available that can provide goods or services requested by the bid. The Business Equity Goal for Bid number 103500 is 14 %. This means that the City believes that there are available Business Equity Firms that can provide goods or services required by this bid and therefore, 14 % of the Bidder's awarded amount must be spent with a Business Equity Firm. All requirements and regulations stated in the City's current Business Equitv Ordinance #25165-10-2021 apply to this bid. Definitions are at the end of this document. Because a Business Equity Goal has been established for this bid, in order for your bid to be considered, a Bidder must satisfv one (1) of the conditions below. A. Commit to Meet or Exceed the Business Equity Goal Hire Business Equity Firm(s) to provide goods or services and spend at least the goal amount with the Business Equity Firm(s). Step 1: Obtain a listing of Business Equity Firms by completing the "Request for Listing of Certified Firms Form" located at the City of Fort Worth's Business Equitv Division website. Step 2: Request bids from Business Equity Firms to provide goods or services at least 10 calendar days before bid opening. Step 3: Submit the following two (2) forms: a. Utilization Plan b. Letter(s) of Intent B. Prove a Good Faith Effort Show attempt to hire Business Equity Firms to meet or exceed the goal, but was unsuccessful. This can occur in two (2) ways: 1) Bidder proposes a smaller Goal Step 1: Obtain a listing of Business Equity Firms by completing the "Request for Listing of Certified Firms Form" located at the City of Fort Worth's Business Equitv Division website. Step 2: Request bids from Business Equity Firms to provide goods or services at least 10 calendar days before bid opening. Step 3: Submit the following three (3) forms: a. Utilization Plan b. Letter(s) of Intent c. Good Faith Effort 2) Bidder proposes a 0% Goal Step 1: Obtain a listing of Business Equity Firms by completing the "Request for Listing of Certified Firms Form" located at the City of Fort Worth's Business Equitv Division website. Step 2: Request bids from Business Equity Firms to provide goods or services at least 10 calendar days before bid opening. Step 3: If unsuccessful, submit Good Faith Effort Form. Please see Ordinance &20-370 (a) page for requirements of an acceptable Good Faith Effort. C. Prove that the Bidder Can Perform the Service and Provide all Materials on the Project as the Prime Contractor Bidder must show that the Bidder is providing all of the goods and services through their own company and that there are no goods or services provided by a third party or an affiliate. Bidder will not purchase any supplies or inventory from a third party. Step 1: Must submit Prime Contract Waiver Form D. Create a Joint Venture with a Business Equity Firm At least one or both of the firms must be a Business Equity Firm Step 1: Must submit Joint Venture Form DEADLINE TO SUBMIT REQUIRED DOCUMENTS AND FORMS Bidders must submit sealed bids to be opened at the date, time, and place stated in the solicitation for the public opening of bids. Faxed copies will not be accepted. FREQUENTLY ASKED QUESTIONS 1. If I am Business Equity Firm, can I count my performance of the bid? Answer. A Business Equity Prime Contractor can count its self -performance towards meeting the Business Equity Goal for the assigned North American Industry Classification System (NAICS) commodity codes on its Minority Business Enterprise (MBE) or Women Business Enterprise (WBE) certification. 2. What if I am a Business Equity Firm, but I am unable to self perform all work or provide all of the goods under the bid, can I count my performance under the Bid? Answer. If the Business Equity Prime cannot self -perform all of the work, it will be accountable for subcontracting with certified firms to meet the overall goal. Business Equity Firms that qualify under the "Significant Business Presence" definition may count in the Program upon approval of DVIN-BE. 3. This bid does not have a set amount that the City will purchase from the Awarded Bidder, how do I complete the form? Answers: a. For a low bid procurement, the lowest bidder shall submit a Utilization Plan no laterthan 2:00 PM on the third business day after bids are opened detailing all Subcontractors the Contractor intends to utilize in its performance of a Contract. Contractors that are Business Equity Firms may count their self -performed services towards meeting a Business Equity Goal. b. For a Best Value procurement, all bidders who wish to be considered for evaluation scoring shall submit a Utilization Plan by 2:00 PM on the third business day after the bids are opened detailing all Subcontractors the Contractor intends to utilize in its performance of a Contract. Contractors that are Business Equity Firms may count their self -performed services towards meeting a Business Equity Goal. c. Non-compliance. If the lowest bidder for a low bid procurement or any bidder for a Best Value procurement does not timely submit its Utilization Plan with the required documents, that bidder will be deemed Non -Responsive. For a low bid procurement, the City will notify the next lowest bidder who shall then submit a Utilization Plan with required documents no later than 2:00 PM on the third business day after the bidder receives notification. This process will be followed until a bidder submitting the required documents is selected. DEFINITIONS Business Equity Firm means an Independent Firm that is a Certified minority- and/or women -owned business enterprise (M/WBE) with a Significant Business Presence in the City's Marketplace. Business Equity Goal means a calculation prepared by the DVIN-BE that includes all the following factors: the detailed cost estimate of the work to be performed, or goods purchased; the 6-county Marketplace; the availability of Business Equity Firms and non -Business Equity Firms in the Marketplace determined ona Contract -by -Contract basis; and the subcontracting/supplier opportunities of each project. Certified means those firms identified by the North American Industry Classification System (NAICS) that have been determined to be a bona fide MBE or WBE by the North Central Texas Regional Certification Agency (NCTRCA), the Dallas/Fort Worth Minority Supplier Development Council (DFW /MSDC), Women's Business Council -SW (WBCS), Texas Department of Transportation (TxDOT) or another certifying agency that the DVIN-BE may deem appropriate and accepted by the City of Fort Worth. DVIN-BE means the City's Department of Diversity and Inclusion -- Business Equity Division Good Faith Efforts means the actions undertaken by a Contractor and approved by DVIN-BE as described inthe Business Equity Ordinance $20-370 (g). Joint Venture means a business entity formed by two or more independent Persons for the purpose of pursuing a common objective, such as a prime contract. The resulting business entity has additional resources and capacity, enhancing its ability to compete for larger awards. A joint venture is generally characterized by shared ownership, shared returns and risks, and shared governance. In a joint venture, the prime managing partner holds 51 % or more interest in the business. Partner(s) hold less than 51 % interest but in most cases, not less than 20%. Marketplace means the geographic area as defined by the City's most current Disparity Study (i.e., Tarrant, Dallas, Denton, Johnson, Parker and Wise counties). Responsive means that a Person is compliant with the requirements of the Business Equity Ordinance. Significant Business Presence means a Person (1) which has its principal place of business located inside the Marketplace; (2) which has its principal place of business located outside the Marketplace but has been verified to be in existence for a minimum of 24 months and from which at least 20% of the business's workforce is based in the Marketplace; or (3) which has cumulative business receipts greater than $1,000,000 for work done in the Marketplace since January 1, 2013. Utilization Plan means the list of Business Equity Firms that a Contractor commits will be utilized to meet the Business Equity Goal for a specific project, the scopes of the work and the dollar values or the percentages of the work to be performed. VIOLATIONS AND SANCTIONS 1. Failure to comply with the City's Business Equity Ordinance will result in the bid being considered "Non -Responsive." 