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Home My WebLink AboutContract 54692FORTWORTH t CONTRACT FOR THE CONSTRUCTION OF Water and Sanitary Seweir Replacement Contract 2019 WSM-A (Lead Services Replacement D-1) City Project No. 102168 Betsy Price Mayor David Cooke City Manager William M Johnson 1 rT p�r�� Director, Transportation and Public Works g $ Christopher Harder, P.E. Director, Water Department Pfl81)A..D.MSiNTAi EERO 86416`� 4'` Prepared for The City ®f Fort Worth Waiter Department 2020 VisiMainer n9ineering, p LL P.O. Box 2382 Keller, T% 76248 817.992.3214 .moo �..°°SEUI° A.seTCUMANI X FORT WORTH. City of Fort Worth Standard Construction Specification Documents Adopted Septcmber 2011 00 00 00 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Page I orb 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 03/09/2020 0021 13 Instructions to Bidders 03/09/2020 nn JneeFPF@j07 /2r� 8 00 32 15 Construction Project Schedule 07/20/2018 0032 15.1 Engineer Project Schedule Baseline 0032 15.2 Engineer Project SchedLde Progress 0032 15.3 Engineer Project Schedule Progress Narrative 0032 15.4 Engineer Project Schedule Submittal 0035 13 Conflict of Interest Statement 02/24/2020 0041 00 Bid Form 03/09/2020 00 42 43 Proposal Form Unit Price 01/20/2012 0043 13 Bid Bond 09/11/2017 0043 37 Vendor Compliance to State Law Nonresident Bidder 06/27/2011 0045 11 Bidders Prequalifications 07/01/2011 0045 12 Prequalification Statement 07/01/2011 0045 13 Bidder Prequalification Application 03/09/2020 00 45 26 Contractor Compliance with Workers' Compensation Law 07/01/2011 00 45 40 Minority Business Enterprise Goal 06/09/2015 nn 45 41Businessn.c )40- c 00 52 43 Agreement 09/06/2019 0061 13 Performance Bond 07/01/2011 0061 14 Payment Bond 07/01/2011 0061 19 Maintenance Bond 07/01/2011 0061 25 Certificate of Insurance 07/01/2011 00 72 00 General Conditions 03/09/2020 00 73 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 01 31 20 Project Meetings 07/01/2011 01 32 16 Construction Progress Schedule 07/01/2011 01 3233 P reconstruct ion Video 07/01/2011 01 3300 Submittals 12/20/2012 01 35 13 Special Project Procedures 12/20/2012 01 4523 Testing and Inspection Services 03/09/2020 01 5000 Temporary Facilities and Controls 07/01/2011 01 5526 Street Use Permit and Modifications to Traffic Control 07/01/2011 01 57 13 Storm Water Pollution Prevention Plan 07/01/2011 01 58 13 Temporary Project Si na e 07/01/2011 CITY OF FORT WORTH W& SS Rep] Contract 2019 WSM-A (Lead Svcs D-1) STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CPN 102168 Revised March 9. 2020 00 00 00 STANDARD CONSTRUCTION SPECIFWATION DOCUMENTS Page 2 of 6 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 71 23 Construction Staking and Survey 02/14/2018 01 74 23 Cleanin 07/01/2011 01 77 19 Closeout Requirements 07/01/2011 01 7823 Operation and Maintenance Data 12/20/2012 01 78 39 Project Record Documents 07/01/2011 Technical Specifications which have been modified by the Engineer specifically for this Project; hard copies are included in the Project's Contract Documents Utility Construction Policy - 2019 Date Division 02 - Existing Conditions Modified 0241 14 1 Utility Removal/Abandonment Division 03 - Concrete Division 26 - Electrical Division 31 - Earthwork Division 32 - Exterior Improvements 3292 13 1 Hydro -Mulching, Seeding, and Sodding Division 33 - Utilities 33 12 10 1 Water Services 1-inch to 2-inch Division 34 - Transuortation 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/con tractors/ or https://apps.fortwortbtexas.gov/Pro iectResources/ Division 02 - Existing Conditions Last Revised 0 443 coteetiye rife P,,melitio 122.2 0241 14 Utility Removal/Abandonment 12/20/2012 0241 15 Paving Removal 02/02/2016 Division 03 - Concrete 03 30 00 Cast -In -Place Concrete 12/20/2012 0334 13 Controlled Low Strength Material (CLSM) 12/20/2012 03 34 16 Concrete Base Material for Trench Repair 12/20/2012 03 8000 Modifications to Existing Concrete Structures 12/20/2012 CITY OF PORT WORTI I W&SS Rcpl Conti act 2019 WSM-A (Lead Svcs D-1) STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CPN 102168 Revised March 9, 2020 000000 STANDARD CONS'1'RUCTION SPECIFICATION DOCUMENTS Page 3 of 6 Division 26 - Electrical 2605 00 c.,,,..men ix eAm oeSHIts foF Hleeirie,l 11/22/2013 264� 12/20/2012 2rz-v-n 3 12/20/2012 76 05 43Raeoways07/01/2011 26-05--'�o r,,,,,,tnun.,.afiens Multi roue C-on u4 02/26/2016 Division 31 - Earthwork 34--'row 12/20/2012 3123 16 Unclassified Excavation 01/28/2013 31 2323 Borrow 01/28/2013 44— o 41�� 01/28/2013 31 2500 Erosion and Sediment Control 12/20/2012 3'— � 6abieffs 12/20/2012 21� ,-37-GO 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 3201 29 Concrete Paving Repair 1.2/20/2012 32 11 23 Flexible Base Courses 12/20/2012 32 11 29 Lime Treated Base Courses 12/20/2012 32 11 33 Cement Treated Base Courses 12/20/2012 32 11 37 Liquid Treated Soil Stabilizer 08/21/2015 32 12 16 Asphalt Paving 12/20/2012 32 1273 Asphalt Paving Crack Sealants 12/20/2012 3-4-� �1�n�zt„zo,�ni� 32 1320 Concrete Sidewalks, Driveways and Barrier Free Rams 06/05/2018 32;-3-?3 12/20/2012 3`'24A -1-0 Brick Unit PRA,mg 12/20/2012 32 16 13 Concrete Curb and Gutters and Valley Gutters J 0/05/2016 32 1723 Pavement Markings 11/22/2013 32 1725 Curb Address Painting 11 /04/2013 3231 13 Chain Fences and Gates 12/20/2012 32 3 l 26 Wire Fences and Gates 12/20/2012 32 31 29 Wood Fences and Gates 12/20/2012 32 32 13 Cast -in -Place Concrete Retaining Walls 06/05/2018 3291 19 Topsoil Placement and Finishing of Parkways 12/20/2012 3292 13 Hydro -Mulching, Seeding, and Sodding 12/20/2012 32 93 43 Trees and Shrubs 12/20/2012 Division 33 - Utilities 33 01 30 Sewer and Manhole Testing 12/20/201.2 33 01 31 Closed Circuit Television {CCTV} Inspection 03/03/2016 33 03 10 Bypass Pumping of Existing Sewer Systems 12/20/2012 33m 04r,i -vn �. jeii4 BaHdilig and Eleeti4eal isolation 12/20/2012 �.AM r,,,,,r,• I To44 cSU-44 RS; 12/20/2012 33 04 42 Magnesium A nedo Gathodie Noteetion System 12/20/2012 CITY OF FORT WORTH W&SS Repl Contract2019 WSM-A (Lead Svcs D-1) STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CPN 102168 Revised March 9, 2020 00 00 00 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Page 4 of 6 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 Sewer Mains 12/20/2012 3305 10 Utility Trench Excavation, Embedment, and Backfill 12/12/2016 3305 12 Water Line Lowering 12/20/2012 33 05 13 Frame, Cover and Grade Rings —Cast Iron 01/22/2016 33 05 13.10 Frame, Cover and Grade Rings Composite 01/22/2016 3305 14 Adjusting Manholes, Inlets, Valve Boxes, and Other Structures to Grade 12/20/2012 zoo r,,.,, Fet 12/20/2012 3305 17 Concrete Collars 12/20/2012 33 0520 Auger Boris 12/20/2012 33--04-24 Tunnel Liner Plate I2/20/2012 33 05 22 Steel Casing Pie 12/20/2012 ' 12/20/2012 33 0524 Installation of Carrier Pipe in Casing or Tunnel Liner Plate 06/19/2013 33 0526 Utility Markers/Locators 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 Pie 12/20/2012 33 11 11 Ductile Iron Fittings 12/20/2012 33 11 12 Polyvinyl Chloride (PVC) Pressure Pie 1 1/16/2018 32.» �"- 4-3 12/20/2012 - 2�-^r Bafied Steel 12/20/2012 33 12 10 Water Services 1-inch to 2-inch 02/14/2017 334244 12/20/2012 33 1220 Resilient Seated Gate Valve 12/20/2012 33 4z24 12/20/2012 33 1225 Connection to Existing Water Mains 02/06/2013 �3�ioA.,12/20/2012 33 1240 Fire Hydrants 01/03/2014 -3— 12/20/2012 -3 1 `1 tin Standard Blow aff Valve,45seffV* 06/19/2013 33 31 12 Cured in Place Pipe CIPP 12/20/2012 33 3i 12/20/2012 394-1 -1-5 144,1. P-4, Polyethylene (HDPF) Pipe for- Sanitary Sewef 12/20/2012 33 31 20 Polyvinyl Chloride (PVC) Gravi Sanitary Sewer Pie 06/19/2013 33 3i-'r Ch! -:ao ruNrCx GIOSOd n..OfHO r:fflVity SaR fafy SeWe 12/20/2012 3-3-3 i 22 Sanitary Sewer Slip Lining 12/20/2012 33--3 ;23 12/20/2012 3331 50 Sanitary Sewer Service Connections and Service Line 04/26/2013 33-34-70 12/20/2012 33 39 10 Cast -in -Place Concrete Manholes 12/20/2012 33 3920 Precast Concrete Manholes 12/20/2012 30 12/20/2012 33-4949 12/20/2012 33 39 60 rEpoxy Liners for Sanitary Sewer Structures 12/20/2012 CITY OF FORT WORTH W&SS Rcpl Contract 2019 WSM-A (Lead Svcs D-1) STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CPN 102168 Rcviscd March 9, 2020 00 00 00 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Page 5 of 6 ' z4- 4-4-0 07/01 /2011 7z "- �1" 12/20/2012 33-4-' 12 11 /13/2015 z 2Q 12/20/2012 zT 07/01/2011 37-� �'"^"Trarrc�t-r-vl-ui-c-rS 07/01 /201 1 3349 10 Cast -in -Place Manholes and Junction Boxes 12/20/2012 z z0 12/20/2012 07/01/2011 Division 34 - Transnortation g"�� -moo 10/12/2015 u ^�T; A Control'^rrc--cciviiict 12/18/2015 z" "� 'z 02/2012 3 4 ' n 03 Attaekinent C Sof4wafe SpeeWw,4iGn 01 /2012 T" "-�- 11 11/22/2013 z "4-4'-' 3 12/20/2012 z "�-44 44 11/22/2013 3 "�-44 11/22/2013 3-'-_� 41-20 12/20/2012 34-44-10-. 06/15/2015 z" "�� 06/15/2015 z n n�02), 06/15/2015 a"�4 4440 Altifiiintiiii Signs 11/12/2013 z "�0 02/26/2016 3471 13 Traffic Control 11/22/2013 Appendix GC-4.02 Subsurface and Physical Conditions GC-6.06.D Minority and Women Owned Business Enterprise Compliance GC-6.07 Wage Rates GC-6.09 Permits and Utilities GR-01 60 00 Product Requirements END OF SECTION CITY OF FORT WORTH W&SS Rep] Contract 2019 WSM-A (bead Svcs D-l) STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CPN 102168 Revised March 9. 2020 0005 10- 1 MAYOR AND COUNCIL COMMUNICATION (M&(-) Page I of I 1 SECTION 00 05 10 2 MAYOR AND COUNCIL COMMUNICATION (M&C) 3 4 5 6 7 8 9 I0 11 12 13 14 15 16 17 18 19 20 21 22 END OF SECTION CITY OF PORT WORTH W&SS Repl Conlract 2019, WSM-A (Lead Svcs D-1) STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CPN 102168 Revised July 1, 2011 10/26/2020 M&C Review CITY COUNCIL AGENDA Official site of the Cite -f -1 - -k 1-"" Fop WORTI I '11y- DATE: 9/22/2020 REFERENCE NO.: **M&C 20- LOG NAME: 602019WSMA-GRATEX 0708 CODE: C TYPE: CONSENT PUBLIC HEARING: NO SUBJECT. (CD 6 and CD 9) Authorize Execution of a Contract with Gra-Tex Utilities, Inc., in the Amount of $4,781,325.85, for the 2019 Water Line and Sanitary Sewer Replacement -A Project, and Adopt Appropriation Ordinance RECOMMENDATION: It is recommended that the City Council: 1. Authorize the execution of a contract with Gra-Tex Utilities, Inc., in the amount of $4,781,325.85, for the 2019 Water Line & Sanitary Sewer Replacement -A project; and 2. Adopt the attached Appropriation Ordinance increasing receipts and appropriations in the Water & Sewer Capital Projects fund in the amount of $5,520,240.00 for the 2019 Water Line and Sanitary Sewer Replacement -A project (City Project No. 102168) transferred from available funds within the Water & Sewer fund. DISCUSSION: This Mayor and Council Communication is to authorize a construction contract for the replacement of deteriorated water and/or sanitary sewer mains as indicated on the following streets, alley and easements: Street From Merida Avenue West Cantey Street Lubbock Avenue West Cantey Street McPherson Lubbock Avenue Avenue To McPherson Avenue McPherson Avenue cope of fork Sandage Avenue Water /Sewer West Bowie Merida Avenue Sandage Avenue Water Street West Cantey Wabash Avenue Street Park Hill Drive Water Benbrook (Water Rogers Avenue W. Biddison Street Boulevard Lamesa Place Chedlea Avenue Alley between West Cantey Street and Princeton Street Rogers Avenue Kingswood Drive Greene Avenue Alley between West Cantey Merida Avenue Street Benbrook Water/Sewer Boulevard Wallingford Drive [Water/Sewer Parmer Avenu McPherson Avenue apps.cfwnet.org/council_packet/mc_review.asp? I D=28277&cou nciIdate=9/22/2020 1 /3 10/26/2020 M&C Review and Sandage Avenue Alley North of Biddison Street Biddison Street/Bluebonnet Circle Intersection 46 feet north, then northeasterly 120 Sewer Biddison Biddison Street Street/Bluebonnet 180 feet east Sewer Circle Intersection Bluebonnet W. Biddison South University Circle Street/Bluebonnet Drive/Bluebonnet Sewer Circle Intersection Circle Intersection South University F_ South University Drive/Bluebonnet 190 feet north Sewer Drive Circle Intersection In conjunction with replacement of the water mains, all connecting lead service lines will be removed and replaced. There are a total of 64 identified lead service lines that will be replaced as part of this contract. The project was advertised for bids on July 2 and July 9, 2020 in the Fort Worth Star -Telegram. On August 6, 2020, the following bids were received: Bidder (Amount (Time of Completion Gra-Tex Utilities, Inc y Contractors, Inc. Jackson Construction, Ltd $4,781,325.85 $5,259,057.15 $6,554,777.00 Calendar Days In addition to the contract amount, $595,473.00 (Water: $299,586.00; Sewer: $295,887.00) is required for project management, material testing and inspection, and $143,441.15 (Water: $72,108.70; Sewer: $71,332.45) is provided for project contingencies. The sanitary sewer component of this project is part of the Water Department's Sanitary Sewer Overflow Initiative Program. This project will have no impact on the Water Department's operating budget when completed. Appropriations for the 2019 Water Line & Sanitary Sewer Replacement (WSM-A) project are as depicted below: Fund -'Existing Additional project Total* Appropriations Appropriations Water & Sewer r Capital Projects $294,941.00 $5,520,240.00 $5,815,181.00 Fund 56002 Project Total $294,941.00 F $5,520,240.00 $5,815,181.00 *Numbers rounded for presentation purposes. Office of Business Diversity: Gra-Tex Utilities, Inc., is in compliance with the City's BDE Ordinance by committing to nine percent MBE participation. The City's MBE goal on this project is seven percent. The project is located in COUNCIL DISTRICTS 6 and 9. FISCAL INFORMATION/CERTIFICATION: The Director of Finance certifies that funds are currently available in the Water & Sewer fund and upon approval of the above recommendations and adoption of the attached appropriation ordinance, funds will be available in the current capital budget, as appropriated, in the W & S Capital Projects fund for the WSM-A project. Prior to any expenditure being incurred, the Water Department has the responsibility to validate the availability of funds. apps.cfwnet.org/council_packet/mc_review.asp?ID=28277&councildate=9/22/2020 2/3 10/26/2020 M&C Review TO Fund Department Account Project Program Activity Budget Reference # Amount ID ID Year (Chartfield 2) Submitted for City Manager's Office by_ Originating Department Head: Additional Information Contact: ATTACHMENTS 602019WSMA-GRATEX 56002 A020(r2).docx M & C Map - 602019WSMA-GRATEX.pdf M & C Map - 602019WSMA-GRATEX2.pdf M & C Map - 602019WSMA-GRATEX3.pdf M & C Map - 602019WSMA-GRATEX4.pdf Dana Burghdoff (8018) Chris Harder (5020) Suby Varughese (7803) apps.cfwnet.org/council_packet/mc_review.asp? I D=28277&cou nciIdate=9/22/2020 3/3 8IM2n2a B2Gnow CITY OF FORT WORTH CONTRACT COMPLIANCE MEMORANDUM THIS FORM MUST BE ATTACHED TO THE ROUTING "ICI & C" BEFORE LAW DEPARTMENT AND CITY MANAGER APPROVAL To: Department Project Manager From: Office of Business Diversity Date: August 11, 2020 In the Amount of: $4,781,325.85 102168 DOE/Project No. Project/Bid: Water and Sewer Replacement Contract 2019, WSM A 1. Compliance with the City's Business Diversity Enterprise (BDE) Ordinance has been achieved by the following method: Gra-Tex Utilites Inc. is in compliance with the City's BDE Ordinance by committing to 9% MBE participation on this project. The City's MBE goal on this project is 7%. https:llfortworih.diversitycompliance.comlFrontPage/iDiversityMain.asp?X[D=267 III CITY OF FORT WORTH WATER DEPARTMENT rE r Services D-1) ProjectCity No. 102168 ADDENDUM Unit 1--- Water Unit 2 — Sanitary Sewer Addendum No 1 issued: July 30, 2020 Bid Receipt Date. August 6, 2020 This Addendum forms part of the Specifications and Contract Documents and modifies the original Specifications and Contract Documents. Bidders 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 Specifications and Contract Documents for City Project No. 102168 are hereby revised by this Addendum No. 