2. Failure to submit the required Business Equity forms and documentation will result in the bid being considered non -responsive and a "written warninq" letter that may impact the Offeror's evaluation scoring on future City bid opportunities for up to 12 months, refer to Ordinance &20-373 on VIOLATIONS AND SANCTIONS for continued offenses or failures to comply. If you have any questions, contact Department of Diversity & Inclusion, Business Equity Division Email: DVIN_BE@fortworthtexas.gov I Phone: 817-392-2674 City of Fort Worth ATTACHMENT 1A FORT WORTH Business Equity Utilization Form Page 1 of Disadvantaged Business Enterprise Utilization Form (Applicable if Federally -Funded) PRIME/OFFEROR/OWNER COMPANY NAME: PROJECT NAME: WATER AND SANITARY SEWER REPLACEMENT CONTRACT 2021, WSM-C PROJECT NUMBER: IBID DATE: 103500 Check all applicable boxes to describe ❑ Not Certified Prime/Offeror/Owner's Classification: City's Business Equity Goal: �✓ (Check if addressing DBE Goal) 14 % MBE ❑ WBE DBE ❑ HUB Offeror's Business Equity (or DBE) Commitment: % ❑VOSB Section 3 Certifying Agency: ❑ NCTRCA ❑D/FW MSDC FTX DOT WBCS Other: Ethnicity: ❑African American Hispanic 1:1Caucasian Asian ❑ Native American Gender: ❑Male ry Female Non -Bins Definitions: Business Equity Firm: Certified MBE Minority Business Enterprise or WBE Women Business Enterprise DBE: Disadvantaged Business Enterprise HUB: Historically Under Utilized Business VOSB: Veteran Owned Small Business Section 3: Certified Housing Urban Development Vendors ALL BUSINESS EQUITY FIRMS MUST BE CERTIFIED BEFORE CONTRACT AWARD Failure to complete this form, in its entirety, and received by the Purchasing Division no later than 2:00 p.m. on the third City business day after bid opening, exclusive of bid opening date, will result in the bid -being considered non -responsive to bid specifications. Exception: CFA, ICA, and CDBG oroiects, documents will be submitted to the City Proiect Manager if 6"6� bid or to the Developer if privately bid. The undersigned Prime/Offeror agrees to enter into a formal agreement with the Business Equity firm(s) listed in this utilization schedule, conditioned upon execution of a contract with the City of Fort Worth (Exception: Developer proiects). The intentional and/or knowing misrepresentation of facts is grounds for consideration of disqualification and will result in the bid being considered non -responsive to bid specifications. Business Equity firms listed toward meeting the project goal must be located in the City's marketplace at the time of bid or the business has a Significant Business Presence in the Marketplace. The marketplace is the Citv of Fort Worth including portions of Denton. Parker. Wise. and all of Tarrant. Dallas. and Johnson coup Certified means those Business Equity Firms, located within the Marketplace, that have been determined to be a bona -fide minority or women business enterprise by the North Central Texas Regional Certification Agency (NCTRCA), Dallas/Fort Worth Minority Supplier Development Council (D/FW MSDC) and Women's Business Council -Southwest (WBCS). If hauling services are utilized, the Prime/Offeror will be given credit as long as the Business Equity firm listed owns and operates at least one fully licensed and operational truck to be used on the contract. The Business Equity firms may lease trucks from another Business Equity firm, including Business Equity owner -operated, and receive full Business Equity credit. The Business Equity firm may lease trucks from non -Business Equity firms, including owner -operated, but will only receive credit for the fees and commissions earned by the Business Equity as outlined in the lease agreement. Federally -funded Projects (ONLY), Counting DBE Participation: If materials or supplies are obtained from a DBE manufacturer, count 100 percent of the cost of the materials or supplies towards the goal. If the materials or supplies are purchased from a DBE reqular dealer, count 60 percent of the cost of the materials and supplies toward the DBE goal. When materials or supplies are purchased from a DBE neither a manufacturer nor a reqular dealer, count the entire amount of fees or commissions charged for assistance in the procurement of the materials and supplies or fees or transportation charges for the delivery of the materials or supplies delivered to the job site. In all cases, the Prime/Offeror is responsible to identify the amounts to be used toward the committed DBE goal. Note: For DBE Goals, 60% of the services count towards the goal. Effective 01/01/2021 FORT WORTH ATTACHMENT 1A Business Equity Utilization Form Page 2of4 Please note that only certified Business Equity firms will be counted to meet the Business Equity goal. Prime/Offerors are required to identify ALL subcontractors/suppliers, regardless of status; i.e., Business Equity firms and non -Business Equity firms. Prime/Offerors must identify by tier level all subcontractors/suppliers. Tier: means the level of subcontracting below the Prime/Offeror i.e. a direct payment from the Prime/Offeror to a subcontractor is considered 1st tier, a payment by a subcontractor to its supplier is considered 2nd tier. Business Equity firms are to be listed before non -Business Equity firms. The Prime/Offeror is responsible to provide proof of payment of all tiered sub-contractors/suppliers identified as a Business Equity firm and counting those dollars towards meeting the contract committed goal. Certified Business Equity Prime/Offeror Contractors counting their self -performance towards meeting the contract goal, must be certified within those NAICS commodity codes with a certifying agency acceptable by the City of Fort Worth. Certified Business Equity Prime/Offeror counting self -performing services towards the goal, the service(s) to be performed should be listed first on the Utilization form. Check this boxF�if certified Prime Contractor services will be counting towards the Business Equity contracting goal. Please list services first below. Please list certified Business Equity firm names as listed on their certification, including DBA names. NAMES AND ADDRESSES OF CONTRACTORS/SUPPLIERS Business Name: Address: Phone: Email: Contact Person: Business Name: Address: Phone: Email: Contact Person: Business Name: Address: Phone: Email: Contact Person: TYPE OF SERVICES/SUPPLIES Specify Tier PROVIDED (NAICS Required) Name list Tier Type of Service/Supplies: NAICS Code: $ AMOUNT: Type of Service/Supplies: NAICS Code: $ AMOUNT: Type of Service/Supplies: NAICS Code: $ AMOUNT: Certification Agency Certified By: [--]D/FW MSDC F�NCTRCA 0TXDOT []WBCS Other: Certified By: EIDFW MSDC FINCTRCA EITXDOT EJWBCS Other: Certified By: EIDFW MSDC FINCTRCA EITXDOT FWBCS Other: Gender and Ethnicity: ❑ Male ❑ Female Non -Binary African American Hispanic Asian Caucasian ❑ Native American ❑ Male ❑ Female ❑ Non -Binary ❑ African American ❑ Hispanic ❑ Asian ❑ Caucasian Native American ❑ Male ❑ Female ❑ Non -Binary ❑ African American ❑ Asian ❑ Caucasian ❑ Hispanic Native American Effective 01/01/2021 Updated 03/24/2022 FORT WORTH Business Equity Utilization Form Please include multiple copies of this page if needed to list all contractors and suppliers. NAMES AND ADDRESSES OF CONTRACTORS/SUPPLIERS Business Name: Address: Phone: Email: Contact Person: Business Name: Address: Phone: Email: Contact Person: Business Name: Address: Phone: Email: Contact Person: Business Name: Address: Phone: Email: Contact Person: TYPE OF SERVICES/SUPPLIES PROVIDED (NAICS Required) Type of Service/Supplies: NAICS Code: $ AMOUNT: Specify Tier Certification Agency Name 1st Tier ATTACHMENT 1A Page 3 of 4 Gender and Ethnicity: Certified By: ❑ Male ❑ Female ❑ Non -Binary ❑D/FW MSDC ❑African American ❑ Hispanic ❑NCTRCA ❑TXDOT ❑WBCS ❑Asian ❑Other: ❑Caucasian ❑Native American Type of Service/Supplies: Certified By: ❑ Male ❑Female ❑Non -Binary ❑DFW MSDC ]NCTRCA ❑African American ❑Hispanic NAICS Code: ::ITXDOT ❑WBCS ❑Asian ]Other: ❑ Caucasian ❑ Native $ AMOUNT: American Type of Service/Supplies: Certified By: ❑Male ❑Female ❑Non -Binary ❑DFW MSDC NCTRCA ❑African American ❑Hispanic NAICS Code: -1 TXDOT ❑WBCS ❑ Asian Other: ❑ Caucasian ❑ Native $ AMOUNT: American Type of Service/Supplies: Certified By: ❑Male ❑Female ❑Non -Binary ❑DFW MSDC ❑NCTRCA ❑African American ❑Hispanic NAICS Code: ❑TXDOT ❑WBCS ❑Asian ❑Other: ❑ Caucasian ❑ Native $ AMOUNT: American Effective 01/01/2021 Updated 03/24/2022 FORT WORTH Business Equity Utilization Form Total Dollar Amount of Certified Prime/Offeror Services towards contract goal $ Total Dollar Amount of Business Equity (or DBE if applicable) Subcontractors/Suppliers $ Total Dollar Amount of Non -Business Equity Subcontractors/Suppliers $ TOTAL DOLLAR AMOUNT OF CERTIFIED PRIME/ALL SUBCONTRACTORS/SUPPLIERS $ ATTACHMENT1A Page 4 of 4 The Prime/Offeror will not make additions, deletions, or substitutions to this certified list without the prior approval of the Business Equity Division through the submittal of a Request for Approval of Change/Addition online. Any unjustified change or deletion shall be a material breach of contract and may result in debarment in accord with the procedures outlined in the ordinance. The Prime/Offeror shall submit a detailed explanation of how the requested change/addition or deletion will affect the committed Business Equity goal. If the detail explanation is not submitted, it will affect the final compliance determination. By affixing a signature to this form, the Prime/Offeror further agrees to provide, directly to the City upon request, complete and accurate information regarding actual work performed by all subcontractors, including non -Business Equity firms. The Prime/Offeror also agrees to allow an audit and/or examination of any books, records and files held by their company. The Prime/Offeror agrees to allow the transmission of interviews with owners, principals, officers, employees and applicable subcontractors/suppliers participating on the contract that will substantiate the actual work performed by the Business Equity firms on this contract, by an authorized officer or employee of the City. A Prime/Offerer who intentionally and/or knowingly misrepresents material facts shall be Debarred for a period of time of not less than three (3) years. Authorized Signature Title Company Name Address City/State/Zip Code Printed Signature Contact Name and Title (if different) Phone Number Email Address Date Department of Diversity and Inclusion - Business Equity Division Email: DVIN_BEOffice@fortworthtexas.gov Effective 01/01/2021 Updated 03/24/2022 FORT WORTH City of Fort Worth Business Equity (M/WBE) Specifications Prime Contractor Waiver Form OFFEROR COMPANY NAME: PROJECT NAME: WATER AND SANITARY SEWERREPLACEMENT CONTRACT 2021, WSM-C City's MBE Project Goal: I Offeror's MBE Project Commitment: ATTACHMENT 1B Page 1 of 1 Check applicable block to describe Prime �]MM/BE 0 NON-MWBE -- BID DATE PROJECT NUMBER 103500 If both answers to this form are YES, do