'I as follows; 1. Specifications Section 00 41 00 -- Did Form — attached herein and to be REPLACED in its entirety. 2. Specifications Section 00 42 43 — Proposal Form — attached herein and to be REPLACED in its entirety. 3. Specifications Section 00 52 43 -- Agreement — attached herein and to be REPLACED in its entirety. 4. Construction Plan Set Cover attached herein and to be REPLACED in its entirety. 5. Construction Plan Set sheet 14 attached herein and to be REPLACED in its entirety. 6. Construction Plan Set sheets 37, 38, 30 and 40 are attached herein and have been ADDED to the contract 7. Core Report for Chedlea attached herein and has been ADDED to the contract 8. Detail for Permanent. Trench Repair — attached herein and ADDED to the contract. Clarifications: 1. Contract days have been extended per this addendum from 420 days to 630 days 2. All sheets labeled "Mill and Overlay" shall be full width mill. This Addendum No. 1 forms part of the Specifications and Contract Documents for the above referenced project and modifies the original Project Manual & Contract documents of same. Acknowledge your receipt of Addendum No. 1 by completing the requested information at the following locations: (1) in the space provided in Section 00 41 00, Bid Form, Page 3 of 3, and (2) indicate in upper case letters on the outside of your sealed bid envelope A-1 Addendum No. 1 Contract 2019 WSM-A (Lead Svcs D-1) CPN 102168 "RECr`1VED AND ACKNOWLEDGED ADDENOUM NO. I" 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 NoA below could cause the subject bidder to be considered "NONRESPONSIVE", resulting in disqualification. Addendum No. 1 Christopher Harder, P.E. RECEIPT ACKNOWLEDGED; Director, Water Dep rtrn nt i f 1 , By: By: 7-o- rt Tony Sholola, P.E- Co.mpany:��(�j'jC1�? 'r ) ,V4C • Assistant Director, Water Department A-1 Addendum No. I Conxr-ict 2019 `01SM-A H-e-ad Svcs D-1) CPN 102168 0041 00 BID FORM Page i of 3 ADDENDUM No. 1 SECTION 00 41 00 BID FORM TO: The Purchasing Manager c/o: The Purchasing Division 200 Texas Street City of Fort Worth, Texas 76102 FOR: Water and Sanitary Sewer Replacement Contract 2019, WSM-A (Lead Svcs D-1) City Project No.: CPN 102168 Units/Sections: Unit 1 - Water Replacements Unit 2 - Sanitary Sewer Replacements 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 W_SS Repl Contract 2019 WSM-A (read Svcs 0-1) Form Revised March 9, 2020 CPN 102168 0041 00 BID FORM Page 2 of 3 ADDENDUM No. 1 d. "coercive practice" means harming or threatening to harm, directly or indirectly, persons or their property to influence their particfpation 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 Distribution, Urban and Renewal, 8-inch diameter and smaller b. Sewer Collection System, Urban.and Renewal, 24-inch diameter and smaller c. Sewer CIPP, all sizes d. Asphalt Paving Construction/Reconstruction (LESS THAN 15,000 square yards) e. Manhole Liner (Chesterton or Warren Environmental) 4. Time of Completion 4.1. The Work will be complete for Final Acceptance within 630 days 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 Affida*it-Statement, Section 00 35 13 *If necessary, CIO or CIS forms are to be provided directly to City Secretary h. Any additional documents that may be required by Section 12 of the Instructions to Bidders 6. Total Bid Amount 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 CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS W_SS Repl Contract 2019 WSM-A (Lead Svcs 0-1) Form Revised March 9, 2020 CPN 102168 00 41 00 BID FORM Page 3 of 3 ADDENDUM No 1 publicly by the City at the bid opening. 6-2. It is understood and agreed by the Bidder in signing this proposal that the total bid amount entered below is subject to verification and/or modification by multiplying the unit bid prices for each pay item by the respective estimated quantities shown in this proposal and then totaling all of the extended amounts. Total Bid 7. Bid Submittal This Bid is submitted on Respectfully submitted, By: (Signature) r-r.1_t0- N_1-nC- 1112rr' (Printed Name) Title: Title Here Company: &qqi flyr, Nr'�T» li�tl Address: AIldre a i II`e Acrd s4 J-k pr.- or r,'Iro Ci4y, :5tdte71p.L;gli#4qrz State of Incorporation: -Mle Nero:' Email: Ycrl II LIn�.111 AddrE:sL HEru Phone: Your F'fsnnaNumbuTlivrp END OF SECTION $252, 000.00 by the entity named below. Receipt is acknowledged of the following Addenda: Initial Addendum No. 1: Addendum No. 2: Addendum No- 3: Addendum No- 4: Corporate Seal: CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS W SS Root Contract 2019 WSM-A (Lead Svcs D-1) Form Revised March 9, 2020 CPN 102168 004) 1, BID PROPOSAL I'agc r of 5 SECTION 00 42 43 PROPOSAL FORM W&SS Repl Contract 2019, WSM-A (Lead Services D-1) CPN 102168 UNIT PRICE BID Bidder's Application Addendum No. I Pro-jecl Ncm Information Bidder's Propusal Ridlist Item Spmilicalion Unit of Rid I]cscnpteon Unil Pace Bid Value"Z.Section No. I Measure Quantity 1 13311.0441 12" PVC Water Pipe 2 3311.0261 8" PVC Water Pipe 3 3311.0251 8" DIP Water 4 33111.0161 6 PVC Wafer Pipe 5 3312.3005 12'. Gate .Valve ........ _._ 6 3312.3003 8" Gate Valve 7 3312.3002 6" Gate Valve 8 3312.0001 Fire Hydrant 9 3312.2201 2" Water Service, Meter Reconnection 10 3312.2203 2" Water Service 11 3312.2003 1' Water Service 12 3312.2004 1" Private Water Service 13 3312.2001 1" Water Service, Meter Reconnection ...... ....._._ ..__ --_ .... . 14 0241.1118 4"-12" Pressure Plug 15 3305.0005 12" Waterline Lowering ............ ..... .__ __--..._..-...... ....,..,.... 16 3305.0003 8" Waterline Lowering 17 3311.0001 Quc#jle Iron Water Fittings wI Restraint 18 0241.1001 Water Line Grouting ..... . .......... - - ...... -, 19 3304.0101 Temporary Water Services 20 3305.0112 Concrete Collar _- _.__ - .... - 21 3305.0103 Exploratory Excavation of Existing Utilities 22 19999.0001 Connect to Exist FDC 23 9999.0002 Connect to Exist Double Detector Check 24 3312,0117 Connection to Existing 4"A2" Water Main 25 3305.0109 Trench Safety 26 D241.1510 Remove & Salvage Fire Hydrant 27 0241.1301 Remove 4" Water Valve 28 0241.1302 Remove & Salvage 6" Water Valve 29 0241.1363 Remove &Salvage 8" Water Valve 30 0241.1511 Salvage 3/4" Water Meter .....__._ _ 31 6241.1512 Salvage 1" Water Meter 32 0241.1513 Salvage 1 112" Water Meter ............ ............... - _ ._....... .... ..... 33 3305.0202 Imported Embedment/Backfill, CSS 34 3305.0203 Imported Embedment/Backfill, CLSM 35 3292.0 - Block Sod Placoment -- - _. ... ......-.-_._-.---._.-__.-.-,.-_- ............... 36 3291.0100 Topsoil ...... ....................... _......_._. _ _._... 37 0241.0100 Remove Sidewalk ................... ..............._.._----_ 38 0241.1300 Remove Conc Curb&Gutter ........ _._ __. -- _, ...... 39 3216.0101 6" Conc Curb and Gutter 40 0241.0401 Remove Concrete Drive 41 3213.0401 6" Concrete Driveway 42 3216.0301 7" Conc Valley Gutter, Residential 43 0241.0300 RemoveADARamp CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Farm Revised 20120120 3311 10, 3311 12 LF -3 11 12 IF 3311 10 T- T LF 33 11 12 LF 33 1220 EA 33 1220 EA 33 1220 EA 334240 EA 3312 10 EA T 3312 10 EA 3312 10 EA 3312 10 _ LF 33 12 10 EA _ ..-. _ 0241 14 EA 33 05 12 EA __ 33 05 12 EA 33 11 11 TON 0241 14 CY .......... 33 04 30 LS 3305 17 EA 33 05 30_ FA 99 99 99 EA 99 99 99 EA 33 1225 EA 33 05 10 LF_ 02 41 14 EA 0241 14 EA 0241 14 - EA.._.... -__ EA 02 41 14 EA 0241 14 EA_ 0241 14 EA _...._............,..,.._ ......................__ - 33 05 10 CY 33 05 10 CY 32 9213.,..m. __ SY 32 91 19 CY 0241 13 SF 32 16 13 LF ......................................... 321613 LF 0241 13 SF 32 1320 m _ SF 32 1613 SY 0241 13 EA M.. 6 100 1 6 5 154 12 1,177 .. ........ 51 1,235 __-._-._.. _..-..__ _...-.d. ...,. 1,972 2,333 6,261 105 W_SS Repl Contract 2019 WSM-A (Lead Svcs D-1) CPN 102168 00,12 d3 LID PROPOSAL Page 2 .1 3 SECTION 00 42 43 PROPOSAL FORM W&SS Repl Contract 2019, WSM-A (Lead Services D-1) CPN 102168 UNIT PRICE BID Bidder's Application Addendum No. I Project Item Infonnatiou Bidder's Proposal Bidlist Item Description Specificalion Unit of Bid NO. Swim No. Mcastue Quantity Unit Price Rid Value 44 32110505 Type R-1 ADA Ramp 32 1320 FA 1 45 9999.0003 ADA Ramp 99 9099 EA 11 46 3213.D301 4 Conc Sidewalk 32 1320 SF 1,882 47 0241.15fl6 2 Surface Milling 02 41 15 Sy 6,565 48 0241.1600 Butt Milling 02 41 15 LF 81 __- 49 3212.0302 2" Asphalt Pvmt Type D 32 1216 Sy 12,837 50 3305.0111 Valve Box Adjustment 3305 14 EA 14 51 3305.0108 Miscellaneous Adjustments - Water Meter Box 3305 14 EA 9 52 3305.0110 Miscellaneous Adjustments Sprinklers 33 05 14 LS 1 $13,500,00 $13,500.00 53 3305,0107 Manhole Adjustment, Minor wl Collar 33 05 14 EA 3 54 3217.5001 Curb Address Painting 32 1725 EA 28 55 0241.1700 F Pavement Pulverization 02 41 15 SY 6,122 56 3211.0600 Cement Modification, 26 Ibslsy 32 11 33 TN 80 _. 57 3123.0101 Unclassified Excavation - 31 2316 CY 25 58 _ a. _ _ 3201-0112 5' Wlde Asphalt Pvmt Repair, Residential 3201 17 LF 4,230 .......59 3201.0201 Asphalt Pvmt Repair Beyond Defined Width, _ 3201 17 Sy 742 - 3201.0400 Temporary Paving Repair (2" HMAC on 6" Flex _.......,... 60 Base) 32 01 18 LF 3,931 61 3232,0100 CanC Ret Walf with Sidewalk, Face 32 32 13 SF 40 62 3214.0200 Brick Pvmt Repair 32 1416 _ Sy 5 63 0241.1800 Remove Speed Cushion _a ._. 0241 15 SY 30 64 __.._ 3217.0305 Pavement Markings, Stop Bar 32 17 23 _- LF 63 65 9999.0004 Curb Address, Ceramic Tile 99 99 99 EA 5 66 _ _ 0171.0001 Construction Stakin _ - - .— —__ . .. 01 71 23 LS 1 67 R 9999.0005 Red -Line As -Built Survey 01 71 23 LS 1 68 . 34710001 Traffic CE ontrol - . ____ ___...__ 34 71 13 .,._.__. MO _,..,....._ 9 69 3471.0003 Traffic Control Details 3471 13 LS 1 70 3125.0101 SWPPP 2 1 acre 31 2500 LS 1 71 9999.0006 Water Allowance 1999999 LS 1 $1501}00.00 $150, 000.00 Total Water Improvements 1 $163,500.00 CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS W_SS Rapt Contract 2010 WSM-A (Lead Svcs D-1) Form Revised 20120120 CPN 102168 00 -12 -n BID PROPOSAL Ng ;ors SECTION 00 42 43 PROPOSALFORM W&SS Repl Contract 2019, WSM-A (Lead Services D-1) CPN 102168 UNIT PRICE BID Bidder's Application Addeudnui No. I Project Item Information Bidder's Proposal 3idlisl Item Specification U.it of Bid Description- Unit Rice Bid Value No. Section No t�4easure Quantity 3331.4225 18" PVC Sewer Pipe, SDR 26, w/ Acceptable 3331 13, LF 670 1 Backfill 33 31 20, 2 3331.4201 10" PVC Sewer Pipe, SDR 26, w/ Acceptable 3311 10, 3331 12, LF 20 Backfill 3331 20 - - - _ ............ ... .— ..... 33 11 10, 3 3331.4115 8" PVC Sewer Pipe, SDR-26, wlAcceptable Backfill 3331 12, LF 1,457 33 31 20 4 3331.4119 8" DIP Sewer Pipe wl Protecto 401 Coating 33 11 10 LF 341 ._,., .. . _ _____._.._._ ...... .,..,..,..,...,.. 3331 A119 8" DIP Sewer Pipe w/ Protecto 401 CoatinglCSS 5 3311 10 LF 606 Backfill 6 3331.2101 6" CIPP 3331 12 LF 161 -- - - 7 .. ....... 3305.1003 20" Casing By Open Cut _ -. _.._.__..... 33 05 22 LF 50 _ 8 _.._ 3305.1103 20" Casing By Other Than Open Cut 33 05 22 LF _ 345 ------ -_ 9 . ...... .. . .... .... . _ .. _.. r. - - 3339 1001 4' Manhole 33 39 11), .._...... EA . 22 10 3339.1003 4' Extra Depth Manhole 33 39 10, VF 62 11 3339.1101 5' Manhole 333911, EA 1 - 12 .,.,., - --- ................ 3339.1004 4' Shallow Manhole 3339 10, EA 2 13 3339,0001 Epoxy Manhole Liner - Warren Environmental or 33 39 60 VF 89 Chesterton 14 3331.3101 4" Sewer Service 3331 50 EA 38 15 3331.1201 Service Reinstatement, CIPP w/service line & two- 33 31 23 EA 7 way cleanoul .. ..... .,.,.,.,. _.._. _ 16 3305.0112 Concrete Collar 33 05 17 _ EA 25 17 3301.0101 Manhole Vacuum Testing 3301 30 EA 25 18 _._. _ ... _ .... _....... ......... __--- 3341.0103 18" RCP, Class III 3341 10 LF 20 19 0241.2101 4" Sewer Abandonment Plug 02 41 14 EA 2 20 0241.2102 6" Sewer Abandonment Plug 0241 14 EA 4 21 0241.2104 10 Sewer Abandonment Plug 0241 14 EA 2 22 3331.0102 6" Sewer Pipe, Point Repair 33 31 22, LF 10 23 00 0241.21 Sanitary Line Grouting 02 41 14 CY 16 24 3301.0001 Pre CCTV lnspection 33 01 31 LF 1,718 25 3301 0002 Post -CCTV Inspection _. 