not complete ATTACHMENT 1C (Good Faith Effort Form). All questions on this form must be completed and a detailed explanation provided, if applicable. If the answer to either question is NO, then you must complete ATTACHMENT 1 C. This form is only applicable if both answers are yes. Failure to complete this form in its entirety and be received by the Purchasing Division no later than 2:00 p.m., on the second Citv business day after bid oveninq, exclusive of the bid opening date, will result in the bid being considered non -responsive to bid specifications. Will you perform this entire contract without subcontractors? YES If yes, please provide a detailed explanation that proves based on the size and scope of this NO project, this is your normal business practice and provide an operational profile of your business. Will you perform this entire contract without suppliers? YES If yes, please provide a detailed explanation that proves based on the size and scope of this this is business inventory business. NO project, your normal practice and provide an profile of your The Offeror further agrees to provide, directly to the City upon request, complete and accurate information regarding actual work performed by all subcontractors, including certified M/WBE(s) on this contract, the payment thereof and any proposed changes to the original M/WBE(s) arrangements submitted with this bid. The Offeror also agrees to allow an audit and/or examination of any books, records and files held by their company that will substantiate the actual work performed by the M/WBEs on this contract, by an authorized officer or employee of the City. Any intentional and/or knowing misrepresentation of facts will be grounds for terminating the contract or debarment from City work for a period of not less than three (3) years and for initiating action under Federal, State or Local laws concerning false statements. Any failure to comply with this ordinance creates a material breach of contract and may result in a determination of an irresponsible Offeror and barred from participatinq in City work for a period of time not less than one (1) year. Authorized Signature Title Company Name Address City/State/Zip Printed Signature Contact Name (if different) Phone Number Fax Number Email Address Date Business Equity Division Rev. 3/13/2022 Email: DVIN_BEOffice@fortworthtexas.gov Phone: (817) 392-2674 FORT WORTH® City of Fort Worth ATTACHMENT 1C Business Equity Division Page 1 of 4 Good Faith Effort Form PRIME/OFFEROR COMPANY NAME: PROJECT NAME: WATER AND SANITARY SEWERREPLACEMENT CONTRACT 2021, WSM-C Business Equity Goal: 14 % Offeror's Business Equity Goal Commitment: Check applicable box to describe Prime/Offeror's Certification lFBusiness Equity Non -Business irm ❑ Equity Firm BID DATE PROJECT NUMBER 103500 If the Offeror did not meet or exceed the Business Equity Goal for this project, the Prime/Offeror must complete this form. If the Prime/Offeror's method of compliance with the Business Equity Goal is based upon demonstration of a "Good Faith Effort", the Prime/Offeror will have the burden of correctly and accurately preparing and submitting the documentation required by the City. Compliance with each item, 1 thru 10 below, shall satisfy the Good Faith Effort requirement absent proof of fraud, intentional and/or knowing misrepresentation of the facts or intentional discrimination by the Prime/Offeror. Failure to complete this form, in its entirety with supporting documentation, and received by the Purchasing Division no later than 2:00 p.m. on the third City business day after bid opening, exclusive of bid opening date, will result in the bid being considered non -responsive to bid specifications. Exception: CFA, ICA, and CDBG projects, documents will be submitted to the City Project Manager if publicly bid or to the Developer if privately bid. 1.) Please list each and every subcontracting and/or supplier opportunity for the completion of this project, regardless of whether it is to be provided by a Business Equity firm or non -Business Equity firm. (DO NOT LIST NAMES OF FIRMS). On all projects, the Prime/Offeror must list each subcontracting and or supplier opportunity regardless of tier. (Use additional sheets, if necessary) List of Subcontracting Opportunities List of Supplier Opportunities Effective 03/15/2022 ATTACHMENT1C Page 2of4 2.) Obtain a current (not more than two (2) months old from the bid open date) list of Business Equity subcontractors and/or suppliers from the City's Business Equity Division. ❑ Yes ❑ No Date of Listing 3.) Did you solicit bids from Business Equity firms, within the subcontracting and/or supplier areas previously listed, at least ten calendar days prior to bid opening by telephone, exclusive of the day the bids are opened? Yes (If yes, attach list to include name of Business Equity firm, person contacted, phone number and date and time of contact.) ❑ No 4.) Did you solicit bids from Business Equity firms, within the subcontracting and/or supplier areas previously listed, at least ten calendar days prior to bid opening by fax, exclusive of the day the bids are opened? ❑ Yes (If yes, attach list to include name of Business Equity firm, fax number and date and time of contact. In addition, if the fax is returned as undeliverable, then that "undeliverable confirmation" received must be printed directly from the facsimile for proper documentation. Failure to submit confirmation and/or "undeliverable confirmation" documentation may render the NO GFE non -responsive.) 5.) Did you solicit bids from Business Equity firms, within the subcontracting and/or supplier areas previously listed, at least ten calendar days prior to bid opening by email, exclusive of the day the bids are opened? ❑ Yes (If yes, attach email confirmation to include name of Business Equity firm, date and time. In addition, if an email is returned as undeliverable, then that "undeliverable message" receipt must be printed directly from the email system for proper documentation. Failure to submit confirmation and/or "undeliverable message" NO documentation may render the GFE non -responsive.) NOTE: The three methods identified above are acceptable for soliciting bids, and each selected method must be applied to the applicable contract. The Prime/Offeror must document that either at least two attempts were made using two of the three methods or that at least one successful contact was made using one of the three methods in order to deemed responsive to the Good Faith Effort requirement. NOTE: The Prime/Offeror must contact the entire Business Equity list specific to each subcontracting and supplier opportunity to be in compliance with questions 3 thru 5. 6.) Did you provide plans and specifications to potential Business Equity firms? ❑ Yes ❑ No 7.) Did you provide the information regarding the location of plans and specifications in order to assist the Business Equity firms? ❑ Yes No Effective 03/15/2022 ATTACHMENT1C Page 3 of 4 8.) Did you prepare a quotation for the Business Equity firms to bid on goods/services specific to their skill set? ❑ Yes (If yes, attach all copies of quotations.) ❑ No 9.) Was the contact information on any of the listings not valid? ❑ Yes (If yes, attach the information that was not valid in order for the Business Equity Division to address the corrections needed.) ❑ No 10.) Submit documentation if Business Equity firms quotes were rejected. The documentation submitted should be in the firms forms of an affidavit, include a detailed explanation of why the Business Equity firms was rejected and any supporting documentation the Prime/Offeror wishes to be considered by the City. In the event of a bona fide dispute concerning quotes, the Prime/Offeror will provide for confidential in -camera access to an inspection of any relevant documentation by City personnel. (Please use additional sheets, if necessary, and attach.) Company Name Telephone Contact Person Scope of Work Reason for Rejection ADDITIONAL INFORMATION: Please provide additional information you feel will further explain your good and honest efforts to obtain Business Equity firm participation on this project. The Prime/Offeror further agrees to provide, directly to the City upon request, complete and accurate information regarding actual work performed on this contract, the payment thereof and any proposed changes to the original arrangements submitted with this bid. The Prime/Offeror also agrees to allow an audit and/or examination of any books, records and files held by their company that will substantiate the actual work performed on this contract, by an authorized officer or employee of the City. A Prime/Offeror who intentionally and/or knowingly misrepresents material facts shall be Debarred for a period of time of not less than three (3) years. Effective 03/15/2022 ATTACHMENT IC Page 4 of 4 The undersigned certifies that the information provided and the Business Equity firms listed was/were contacted in good faith. It is understood that any Business Equity firms listed in Attachment 1C will be contacted and the reasons for not using them will be verified by the City's Business Equity Division. Authorized Signature Title Company Name Address City/State/Zip Business Equity Division Email: DVIN_BEOffice@fortworthtexas.gov Phone: (817) 392-2674 Printed Signature Contact Name and Title (if different) Phone Number Email Address Date Effective 03/15/2022 FORTWORTH. Joint Venture Page 1 of 3 Name of City project: 1. Joint venture information: Joint Venture Name: Joint Venture Address: (If applicable) Telephone: Cellular: CITY OF FORT WORTH M/WBE Joint Venture Eligibility Form All questions must be answered; use "NIA "if not applicable. A joint venture form must be completed on each project RFPBid/Purchasing Number: Facsimile: E-mail address: Identify the firms that comprise the joint venture: Please attach extra sheets if additional space is required to provide detailed explanations of work to be performed by each firm comprising the joint venture M/WBE firm I Non-M/WBE firm name: name: Business Address: Business Address: City, State, Zip: Telephone Facsimile Cellular Certification Status: Name of Certifying Agency: City, State, Zip: E-mail Telephone Cellular E-mail address Facsimile 2. Scope of work performed by the Joint Venture: Describe the scope of work of the M/WBE: Describe the scope of work of the non-M/WBE: Rev. 2113119 Joint Venture Page 2 of 3 3. What is the percentage of M/WBE participation on this joint venture that you wish to be counted toward meeting the project goal? 4. Attach a copy of the joint venture agreement. 5. List components of ownership of joint venture: (Do not complete if'this information is described in joint venture agreement) Profit and loss sharing: Capital contributions, including equipment: Other applicable ownership interests: 6. Identify by name, race, sex and firm those individuals (with titles) who are responsible for the day-to-day management and decision making of the joint venture: Financial decisions (to include Account Payable and Receivable): , Management decisions: a. Estimating --------------- ------------ --- --- b. Marketing and Sales c. Hiring and Firing of management personnel --------------------- -------------------------------- d. Purchasing of major equipment and/or supplies Supervision of field operations The City's Business Equity Division will review your joint venture submission and will have final approval of the M/WBE percentage applied toward the goal for the project listed on this form. NOTE: From and after the date of project award, if any of the participants, the individually defined scopes of work or the dollar amounts/percentages change from the originally approved information, then the participants must inform the City's Business Equity Division immediately for approval. Any unjustified change or deletion shall be a material breach of contract and ma;/ result in debarment in accord with the procedures outlined in the City's Business Equity Ordinance 25165-10-2021 . Rev. 2/13/19 Joint Venture Paqe 3 of 3 AFFIDAVIT The undersigned affirms that the foregoing statements are true and correct and include all material information necessary to identify and explain the terms and operation of the joint venture. Furthermore, the undersigned shall agree to provide to the joint venture the stated scope of work, decision -making responsibilities and payments herein. The City also reserves the right to request any additional information deemed necessary to determine if the joint venture is eligible. Failure to cooperate and/or provide requested information within the time specified is grounds for termination of the eligibility process. The undersigned agree to permit audits, interviews with owners and examination of the books, records and files of the joint venture by any authorized representatives of the City of Fort Worth. Failure to comply with this provision shall result in the termination of any contract, which may be awarded under the provisions of this joint venture's eligibility and may initiate action under Federal, State and/or Local laws/ordinances concerning false statements or willful misrepresentation of facts. ------- ---------------------------------------------------------------------------------------------------------- Name of MBE firm Name of non -MBE firm Printed Name of Owner Printed Name of Owner Signature of Owner Signature of Owner Printed Name of Owner Printed Name of Owner Signature of Owner Signature of Owner Title Title Date Date Notarization State of County of On this day of , 20 , before me appeared and to me personally known and who, being duly sworn, did execute the foregoing affidavit and did state that they were properly authorized to execute this affidavit and did so as their free act and deed. Notary Public Print Name Notary Public Signature Commission Expires Office of Business Diversity Email: mwbeoffice@fortworthtexas.gov Phone: (817) 392-2674 (seal) Rev. 2/13/19 GC-6.07 Wage Rates THIS PAGE LEFT INTENTIONALLY BLANK CITY OF FORT WORTH Water and Sanitary Sewer Replacement STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CONTRACT 2021, WSM-C Revised July 1, 2011 CITY PROJECT NO. 103500 2013 PREVAILING WAGE RATES (Heavy and Highway Construction Products) CLASSIFICATION DESCRIPTION Wage Rate Asphalt Distributor Operator $ 15.32 Asphalt Paving Machine Operator $ 13.99 Asphalt Raker $ 12.69 Broom or SweeperOperator $ 11.74 Concrete Finisher, Paving and Structures $ 14.12 Concrete Pavement Finishing Machine Operator $ 16.05 Concrete SawOperator $ 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 TractorOperator $ 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 Builderf5etter, 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 Loaderf 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 ReclaimerfPulverizer 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 Barricade5ervicer $ 11.68 Water and Sanitary Sewer Replacement CITY OF FORT WORTH CONTRACT 2021, WSM-C STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CITY PROJECT NO. I03500 Revised July 1, 2011 GC-6.09 Permits and Utilities THIS PAGE LEFT INTENTIONALLY BLANK CITY OF FORT WORTH Water and Sanitary Sewer Replacement STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CONTRACT 202I, WSM-C Revised July I, 2011 CITY PROJECT NO. 103500 GC-6.24 Nondiscrimination THIS PAGE LEFT INTENTIONALLY BLANK CITY OF FORT WORTH Water and Sanitary Sewer Replacement STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CONTRACT 2021, WSM-C Revised July 1, 2011 CITY PROJECT NO. 103500 GR-01 60 00 Product Requirements THIS PAGE LEFT INTENTIONALLY BLANK CITY OF FORT WORTH Water and Sanitary Sewer Replacement STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CONTRACT 2021, WSM-C Revised July 1, 2011 CITY PROJECT NO. 103500 CITY OF FORT WORTH WATER DEPARTMENT STANDARD PRODUCT LIST Updated: September 06, 2019 The Fort Worth Water Department's Standard Products List has been developed to minimize the submittal review of products which meet the Fort Worth Water Department's Standard Specifications during utility construction projects. When Technical Specifications for specific products, are included as part of the Construction Contract Documents, the requirements of the Technical Specification will override the Fort Worth Water Department's Standard Specifications and the Fort Worth Water Department's Standard Products List and approval of the specific products will be based on the requirements of the Technical Specification whether or not the specific product meets the Fort Worth Water Department's Standard Specifications or is on the Fort Worth Water Department's Standard Products List. Table of Content (Click on items to go directly to the page) Items Page A. Water & Sewer 1. Manholes & Bases/Components........................................................... 1 2. Manholes & Bases/Fiberglass............................................................... 2 3. Manholes & Bases/Frames & Covers/Rectangular ............................... 3 4. Manholes & Bases/Frames & Covers/Round....................................... 4 5. Manholes & Bases/Frames & Covers/Water Tight & Pressure Tight .. 5 6. Manholes & Bases/Precast Concrete .................................................... 6 7. Manholes & Bases/Rehab Systems/Cementitious................................ 7 8. Manholes & Bases/Rehab Systems/NonCementitious ......................... 8 9. Manhole Insert (Field Operations Use Only) ........................................ 9 10. Pipe Casing Spacer............................................................................... 10 11. Pipes/Ductile Iron................................................................................. 11 12. Utility Line Marker............................................................................... 12 B. Sewer 13. Coatings/Epoxy..................................................................................... 13 14. Coatings/Polyurethane.......................................................................... 14 15. Combination Air Valves....................................................................... 15 16. Pipes/Concrete...................................................................................... 16 17. Pipe Enlargement System (Method) ..................................................... 17 18. Pipes/Fiberglass Reinforced Pipe ......................................................... 18 19. Pipes/HDPE.......................................................................................... 19 20. Pipes/PVC (Pressure Sewer)................................................................. 20 21. Pipes/PVC*........................................................................................... 21 22. Pipes/Rehab/CIPP................................................................................. 22 23. Pipes/Rehab/Fold & Form.................................................................... 23 24. Pipes/Open Profile Large Diameter...................................................... 24 C. Water 25. Appurtenances....................................................................................... 25 26. Bolts, Nuts, and Gaskets....................................................................... 26 27. Combination Air Release Valve........................................................... 