3301 31 _.....-..,..,........,..,.:.....,.,..,., LF . .., 3,187 26 _ ---..,...,.,.,................... ...._.............. ..._.....____ 3305.0109 Trench Safety 33 05 10 LF ---- 2,684 ........ 27 ....._.. ........- _....... _.--.__.- . 0241.2201 Remove 4' Sewer Manhole - --- 0241 14 EA 6 28 0241.3013 Remove 18" Storm Line 0241 14 LF ................ 20 ... .- _..- - - _._ _ _�. _-. 29 _—...-... 3292.0100 Block Sod Placement _ _ ........ 32 92 13 SY 1,887 30 3291.Oi00 Topsoil 32 91 19 CY 42 31 0241.n300 Remove ADA Ramp 02 41 13 EA 8 __. _. 32 _.._.,..., ......,.,.,,_,.,_.., _. ...... _. _.. __ ___..__._,.-.-.,.,.,,.., 3213.0505 Type M-3 ADA Ramp 32 1320 EA 2 CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS W_SS Rep1 contract 2019 WSM-A (Lead Svcs D-1) Form Revised 20120120 CPN 102168 09 -12 43 BIB P2OPOSAI, Pabc { af5 SECTION 00 42 43 PROPOSAL FORM W&SS Repl Contract 2019, WSM-A (Lead Services D-1) CPN 102168 UNIT PRIG BID Bidder's Application Addendum No, I Prgleet teem Information Bidder's Proposal Ridlist Item Na.Section llcscription Speciticaliou lJnit of Bid Unit Price Bid Value No Mcasurc Quantity 33 9999,6003 ADA Ramp 99 99 99 EA 11 34 024i.1300 Remove Conc Curb&Gutter 32 16 13 LF 1,703 35 3216.0101 6 Conc Curb and Gutter 32 16 13 LF 2,063 36 W_ 0241.0401 Remove Concrete Drive _ 02 41 13 SF 6,100 0 _ 37 3213.0401 6 Concrete Driveway __...,....... _.__ _ .r....,..- 32 13 20 - SF _. _ 6,100 ., ...._-_ 38 3216.p301 7" Conc Valley Gutter, Residential __ 32 16_ 13 SY - - 105 39 0241.0100 Remove Sidewalk 0241 13 SF 2.287 40 3213.0301 4' Conc Sidewalk _... _. ., . _ ..,..,. 32 13 201,487 5F 487 41 0241.1506 2" Surface Muting 0241 15 SY 7,222 42 6241.1600 Butt Milling 02 41 15 LF 115 43 3212.0302 2" Asphalt Pvmt Type D 32 12 16 SY 12,837 44 3305.0111 Valve Box Adjustment 3305 14 EA 15 45 3305.0108 Miscellaneous Adjustments -Water Meter Box 33 05 14 EA 9 46 3305.0110 Miscellaneous Adjustments Sprinklers 33 05 14 LS 1 $8,500.00 $8,500.00 47 3305.0107 Manhole Adjustment, Minor wl Collar 33 05 14 EA 3 48 3305.0114 Manhole Adjustment, Major w! Cover 3305 14 EA 3 49- 3305.0202 Im...__" ported Embedment/Backfill, CSS 3305 10 CY 15 50 3305.0203 Imported Embedmenl/Backfill, CLSM 3305 10 CY 100 51 3305.0204 Imported EmbedmentlBackfill, Crushed Rack 33 D5 10 CY 120 52 ry 3305.0207 Imported Embed ment/Backfi 11, Select Fill 3305 10 CY 1-5 53 3217.5001 Curb Address Painting 32 1725 EA 28 54 -- ._..,.,... .. ._ 9999.0004 Curb Address, Ceramic Tile _ __..... EA 5 _ ... .,.. 55 -- 0241.1700 10" Pavement Pulverization .,.,.._._.__ 0241 15 SY 6,122 56 - 3211.0600 Cement Modiflcalion, 26 Ibs/sy 3211 33 _. .... TN 80 57 3123.0101 Unclassified Excavation 31 23 16 CY 25 58 3201.0112 5' Wide Asphalt Pvmi Repair, Residential 32 01 17 LF 251 59 3201.0201 Asphalt Pvmt Repair Beyond Defined Width, _._.._..__... ........... Residential 3201 17 SY 674 60 3201.0202 Asphalt Pvmt Repair Beyond Defined Width, Arterial 33 01 17 SY 335 61 3201.0614 Conc Pvmt Repair, Residential 32 01 29 SY i00 3201.0400 Temporary Paving Repair (2" HMAC on 6" Flex 62 Base) 3201 18 LF 1,637 63 3305.0103 Exploratory Excavation of Existing Utilities 33 05 30 FA 12 64 3232.0100 Conc Ret Wall with Sidewalk, Face 32 32 13 SF 45 65 _ 3214.0200 Brick Pvmi Repair -. __ 32 14 16 SY 5 66 3213 0311 4' Conc 5ldewalk Adjacont to Curb 32 13 20 SF _. 1,000 - 67 0241.1800 Remove Speed Cushion 02 41 15 SY 30 68 0171.0001 Construction Staking _ 01 71 23 L5 1 69 3217 0001 4" SLD Pvmt Marking HAS (W) 32 1723 LF 520 70 3217.0305 Pavement Markings, Stop Bar -__ _......... 32 17 23 LF 63 71 - ........ ......... 9999.D005 Redline As -Built Survey .. _ - _ 01 71 23 - . _,.,..,..... LS _. 1 W _ _ ...,..,..,..... 72 3110.0102 6"-12 Tree Removal 31 1000 EA 3 73 3110.0102 12"-18" Tree Removal 31 1000 EA 1 74 9999.0007 Tree Protection _ .._1..._,_-__ 99 99 99 EA - ,..,..,.._._ 3 _._._-...,_,__ _:.,.._.. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS W_SS Repl Contract 2019 WSM-A (Lead Svcs D-1) Form Revised 20120120 CPN 102168 SECTION 00 42 43 PROPOSAL FORM W&SS Repl Contract 2019, WSM-A (Lead Services D-1) CPN 1D2168 UNIT PRICE BID 0114243 BID PROPOSAL Page i or i Bidder's Application "M Project liens Information Bidder's Proposal 13idiis( Item No. Description specification Unit of Bid Unit Price Rid Value section No. Measure Quantity 75 9999.0008 Trench Cut Repair for Gravel Alley (2" gravel depth) 99 99 99 SY 186 —... 76 9999.0009 Remove/Re lace Decorative Gravel ... ....._. _ _ ._ 99 99 99 Cy 1 77 --- — 9999.0010 Relocate Light Pole — _._ ...... 99 99 99 - - - - FA 1 ..,.... _..,. 78 9999.0011 Remove and Reset Street Light Pole 99 99 99 EA 1 79 _ 9999.0012 Relocate Electric Box 99 99 99 EA 1 80 9999.0013 Remove/Replace CMU stack wall ......... 99 99 99 _ ............. LS .... - 1 __. _ ....,.., 81 9999.0014 RemovelReplMetal Ballard ace ....... _ - 99 99 99 EA 1D 82 — ._.. ... .... 3231.0411 4' Waod Fence 3231 29 _ ........ LF - 200 _ .,....,... .- _ .. 83 9999.0015 RemovelRelocate 5' Wood Fence 1999999 LF 50 84 _ 3231.0123 6' Chain Link Fence - - 32 31 13 LF 200 85 ..,..,.. .._ ......._ _, 3431.4DD3 Furnish/Install Alum Sign Ground Mount City Std 3441 30 — EA .... 1 ... ..,..,.., — _- 86 - ..,... _ - _ 3471 0001 Traffic Control ...... .. - 3471 13 - MO .- 9 .... ... _ __..... ... - 87 —_ - 3471.0003 Traffic Control Details 34 71 13 LS _ ....... 1 ,. ..... ......... 88 3471.ib Traffic Control (Bluobonnet Cir) 34 71 13 MO 3 89 3471,0003 Traffic Control Details (Bluebonnet Cir) 3471 13 LS 1 90 3125,0101 SWPPP ? 1 acre 31 2500 LS 1 91 9999.0016 Sanitary Sewer Allowance 1999999 ... ....... 1 LS 1 _ $80,OU0.00 _ $80,000.00 Total Sanitary Sewer Improvements I 1 $88,500.00 Total Unit 1 -Water Improvements Total Unit 2 - Sanitary Sewer Improvements $163,500.00 $88,500.00 Total Bid (Unit 1 + Unit 2) $252,OD0.00 END OF SECTION CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS W_SS Reid Contract 2019 WSM-A (Lead Svcs D-1) Form Revised 20120120 CPN 102168 00 52 43 - 1 AgreenEent [age I of'5 SECTION 00 52 43 AGREEMENT THIS AGREEMENT, authorized on is made by and between the City of Forth Worth, a Texas home rule municipality, acting by and through its duly authorized City Manager, ("City"), and authorized to do business in Texas, acting by and through its duly authorized representative, ("Contractor"). 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 and Sanitary Sewer Replacements 2019 WSM-A (Lead Services D-1) CPN 102168 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 Dollars Article 4. CONTRACT TIME 4.1 Final Acceptance, The Work will be complete for Final Acceptance within 630 days after the date when the Contract Time commences to run, as provided in Paragraph 2.03 of the General Conditions, plus any extension thereof allowed in accordance with Article 12 of the General Conditions. 4.2 Liquidated Damages Contractor recognizes that time is of the essence for completion of Milestones, if any, and to achieve Final Acceptance of the Work and City will suffer financial loss 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 <Insert amount in Written words> Dollars ($X,XXX.XX) 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 W&SS Repl Contract 2019 WSM-A (Lead Svcs D-1) STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CPN 102168 Revised 09/06/2019 ADDENDUM No. I 005243-2 Agreement Page 2 of 5 Article 5. CONTRACT DOCUMENTS 5.1 CONTENfS: A. The Contract Documents which comprise the entire agreement between City and Contractor concerning the Work consist of the following: 1. This Agreement. Attachments to this Agreement: a. Bid Form 1) Proposal Form 2) Vendor Compliance to State Law Non -Resident Bidder 3) Prequalification Statement 4) State and Federal documents (project specific) b. Current Prevailing Wage Rate Table c. Insurance 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 SBF Utilization Form 3. General Conditions. 4. Supplementary Conditions. 5. Specifications specifically made a part of the Contract Documents by attachment or, if not attached, as incorporated by reference and described in the Table of Contents of the Project's Contract Documents. 6. Drawings. 7. Addenda. 8. Documentation submitted by Contractor prior to Notice of Award. 9. The following which may be delivered or issued after the Effective Date of the Agreement and, if issued, become an incorporated part of the Contract Documents: a. Notice to Proceed. b. Field Orders. c. Change Orders. d. Letter of Final Acceptance. Article 6. INDEMNIFICATION 6.1 Contractor covenants and agrees to indemnify, hold harmless and defend, at its own expense, the city, its officers, servants and employees, from and against any and all claims arising out of, or alleged to arise out of, the work and services to be performed by the contractor, its officers, agents, employees, subcontractors, licenses or invitees under this contract. This indemnification provision is specifically intended to operate and be effective even if it is alleged or proven that all or some of the damages being sought were caused, in whole or in part, by any act, omission or negligence of the city. This indemnity provision is intended to include, without limitation, indemnity for costs, expenses and legal fees incurred by the city in defending against such claims and causes of actions. CITY OF FORT WORTH W&SS Repl Contract 2019 WSM-A (Lead Svcs D-1) STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CI'N 102168 Revised 0910612019 ADDENDUM No. 1 005243-3 Agreement Page 3 of 5 6.2 Contractor covenants and agrees to indemnify and hold harmless, at its own expense, the city, its officers, servants and employees, from and against any and all loss, damage or destruction of property of the city, arising out of, or alleged to arise out of, the work and services to be performed by the contractor, its officers, agents, employees, subcontractors, licensees or invitees under this contract. This indemnification provision is specifically intended to operate and be effective even if it is alleged of proven that all or some of the dam agcLbeing sought were caused in whole or in part, by any act, omission or ne1Zli_Qence 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 Assiglunent 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. 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. 7.5 Governing Law and Venue. This Agreement, including all of the Contract Documents is performable in the State of Texas. Venue shall be Tarrant County, Texas, or the United States District Court for the Northern District of Texas, Fort Worth Division. 7.6 Authority to Sign. Contractor shall attach evidence of authority to sign Agreement if signed by someone other than the duly authorized signatory of the Contractor. 7.7 Prohibition On Contracts With Companies Boycotting Israel. Contractor acknowledges that in accordance with Chapter 2270 of the Texas Government Code, 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. CITY OF FORT WORTH W&SS Rep1 Contract 2019 WSM-A (Lead Svcs D-1) STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CPN 102168 Revised 09/0612019 ADDENDUM No. 1 00 52 43 - 4 Agreement Page 4 of 5 The terms "boycott Israel" and "company" shall have the meanings ascribed to those terms in Section 808.001 of the Texas Government Code. B)! signing this contract, Contractor certifies that Contractor's signature provides written verfflcation to the City that Contractor: (l) does not boycott Israel; and (2) will not hoycott Israel during the term of the contract. 7.8 Immigration Nationality Act. Contractor shall verify the identity and employment eligibility of its employees who perform work under this Agreement, including completing the Employment Eligibility Verification Form (I-9). Upon request by City, Contractor shall provide City with copies of all 1-9 forms and supporting eligibility documentation for each employee who performs work under this Agreement. Contractor shall adhere to all Federal and State laws as well as establish appropriate procedures and controls so that no services will be performed by any Contractor employee who is not legally eligible to perform such services. CONTRACTOR SHALL INDEMNIFY CITY AND HOLD CITY HARMLESS FROM ANY PENALTIES, LIABILITIES, OR LOSSES DUE TO VIOLATIONS OF THIS PARAGRAPH BY CONTRACTOR, CONTRACTOR'S EMPLOYEES, SUBCONTRACTORS, AGENTS, OR LICENSEES. City, upon written notice to Contractor, shall have the right to immediately terminate this Agreement for violations of this provision by Contractor. 7.9 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.I0 No Cause of Action Against Engineer. Contractor, its subcontractors and equipment and materials suppliers on the PROJECT or their sureties, shall maintain no direct action against the Engineer, its officers, employees, and subcontractors, for any claim arising out of, in connection with, or resulting from the engineering services performed. Only the City will be the beneficiary of any undertaking by the Engineer. The presence or duties of the Engineer's personnel at a construction site, whether as on -site representatives or otherwise, do not make the Engineer or its personnel in any way responsible for those duties that belong to the City and/or the City's construction contractors or other entities, and do not relieve the construction contractors or any other entity of their obligations, duties, and responsibilities, including, but not limited to, all construction methods, means, techniques, sequences, and procedures necessary for coordinating and completing all portions of the construction work in accordance with the Contract Documents and any health or safety precautions required by such construction work. The Engineer and its personnel have no authority to exercise any control over any construction contractor or other entity or their employees in connection with their work or any health or safety precautions. SIGNATURE PAGE TO FOLLOW CITY OF FORT WORM W&SS Repl Contract 2019 WSM-A (Load Svcs D-1) STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CPN 102168 Revised 09/06/2019 ADDENDUM No. 1 00 52 43 - 5 Agreement Page 5 of 5 IN WITNESS WHEREOF, City and Contractor have each executed this Agreement to be effective as of the date subscribed by the City's designated Assistant City Manager ("Effective Date"). Contractor: City of Foil Worth By: By: Signature (Printed Name) Title Address City/State/Zip Date Dana Burghdoff Assistant City Manager Date Attest: City Secretary (Seal) M&C: Date: Form 1295 No.: 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. ATame (Title) Approved as to Form and Legality: Douglas W. Black Assistant City Attorney APPROVAL RECOMMENDED: Christopher Harder, P.E. 