27 28. Dry Barrel Fire Hydrants...................................................................... 28 29. Meters................................................................................................... 29 30. Pipes/PVC (Pressure Water)................................................................. 30 31. Pipes/Valves & Fittings/Ductile Iron Fittings ....................................... 31 32. Pipes/Valves & Fittings/Resilient Seated Gate Valve .......................... 32 33. Pipes/Valves & Fittings/Rubber Seated Butterfly Valve ...................... 33 34. Polyethylene Encasement..................................................................... 34 35. Sampling Stations................................................................................. 35 CITY OF FORT WORTH FORT WORTHe WATER DEPARTMENT STANDARD PRODUCT LIST Note: All water or sewer pipe larKer than 15 inch diameter shall be approved for use by the Water Depatiment on a project speci`c `uasis. Updated: 09/06/2019 be reauired for some Water & Sewer - Manholes & Bases/Components 33-39-10 JRev 2/3/16) 07/23/97 3305 13 Urethane Hydrophilic Waterstop Asahi Kogyo K.K. Adeka Ultra -Seal P-201 ASTM D2240/D412/D792 04/26/00 3305 13 Offset Joint for 4' Diam. MH Hanson Concrete Products Drawing No. 35-0048-001 04/26/00 3305 13 Profile Gasket for 4' Diam. MH. Press -Seal Gasket Corp. 2504G Gasket ASTM C443/C-361 1/26/99 3305 13 HDPE Manhole Adjustment Rings Ladtech, Inc HDPE Adjustment Ring 5/13/05 3305 13 Manhole External Wrap Canusa - CPS WrapidSeal Manhole Encapsulation System SS MH Non -traffic area . From Original Standard Products List Click to Return to the Table of Content 1 CITY OF FORT WORTH FORT WORTH, WATER DEPARTMENT STANDARD PRODUCT LIST Note: Nil water or sewer nine larmer than 15 inch diameter shall be aDDroved for use by the Water Department on a Droiect specific basis. Water & Sewer - Manholes & Bases/Fiberglass 33-39-13 (1/8_/13) 1/26/99 3339 13 (Fiberglass Manhole I JFluid Containment, Inc. Flowtite 08/30/06 3339 13 Fiberglass Manhole L.F. Manufacturing Updated: 09/06/2019 be reouired for some ASTM 3753 Non -traffic area Non -traffic area ' From Original Standard Products List Click to Return to the Table of Content 2 F_OR` WORTH. CITY OF FORT WORTH WATER DEPARTMENT STANDARD PRODUCT LIST . I aatar & Se3vd>r - A'Luo�oles & aAseslFr�mes C'o+rer�J�eetaxtt�ular 33-45-13 _�Rev�1311 ]_ u5 G 3 lm..-k Frn =vl ibvm- W4 I Tn h%1 W(li L3. Ei'Lwo- $e Jiays PLwnda-j- vM Updated: 09/06/2019 _J'.c-lu' WD • From Original Standard Products List Click to Return to the Table of Content FORTWORTH, CITY OF FORT WORTH WATER DEPARTMENT STANDARD PRODUCT LIST Updated: 09/06/2019 Water & Sewer - Manholes & Bases/Frames & Covers/Standard (Round) 33-05-13 (Rev 2/3/16) • 3305 13 Manhole Frames and Covers Western Iron Works, Bass & Hays Foundry 30024 • 3305 13 Manhole Frames and Covers McKinley Iron Works Inc. A 24 AM 08/24/18 3305 13 Manhole Frames and Covers Neenah Foundry R-1272 ASTM A48 & AASHTO M306 08/24/18 33 05 13 Manhole Frames and Covers Neenah Foundry R- 165-LM (Hinged) ASTM A48 & AASHTO M306 08/24/18 33 05 13 Manhole Frames and Covers Neenah Foundry NF 1274 ASTM A48 & AASHTO M306 08/24/18 3305 13 Manhole Frames and Covers Neenah Foundry R-1743-LM (Hinged) ASTM A48 & AASHTO M306 33 05 13 Manhole Frames and Covers Sigma Corporation MH-144N 33 05 13 Manhole Frames and Covers Sigma Corporation MH-143N 33 05 13 Manhole Frames and Covers Pont-A-Mousson GTS-STD 33 05 13 Manhole Frames and Covers Neenah Casting 10/31/06 33 05 13 Manhole Frames and Covers (Hinged) Powerseal Hinged Ductile Iron Manhole ASTM A536 7/25/03 33 05 13 Manhole Frames and Covers Saint-Gobain Pipelines (Pamrex/rexus) RE32-R8FS 01/31/06 3305 13 30" Dia. MH Ring and Cover East Jordan Iron Works V 1432-2 and V 1483 Designs AASHTO M306-04 11/02/to 3305 13 30" Dia. MH Ring and Cover Sigma Corporation MH1651FWN & MH16502 07/19/11 33 05 13 30" Dia. MH Ring and Cover Star Pipe Products MH32FTWSS-DC 08/10/11 3305 13 30" Dia. MH Ring and Cover Accucast 220700 Heavy Duty with Gasket Ring 30" ERGO XL Assembly 10/14113 3305 13 30" Dia. MH Ring and Cover (Hinged & Lockable) East Jordan Iron Works with Cam Lock/MPIC/T-Gasket ASSHTO M105 & ASTM A536 06/01/17 3405 13 30" Dia. MH Ring and _Cover (Hinged & Lockable) CI SIP Industries 2280 (32") ASTM A 48 CAP-ONE-30-FTW, Composite, w/ Lock 09/16/19 3305 13.10 30" Dia. MH Ring and Cover Composite Access Products, L.P. w/o Hing__ 24" Dia. 24" Dia. 24" Dia. 24" Dia. 30" Dia. 30" dia. 24" dia. 24" dia. 24" Dia. 30" Dia. 30" Dia. 30" Dia 30" Dia 30" Dia 30" Dia 30" Dia. 30" Dia. • From Original Standard Products List Click to Return to the Table of Content 4 CITY OF FORT WORTH FO RT WO RT H, WATER DEPARTMENT STANDARD PRODUCT LIST Note: All water or sewer pipe larder than 15 inch diameter shall be annroved for use by the Water Department on a nroiect specific basis. Water & Sewer - Manholes & Bases/Frames & Covers/Water Tight & Pressure Tight 33-05-13 (Rev 2/3/161 • 33 05 13 Manhole Frames and Covers Pont-A-Mousson Pamtight • 33 05 13 Manhole Frames and Covers Neenah Casting • 33 05 13 Manhole Frames and Covers Western Iron Works,Bass & Hays Foundry 300-24P • 33 05 13 Manhole Frames and Covers McKinley Iron Works Inc. WPA24AM 03/08/00 3305 13 Manhole Frames and Covers Accucast RC-2100 04/20/01 3305 13 Manhole Frames and Covers (SIP)Serampore Industries Private Ltd. 300-24-23.75 Ring and Cover Updated: 09/06/2019 be reauired for some ASTM A 48 ASTM A 48 24" Dia. 24" Dia. 24" Dia. 24" Dia. 24" Dia. 24" Dia. • From Original Standard Products List Click to Return to the Table of Content 5 CITY OF FORT WORTH FORT WORTH, WATER DEPARTMENT STANDARD PRODUCT LIST Note: All water or sewer pipe larl?er than 15 inch diameter shall be approved for use by the Water Department on a arolect specific basis. Water & Sewer - Manholes A Bases/Precast Concrete (3ev 1/8/131 • 3339 10 Manhole, Precast Concrete Hydro Conduit Corp • 3339 10 Manhole, Precast Concrete Wall Concrete Pipe Co. Inc. 09/23/96 33 39 10 Manhole, Precast Concrete Concrete Product Inc. 05/08/18 3339 10 Manhole, Precast Concrete The Turner Company 10/27/06 3339 10 Manhole, Precast Concrete Oldcastle Precast Inc. 06/09/10 33 39 10 Manhole, Precast (Reinforce Polymer)Concrete US Composite Pipe 09/06/19 33 39 20 Manhole, Precast Concrete Forterra Pipe and Precast Updated: 09/06/2019 be reouired for sorne SPL Item #49 ASTM C 478 48" ASTM C 443 48" 48" I.D. Manhole w/ 32" Cone ASTM C 478 48" w/32" cone 48", 60" I.D. Manhole w/ 32" Cone ASTM C 478 48", 60" 48" I.D. Manhole w/ 24" Cone ASTM C 478 48" Diam w 24" Ring Reinforced Polymer Concrete ASTM C-76 48" to 72" 60" & 72" I.D. Manhole w/32" Cone ASTM C-76 60" & 72" ■ From Original Standard Products list Click to Return to the Table of Content 6 FORT WORTH, Note: All water or sewer CITY OF FORT WORTH WATER DEPARTMENT STANDARD PRODUCT LIST Updated: 09/06/2019 Water & Sewer - Manholes & Bases/Rehab Svstems/Cementitious ' E1-14 Manhole Rehab Systems Quadex 04/23/01 E1-14 Manhole Rehab Systems Standard Cement Materials, Inc. Reliner MSP E1-14 Manhole Rehab Systems AP/M Permaform 4/20/01 E1-14 Manhole Rehab System Strong Company Strong Seal MS2A Rehab System 5/12/03 E1-14 Manhole Rehab System (Liner) Poly -triplex Technologies MH repair product to stop infiltration ASTM D5813 08/30/06 General Concrete Repair FlexKrete Technologies Vinyl Polyester Repair Product Misc. Use . From Original Standard Products List Click to Return to the Table of Content 7 FORT WORTHa Note: All water or sewer CITY OF FORT WORTH WATER DEPARTMENT STANDARD PRODUCT LIST Updated: 09/06/2019 Water & Sewer - Manholes & Basq/Aphab Svstems/NonCementitions 05/20/96 EI-14 Manhole Rehab Systems Sorayroo, Spray Wall Polyurethane Coating ASTM D6391D790 EI-14 Manhole Rehab Systems Sun Coast For Exterior Coating of Concrete 12/14/01 Coating for Corrosion protection(Exterior) ERTECH Series 20230 and 2100 (Asphatic Emulsion) Structures Only 01/31/06 Coatings for Corrosion Protection Chesterton Arc 791, S1HB, Sl, S2 Acid Resistance Test Sewer Applications 8/28/2006 Coatings for Corrosion Protection Warren Environmental S-301 and M-301 Sewer Applications 08/30/06 Coatings for Corrosion Protection Citadel SLS-30 Solids Egoxy Sewer Applications 33 05 16, 33 39 10, 33 RR&C Dampproofmg Non-Fibered Spray For Exterior Coating of Concrete 03/19/18 3920 Coating for Corrosion vrotection(Exterior) Sherwin Williams Grade (Asphatic Emulsion) Structures Only . From Original Standard Products List Click to Return to the Table of Content 8 CITY OF FORT WORTH FORT WORTH. WATER DEPARTMENT STANDARD PRODUCT LIST Note: All water or sewer pipe larger than 15 inch diameter shall be approved for use by the Water Department on a protect specific basis. Water & Sewer - Manhole Inserts - Field Operations U ie Only (Rev 2/3/16) • 33 05 13 Manhole Insert Knutson Enterprises • 3305 13 Manhole Insert South Western Packaging • 3305 13 Manhole Insert Noflow-Inflow 09/23/96 3305 13 Manhole Insert Southwestern Packing & Seals, Inc. 09/23/96 3305 13 Manhole Insert Southwestern Packing & Seals, Inc. Updated: 09/06/2019 be required for some pipes. Made to Order - Plastic ASTM D 1248 For 24" dia. Made to Order - Plastic ASTM D 1248 For 24" dia. Made to Order - Plastic ASTM D 1248 For 24" dia. Lifesaver - Stainless Steel For 24" dia. TetherLok - Stainless Steel For 24" dia . From Original Standard Products List Click to Return to the Table of Content 9 CITY OF FORT WORTH FORT WORTH, WATER DEPARTMENT ~'q"O��� STANDARD PRODUCT LIST Updated: 09/06/2019 Note: All water or sewer pipe larger than i5 inch diameter shall be ap'uroved for use by the Water Depar ment on a'uroiect specific basis. Special bedding may