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L) z LU Ly 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 0005 15- 1 ADDENDA Pagc I of I SECTION 00 05 15 ADDENDA E+'ND OF SECTION C1fY OF FORT WORTFI W&SS Repl. Contract 2019 WSM-A (Lead svcsD-1) STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CPN 102168 Revised July 1, 2011 0011 13 INVITATION TO BIDDERS Page] or3 SECTION 00 11 13 INVITATION TO BIDDERS RECEIPT OF BIDS Dile to die COVTDI9 Erlrergettc:y tlecIII red by Ii» City ofFoTt 1Wurth and until. [Ile tt� I envy JL:CIrYrrllion. Fts anielidud, is rescinder!, sealed bids for the construction of Water and Sanitary Sewer Replacements Contract 2019, WSM-A (Lead Services D-1), CPN 102168 ("Project") will be received by the City of Fort Worth Purchasing Office until 1:30 P.M. CST, Thursday, August 6, 2020 as further described below: City of Fort Worth Purchasing Division 200 Texas Street Fort Worth, Texas 76102 Bids'011 be accepted by: I. US lvlaiI m Ilie add w.&-, above, 2. By courier. Fed Ex car hand delivery from 8:30- t.30 on Thursdays only at the S ou111 End Lahby nfVity Hall located aT 200 Texas Street, Fort worth, Texas 76I G22 A Purchasing Del--lt-tmetI1 5111i7 lacm'su11 Wi I I he iivailab le to accept the bid and provide q trine mrri red rcceipt: Or 3, If the hicl.der d(' im; To subinit [lie bid on a day. or time other than the designated Thursday, the bidder Ynnst contact. tlie Purcf al;ing Npartment during norinaI working houcs at 817-392-246 -io make -an appointment to Ineet a Purchasiiig I q)ztrtmcnt entployi%e aI the Sou Ili End Lobby of CiIv 11aII lWaUd al 200 T"W Street, Fort Worth, Texas 76102, where the bid(s) will be received and thne/date stani Nd as above. Bids will be opened publicly and read aloud at 2:00 PM CST i i i 1lie City Council ChYambers and broadcast ttuough live &Irearli and CFW public k !Iavision which con be accessed at hl1e:111hylNvorlJThe general public will not I W' alJowl~d in [lie City C minciI Chambers. l:n tiIldILiaii- In lie: IM iirdvIIv `rill rrsr111}Ir1► tl tM 1 vril s tY r the prI}jrct Zia �Js F'tYrclrr,tiin {lifick, t,irtrl. r-� sli;tl l t,-rmfl I the cornpleted Pvl BE I-orIrl, l+w 1 he [: ily I rk'j�Lvi MaI)iiger Tio Iarler Iha€1 2,tJq li.m- on„ ljiL pq tttd.QJ.iy:bpin IL, al ter09.ilig QpQPJPeA e;-wol.gin—ofth. ,,,bid-.qy ning GENERAL DESCRIPTION OF WORK The major work will consist of the (approximate) following: 100 LF 12-Inch PVC Water Pipe 5538 LF 8-Mach PVC Water Pipe 4 EA 12-Inch Gate Valve 13 EA 8-Inch Gate Valves 50 LF 20-inch Casing by Open Cut 345 LF 20-Inch Casing by Other Than Open Cut 670 LF 1S-Inch Sanitary Sewer 1 ] 94 LF 8-hnch Sanitary Sewer 574 LF 8-Inch DIP Sewer w/Protecto 401 Coating 161 LF 6-Inch CIPP 19 EA 4-foot diameter SSMH CITY OF PORT WORTH W&SS Repl C011tract 2019-WSM-A (bead Svcs D-1) STANDARD CONSTRUCTION SPECIFICATION DOCUMENT CPN 102168 Temporarily Revised April 6, 2020 due to COVIDI9 Emergency 00 11 13 INVITATION TO BIDDERS Page 2 or3 13,160 SY 2-Inch Surface Milling 23,435 SY 2" Asphalt Pvmt Type D 9977 SY 10-Inch Pvint Pulverization 4648 LF Permanent Asphalt Pvmt Trench Repair PREQUALIFICATION The improvements included in this project must be performed by a contractor 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 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 littp://www.fortwoi-thtelxas.��ov/ urch�g/ and clicking on the link to the advertised project folders on the City's electronic document management and collaboration system site. The Contract Documents may be downloaded, viewed, and printed by interested contractors and/or suppliers. Bid Document folder: hops://docs.b360.autodesk.com/shares/5bt2bf2b-d321-4640-bacS- 39e748a023ad Addendum folder: https://does.b360.autodesk.com/shares/6cbb9Ic6-9a96-4a23-8404- 6986fcb0dca4 Copies of the Bidding and Contract Documents may be purchased from Visintainer Engineering, PLLC 1600 W 7,h Street Suite 200 Fort Worth, TX 76102 The cost of Bidding and Contract Documents is: Set of Bidding and Contract Documents with full size drawings: $75.00 Set of Bidding and Contract Documents with half size (if available) drawings: $50.00 PREBID CONFERENCE A prebid conference may be held as discussed in Section 00 21 13 INSTRUCTIONS TO BIDDERS at the following date, and time via a web conferencing application: DATE: Tuesday July 21, 2020 TIME: 10:00 AM Due to COVID-19 restrictions, instructions to attend the online web conference will only be elnailed to those who provide an expression of interest by email to both the project engineer Ronda Visintainer, ronda@visintainerengineering.com, and the City project manager, Suby Varughese, sub. hg ese a,fortworthtexas.gov. The presentation given at the prebid conference and any questions and answers provided at the prebid conference will be issued as an Addendum to the call for bids. CITY'S RIGHT TO ACCEPT OR REJECT BIDS City reserves the right to waive irregularities and to accept or reject bids. AWARD City will award a contract to the Bidder presenting the lowest price, qualifications and competencies considered. CITY OF FORT WORTH W&SS Rep] Contract 2019-WSM-A (Lead Svcs D-1) STANDARD CONSTRUCTION SPECIFICATION DOCUMENT CPN 102168 "temporarily Reviscd April 6, 2020 due to COVIDI9 Emergency 00 11 13 INVITATION TO BIDDERS Page 3 of 3 INQUIRIES All inquiries relative to this procurement should be addressed to the following: Attn: Suby Varughese, PE, City of fort Worth Email: suby.var-ugliese@fortworthtexas.gov Phone: 817.392.7803 AND/OR Attn: Ronda Visintainer, PE, Visintainer Engineering, PLLC Email: ronda(a7visintainerengineering.com Phone: 817.992.3214 EXPJ111_CSSION OF INTEi EST To 2ri~xure hinders arc kepi llp to dale of any new 111fonnniiorl pertinent to this project or the OVIDI9 eG13ergenwy dnclaration, as Amended. as it may relate to this pro] teL birldtls iry reqrlSled to erllaJ I Expressions of Interest hithis I}rc,cursnent to the City Project h+ianager anal IJle Design Lrrgiw-er_ Tluh CinniI shoxiId incIWe the hiddr :I's company ring lie, enlltacl person. dial iiidividtials email address and phone nwnlic1', A ll Ad&iIrhi will he distributed direcily to these wJri) Ilave exprell ed :ua interest in i Ire pmc=ul'ai:l'lent.an'd will a'Isor lie prl�rW, 1n the �sity of For t Worlh's pumhasing wehsite at hitp://fortwoillitexas.gov/purchasing/ PLAN HOLDERS To ensure you are kept up to date of any new information pertinent to this project such as when an addenda is issued, download the Plan Holder Registration form to your computer, complete and email it to the City Project Manager or the Design Engineer, Ronda Visintainer, PE, Visintainer Engineering, PLLC. The City Project Manager and design Engineer are responsible to upload the Plans Holder Registration form to the Plan Holders folder in BIM360. Mail your completed Plan Holder Registration form to those listed in INQUIRIES above. ADVERTISEMENT DATES July 2, 2020 July 9, 2020 END OF SECTION CITY OF FORT WORTH W&SS Repl Contract 2019-WSM-A (Lead Svcs D-r) STANDARD CONSTRUCTION SPECIFICATION DOCUMENT CPN 102168 Temporarily Revised April 6, 2020 due to COVIDI9 Emergency SECTION 00 2113 INSTRUCTIONS TO BIDDERS 1. Defined Terms 0021 13 INSTRUCTIONS TO BIDDERS Page 1 of 10 1.1. Terms used in these INSTRUCTIONS TO BIDDERS, which 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. LA11 Bidders and their subcontractors are required to be prequalified for the work types requiring prequalification at the time of bidding. Bids received from contractors who are not prequalified shall not be opened and, even if inadvertently opened, shall not be considered. Prequalification requirement work types and documentation are available by accessing all required files through the City's website at: https://apps.fortworthtexas.14ov/ProjectReso rCes/ 3.1.1. Paving — Requirements document located at; littps://apps.fortwortlitexas. og_ v/Pi,oiectResotirces/Reso_ LircesP/02%20- %20Construction%2ODocumetits/Contractor%2OPre LialifiicatioiVTPW%2OPaviiI %20Coiiti,actoi-%2OPt-cqualificatioii%2OPt-ograin/PRF,QUALIFICATION%20REO UIREMENTS%20FOR%20PAVING%2000NTRACTORS.pdf 3.1.2. Roadway and Pedestrian Lighting Requirements document located at; CITY OF FORT WORTH W&SS Repl Contract 2019 WSM-A (Lead Svcs D-1) STANDARD CONSTRUCTION SPECIFICATION DOCUMENT CPN 102169 Temporarily Revised April 24, 2020 due to COVID19 Emergency 0021 13 INSTRUCTIONS TO BIDDERS Page 2 or 10 littps://al2ps.fortwortlitexas. og v/ProjeetResourceS/RCSOLircesP/02%20- %20Construction%2ODocuments/Contractor%o20Pi-equal ifiration/TPW %20Roadwa y%20and%2OPedcstrian%2OLighting%2OPrequalification%o2OProg•am/STREET% 20LIGH I`%20PRL,QUAL%20REQMNTS .t)df 3.1.3. Water and Sanitary Sewer -- Requirements document located at; littps:Happs.fortworthtexas. og v/Projec€Resources/Resorn-cesP/02%20- %20Construction%2ODocuineiits/Contractor%2OPrcgtialiticatioti/Wa€er%20aild%2 OSanita %2OSewer%2OContractor%20Prc ualitication%2OPI-o ram/WSS%20 re g ual %20 req u i rem ents. p df 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 PREQUALIF ICATIONS. 3.2.1.Submission of and/or questions related to prequalification should be addressed to the City contact as provided in Paragraph 6.1. 3.2.2.'1'L:MPbRAR-Y P RbCF DU R ES 170E TO COVID- I A Bidder wllose precluaIiticai ion ha, extrired during IIx lime period where a valid etnergeiiey order iq IJ1 l`rlaci (1Ldern I, St,Itr3, JrIe-3b) tIiid for 30 days pa9t ilie expiration of I[w emergency Ev'der with Ilie furthest exp4aIion date — by day and inniitII, %gill riot he antainatieally dINualified From lie Y1iig [hce Bidder's bid opeiiecl. A 11idder Ir1 this si t4iatinrt wl11 have Its bid opened find read aland and wlII be alIuwed 5 bugintI dLtys ([:IcrSe or Ixirsiness on the 5"' cWy)10 Submit a complete prequalification renewal package. Failure to timely sub 111iL. Or sulin>liUfiI of an i 11COT1111IOle p ick:ige, Will rellderIIhe R1d4it'r's bled non-r;�:spuri sivc. II'llie rffequa I IF cation renewal dacLIMents show the Bidder as iiew nnr-qualified, the bid will be rertc oni~ d non- responsive. A Riddermay nc I rise tl1is'excepLion to_�eek-a prequallfication status greater than tlint which was In place ortlle elate ofexpiratior- A 131ddi�r who seeks to iritrvase its Pr+equaIHIraIion stnti.Ls must follow the traditional sulmnitiallrevie ploccss_ The City reserves the right to require any pre -qualified contractor who is the apparent low bidder(s) 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(s) 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. CITY OF FORT WORTH W&SS Repl Contract 2019 WSM-A (Lead Svcs D-1) STANDARD CONSTRUCTION SPECIFICATION DOCUMENT CPN 102168 Temporarily Revised April 24, 2020 due to COVIDI9 Emergency 0021 13 INSTRUCTIONS TO BIDDERS Page: 3 of 10 4. Examination of Bidding and Contract Documents, Other Related Data, and Site 4.1. Before submitting a Bid, each Bidder shall: 4.1.1. 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. 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. Consider federal, state and local Taws and Regulations that may affect cost, progress, performance or furnishing of the Work. 4.1.4.Study all: (i) reports of explorations and tests of subsurface conditions at or contiguous to the Site and all drawings of physical conditions relating to existing surface or subsurface structures at the Site (except Underground Facilities) that have been identified in the Contract Documents as containing reliable "technical data" and (ii) reports and drawings of Hazardous Environmental Conditions, if any, at the Site that have been identified in the Contract Documents as containing reliable "technical data." 4.1.5. Be advised that the Contract Documents on file with the City shall constitute all of the information which the City will furnish. All additional information and data which the City will supply after promulgation of the formal Contract Documents shall be issued in the form of written addenda and shall become part of the Contract Documents just as though such addenda were actually written into the original Contract Documents. No information given by the City other than that contained in the Contract Documents and officially promulgated addenda thereto, shall be binding upon the City. 4.1.6. 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. On 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 W&SS Rep[ Contract 2019 WSM-A (Lead Svcs D-1) STANDARD CONSTRUCTION SPECIFICATION DOCUMENT CPN 102168 Temporarily Revised April 24, 2020 due to COVID 19 Emergency 0021 13 INSTRUCTIONS TO BIDDERS Page 4 of 10 4.1.7. 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 is prima -facie evidence that the Bidder has made the investigation, examinations and tests herein required. Claims for additional compensation due to variations between conditions actually encountered in construction and as indicated in the Contract Documents will not be allowed. 4.1.8. 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. Biddcr is responsible for any interpretation or conclusion drawn from any "technical data" or any other data, interpretations, opinions or information. 