be required for some pipes. Water & Sewer - Pine Casing Spa�pfs 33-05-24 (07/01/13) 11/04/02 Steel Band Casing Spacers Advanced Products and Systems, Inc. Carbon Steel Spacers, Model SI 02/02/93 Stainless Steel Casing Spacer Advanced Products and Systems, Inc. Stainless Steel Spacer, Model SSI 04/22/87 Casing Spacers Cascade Waterworks Manufacturing Casing Spacers 09/14/10 Stainless Steel Casing Spacer Pipeline Seal and Insulator Stainless Steel Casing Spacer Up to 48" 09/14/10 Coated Steel Casin Spacers Pipeline Seal and Insulator Coated Steel Casin Spacers Up to 48" 05/10/11 Stainless Steel Casing Spacer Powerseal 4810 Powerchock Up to 48" 03/19/18 Casing Spacers BWM SS-12 Casing Spacer(Stainless Steel) 03/19/18 Casing Spacers BWM FB-12 Casing Spacer (Coated Carbon Steel) for Non pressure Pipe and Grouted Casing * From Original Standard Products List Click to Return to the Table of Content 10 CITY OF FORT WORTH FORT WORTH, WATER DEPARTMENT STANDARD PRODUCT LIST Note: All water or sewer nine larger than 15 inch diameter shall be annroved for use by the Water Department on a nroiect snecific basis. Snecial b Updated: 09/06/2019 be reouired for some nines. Water & Sewer - Pives/Ductile Iron 33-11-10(1/8/13) • 33 11 10 Ductile Iron Pipe Griffin Pipe Products, Co. Super Bell -Tice Ductile Iron Pressure Pipe, AWWA C150, C151 08/24/18 33 11 10 Ductile Iron Pipe American Ductile Iron Pipe Co. American Fastite Pipe (Bell Spigot) AWWA C150, C151 08/24/18 33 11 10 Ductile Iron Pipe American Ductile Iron Pipe Co. American Flex Ring (Restrained Joint) AWWA C150, C151 ' 33 11 10 Ductile Iron Pipe U.S. Pipe and Foundry Co. AWWA CI50, C151 ' 33 11 10 Ductile Iron Pipe McWane Cast Iron Pipe Co. AWWA C150, C151 3" thru 24" 4" thru 30" 4" thru 30" ■ From Original Standard Products List Click to Return to the Table of Content 11 CITY OF FORT WORTH FORT WORTH. WATER DEPARTMENT STANDARD PRODUCT LIST updated: 09/06/2019 Note; All water or sewer p1pe larger than 15 inch diameter shall be a --roved for use u the Water De art ient on aproject specific basis. Special bedding maybe required for so ne ApprovalNo. No. National From Original Standard Products List Click to Return to the Table of Content 12 FOR WORTH. Note: All water or sewer CITY OF FORT WORTH WATER DEPARTMENT STANDARD PRODUCT LIST Updated: 09/06/2019 Sewer - Coat1ngs/4VgU 33-39-60 (01/08/13) t 02/25/02 Epoxy Lining System Sauereisen, Inc l SewerOard 21ORS LA County #210-1.33 12/14/01 Epoxy Lining System Ertech Technical Coatings Ertech 2030 and 2100 Series 04/14/05 Interior Ductile Iron Pipe Coating Induron Protecto 401 ASTM B-117 Ductile Iron Pipe Only 01/31/06 Coatings for Corrosion Protection Chesterton Arc 791, S1HB, Sl, S2 Acid Resistance Test Sewer Applications 8/28/2006 Coatings for Corrosion Protection Warren Environmental S-301 and M-301 Sewer Applications From Original Standard Products List Click to Return to the Table of Content 13 FORT WORTHa Sewer - onfingslPoNiarethaye 1 CITY OF FORT WORTH WATER DEPARTMENT STANDARD PRODUCT LIST Updated: 09/06/2019 From Original Standard Products List Click to Return to the Table of Content 14 FORTWORTH. Note: All water or sewer than 15 inch diameter shall be Sewer - CombiQAtion Air Valves 05/25/18 33-31-70 lAir Release Valve CITY OF FORT WORTH WATER DEPARTMENT STANDARD PRODUCT LIST for use by the ML'ater A.R.I. USA, Inc. on a 13roiect specific basis. D025LTP02(Composite Body) Updated: 09/06/2019 be reo uired for some 2" From Original Standard Products List Click to Return to the Table of Content 15 FORT WORTHO Note: Ali water or sewer i e larger than 15 inch diameter shall be Approval Spec i (Sewer - Pjpes/Concrete • E1-04 Conc. Pipe, Reinforced • E1-04 Conc. Pipe, Reinforced • E1-04 Conc. Pipe, Reinforced • E1-04 Conc. Pipe, Reinforced CITY OF FORT WORTH WATER DEPARTMENT STANDARD PRODUCT LIST for use by the Water Dej2armnent on a pproject specific basis. Special bed Manufacturer Model Wall Concrete Pipe Co. Inc. Hydro Conduit Corporation Class III T&G, SPL Item #77 Hanson Concrete Products enr i.a uoc ,.....,iele #99 Pipe Concrete Pipe & Products Co. Inc. Updated: 09/06/2019 be reauired for some iiDes. ASTM C 76 ASTM C 76 ASTM C 76 ASTM C 76 • From Original Standard Products List Click to Return to the Table of Content 16 CITY OF FORT WORTH FORT WORTH. WATER DEPARTMENT STANDARD PRODUCT LIST updated: 09/06/2019 Note: All water or sewer pipe larger than 15 inch diameter shall be approved for use by the Water Department on a project specific basis. Special bedding may be required for some pipes. Sewer - Pine Ealarament Svstem (Method)33-31-23 (01/18/13). PIM System PIM Corporation Polyethylene PIM Corp., Piscata Way, N.J. Approved Previously McConnell Systems McLat Construction Polyethylene Houston, Texas Approved Previously low TRS Systems Trenchless Replacement System Polyethylene Calgary, Canada Approved Previously . From Original Standard Products List Click to Return to the Table of Content 17 CITY OF FORT WORTH FORT WORTH. WATER DEPARTMENT STANDARD PRODUCT LIST Note: Ali water or sewer pipe larger than i5 inch diameter shall be approved far use by the Water Devar me,-,t on a -uroie« specific basis. Sewer - Noe/Fiberglass Reinforced Pine 33-31-13(1/8/13) 7/21/97 3331 13 Cent. Cast Fiberglass Hobas Pine USA, Inc. Hobas Pine (Non -Pressure) 03/22/10 3331 13 Fiberglass Pipe Ameron Bondstrand RPMP Pipe 10/30/03 Glass -Fiber Reinforced Polymer Pine Thompson Pine Group Flowtite 4/14/05 Polymer Modified Concrete Pine Amitech USA Meyer Palycrete Pipe 06/09/10 El-9 Reinforced Polymer Concrete Pine US Comoosite Pine Reinforced Polymer Concrete Pine Updated: 09/06/2019 be required for some ASTM D3262/D3754 ASTM D3262/D3754 ASTM D3262/D3754 ASTM C33, A276, F477 ASTM C-76 8" to 102", Class V . From Original Standard Products List Click to Return to the Table of Content is FOR NORTH® Note: All water or sewer piEe larger than 15 inch diameter shall be Approval Spec No. Classsification Sewer - Pioes/HDPE 33-31-23(1/8/13) • High -density polyethylene pipe • High -density polyethylene pipe • High -density polyethylene pipe ,High -density polyethylene pipe CITY OF FORT WORTH WATER DEPARTMENT STANDARD PRODUCT LIST for use by the Water Department on a project specific basis. Special bedding 1 Manufacturer Nlodel No. Phillips Driscopipe, Inc. Opticore Ductile Polyethylene Pipe Plexco Inc. Polly Pipe, Inc. CSR Hydro Conduit/Pipeline Systems McConnell Pipe Enlargement Updated: 09/06/2019 be reauired for some nines. ASTM D 1248 8" ASTM D 1248 8" ASTM D 1248 8" ASTM D 1248 • From Original Standard Products List Click to Return to the Table of Content 19 CITY OF FORT WORTH FORT WORTH. WATER DEPARTMENT STANDARD PRODUCT LIST Note: All water or sewer i e larger than 15 inch diameter shall be approved for use by the Water De a anent on a project specific basis. Special b( Approval Spec No. Classsification Manufacturer Model No. Sewer - Pipes/PVC (Pressure Sewer) 33-11-12 j4/1/13). 12/02/11 33-11-12 DR-14 PVC Pressure Pipe Pipelife Jetstream PVC Pressure Pipe 10,22/14 33-11-12 DR-14 PVC Pressure Pipe Royal Building Products Royal Seal PVC Pressure Pipe Updated: 09/06/2019 be required for some AWWA C900 I 4" thru 12" AWWA C900 4" thru 12" . From Original Standard Products List Click to Return to the Table of Content 20 FORTWORTH. Note: All water or sewer CITY OF FORT WORTH WATER DEPARTMENT STANDARD PRODUCT LIST Sewer- fiDes/PVC* 33-31.2jtf7/1/131 • 33-31-20 PVC Sewer Pipe Certain -Teed Products Cote • 33-31-20 PVC Sewer Pipe Napco Manufacturing Corp • 33-31-20 PVC Sewer Pipe J-M Manufacturing Co., Inc. (JM Eagle) 12/23/97• 33-31-20 PVC Sewer Pipe Diamond Plastics Corporation • 33-31-20 PVC Sewer Pipe Lamson Vylon Pipe 33-31-20 PVC Sewer Pipe Royal Building Products 01/18/18 33-31-20 PVC Sewer Pipe Vinyltech PVC Pipe 11/ I1/98 33-31-20 PVC Sewer Pipe Diamond Plastics Corporation • 33-31-20 PVC Sewer Pipe J-M Manufacturing Co, Inc. (JM Eagle) 09/11/12 33-31-20 PVC Sewer Pipe Pipelife Jet Stream 05/06/05 33-31-20 PVC Solid Wall Pipe Diamond Plastics Corporation 04/27/06 33-31-20 PVC Sewer Fittings Harco 33-31-20 PVC Sewer Fittings Plastic Trends, In.c 11/17/99 E100-2 Closed Profile PVC Pipe Diamond Plastics Corporation 3/19/2018 33 31 20 PVC Sewer Pipe Pipelife Jet Stream 3/19/2018 33 31 20 PVC Sewer Pipe Pipelife Jet Stream 3/29/2019 3331 20 Gasketed Fittings (PVC) GPK Products, Inc. 9/6/2019 33 31 20 PVC Sewer Pipe NAPCO 9/6/2019 33 31 20 PVC Sewer Pipe Sanderson Pipe Corp. Updated: 09/06/2019 ASTM D 3034 4" thru 15" ASTM D 3034, D 1784 4" & 8" ASTM D 3034 4" - 15" SDR-26 and SDR-35 ASTM F 789, ASTM D 3034 4" thru 15" ASTM F 789 4" thin 15" Royal Seal Solid Wall Pipe SDR 26 & 35 ASTM 3034 4" thru IS" Gravity Sewer ASTM D3034 4" thin 15" "S" Gravity Sewer Pipe ASTM F 679 18" to 27" ASTM F 679 18" - 27" SDR-26 and SDr-35 ASTM F-679 l8" PS 46 ASTM F-679 18" to 48" SDR-26 and SDR-35 Gasket Fittings ASTM D-3034, D-1784, etc 4" - 15" Gasketed PVC Sewer Main Fittings ASTM D 3034 ASTM 1803/17794 18" to 48" SDR 35 ASTM F679 18"- 24" SDR 26 ASTM D3034 4"- 15" SDR 26 ASTM D3034/17-679 4"- 15" SDR 26, SDR 35 ASTM D3034 4" - 8" SDR 26, SDR 35 ASTM D3034 8" . From Original Standard Products List Click to Return to the Table of Content 21 CITY OF FORT WORTH FORT WORTH. WATER DEPARTMENT STANDARD PRODUCT LIST Note: A11 water or sewer j21pe larger than 15 inch diameter shall be approved for use by the Water De ar<iriertt on a —ro ect s ecific basis. S ec-fai be Model i Sewer - P1Des/Rehab/CIPP 33-31-12 (01/18/131 • Cured in Place Pipe Insituform Texark, Inc 05/03/99 Cured in Place Pipe National Envirotech Group National Liner, (SPL) Item #27 05/29/96 Cured in Place Pipe Reynolds Inc/Inliner Technol#y (Inliner USA) Inliner Technology