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 PORT WORTH W&SS Rep] Contract 2019 WSM-A (Lead Svcs D-1) STANDARD CONSTRUCTION SPECIFICATION DOCUMENT CIIN 102168 Temporarily Revised April 24, 2020 due to COV1D19 Emergency 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,l-lazardous 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 casements 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: Suby Varughese, PE, Project Manager, Water Department Fax: 817.392.2559 Email: suby.vai-ughese@foitwol-thtexas.gov foitwor-thtexas.gov Phone: 817.392.7803 6.2. Addenda may also be issued to modify the Bidding Documents as deemed advisable by City. CITY OF FORT WORTH W&SS Repl Contract 2019 WSM-A (Lead Svcs D-1) STANDARD CONSTRUCTION SPECIFICATION DOCUMENT CPN 102168 Temporarily Revised April 24, 2020 due to COVIDI9 Emergency 0021 t3 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 https://does.b')60.atrtodesk.com/shares/6cbb9tc6-9a96- 4a23-8404-6986febOdca4. 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 Bid Bond made payable to City in an amount of five (5) percent of Bidder's maximum Bid price on form attached, issued by a surety meeting the requirements of Paragraphs 5.01 of the General Conditions. 7.2. The Bid Bond of all Bidders will be retained until the conditions of the Notice of Award have been satisfied. if the Successful Bidder fails to execute and deliver the complete Agreement within 10 days after the Notice of Award, City may consider Bidder to be in default, rescind the Notice of Award, and the Bid Bond of that Bidder will be forfeited. Such forfeiture shall be City's exclusive remedy if Bidder defaults. The Bid Bond of all other Bidders whom City believes to have a reasonable chance of receiving the award will be retained by City until final contract execution. 8. Contract Times The number of days within which, or the dates by which, Milestones are to be achieved in accordance with the General Requirements and the Work is to be completed and ready for Final Acceptance is set forth in the Agreement or incorporated therein by reference to the attached Bid Form. 9. Liquidated Damages Provisions for liquidated damages are set forth in the Agreement. 10. Substitute and "Or -Equal" Items The Contract, if awarded, will be on the basis of materials and equipment described in the Bidding Documents without consideration of possible substitute or "or -equal" items. Whenever it is indicated or specified in the Bidding Documents that a "substitute" or "or - equal" item of material or equipment may be furnished or used by Contractor if acceptable to City, application for such acceptance will not be considered by City until after the Effective Date of the Agreement. The procedure for submission of any such application by Contractor and consideration by City is set forth in Paragraphs 6.05A., 6.05B. and 6.05C. of the General Conditions and is supplemented in Section 01 25 00 of the General Requirements. 11. Subcontractors, Suppliers and Others CITY OF FORTWORTH W&SS Repl Contract 2019 WSM-A (Lead Svcs D-1) STANDARD CONSTRUCTION SPECIFICATION DOCUMENT CPN 102168 Temporarily Revised April 24, 2020 due to COVID 19 Emergency 0021 13 INSTRUCTIONS TO BIDDERS Page 7 of 10 11.1. In accordance with the City's Business Diversity Enterprise Ordinance No. 20020- 12-201 1 (as amended), the City has goals for the participation of minority business and/or small business enterprises in City contracts. A copy of the Ordinance can be obtained from the Office of the City Secretary. The Bidder shall submit the MBE and SBE Utilization Form, Subcontractor/Supplier Utilization Form, Prime Contractor Waiver Form and/or Good Faith Effort Form with documentation and/or Joint Venture Form as appropriate. The Forms including documentation must be received by the City no later than 2:00 P.M. CST, on the second business day after the bid opening date. The Bidder shall obtain a receipt from the City as evidence the documentation was received. Failure to comply shall render the bid as non- responsive. 11.2. No Contractor shall be required to employ any Subcontractor, Supplier, other person or organization against whom Contractor has reasonable objection. 12. Bid Forin 12.1. The Bid Form is included with the Bidding Documents; additional copies may be obtained from the City. 12.2. All blanks on the Bid Form must be completed by printing in ink 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, written in ink in both words and numerals, for which the Bidder proposes to do the work contemplated or furnish materials required. All prices shall be written legibly. In case of discrepancy between price in written words and the price in written numerals, the price in written words shall govern. 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. CITY OF FORT WORTH W&SS Rep] Contract 2019 WSM-A (Lead Svcs D-1) STANDARD CONSTRUCTION SPECIFICATION DOCUMENT CPN 102168 Temporarily Revised April 24, 2020 due to COVID19 Emergency 0021 13 INSTRUCTIONS TO BIDDERS Page 8 ol' 10 12.9. The Bid shall contain an acknowledgement of receipt of all Addenda, the numbers of which shall be filled in on the Bid Form, 12.10. Postal and e-mail addresses and telephone number for communications regarding the Bid shall be shown. 12.11. Evidence of authority to conduct business as a Nonresident Bidder in the state of Texas shall be provided in accordance with Section 00 43 37 — Vendor Compliance to State Law Non Resident Bidder. 13. Submission of Bids Bids shall be submitted 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. Modification and Withdrawal of Bids 14.1. Bids addressed to the Purchasing Manager and tiled with the Purchasing Office cannot be withdrawn prior to the time set for bid opening. A request for withdrawal must be made in writing by an appropriate document duty executed in the manner that a Bid must be executed and delivered to the place where Bids are to be submitted at any time prior to the opening of Bids. After all Bids not requested for withdrawal are opened and publicly read aloud, the Bids for which a withdrawal request has been properly filed may, at the option of the City, be returned unopened. 14.2. Bidders may modify their Bid by electronic communication at any time prior to the time set for the closing of Bid receipt. 15. Opening of Bids Bids will be opened and read aloud publicly at the place where Bids are to be submitted. 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 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 CITY OF FORT WORTH W&SS Repl Contract 2019 WSM-A (Lead Svcs D-1) STANDARD CONSTRUCTION SPECIFICATION DOCUMENT CPN 102108 Temporarily Revised April 24, 2020 duc to COVID 19 Emergency 0021 13 INSTRUCTIONS TO BIDDERS Page 9 of 10 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, whether because the Bid is not responsive or the Bidder is unqualified or of doubtful financial ability or fails to meet any other pertinent standard or criteria established by City. City also reserves the right to waive informalities not involving price, contract time or changes in the Work with the Successful Bidder. Discrepancies between the multiplication of units of Work and unit prices will be resolved in favor of the unit prices. Discrepancies between the indicated sum of any column of figures and the correct sum thereof will be resolved in favor of the correct sum. Discrepancies between words and figures will be resolved in favor of the words. 17.1.I. 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. City may consider the qualifications and experience of Subcontractors, Suppliers, and other persons and organizations proposed for those portions of the Work as to which the identity of 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. CITY OF FORT WORTH W&SS Rep] Coniract2019 WSM-A (Lead Svcs D-1) STANDARD CONSTRUCTION SPECIFICATION DOCUMENT CPN 102168 Temporarily Revised April 24, 2020 due to COVIDI9 Emergency 0021 13 INSTRUCTIONS TO BIDDERS Page 10 of 10 17.7. A contract is not awarded until formal City Council authorization. lithe 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 contractor 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 he obtained at bttps://www.etliics.state.tx.us/data/forins/1295/1295.1)df 17.8. Failure or refusal to comply with the requirements may result in rejection of Bid. 18. Signing of Agreement 18.1. When City issues a Notice of Award to the Successful Bidder, it will be accompanied by the required number of unsigned counterparts of the Agreement. Within 14 days thereafter Contractor shall sign and deliver the required number of counterparts of the Agreement to City with the required Bonds, Certificates of Insurance, and all other required documentation. 18.2. Failure to execute a duly awarded contact may subject the Contractor to penalties. 18.3. City shall thereafter deliver one fully signed counterpart to Contractor. END OF SECTION CITY OF FORT WORTH W&SS Repl Contract 2019 WSM-A (Lead Svcs D-I ) STANDARD CONSTRUCTION SPECIFICATION DOCUMENT CPN 102168 Temporarily Revised April 24, 2920 due to COVIDl9 Emergency 00 32 15.1 - 0 CONSTRUCTION PROGRESS SCIIEDUL.F. —BASELINE EXAMPLE Page I of5 SECTION 00 3215.1 CONSTRUCTION PROJECT SCHEDULE BASELINE EXAMPLE PARTI- GENERAL 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 refierred to as a "baseline" schedule. This example is intended to provide guidance for the Contractor when developing and submitting a baseline schedule. See C>:W Specification 00 32 15 Construction Project Schedule for details and requirements regarding the Contractor's project schedule. CITY OF FORT WORTH W&SS Rep] Contract 2019 WSM-A (Lead Svcs D-1) STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CPN t02169 Revised JULY 20, 2018 0032 15.1 -0 CONSTRUCTION PROGRESS SCIIEDULE— BASELINE EXAMPLE Page 2 of' 5 ------------ --------- --------- ------------ --------------------- ---------- ---------- ---------- ---------- ----------- --------- I --------- ------------ , ----------- ----------- I ---------- ------------- -- - ------ I ----------- ---------- ---------- C3 ---------- --------- 1 ------------ ---------- ---------- ---------- ----------- L ---------- ---------------1-1-1-1 ----------- ------------ ------ ------ ------ - - -------- ------ ---------- ---------- -- ---------- ---------------------------------- I IF— ----------- ............ ----------- - --------------- - - - - - - - - - - - - - - - - - - - - ------ ------------------ - --------- ----------- --------- -------------- - - - - - - - - - — - - - - - - - - — - - - - - - - - - - - - - — - -- - -- - - - - -- - - - - - — - - - - - - - - - --- - - - - - - - - - Wr 7 P 2 Aw �Jl N, 6 Lr - U U .1 ri !� !.,. I �! Q �2 'L3. .a R, I., - , 1. 9 — (p 4, 7; 0 tF 9 It 41 0 V L'i m 6ri P q n 9 CA V-4 A 0 m A An 4E n Aft -4 r—L rt n 0 T A'. 4 a AIR 0 Y, L) CITY OF FORT WORTH W&SS RqjI Contract 2019 WSM-A (Lead Svcs D-i) STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CPN 102169 Revised JULY 20, 2019 00 32 15.1 - 0 CONSTRUCTION PROGRESS SCHEDULE — BASELINE EXAMPLE Page 3 o1'5 -------- ---- ------------------ T- ---------- T ------------- ---------------------- ----------------- — ------ :3 N ----------------- ------- ------- -----------ty - ------ ---------- -------- i i---------- t --------- 1 ---------- t— ------- t --------- ---------- --------- ----------- ---------- ------ — ---------- --------- — -------- 1 -- -------- -- --------- ---------------- ---------- ----------- ------ --- ....... -------- --------- ---------- ----------- --------- ------ ------------ ------------ ------ --------- - — ------- . ..... 0: 11-rA 0 W.10 z m aj M4 j.1 W4 41 2 10 (u 2 71 u it lb 4 IL V. .6 .1. -11 1 12' ;Ij N V4- 7 FF )1 !2:. u IL t-0 a x T- -ILI -If 54 F ILI! w E .49 :E a; m I'll u N 14 V CITY OF FORT WORTH W&SS Rep] CUlltTau 20f 9 WSM-A (T.cad Svcs D- 1) STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CPN 102169 Revised JULY 20, 2018 0032 15.1 - 0 CONSTRUCTION PROGRESS SCHEDULE — SASE-i.1NE EXAMPLE Page 44 o I" 5 {----------+ m rr F�1 na I-- - ---- -- 3nN W Gi'b:GfCij 2]E < � E L t E t E E FI �ry �a si VlEi I W" � i j f Ka [9�RECij¢9j +�� CL 69 E `� rl awry I I �y LiE�'LE r� 3v �ryy iLi �yECL _ JE 3 E � CITY OF FORT WORTH W&SS Reel Contract 2DI9 WSM-A (Lead Svcs D-1) STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CFN 102168 Revised JULY 20, 201 A 00 32 15.1 - 0 CONSTRUCTION PROGRESS SCHEDULE — BASELINE EXAMPLE Page 5 or 5 END OF SECTION Revision Log DATE NAME SUMMARY OF CHANGE July 20, 2018 M. Jarrell Initial Issue CITY OF FORT WORTH W&SS Rcpl Convact 2019 WSM-A (Lead Svcs D-1) STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CPN 102168 Revised JULY 20, 2018 0032 15.2 - 0 CONSTRUCTION PROGRESS SCHEDULJ-- PROGRESS EXAMPLE; Page I of 4 SECTION 00 32 15.2 CONSTRUCTION PROJECT SCHEDULE — PROGRESS EXAMPLE PARTI- 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 00 32 15 Construction Project Schedule for details and requirements regarding the Contractor's project schedule. CJTY OF FORT WORTH W&SS Refi Contract 2019 WSM-A (Lead Svcs D-1) STANDARD CONSTRUCTTON SPECIFICATION DOCUMENTS CPN 102168 Revised JULY 20, 2019 ZE M IL 0032 15.2 - 0 CONSTRUCTION PROGRESS SCHEDULE —PROGRESS EXAMPLE Page 2 of'4 z •�__ �� fiHli� d r N y ylq r I "I05! rA q w .1 w 9 H �"., I_ E. , * . CL u .�do CITY OF FORT WORTH W&SS Rep] Contract 2019 WSM-A (Lead Svcs D-1) STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CPN 102169 Revised JULY 20, 2018 0032 152 - 0 CONSTRUCTION PROGRESS SCHEDULE — PROGRESS EXAMPLE Page 3 of 4 r i i i I _ i _ ___ _ -------------- asp--- 1 ------------------- --.-----,— — .. _.. ------- ----- ------ ---- ---- � � F-I li 3V ;Jti iN CN cN I1 i,l� rr rr:rl '�� r•-31,14 �� ri• i _ ra rr.JJ r4 xv�r{ Fr.34 rr rl .lJl rN i is 3(a � Sr ta;�� ru � I V •F IP q � ,�.I tl3 III 33 ni 3 ,3 .13 .� ,• ays m ,� � �[P1j�14, 3[P 3" u — { 3, r v T�r'P,'w'�,�,�'= �t 4 V �d >•I �c' xl f: ;`;.i;+fir 'ryGei0 '. ' ■ 4'S';F IY 11 5F i{ 3` 3 i r4 i 33 ' ., r { i9 _ fp�..y. N W 4 .Cf 40 tii &:Y ' 1f Pt . fl 1 r :wn to f1 L. IL Lm ;!1 :� 4ti 14: i'9 61) ,1 „• 1� _ 6M1 y+Lr. yy��11-�� yy�I ,. 