Updated:09/06/2019 be required for some'vlues. ASTM F 1216 ASTM F-1216/D-5813 ASTM F 1216 From Original Standard Products List Click to Return to the Table of Content 22 FORTWORTH, Note: All water or sewer CITY OF FORT WORTH WATER DEPARTMENT STANDARD PRODUCT LIST Updated: 09/06/2019 Sewer - ftes/Fchab/Fold & Form • Fold and Form Pipe Cullum Pipe Systems, Inc. 11/03/98 Fold and Form Pipe Insituform Technologies, Inc. Insituform "NuPIpe" ASTM F-1504 Fold and Form Pipe American Pipe & Plastics, Inc. Demo. Purpose Only 12/04/00 Fold and Form Pipe Ultraliner Ultraliner PVC Alloy Pipeliner 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 From Original Standard Products List Click to Return to the Table of Content 23 FORTWORTH, Note: All water or sewer Sewer - Piues/Oven Profile Large Diameter 09/26/91 E100-2 PVC Sewer Pipe, Ribbed 09/26/91 EI00-2 PVC Sewer Pipe, Ribbed E100-2 PVC Sewer Pipe, Ribbed 11/10/10 (E100-2) Polypropylene (PP) Sewer Pipe, Double Wall 1 U10/10 (E100-2) Polypropylene (PP) Sewer Pipe, Triple Wall 05/16/11 Steel Reinforced Polyethylene Pipe CITY OF FORT WORTH WATER DEPARTMENT STANDARD PRODUCT LIST Lamson Vylon Pipe Extrusion Technologies, Inc. Uponor ETI Company Advanced Drainage Systems (ADS) Advanced Drainage Systems (ADS) ConTech Construction Products Updated: 09/06/2019 Carlon Vylon H.C. Closed Profile Pipe, ASTM F 679 18" to 48" Ultra -Rib Open Profile Sewer Pipe ASTM F 679 18" to 48" SaniTite HP Double Wall (Corrugated) ASTM F 2736 24"-30" SaniTite HP Triple Wall Pine ASTM F 2764 30" to 60" Durmaxx ASTM F 2562 24" to 72" . From Original Standard Products List Click to Return to the Table of Content 24 FORT WORTH, Note: All water or sewer pipe urger than 15 inch diameter shali be Water - 4iRgrpuanees 33 ,�2-10 (07/01/131 01/18/18 33-12-10 Double Strap Saddle 08/28/02 Double Strap Saddle 07/23/12 33-12-10 Double Strap Service Saddle 10/27/87 Curb Stops -Ball Meter Valves 10/27/87 Curb Stops -Ball Meter Valves 5/25/2018 33-12-10 Curb Stops -Ball Meter Valves 5/25/2018 33-12-10 Curb Stops -Ball Meter Valves 5/25/2018 33-12-10 Curb Stops -Ball Meter Valves 5/25/2018 33-12-10 Curb Stops -Ball Meter Valves 5/25/2018 33-12-10 Curb Stops -Ball Meter Valves 5/25/2018 33-12-10 Curb Stops -Ball Meter Valves 01/26/00 Coated Tapping Saddle with Double SS Straps 0/5/21/12 33-12-25 Tapping Sleeve (Coated Steel) 05/10/11 Tapping Sleeve (Stainless Steel) 02/29/12 33-12-25 Tapping Sleeve (Coated Steel) 02/29/12 33-12-25 Tapping Sleeve (Stainless Steel) 02/29/12 33-12-25 Tapping Sleeve (Stainless Steel) 05/10/11 Joint Repair Clamp Plastic Meter Box w/Composite Lid Plastic Meter Box w/Composite Lid 08/30/06 Plastic Meter Box w/Composite Lid Concrete Meter Box Concrete Meter Box Concrete Meter Box CITY OF FORT WORTH WATER DEPARTMENT STANDARD PRODUCT LIST Updated: 09/06/2019 for use by the Water Department on a proiect specific basis. Special bedding may be required for some pipes. MINNJlllll� K Romac 202NS Nylon Coated AWWA C800 1"-2" SVC, up to 24" Pipe Smith Blair #317 Nylon Coated Double Strap Saddle Mueller Company DR2S Double (SS) Strap DI Saddle AWWA C800 1"-2" SVC, up to 24" Pipe McDonald 6100M,6100MT & 61OMT 3/4" and 1" McDonald 4603B, 4604B, 6100M, 610OTM and 6101 M I %s" and 2" FB600-7NL, FB1600-7-NL, FV23-777-W-NL, Ford Meter Box Co., Inc. L22-77NL AWWA C800 2" FB600-6-NL, FB1600-6-NL, FV23-666-W-NL, Ford Meter Box Co., Inc. L22-66NL AWWA C800 1-1/2" FB6004-NL, FB16004-NL, Bl1-444-WR-NL, Ford Meter Box Co., Inc. B22444-WR-NL, L2"NL AWWA C800 1" B-25000N, B-24277N-3, B-20200N-3, H- AWWA C800, ANSF 61, Mueller Co., Ltd. 15000N, , H-1552N, H142276N ANSUNSF 372 2" B-25000N, B-20200N-3, B-24277N-3,H- AWWA C800, ANSF 61, Mueller Co., Ltd. 15000N, H-14276N, H-_1_5525N ANSI/NSF 372 1-1/2" B-25000N, B-20200N-3,H-15000N, H- AWWA C800, ANSF 61, Mueller Co., Ltd. 1553ON ANSUNSF 372 V JCM Industries, Inc. #406 Double Band SS Saddle 1 %2" Taps on up to 12" JCM Industries, Inc. 412 Tapping Sleeve ESS AWWA C-223 Up to 30" w/12" Out Powerseal 3490AS (Flange) & 3490MJ 4"-8" and 16" Romac FTS 240 AWWA C-223 U p to 42" w/24" Out Romac SST Stainless Steel AWWA C-223 Up to 24" w/12" Out Romac SST III Stainless Steel AWWA C-223 Up to 30" w/12" Out Powerseal 3232 Bell Joint Repair Clamp 4" to 30" DFW Plastics Inc. DFW37C-12-IEPAF FTW DFW Plastics Inc. DFW39C-12-IEPAF FTW DFW Plastics Inc. DFW65C-14-IEPAF FTW Class "A" Bass & Hays CMD37-B 12 It 18 LID-9 Bass & Hays CMB-18-Dual 1416 LID-9 Bass & Hays CMB65-B65 1527 LID-9 • From Original Standard Products List Click to Return to the Table of Content 25 FORT WORTH, '=-tCr- Wits. Nuts. ar.d ( ;i.l,t-i, 13-f 1..1K; (flIA81191 I 1 4 CITY OF FORT WORTH WATER DEPARTMENT STANDARD PRODUCT LIST Updated: 09/06/2019 • From Original Standard Products List Click to Return to the Table of Content 26 FORT WORTH. Note: All water or Sewer Uiue is CITY OF FORT WORTH WATER DEPARTMENT STANDARD PRODUCT LIST Updated: 09/06/2019 Water - Combination Air Release 33-31-70 (01/08/13)11 s B%w • E1-11 Combination Air Release Valve GA Industries, Inc. Empire Air and Vacuum Valve, Model 935 ASTM A 126 Class B, ASTM A 1" & 2" 240 - float, ASTM A 307 - Cover Bolts ' E1-11 Combination Air Release Valve Multiplex Manufacturing Co. Crispin Air and Vacuum Valves, Model No. 1/2", 1" & 2" • E1-11 Combination Air Release Valve Valve and Primer Corp. APCO 9143C, #145C and #147C 1", 2" & 3" ' From Original Standard Products List Click to Return to the Table of Content 27 CITY OF FORT WORTH FORT WORTH. WATER DEPARTMENT STANDARD PRODUCT LIST Updated: 09/06/2019 Note: All water or sewer pipe larger than 15 inch diameter shall be approved for use by the Water Department on a project specinc basis. Special bedding maybe required for some pipes. Water -'Dry Barrel Fire Hvdrants 334240 (01/15/14) 10/01/87 E-1-12 Dry Barrel Fire Hydrant American -Darling Valve Drawing Nos, 90-18608, 94-18560 AWWA C-502 03/31/88 E-1-12 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-19895 AWWA C-502 01/12/93 E-1-12 Dry Barrel Fire Hydrant American AVK Company Model 2700 AWWA C-502 08/24/88 E-1-12 Dry Barrel Fire Hydrant Clow Corporation Drawings D20435, D20436, B20506 AWWA C-502 E-1-12 Dry Barrel Fire Hydrant ITT Kennedy Valve Shop Drawing No. D-80783FW AWWA C-502 09/24/97 E-1-12 Dry Barrel Fire Hydrant M&H Valve Company Shop Drawing No. 13476 AWWA C-502 Shop Drawings No.6461 10/14/87 E-1-12 Dry Barrel Fire Hydrant Mueller Company A423 Centurion AWWA C-502 Shop Drawing FH-12 01/15/88 E1-12 Dry Barrel Fire Hydrant Mueller Company A423 Super Centurion 200 AWWA C-502 10/09/87 E-1-12 Dry Barrel Fire Hydrant U.S. Pipe & Foundry Shop Drawing No.960250 AWWA C-502 09/16/87 E-1-12 Dry Barrel Fire Hydrant Waterous Company Shop Drawing No. SK740803 AWWA C-502 08/12/16 33-12-40 Dry Barrel Fire Hydrant EJ (East Jordan Iron Works) WaterMaster 5CD250 From Original Standard Products List Click to Return to the Table of Content 28 CITY OF FORT WORTH FO RT WO RT H. WATER DEPARTMENT STANDARD PRODUCT LIST Note: All water or sewer pi e larger than 15 inch diameter shall be a roved for use by the Water Department on a project specific basis. Special bed Approvall Spec No. i No. Water - Meters 02/05/93 E101-5 ]Detector Check Meter Ames Company Model 1000 Detector Check Valve 08/05/04 Magnetic Drive Vertical Turbine Hersey Magnetic Drive Vertical Updated: 09/06/2019 be required for some AWWA C550 4" - 10" AWWA C701, Class 1 3/4" - 6" From Original Standard Products List Click to Return to the Table of Content 29 CITY OF FORT WORTH FORT WORTH. WATER DEPARTMENT STANDARD PRODUCT LIST Note: All water or sewer i e larger than 15 inch diameter shall be approved for use by the Water Department on a project specific basis. �Approval SpecNo.tModel )Water - Pines/P*'C frressure Water) 33-31-70 (01/08/131 01/18/18 33-11-12 PVC Pressure Pipe Vinyltech PVC Pipe 1 3/19/2018 33 11 12 PVC Pressure Pipe Pipelife Jet Stream DR14 1 3/19/2018 33 11 12 PVC Pressure Pipe Pipelife Jet Stream DRI8 1 5/25/2018 33 11 12 PVC Pressure Pipe Diamond Plastics Corporation DR 14 5/25/2018 33 11 12 PVC Pressure Pipe Diamond Plastics Corporation Trans 21, DR 14, DR 18 12/6/2018 33 11 12 PVC Pressure Pipe J-M Manifacturing Co., Inc d/b/a JM Eagle DR 14 "Blue Brute" 12/6/2018 33 11 12 PVC Pressure Pipe J-M Manifacturing Co., Inc d/b/a JM Eagle DR 18 "Blue Brute" 9/6/2019 33 11 12 PVC Pressure Pipe Underground Solutions Inc. DR14 Fusible PVC 9/6/2019 33 11 12 PVC Pressure Pipe NAPCO DR18 9/6/2019 33 11 12 PVC Pressure Pipe NAPCO DR14 9/6/2019 33 11 12 PVC Pressure Pipe Sanderson Pipe Corp. DR14 Updated: 09/06/2019 [ding may be re uired for some ULq2s. I Nationalt AWWA C900, AWWA C605, ASTM D1784 4"-12" AWWA C900 4"-12" AWWA C900 16"-24" AWWA C900 4"-12" AWWA C900 16"-24" AW WA C900-16 UL 1285 4"-12" ANSI/NSF 61 FM 1612 AWWA C900-16 UL 1285 16"-24" ANSI/NSF 61 FM 1612 AWWA C900 4" - 8" AWWA C900 16" - 24" AWWA C900 4"- 12" AWWA C900 4"- 12" From Original Standard Products List Click to Return to the Table of Content 30 FORTWORTH, CITY OF FORT WORTH WATER DEPARTMENT STANDARD PRODUCT LIST Updated: 09/06/2019 Note: Al! water or sewer --i—r larger than 15 inch diameter shall be allQroved for use by the Water De artment on a Droiect s ecific basis. 