164 N,:Ii I I 1 e n! � � aya�'l it it S "' G� �" ♦ rg�� Ll Fi Pip CITY OF FORT WORTH W&SS Rep] Contract 2019 WSM-A (].cad Svcs D-1) STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CPN 102169 Revised JULY 20, 2019 0032 15.2 - 0 CONSTRUCTION PROGRESS SCHEDULE — PROGRESS EXAMPLE Page of END OF SECTION Revision Log DATE NAME SUMMARY OF CHANGE July 20, 2019 M. Jarrell Initial Issue CITY OF FORT WORTH W&SS Rep[ Contract 2019 WSM-A (Lead Svcs D-1) STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CPN 102168 Revised JULY 20, 2018 00 32 15.3 - 0 — PROGRESS NARRATIVE Page 1 of 1 SECTION 00 32 15.3 CONSTRUCTION PROJECT SCHEDULE PROGRESS NARRATIVE_, Reporting Period: Date Issued: Project Name: Company Name: City Project No: Engineer's Project No: City Project Manager: Engineer's Project Manager: r.. LZIL VI at.iIviuca at.t.UIIINiistitxu iti LIM: reNcirLIIIU Fedora. 1. (insert text here) 2. (insert text here) 3. (insert text here) 4. (insert text here) 5. (insert text here) 6. (insert text here) ts. List or activities to De accompnsned in the next reporting period 1. (insert text mere) 2. (insert text here) 3. (insert text here) 4. (insert text here) 5. (insert text here) 6. (insert text here) C. List any potential delays and provide mitigation actions 1. (insert text here) 2. (insert text here) 3. (insert text here) �. List any actual delays and provide recovery actions 1. (insert text here) 2. (insert text here) 3. (insert text here) City of Fort Worth, Texas Construction Project Schedule Narrative Report for CFW Projects TPW Official Release Date: 7.M2018 Page 1 of 1 0032 15.4 - 0 CONSTRUCTION PROGRESS SCIIL-DULE— SUBMITTAL PROC17SS Page 1 oI'7 SECTION 00 32 15.4 CONSTRUCTION PROJECT SCHEDULE — SUBMITTAL PROCESS PART1- GENERAL The following information provides the process steps for the Contractor to follow for submitting a project baseline or progress schedule for a capital project to the City of Fort Worth. See CFW Specification 00 32 15 Construction Project Schedule for details and requirements regarding the Contractor's project schedule. If you are not a registered CFW Buzzsaw user, please email or contact: Fred Griffin, Buzzsaw Administrator City of Fort Worth Fred. Griffin(c�yfortworthgov.org 817-392-8868 Using your registered username and password log into the City's Buzzsaw Site litti)s:/h)1•oiccti)oi i)t.btlzzsaw. com/client/foilwoi,tlij�ov - - ' . -4 - ti 4+ Navigate to your Project Folder. Verify that your Project ID and Project Name are consistent with Project Folder Name. Navigate to the Schedule Directory under your Project Folder. The 00701-Flaxseed Drainage Improvements project is used for illustration. CITY OF FORT WORTH W&SS Rep] Contract 2019 WSM-A (Lead Secs D-1) STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CPN 102168 Revised .IULY 20, 2018 0032 154-0 CONSTRUCTION PROGRESS SCHEDULE — SUBMITTAL PROCESS Page 2 of 7 Iv' E.d _.N .� lira- `. J ky- X �y 7c l' iY hL� ijtt; Hy W -- Iq,- Fwa [a iWMhGbY • I ' itl» K I. -jNI-Fiaxs[eeoanaSeIwE i n si idJ,l6S Forms i; � Camhisrfion rail ee dw '+: � 4c'��Cmiract Qoa�mertL. aeds _,•:J r:ax=tfRancelgs Pubk hleeh:w +. Real Prr�rty � Ul�tes Y{��ti' +g€}x55-Ur6ar. f9h-yzs£eatra3 qusterc + � �f3705 - Urhar: v�Vay�s csrtral �xter c ,.: 0070b - lkb- v&ges SE Uusxs aerrF 00706 - U,b— VAaw, SE Cki,il� ud O(MU- Sanitxy Serer Rehab C-trw W755- Mesepale Rd 7004CIP Year 10 7 00768 -Quit. Road-Fiprij JI to [d. is 0077a-LeF� Cheese! UOM6 - s— Cree{: a syramare set{ 00787-ir bwV Ra3d-.Atame5+ to A. C ' 'FWnk - ILML�: 4illii u Sd�edeFe� [rdex.A,_ F," C�ifi C €&,3a4 P.�asoit Fxcei 44... - kh .I Two files will be uploaded for each submittal. A native schedule file format either Primavera .xer or MS Project .mpp and a PDF version of the schedule will be uploaded Verify that the file name contains the 5-digit Project ID, Project Name, and Submittal Date and follows the standard naming convention. Initial schedule submittal will be labeled as `Baseline' for example: 00701-FlaxseedDrainagel mprovements-Baseline Schedule submittal updates will be labeled with Schedule Submittal Date `YYYY MM' for example: 0070I-Flaxseed DrainageImprovements-2009 01 Expand or select the Schedules folder and add both the native file and PDF file to the directory. From the Toolbar Select -Arid Document CITY OF FORT WORTH W&SS Rep] Contract 2019 WSM-A (Lead Svcs D-1) STANDARD CONSTRUCTION SPIiCIFICATION DOCUMENTS CPN 10219 Revised J ULY 20, 2018 ;- i- 11 y7 irl ��Jln $uaxva .�,�NateE�E+ '�€ Fdver #, 003215A-0 CONSTRUCTION PROGRESS SCHEDULE — SUBMITTAL PROCESS Page 3 of 7 00T3I•rynrseedlrir,�p.;rlrm'er!*; �_ Bid Fcmx —� Bid Responses i � CQ'1StrFACbM ' '-1 Cons�tanL^ �l Cnnhact� Corrre��denoe . f Gene: ai CnntractLbouxnerip a'b UWd Protect Eka-19i .' ._ P bkc Meetings i RR�e'all Proosty _t�l Sdtedules Mdex & Lit, it— . � 00705-{kb.., c-tr51 Clots f. t . 00705 - LNban 'Aaces Central Q�tes ;,MI CGIV :r..-Y71r;.e-57-t7�rllwrr{Ik '.. 007M - Lkb- Ale,— SE Cuts N-- Ci r C0730 - S-n .ry Se— Rehab Cantr.d 0 it 0075! -T'e �ileRd 2004C,—fe l VI y COMB -Urks Read -Srya tL vn to :+ 0r77R-].etmwch'i—Iq •� � OE7;i1:`,-x3mr.,er creeks irrLlhlgq �i'.'•i w s i F4IIL r1 In&4 .xb Fred Gnf%i 16,931 Mi—.,I I'M Select Browse and go to the location of the tiles on your desktop. Select Open [ [ U Wu14ao m*ft 4p. LD Um mi" w&1&- kits ii,r:dd ima tka l MM&W aklf ar!115111111�1 r w.=.hr�ei,ts RILi,I,iMIM2slI r L 4pm@, — �a•' — 1 rem FHW r.Frli4.11an -- - I LrMYfXivan— j'1 My CnM'fer - Nxndjet E;ndManagerPm 7 MAeticnoies Player ^:rf'FlererL �4�r✓jypyeivrork Plates ,lobe Auobat89rafessrvoal ;;�txcfl',�Prn;ects i..geardmgPa=;.pd€- __ r 6um CGs fl O4i3s buzruw 3003 � C7earType 7za�vg r Caai Record Edit Pro 7 [r�kirp ch2M HELL VPtl �VJ Closswid PMP Fxe Sku 7.1 L;F�7eYka G9�at al" DV g R�P-rs 20M �aary'e Earth� `Ddl Qrvrk R^faonce tlsde.pdf HPPhD1. artFW— j�Mk Defra"mter HP Phntosrnart t'remer _r?_ Free Sound Recorder �j jt� Sduvon Center �jlFree5a�3dRe:nrsia.exe. ]�i assConrect! LaptoP$eami`R -41 �FR�� 1�TuT� :��iapin.9eG 0 NN ntt Visi. Veaaun 23021nside Out eft.+ A21 JMMeetinq Iq h4i µdr�4 iscaFirr1 J f1YyF The file will appear in the Buzzsaw Add to Project — Select Documents window Select Next. CITY OF FORT WORM W&SS Repl Contract 2019 WSM-A (Lead Svcs D-1) STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CPN 102168 Revised JULY 20, 2019 0032 15.4 - 0 CONSTRUCTION PROGRESS SCIIEDULE — SUBMITTAL PROCESS Page 4 or7 Do not select Finish at this time. —- '_�j''tekfdunmeibW add In air waim neh uhe..i+w roji qW ipWW dtrn?IMI.ao Whujv D:Vby1d£ cF 5eled 1 nctwiBt4its Otach tom: m f Npgl]SwWn HeIaIW4' ) hkdf,,, 5rte ❑�fd.�, If7i�-� N.]SJ U--'I J _ .cmxd _ di* You will be placed into the Attach Comment window to enter a record into the Project Schedule Submittal Log. Enter the Project ID -Project Name -Submittal in the Subject Line. Type Submittal and Company Name into the Comment window along with Contact Name and Contact Phone Number. Select Neal. j CriwLm a [MvwilA &I WMIF.f thC'4trwon ft3oPi aBnd fit sk dsn . 4em for in hem adcea TFk dep is nptwW t3kn-lil-�2aments add 8immetl[ to � d'en.rrwn f�Wglld Cmmament F----:-:1 A I' IW—x—jazj EjLL C Bend: Eoal SLJ�Mrt< 0II7Lly=L3z�.,eedDrainagelmprovementc aseEuee �LJ •� W9hFmhuR rsHhe Sd MO, Subnctta', br 'Corwany Name" .C9lact Name pntact Phone Schedule Sub74ttal fiu 'Company Name for work performed up to ]anvney 31, 2063 Name tt> I r..dh .1 -f ] £4� CITY OF FORT WORTH W&SS Rep] Contract 2019 WSM-A (Lead Svcs D-1) STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CPN 102168 Revised JULY 20, 2018 0032 15 4-0 CONSTRUCTION PROGRESS SCIIEDUI_I—SLJBMITTAI: PROCESS Page 5 01'7 You will be placed into the Send Email Notification window. Select To and the Select Recipients window will appear with a list of Project Contacts. Select the Project Manager as the To Recipient and the Project Controls Group as the COPY Recipient. F..IF rw.�l I an�.rF•,r:.�r,,. =1 �1<'I tk1 0! _I I.fI -.tl ti�yrx �ror TFraJrr. 1. Vic.,. iFs.., n.�.,. W Y v... s�l� �� ylil.lm vf<:yit6... 0.I7-. I.K. YI Select the Paste Comment button to copy the Comment into the body of the email Select Finish. CITY OF FORT WORTH W&SS Repl Contract 2019 WSM-A (Lead Svcs 1)-1) STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CPN 102168 Revised JULY 20, 2018 0032 15.4 - 0 CONSTRuc,riON PROGRESS SCHEDULE — SUBMITTAL PROCESS Page 6 of 7 E3 sad eul Fu 4l11 arajs[L MRWbM 1Y7WOVbFhr of the n w irp&led lies. Thic It= a aoaerrd ;ci; � L�oanments t}adjeaa�eenk �1 r.I Send tmd ja:: Fred Crdfin fins--ct Co --ln Team `.�6}7r'L'. �']0+"�1WOr7lR.�d1�a��[rm.!naemen:s�asetine Earitact sehoe Scheddt Submittal ft&m'Company Name• ntactHanle , Phone l i LY12:e schedule subrmttal €rom'Campany Name fnr work pf-farmed up to ]arwary 32, 2009 iLontad Nl me nn! Phnr e r The schedule file is uploaded to the directory. Ali email is sent to the City's Project Manager and Project Control Specialist. her i�rrnyr�+ oll�nr � a � 6Ole l-Raxseeii oiaa�aue—rr�rove�n, � n J='IF a rrrl �e.3Qonses ] ri ru.n uc6un L%F i.o.�yy>a�arP 4: rJ %.rtrr�ti Carraac: CwcuTen-s and Soeu as u v23-1 a,o._s + J "M M—e gs - 4+1'Krr3ks ?l IIGNiflassee:�rarNge?n"gA9YMr LJ :iurr� ';: � oo7os-urban rdrayescmtra: [3urtar 9xl .. fjelms-ln4an VdlayesEenh'a!r�slr save R W7a6-i. h-VRaq-SECL.s Berry Rn AA786-taban bi1c9C65[CW5�Y dear Ea �- � EK1730-Sazxtar/SCY:er ReleaF�Cmbad L} ;_ � W755-�tesg5?e Rd2�cta Year ljbe I oax>a-fdaks Road-&Varrt Gwn ro Csar. 00778 -£c6ow Ch.—A t f Upload the PDF file using the same guideline. END OF SECTION 16r3S1 Mcroeot 74,25raxn�e 11�R 1?�1d9 4 rul CITY OF FORT WORTH W&SS Rep] Contract 2019 WSM-A (Lead Svcs D-1) STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CPN 102168 Revised JULY 20, 2018 003215A-0 CONSTRUCTION PROGRESS SCIIt )ULE—SUBMITTALPROCESS Pagc 7 oT7 Revision Log DATE NAME SUMMARY OF CHANGE July 20, 2018 M. JalTell Initial Issue CTCY OF FORT WORTH W&SS Rep] Contract 2019 WSM-A (Lead Svcs D-] ) STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CPN 102169 Revised JULY 20, 2018 003215-0 CONSTRUCTION PROGRESS SCHEDULE SECTION 00 32 15 CONSTRUCTION PROJECT SCHEDULE PART1- GENERAL 1.1 SUMMARY Page 1 of 10 A. Section Includes. 1. General requirements for the preparation, submittal, updating, status reporting and management of the Construction Project Schedule B. Deviations from this City of Fort Worth Standard Specification 1. None. C. Related Specification Sections include, but are not necessarily limited to: 1. Division 0 —Bidding Requirements, Contract Forms and Conditions of the Contract 2. Division 1 — General Requirements D. Purpose The City of Fort Worth (City) is committed to delivering quality, cost-effective infrastructure to its citizens in a timely manner. A key tool to achieve this purpose is a properly structured schedule with accurate updates. This supports effective monitoring of progress and is input to critical decision making by the project manager throughout the life of the project. Data from the updated project schedule is utilized in status reporting to various levels of the City organization and the citizenry. This Document complements the City's Standard Agreement to guide the construction contractor (Contractor) in preparing and submitting acceptable schedules for use by the City in project delivery. The expectation is the performance of the work follows the accepted schedule and adhere to the contractual timeline. The Contractor will designate a qualified representative (Project Scheduler) responsible for developing and updating the schedule and preparing status reporting as required by the City. 1.2 PRICE AND PAYMENT PROCEDURES A. Measurement and Payment 1. Work associated with this Item is considered subsidiary to the various items bid. No separate payment will be allowed for this Item. 2. Non-compliance with this specification is grounds for City to withhold payment of the Contractor's invoices until Contractor achieves said compliance. 1.3 REFERENCES A. Project Schedules Each project is represented by City's master project schedule that encompasses the entire scope of activities envisioned by the City to properly deliver the work. When the City contracts with a Contractor to perform construction of the Work, the Contractor CITY OF PORT WORTH W&SS Rep] Contract 2019 WSM-A (Lead Svcs D-1) STANDARD SPECIFICATION CPN 102169 Revised JULY 20, 2018 003215-0 CONSTRUCTION PROGRESS SCHEDULE Page 2 or 10 will develop and maintain a schedule for their scope of work in alignment with the City's standard schedule requirements as defined herein. The data and information of each such schedule will be leveraged and become integral in the master project schedule as deemed appropriate by the City's Project Control Specialist and approved by the City's Project Manager. Master Project Schedule The master project schedule is a holistic representation of the scheduled activities and milestones for the total project and be Critical Path Method (CPM) based. The City's Project Manager is accountable for oversight of the development and maintaining a master project schedule for each project. When the City contracts for the design and/or construction of the project, the master project schedule will incorporate elements of the Design and Construction schedules as deemed appropriate by the City's Project Control Specialist. The assigned City Project Control Specialist creates and maintains the master project schedule in P6 (City's scheduling software). 