5 ecial bedding may be required for some pipes. Approvall. Classsification Manufacturer ModelNo. lSpec Size . Water - P es/Valves & 1+ittingouctHe_Iron Fittings 33-11-11 f01/08/131 J 07/23/92 EI-07 Ductile Iron Fittings Star Pipe Products, Inc. Mechanical Joint Fittings AWWA C153 & CI10 • E1-07 Ductile Iron Fittings Griffin Pipe Products, Co. Mechanical Joint Fittings AWWA C 110 • E1-07 Ductile Iron Fittings McWane/Tyler Pipe/ Union Utilities Division Mechanical Joint Fittings, SSB Class 350 AWWA C 153, C 110, C III 08/11/98 E1-07 Ductile Iron Fittings Sigma, Co. Mechanical Joint Fittings, SSB Class 351 AWWA C 153, C 110, C 112 02/26/14 E1-07 MJ Fittings Accucast Class 350 C-153 MJ Fittings AWWA C153 4"-12" 05/14/98 E1-07 Ductile Iron Joint Restraints Ford Meter Box Co./Uni-Flange Uni-Flange Series 1400 AWWA CI l l/C153 4" to 36" 05/14/98 E1-24 PVC Joint Restraints Ford Meter Box Co./Uni-Flange Uni-Flange Series 1500 Circle -Lock AWWA Cl1l/C153 4" to 24" 11/09/04 E1-07 Ductile Iron Joint Restraints One Bolt, Inc. One Bolt Restrained Joint Fitting AWWA C111/C116/CI53 4" to 12" 02/29/12 33-11-11 Ductile Iron Pipe Mechanical Joint Restraint EBAA Iron, Inc. Megalug Series 1100 (for DI Pipe) AWWA CI11/C116/C153 4" to 42" 02/29/12 33-11-11 PVC Pipe Mechanical Joint Restraint EBAA Iron, Inc. Megalug Series 2000 (for PVC Pipe) AWWA Cl I I/C116/C153 4" to 24" 08/05/04 E1-07 Mechanical Joint Retainer Glands(PVC) Sigma, Co. Sigma One-Lok SLC4 - SLC10 AW WA Cl l 1/C153 4" to 10" 03/06/19 33-11-11 Mechanical Joint Retainer Glands(PVC) Sigma, Co. Sigma One-Lok SLCS4 - SLCS12 AWWA CI l l/C153 4" to 12" 08/05/04 E1-07 Mechanical Joint Retainer Glands(PVC) Sigma, Co. Sigma One-Lok SLCE AWWA Cl l l/C153 12" to 24" 08/10/98 E1-07 MJ Fittings(DIP) Sigma, Co. Sigma One-Lok SLDE AW WA C153 4" - 24" 10/12/10 E1-24 Interior Restrained Joint System S & B Techncial Products Bulldog System ( Diamond Lok 21 & JM Eagle ASTM F-1624 4" to 12" 08/16/06 E1-07 Mechanical Joint Fittings SIP Industries(Serampore) Mechanical Joint Fittings AWWA C153 4" to 24" 11/07/16 33-11-11 Mechanical Joint Retainer Glands Star Pipe Products, Inc. PVC Stargrip Series 4000 ASTM A536 AWWA CI I I l 1/07/16 33-11-11 Mechanical Joint Retainer Glands Star Pipe Products, Inc. DIP Stargrip Series 3000 ASTM A536 AWWA C111 03/19/18 33-11-11 Mechanical Joint Retainer Glands SIP Industries(Serampore) EZ Grip Joint Restraint (EZD) Black For DIP ASTM A536 AW WA Cl 11 3"-48" 03/19/18 33-11-1 I Mechanical Joint Retainer Glands SIP Industries(Serampore) EZ Grip Joint Restraint (EZD) Red for C900 ASTM A536 AW WA CI l I 4"-12" DR14 PVC Pipe 03/19/18 33-11-11 Mechanical Joint Retainer Glands SIP Industries(Serampore) EZ Grip Joint Restraint (EZD) Red for C900 ASTM A536 AW WA CI I I 16"-24" DRl8 PVC Pipe . From Original Standard Products List Click to Return to the Table of Content 31 11" FORT WORTH® Note: All water or sewer CITY OF FORT WORTH WATER DEPARTMENT STANDARD PRODUCT LIST Updated: 09/06/2019 Watfr - Piaes/Valves & FittinoMpsilient Seated Gate valve* 33-12-20 (05/131151 Resilient Wedged Gate Valve w/no Gears American Flow Control Series 2500 Drawing # 94-20247 16" 12/11/02 Resilient Wedge Gate Valve American Flow Control Series 2530 and Series 2536 AWWA C515 30" and 36" 08/31/99 Resilient Wedge Gate Valve American Flow Control Series 2520 & 2524 (SD 94-20255) AWWA C515 20" and 24" 05/18/99 Resilient Wedge Gate Valve American Flow Control Series 2516 (SD 94-20247) AWWA C515 16" 10/24/00 E1-26 Resilient Wedge Gate Valve I American Flow Control Series 2500 (Ductile Iron) AWWAC515 4" to 12" 08/05/04 Resilient Wedge Gate Valve American Flow Control 42" and 48" AFC 2500 AWWA C515 42" and 48" 05/23/91 E1-26 Resilient Wedge Gate Valve American AVK Company American AVK Resilient Seaded GV AWWA C509 4" to 12" 01/24/02 E1-26 Resilient Wedge Gate Valve American AVK Company 20" and smaller * E1-26 Resilient Seated Gate Valve Kennedy 4" - 12" • E1-26 Resilient Seated Gate Valve M&H 4" - 12" • E1-26 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" (SD 6709) AWWA C515 24" and smaller 05/13/05 Resilient Wedge Gate Valve Mueller Co. Mueller 30" & 36", C-515 AWWA C515 30" and 36" 01/31/06 Resilient Wedge Gate Valve Mueller Co. Mueller 42" & 48", C-515 AWWA C515 42" and 48" 01/28/88 E1-26 Resilient Wedge Gate Valve Clow Valve Co. AWWA C509 4" - 12" 10/04/94 Resilient Wedge Gate Valve Clow Valve Co. 16" RS GV (SD D-20995) AWWA C515 16" 11/08/99 E1-26 Resilient Wedge Gate Valve Clow Valve Co. Clow RW Valve (SD D-21652) AWWA C515 24" and smaller 11/29/04 Resilient Wedge Gate Valve Clow Valve Co. Clow 30" & 36" C-515 AWWA C515 30" and 36" (Note 3) 11/30/12 Resilient Wedge Gate Valve Clow Valve Co. Clow Valve Model 2638 AWWA C515 24" to 48" (Note 3) 05/08/91 EI-26 Resilient Seated Gate Valve Stockham Valves & Fittings AWWA C 509, ANSI 420 - stem, 4" - 12" ASTM A 276 Type 304 - Bolts & 1Q, • EI-26 Resilient Seated Gate Valve U.S. Pipe and Foundry Co. Metroseal 250, requirements SPL #74 3" to 16" 10/26/16 33-12-20 Resilient Seated Gate Valve EJ (East Jordan Iron Works) EJ FlowMaster Gate valve & Boxes 08/24/18 Matco Gate Valve Matco-Norca 225 MR AWWA/ANSI CI15/An21.15 4" to 16" From Original Standard Products List Click to Return to the Table of Content 32 CITY OF FORT WORTH FORT NORTH, WATER DEPARTMENT STANDARD PRODUCT LIST Note: All water or sewer Dioe lareer than 15 inch diameter shall be aDoroved for use by the Water Deoartment on a Droiect specific basis. Special Water - Pijpps/Valves & Fittings/Rubber Seated Butterfly Valve 33-12-21(07/10/141 E1-30 Rubber Seated Butterfly Valve Henry Pratt Co. EI-30 Rubber Seated Butterfly Valve Mueller Co. 1/I1/99 EI-30 Rubber Seated Butterfly Valve Dezurik Valves Co. 06/12/03 EI-30 Valmatic American Butterfly Valve Valmatic Valve and Manufacturing Corp. Valmatic American Butterfly Valve. 04/06/07 E1-30 Rubber Seated Butterfly Valve M&H Valve M&H Style 4500 & 1450 03/19/18 33 1221 Rubber Seated Butterfly Valve G. A. Industries (Golden Anderson) AWWA C504 Butterfly Valve Updated: 09/06/2019 be required for some DiDes. AWWA C-504 24" AWWA C-504 24"and smaller AWWA C-504 24" and larger AWWA C-504 Up to 84" diameter AWWA C-504 24" to 48" AWWA C-504 30"-54" • From Original Standard Products List Click to Return to the Table of Content 33 CITY OF FORT WORTH FORT WORTH. WATER DEPARTMENT STANDARD PRODUCT LIST Note: All water or sewer nine lareer than 15 inch diameter shall be aooroved for use by the Water Department on a oroiect specific Basis. Water - Polyetbvlene Enc" pient 33-11-10 f Ol/08/13) 05/12/05 E1-13 Polyethylene Encasment Flexsol Packaging Fulton Enterprises 05/12/05 E1-13 Polyethylene Encasment Mountain States Plastics (MSP) and AEP Ind. Standard Hardware 05/12/05 E1-13 Polyethylene Encasment AEP Industries Bullstrong by Cowtown Bolt & Gasket 09/06/19 33-11-11 Polyethylene Encasment Northtown Products Inc. PE Encasement fro DIP Updated: 09/06/2019 Be required for some AW W A C 105 8 mil LLD AWWA C105 8 mil LLD Aw OVA C105 9 mil LLD AWWA C105 I 8 mil LLD From Original Standard Products List Click to Return to the Table of Content 34 a CITY OF FORT WORTH WATER DEPARTMENT STANDARD PRODUCT LIST Updated: 09/06/2019 . From Original Standard Products List Click to Return to the Table of Content 35 FORTWORTH., CITY OF FORT WORTH TRANSPORTATION & PUBLIC WORKS DEPARTMENT STORMWATER MANAGEMENT DIVISION STANDARD PRODUCT LIST --tStarrn Sewer - Nl%inholes aseslFram" & CoverVStandard rRonnd) 33-W13Rev LV28f181 Updated: 04/03/2019 9/28/2018 3305 13 Manhole Frames and Covers AccuCast (Govind Steel Company, LTD) MHRC #220605 ASTM A48 AASHTO M306 •'24"Dia 9/28/2018 33 05 13 Manhole Cover Neenah Foundry NF-1274-1'91 ASTM A48 AASHTO M306 32" Dia 9/28/2018 3305 13 Manhole Frames and Covers Neenah Foundry NF-1743-LM (Hinged) ASTM A48 AASHTO M306 32" Dia 9/28/2018 3305 13 Manhole Frame Neenah Foundry NF-1930-30 ASTM A48 AASHTO M306 32.25" Dia 9/28/2018 3305 13 Manhole Frames and Covers Neenah Foundry R-1743-HV ASTM A48 AASHTO M306 32" Dia 4/3/2019 3305 13 Manhole Frames and Covers SIP Industries ++ 2279ST ASTM A48 AASHTO M306 ••24" Dia 4/3/2019 3305 13 Manhole Frames and Covers SIP Industries ++ 2280ST ASTM A48 AASHTO M306 32" Dia **Note: All new development and new installation mahnole lids shall meet the minimum 30-inch opening requirement as specified in City Specification 33 05 13. Any smaller opening sizes will only be allowed for existing manholes that require replacement frames and covers. ++ Portions of this product is not made within the United States From Original Standard Products List Click to Return to the Table of Content From: Williams. Tressa To: Tidwell. Allison Subject: RE: Missing or Mis-numbered Pages for CSC No. 61113 Date: Friday, March 15, 2024 3:25:04 PM Hi Allison! These pages are good to go as they are. The first 2 bullets below are numbered in accordance to the Bidders Packet received at bid opening and not the order of the contract book. So, Section 45-12 page 14 is the #14 "missing" in the first section. Section 45 40 is also correct. There is only 2 pages in this section document and has been mislabeled as far as the page numbering goes. Thank you for asking about these! T� avik �cm! From: Tidwell, Allison <Allison.Tidwell@fortworthtexas.gov> Sent: Thursday, March 14, 2024 12:32 PM To: Williams, Tressa <Tressa.Williams@fortworthtexas.gov> Subject: Missing or Mis-numbered Pages for CSC No. 61113 Tressa, The contract with Circle C Construction Company, Project Number 105062 is either missing pages or the pages are mis-numbered. I have listed them below: • Section 00 42 43 — Pages are numbered 1-14, but page 14 is missing. • Section 00 45 12 —Numbered as 14 pages, but 1-13 are missing. • Section 00 45 40 — Numbered pages 1-3, but there are only 2 pages. 2nd page is correct. • Section 01 71 23.01 — Mis-numbered: 1-23, 24 of 24, 25 of 25, 26 of 26. This is the permanent document. Is it correct how you sent it to us? I don't want to put in on Laserfiche until I hear from you. TRMC, Lead Administrative Assistant City Secretary's Office 200 Texas Street, 3rd Floor Fort Worth, TX 76102 W: 817.392.6152 F: 817.392.6196 Allison.Tidwellnfortworthtexas.gov "City of Fort Worth — Working together to build a strong community. " FORT WORTH.