2. Construction Schedule The Contractor is responsible for developing and maintaining a schedule for the scope of the Contractor's contractual requirements. The Contractor will issue an initial schedule for review and acceptance by the City's Project Control Specialist and the City's Project Manager as a baseline schedule for Contractor's scope of work. Contractor will issue current, accurate updates of their schedule (Progress Schedule) to the City at the end of each month throughout the life of their work. B. Schedule Tiers The City has a portfolio of projects that vary widely in size, complexity and content requiring different scheduling to effectively deliver each project. The City uses a "tiered" approach to align the proper schedule with the criteria for each project. The City's Project Manager determines the appropriate schedule tier for each project, and includes that designation and the associated requirements in the Contractor's scope of work. The following is a summary of the "tiers". 1. Tier 1: Small Size and Short Duration Project (design not required) The City develops and maintains a Master Project Schedule for the project. No schedule submittal is required from Contractor. City's Project Control Specialist acquires any necessary schedule status data or information through discussions with the respective party on an as -needed basis. Tier 2: Small Size and Short to Medium Duration Project The City develops and maintains a Master Project Schedule for the project. The Contractor identifies "start" and "finish" milestone dates on key elements of their work as agreed with the City's Project Manager at the kickoff of their work effort. The Contractor issues to the City, updates to the "start" and "finish" dates for such milestones at the end of each month throughout the life of their work on the project. Tier 3: Medium and Large Size and/or Complex Projects Regardless of Duration The City develops and maintains a Master Project Schedule for the project. The Contractor develops a Baseline Schedule and maintains the schedule of their respective scope of work on the project at a level of detail (generally Level 3) and in CITY OF FORT WORTH W&SS Repl Contract 2019 WSM-A (Lead Svcs D-1) STANDARD SPECIFTCATTON CPN 102168 Revised JULY 20, 2018 003215-0 CONSTRUCTION PROGRESS SCHEDULE Page 3 of 10 aligrunent with the WBS structure in Section 1.4.11 as agreed by the Project Manager. The Contractor issues to the City, updates of their respective schedule (Progress Schedule) at the end of each month throughout the life of their work on the project. C. Schedule Types Project delivery for the City utilizes two types of schedules as noted below. The City develops and maintains a Master Project Schedule as a "baseline" schedule and issue monthly updates to the City Project Manager (end of each month) as a "progress" schedule. The Contractor prepares and submits each schedule type to fulfill their contractual requirements. Baseline Schedule The Contractor develops and submits to the City, an initial schedule for their scope of work in alignment with this specification. Once reviewed and accepted by the City, it becomes the "Baseline" schedule and is the basis against which all progress is measured. The baseline schedule will be updated when there is a change or addition to the scope of work impacting the duration of the work, and only after receipt of a duly authorized change order- issued by the City. In the event progress is significantly behind schedule, the City's Project Manager may authorize an update to the baseline schedule to facilitate a more practical evaluation of progress. An example of a Baseline Schedule is provided in Specification 00 32 15.1 Construction Project Schedule Baseline Example. 2. Progress Schedule The Contractor updates their schedule at the end of each month to represent the progress achieved in the work which includes any impact from authorized changes in the work. The updated schedule must accurately reflect the current status of the work at that point in time and is referred to as the "Progress Schedule". The City's Project Manager and Project Control Specialist reviews and accepts each progress schedule. hI the event a progress schedule is deemed not acceptable, the unacceptable issues are identified by the City within 5 working days and the Contractor must provide an acceptable progress schedule within 5 working days after receipt of non -acceptance notification. An example of a Progress Schedule is provided in Specification 00 32 15.2 Construction Project Schedule Progress Example. 1.4 CITY STANDARD SCHEDULE REQUIREMENTS The following is an overview of the methodology for developing and maintaining a schedule for delivery of a project. A. Schedule Framework The schedule will be based on the defined scope of work and follow the (Critical Path Methodology) CPM method. The Contractor's schedule will align with the requirements of this specification and will be cost loaded to reflect their plan for execution. Overall schedule duration will align with the contractual requirements for the respective scope of work and be reflected in City's Master Project Schedule. The Project Number and Name of the Project is required on each schedule and must match the City's project data. B. Schedule File Name CITY OF FORT WORTH W&SS Rep] Contract 2019 WSM-A (Lead Svcs D-1) STANDARD SPECIFICATION CI'N 102168 Revised JUL.Y 20, 2018 003215-0 CONSTRUCTION PROGRESS SCHEDULE Page 4 of' 10 All schedules submitted to the City for a project will have a file name that begins with the City's,prgject number followed by the name of the 1)roject 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 I-MAC_2018_01 • Project Schedule Progress Narrative File Name Format: City Project Number Project Name PN YYYY-MM Example: 101376 North Montgomery Street HMAC_ PN 2018 01 C. 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 D. Schedule Calendar 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 alter 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 the basis for their schedule. Variations between the City's calendar and the Contractor's calendar must be resolved prior to the City's acceptance of their Baseline project schedule. E. WBS & Milestone Standards for Schedule Development The scope of work to be accomplished by the Contractor is represented in the schedule in the form of a Work Breakdown Structure (WBS). The WBS is the basis for the development of the schedule activities and shall be imbedded and depicted in the schedule. CITY OF FORT WORFH W&SS Repl Contract STANDARD SPECIFICATION 2019 WSM-A (Lead Revised JULY 20, 2018 Svcs D-1) CPN 102168 003215-0 CONSTRUCTION PROGRESS SCI IEDULE Page 5 of 10 The following is a summary of the standards to be followed in preparing and maintaining a schedule for project delivery. Contractor is required to utilize the City's WBS structure and respective project type template for "Construction" as shown in Section 1.4.11 below. Additional activities may be added to Levels I - 4 to accommodate the needs of the organization executing the work. Specifically the Contractor will add activities under WBS XXXXXX.80.83 "Construction Execution" that delineates the activities associated with the various components of the work. 2. Contractor is required to adhere to the City's Standard Milestones as shown in Section 1.4.I below. Contractor will include additional milestones representing intermediate deliverables as required to accurately reflect their scope of work. F. Schedule Activities Activities are the discrete elements of work that snake up the schedule. They will be organized under the umbrella of the WBS. Activity descriptions should adequately describe the activity, and in some cases the extent of the activity. All activities are logically tied with a predecessor and a successor. The only exception to this rule is for "project start" and "project finish" milestones. The activity duration is based on the physical amount of work to be performed for the stated activity, with a maximum duration of 20 working days. If the work for any one activity exceeds 20 days, break that activity down incrementally to achieve this duration constraint. Any exception to this requires review and acceptance by the City's Project Control Specialist. G. Change Orders When a Change Order is issued by the City, the impact is incorporated into the previously accepted baseline schedule as an update, to clearly show impact to the project timeline. The Contractor submits this updated baseline schedule to the City for review and acceptance as described in Section 1.5 below. Updated baseline schedules adhere to the following: 1. Time extensions associated with approved contract modifications are limited to the actual amount of time the project activities are anticipated to be delayed, unless otherwise approved by the Program Manager. 2. The re-baselined schedule is submitted by the Contractor within ten workidays after the date of receipt of the approved Change Order. 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. H. City's Work Breakdown Structure CITY OF FORT WORTH W&SS Rep] Contract 2019 WSM-A (Lead Svcs D-1) STANDARD SPECIFICATION CPN 102168 Revised JULY 20, 2018 003215-0 CONSTRUCTION PROGRESS SCHEDULE Page 6 of 10 WBS Code WBS Name XXXXXX Project Name XXXXXX.30 Design XXXXXX.30.10 Design Contractor Agreement XXXXXX.30.20 Conceptual Design (30%) XXXXXX.30.30 Preliminary Design (60%) XXXXXX.30.40 Final Design XXXXXX.30.50 Environmental XXXXXX.30.60 Permits XXXXXX.30.60.10 Permits - Identification XXXXXX.30.60.20 Permits - Review/Approve XXXXXX.40 ROW & Easements XXXXXX.40.10 ROW Negotiations XXXXXX.40.20 Condemnation XXXXXX.70 Utility Relocation XXXXXX.70.10 Utility Relocation Co-ordination XXXXXX.80 Construction XXXXXX.80.81 Bid and Award XXXXXX.80.83 Construction Execution XXXXXX.80.85 Inspection XXXXXX.80.86 Landscaping XXXXXX.90 Closeout XXXXXX.90.10 Construction Contract Close-out XXXXXX.90.40 Design Contract Closure I. 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. Activity ID Activi Name Design 3020 Award Design Agreement 3040 Issue Notice To Proceed - Design Engineer 3100 Design Kick-off Meeting 3120 Submit Conceptual Plans to Utilities, ROW, Traffic, Parks, Storm Water, Water & Sewer 3150 Peer Review Meeting/Design Review meeting (technical) 3160 Conduct Design Public Meeting III (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 42 (required) 3260 Preliminary Design Complete CITY OF FORT WORTH W&SS Rep] Contract 2019 WSM-A (Lead Secs D-1) STANDARD SPECIFICATION CPN 102168 Revised J ULY 20, 2018 003215-0 CONSTRUCTION PROGRESS SCHEDULE Page 7 or] 0 3310 Submit Final Design to Utilities, ROW, Traffic, Parks, Storm Water, Water & Sewer 3330 Conduct Design Public Meeting #3 (if required) 3360 Final Design Complete ROW & Easements 4000 Right of Way Stab: 4230 Right of Way Complete Utility Relocation 7000 Utilities Start 7120 Utilities Cleared/Complete Construction Bid and Award 8110 Start Advertisement 8150 Conduct Bid Opening 8240 Award Construction Contract Construction Execution 8330 Conduct Construction Public Meeting #4 Pre -Construction 8350 Construction Start 8370 Substantial Completion 8540 Construction Completion 9130 Notice of Completion/Green Sheet 9150 Construction Contract Closed 9420 Design Contract Closed 1.5 SUBMITTALS A. Schedule Submittal & Review The City's Project Manager is responsible for reviews and acceptance of the Contractor's schedule. The City's Project Control Specialist is responsible for ensuring alignment of the Contractor's baseline and progress schedules with the Master Project Schedule as support to the City's Project Manager. The City reviews and accepts or rejects the schedule ►vithin ten workdays of Contractor's submittal. Schedule Format The Contractor will submit each schedule in two electronic forms, one in native file format (.xer, .xm1, .mpx) and the second in a pdf format, in the City's document management system in the location dedicated for this purpose and identified by the Project Manager. In the event the Contractor does not use Primavera P6 or MS Project for scheduling purposes, the schedule information must be submitted in .x1v or .xlsx format in compliance with the sample layout (See Specification 00 32 115.1 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 lvithin ten workdays of the Notice of Award. CITY OF FORT WORTH W&SS Rep] Contract 2019 WSM-A (Lead Svcs D-1) STANDARD SPECIFICATION Cl'N 102168 Reviscd JULY 20, 2018 003215-0 CONSTRUCTION! PROGRESS SCHEDULE Page 8 of 10 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 and progress. The following list of items are required to ensure proper status information is contained in the Progress Schedule. • Baseline Start date Baseline Finish Date • % Complete • Float • Activity Logic (dependencies) • Critical Path • Activities added or deleted • Expected Baseline Finish date s. Variance to the Baseline Finish Date B. Monthly Construction Status Report The Contractor submits a written status report (referred to as a progress narrative) at the end of each month to accompany the Progress Schedule submittal, using the standard format provided in Specification 00 32 15.3 Construction Project Schedule Progress Narrative. The content of the Construction Project Schedule Progress Narrative should be concise and complete to: • Reflect the current status of the work for the reporting period (including actual activities started and/or completed during the reporting period) • Explain variances from the baseline on critical path activities • Explain any potential schedule conflicts or delays • Describe recovery plans where appropriate o Provide a summary forecast of the work to be achieved in the next reporting period. C. Submittal Process CITY OF FORT WORTH W&SS Repl Contract 2019 WSM-A (Lead Svcs D-1) STANDARD SPECIFICATION CPN t 021 G 8 Revised ]ULY 20, 2018 003215-0 CONSTRUCTION PROGRESS SCHEDULE Page 9 of 10 o Schedules and Monthly Construction Status Reports are submitted in Buzzsaw following the steps outlined in Specification 00 32 15.4 Construction Project Schedule Submittal Process. • Once the project has been completed and Final Acceptance has been issued by the City, no further progress schedules or construction status reports are required from the Contractor. 1.6 ACTION SUBMITTALSANFORMATIONAL SUBMITTALS [NOT USED] 1.7 CLOSEOUT SUBMITTALS [NOT USED] 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 1.9 QUALITY ASSURANCE A. The person preparing and revising the Contractor's Project Schedule shall be experienced in the preparation of schedules of similar complexity. B. Schedule and supporting documents addressed in this Specification shall be prepared, updated and revised to accurately reflect the performance of the Contractor's scope of work. C. The Contractor is responsible for the quality of all submittals in this section meeting the standard of care for the construction industry for similar projects. 1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED] 1.11 FIELD ]SITE] CONDITIONS [NOT USED] 1.12 WARRANTY [NOT USED] 1.13 ATTACHMENTS Spec 00 32 15.1 Construction Project Schedule Baseline Example Spec 00 32 15.2 Construction Project Schedule Progress Example Spec 00 32 15.3 Construction Project Schedule Progress Narrative Spec 00 32 15.4 Construction Project Schedule Submittal Process PART 2 - PRODUCTS INOT USED] PART 3 - EXECUTION [NOT USED] END OF SECTION CITY OF PORT WORTH W&SS Rep] Contract 2019 WSM-A (Lead Svcs D-1) STANDARD SPECIFICATION CPN 102168 Revised JULY 20, 2018 003215-0 CONSTRUCTION PROGRESS SC14EDULE Page 10 of 10 Revision Log DATE NAME SUMMARY OF CHANGE July 20, 2018 M. JatTell Initial Issue CITY OF FORT WORTH W&SS Repl Contract 2019 WSM-A (Lead Svcs D-1) STANDARD SPECIFICATION CPN 102168 Revised JULY 20, 2018 00 35 13 BID FORM Page 1 of 1 SECTION 00 35 13 CONFLICT OF INTEREST AFFIDAVIT Each bidder, offeror, or respondent (hereinafter also referred to as "you") to a City of Fort Worth (also referred to as "City") procurement are required to complete Conflict of Interest Questionnaire (the attached CIO Form) and Local Government Officer Conflicts Disclosure Statement (the attached CIS Form) below pursuant to state law. This affidavit will certify that the Bidder has on file with the City Secretary the required documentation and is eligible to bid on City Work. The referenced forms may also be downloaded from the website links provided below. http,/Iwww,,ethics,state.tx.us/forms/G]Q,P.df nett ,.1/WWW, Lh.iGS.state. .Usfforrr VClS.:df L/J CIO Form is on file with City Secretary ❑ CIQ Form is being provided to the City Secretary LV_i CIS Form is on File with City Secretary CIS Form is being provided to the City Secretary BIDDER: Company Name Here VrG" I�X V1,�jeS�(, By: Printed Name Here Address Here M , Cox ,700 Address Here or Space Af 1� i6r,1-TX wooq City, State Zip Code Here END OF OF SECTION CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Form Revised 20120327 Signature.rft�i9'!_ Title: Title Here �S�l Bid Proposal Workbook 0041 00 BID FORM Pagel of 3 ADDENDUM No. 1 SECTION 00 41 00 BID FORM TO: The Purchasing Manager c/o: The Purchasing Division 200 Texas Street City of Fort Worth, Texas 76102 FOR: Water and Sanitary Sewer Replacement Contract 2019, WSM-A (Lead Svcs D-1) City Project No.: CPN 102168 Units/Sections: Unit 1 - Water Replacements Unit 2 - Sanitary Sewer Replacements 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 W_SS Rep[ Contract 2019 WSM-A (Lead Svcs D-1) Form Revised March 9, 2020 CPN 102168 0041 00 BID FORM Page 2 of 3 ADDENDUM No. 1 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 Distribution, Urban and Renewal, 8-inch diameter and smaller b. Sewer Collection System, Urban and Renewal, 24-inch diameter and smaller c. Sewer CIPP, all sizes d. Asphalt Paving Construction/Reconstruction (LESS THAN 16,000 square yards) e. Manhole Liner (Chesterton or Warren Environmental) 4. Time of Completion 4.1. The Work will be complete for Final Acceptance within 630 days 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 Atfidovit�Statement, Section 00 35 13 *If necessary, CIQ or CIS forms are to be provided directly to City Secretary h. Any additional documents that may be required by Section 12 of the Instructions to Bidders 6. Total Bid Amount 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. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS W_SS Repl Conlract 2019 WSM-A (Lead Svcs D-1) Form Revised March.8, 2020 CPN 102168 00 41 00 BID FORM Page 3 of 3 ADDENDUM No. 1 6.2. It is understood and agreed by the Bidder in signing this proposal that the total bid amount entered below is subject to verification and/or modification by multiplying the unit bid prices for each pay item by the respective estimated quantities shown in this proposal and then totaling all of the extended amounts. Total Bid 7. Bid Submittal This Bid is submitted on 8/6/2020 Respectf ly submitte By: (Signature) James Brent (Printed Name) Title: Estimator Company: Gra-Tex Utilities, Inc. Address: P.O. Box 700 Arlington, TX 76004 State of Incorporation: Texas Email: gratex0-sbegIob.al.net Phone. (817) 276-5800 END OF SECTION $4,781,325.85 by the entity named below. Receipt is acknowledged of the following Addenda: Initial Addendum No. 1: JEB Addendum No. 2: Addendum No. 1 Addendum No, 4: Corporate Seal: CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS W SS Repl Conlracl 2019 WSM-A (Lead Svcs D-11 Form Revised March 9, 2020 CPN 102168 � � aj-dj SECTION 00 42 43 PROPOSAL FORM r&SS Rep[ Contract 2019, WSM-A (Lead Services D-1) CPN 102168 UNI I t-"It t BIL GD 47 4? I311) I'ROMSAL Page I af.S ff-jr, ro PH= .i Addendum No Yrojcci hen; intannation Bidders Proposal Bidiist Item No. Description Specification Section No. Unix of Ivteasarc Bid Qnanlity Unit Price Bid Value WATERUPROVEMENTS 1 3311.0441 12" PVC Water Pipe _ 3311 10, .331112 LF 100 $ 1G0.00 $16,000A0 2- _ 3311.0261 8" PVC Water Pipe _ 3.3 11 1.2 LF 6,211 $ 97.00 $602,467.00 3 3311 0251 8" DIP Water W _ - 33 11 10 LF 48 $ 575.00 _ --- $27,600.00 _ _ - .__. 114 4 3311.0161 6"PVC Water Pipe 33 11 12 _. _ �F_._. $ 85.00 $9,690.00 5 - 33723005 12 Gate Valve -- - - 331220 _... EA. _... 4 $ 2,450.00 - $9,80000 6 3392.30D3 8" Gate Valve - 33 12 20 - - EA - 16 $ 1.,460.00 $23,360.00 7 3312 3Q02 6" Gate Valve 33 12 20 EA - --9 $ 895.00 $8,055.D0 8 3312 0001 Fire Hydrant - - - - 33 12 40.... .. EA--8 $ 4,550.00 $36,400.00 9 3312.2201 2" Water Service, Meter Reconnection ..... ... 3312 1fl . - EA 9 -- - _ ..-... $ 925.00 $2 775,00 _ 10 331.2.2203 2" Water Servlee.331210 EA - 3 $ 3,750.00 _ $11,250.00 11 3312.2003 1"Water Service 331210 - EA 147 $ 1,350.00 $198,450.00 12 13 3312.2004 I" Private Water Service 3312.2Q01 1" Water Service, Meter Reconnection - 33 12 10 33 12 10 LF EA 657 14.8 $ 1.10 $722,70 $ 2G0.00 $38,480.00 - 14 0241. 1118 4"-12" Pressure Plug _ - 02 41 4-... EA 11 $ 1,800.0D $19 800:00 - - _ - 1 15 33D5.0005 12" Waterline Lowering -1 33 Q5 12 f=AA . $ 750.00 $750.00 16 3305A003 8" Waterline Lowering _ -._ . 33 05 12 EA 14 $ 500.00 _ $7 p00 00 17 _. - 3311.0001 Ductile Iron Water Fittings w/ Restraint _ _ - 3311 11 TON 5 $ 10.00 $50.00 18 0241.1001 Water Line Grouting 0241 14 CY 18 - - $ 150.00 $2,700,00 19 3304,0101 Temporary Water Services _ -- - _ -- 33 04 30 _ - LS 1 $ 167,500,00 $167,500.00 20 ...... 3305-0112 Concrete Collar W 330517 ........ -_.n......._ ........ ER_......_ 29 .... $ 475.00 $13,775.OD _ 21 3305.0103 Exploratory Excavation of Existing Utilities _._ 33 05 30 i Ar - - T 110 $ 1,800.00 $18,000,00 .. _22 - --- 00D1 Connect to Exist FDG 99 99 99 EA 1. $ 3,850.00 $3_ z850_-00 23 9999 0002 Connect to Exist Double Detector Check 99 99 99 � EA � � 1 $ 3,850,00 $3,850.00 24 3312.0117 Connection to Existing 4 -l2" Water Main 33 12 25 EA 20 $ 3.850,00 $77,400.00 25 3305,0109 Trench Safety - - 33 05 10 LF 6,383 $ f.23 $7,978.75 26 0241.1510 Remove & Salvage Fire Hydrant 0241 14 _ EA 7 $ 550,00 27 0241.1301 Remove 4" Water Valve 02 41 14 EA 1 $ 365.00 $365.00 28 0241,1302 remove & Salvage 6' Water Valve 0241 14 EA _6 $ 3.65.00 $2,190.00 29 0241.11303 Remove & Salvage 8" Water Valve 0241 14 EA _- -_ .__._5 $. 365..00 $1,825.00 30 0241.1511 Salvage 3J4 Water Meter 02 41.14 - ._ _EA 154 $ 29.00 $4,466.00 31 0241.1512 Salvage 1" Water Meter 02 41 14 EA _ 12 $ 29.04 - $348.00 32 0241.1513 Salvage 1 1/2 Water Meter - _ _- _ _ ... 0241 14 EA 3 $ 29.00 $87.00 33 3305.0202 Imported EmbedmonUBackftif, CSS - - _ 33051_©. __..._..CY__- _ 7 $ 35.00 ..................$24500 34 3305.0203 imported EmbedrnentlBackfill, CLSM 33 05 i0 CY 16 $. 350.00 $5,600,00 11,177 35 3292.0100 Black Sod Placement 32 92 13 SY _ $ 7.00 $8,239,00 36 3291.01 DO Topsoil- 32 91-19 . CY 51 $ 55.00 - $2,805700 37 0241.0100 Remove Sidewalk - - - _ 02 41 13 - SF-- 1,2.... 38 0241.13DD Remove Cane Curb&Gutter ..,._, ..... ..... ... ....... 32 16 13 -LF 1,9 $ 6.65 $:13 113.80 39 3216:0101 6" one Curb Curb and Gutter 321613 LF 2,333 $ 41.50 $96,819:5D 40 0241,0401 Remove Concrete drive _ - 02 41 13 SF 6,261 $ 2.20 $13,774.20 - 6,261 41 32130401 6 Concrete Driveway 321320 SF $ 1.0.10 -- $63,236A0 42 3216.0301 7"Conc Valley Gutter, Residential 32 16 13 SY 105 $ 113.00 $ ! 1 865.00 43 0241 0300 Remove ADA Ramp - _ - ...... .... _ - 0241 13 EA 9 $ 395.00 $3,272.50 _ 1 44 3213.0505 Type R-1 ADA Ramp 32 13 20 EA $ 2,600.00 $2,600,00 45 9999.0003 ADA Ramp 99 99 99 EA 11 $ 2,200.00 $24,200.00 46 3213.0304 4" Cone Sidewalk 32 13 26 SF 1,882 $ 8.15 $15,338.30 47 0241,1506 2" Surface Milling - 024115 SY 5 6,565 $ 3,35 $21,992.75 48 _ 0241_1600 Butt Milling .__ __.... 0241 15 LF. ............... 81 $ 57.50 $4,657.50 CITY OF FORT WORT" STANDARD. CONSTRUCTION SPECIFICATION DOCUMENTS W SS Rep) contract 2019 WSM-A (Lead Svcs D=i) Farm Revised 20120120 CPN t02166 SECTION 00 42 43 PROPOSAL FORM W&SS Repl Contract 2019, WSM-A (Lead Services D-1) CPN 102168 r — - 00 42 43 ❑try PROPFa AL Vage 2 of 5 A.l.i.,,..f.,,..7.7t Project Item ("formation Biddei s Proposal Bidlisi Rem No- Description Specit3ratiun Llitii of ]aid Unit Price }lid Value SCOian.NO. Measure Quantity 49 3212 0302 2' Asphalt Pvmt Type. D_ 32 12 16 SY 12,837 $ 11.35 $145 699 95 50 3305,0111 Valve Box Adjustment - 33 05 14 _ EA _ 14 $ 71.5.00 $10,010.00 51 3305 D108 Nilscelianeous Adjustments Water Motor Box 33 D5 74 EA 9 $ 50.00 $450.OD $ t3.500.00 52 3305 0110 Miscellaneous Adjustments Sprinklers 33 05 14 LS 1 $13,500.00 - 53 3305.0107 Manhole Adjustment Minor wl Collar _ __. __ 33 05 14 EA 3 $ I,400.00 4 200.00 _ _.y- 54 3217.50D1 Curt] Address Patnting 32 17 25 EA 28 $ 70.00 $1,960 00 55 0241 170D 10 Pavement Pulverization 0241 15 _ 5Y -6,122 $ 6,50 $39 793 tl.0 $ 245.0.0 56 3211 0600 Cement Modification 26 Ibslsy 3211 33 TN 80 $19,60000 57 3123 0101 Unclassified Excavation — - -- 31 23 16 CY 25 --- $ 23.25 $58125 $ 52.00 58- 3201 0112 5 WideAsphalt Pvmt Repair, Residential 3201 17 LF 4.230 $219,960.00 _. 59 3201.0201 Asphalt Pvmt Repair Beyond Defined Width, .__ _ _... 32 01 17 _ SY 742 $ 80.00 $59 360.00 3201 0400 Temporary Paving Repair (2" HMAC on 6" Flex _ 60 Base} 3201 18 LF 3,931 $ 91.00 _ $82,551,00 61 3232 0100 Conc Ret Wall with Sidewalk, Face 32 32 13 SF 40 $ 39.50 _ ..... .. . $1,540.00 62 3214 0200 Brick Pvmt Repair _ _ 32 14 16 SY . _......... - 5 $ 400.00 - - _.. $2 900.00 63 0241 1800 Remove Speod Cushion 02 41 15 SY 3D $ 55.00 $1 650.00 64 .,....._ 3217 0305 Pavement Markings, Stop Bar __- _ 32 17 23 LF 63 $ 22.00 $1,386.00 65 9999 0004 Curb Address, Ceramic Tile 99 99 99 EA 5 $ 550.0.0 $2 750-00 66 0171 0001 Construction Staking _.__ _ 01 71 23 LS 1 $ 12,250.00 $12 ,25250- 00 _ - 67 _-.. -999.9 0005 Red -Line As -Built Survey _ -- .01 71 23 LS 1 $ 5,350.00 ...__.. $5,350.00 68 4____�_ 347i.0D01 Traffic Control - - T^ __. _ _._. 3471 13 IVIC $ 1 frS0.00 -----_ _ _ 69 3471.D003 Traffic Control Details _ - y 34 71 13 LS T T 1 $ 500.00 $500.00 70 3125.0101 SWPPP a 1 acre -_. - _ 31 2500 LS $ 2,750.00 g2,750OD $ 150000,00 71 9999..0006 Water Allowance 99 99 99 LS _1 1 $150,000.00 Total Water Improvements $2,403,601..30 _ CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATIOm DOCUMENTS W SS Repl contract 2019 WSM-A (Lead Svcs D-1) Form Revised 2012012fl CPN t02168 00 42 43 131DPROPOSAU. free 3 of 5 SECTION 00 42 43 PROPOSALFORM W&SS Repl Contract 2019, WSM-A (Lead Services D-1) CPN 102168 UNIT PRICE BID Bidder's Application Addendum No, I Froject [tern Information Bidders Prnposal lidlist Item Specification I Unit of Bid X. t7escription Section No. Measure Quantity UnrtPrice Bid Value 3331.4225 18" PVC Sewer Pipe, STIR 26, w/AcCeptab€e 3331 13, 1 Backfill 3331 20, LF 670 - -- 333171 3331.4201 10" PVC Sewer Pipe, SDR 26, w/ Acceptable 3311 10, 2 Backfill 3331 12, LF 20 - - 33 31 20 ... _ ..... - 3311 10, 3 3331A115 8" PVC Sewer Pipe, SDR-26, w/Acceptable Backfill 3331 12, LF 1,457 .. 333120 4 3331.4119 8" DIP Sewer Pipe w/ Protecto 401 Coating 3311 10 LF 341 5 .... ...................... ....... . - _..._.._..._ --,.... ,..,.._ 3331,4119 8" DIP Sewer Pipe w/ Protecto 401 Coating/CSS ......... ........................ _._._ - - Backfill 3311 10 LF 606 . _........................... 6 . -- --- -............. .. .......... ........ - ... _......... _ _ .._. -. 3331.2101 6" CIPP _. _ 33 31 12..... .._._.._.......................................... LF 161 7 33051003 20 Casing By Open CuC 33 05 22 ... LF - 50 8 3:305.1103 20" Casing By Other Than Open Cut --- - 33 05 22 LF 345 9 3339.1001 4' Manhole _. __. 33 39 10, - ____ - EA_. -_ - _ 10 3339 1003 4' Extra DePth Manhole _.. _. _ 333910, VF -22 622 i 1 3339.1101 5' Manhole 33 39 10, - EA 1 12 3339.1004 4' Shallow Manhole 33 39 10, EA - -2 13 3339.0001 Epoxy Manhole Liner - Warren Environmental or VF 89 Chesterton .333960 14 _-. ... - ..,....... . __ ....... 3331.3101 4" Sewer Service . .__ ........................._-_.._ ._ - - --...,..,..,..,........_...._......._.._ _ 33 31 50 ....... ....... . EA ............... 38 15. 3331.1201 Service Reinstatement, CIPP w/service line & two- 33 31 23 EA 7 way cleanout 16 3305.0112 Concrete Cellar 33 05 17 EA 25 17 3301.010i Manhole Vacuum Testing 33 01 30 EA_. 25 18 3341.0103 18` RCP Class ill 3341 10 LF 20 1 _ 19 0241.2101 4"Sewer Abandonment Plug _ __. . - . 02 41 14 - - EA 2 20 ...............-..._..__....._._._._____._. 0241.2102 6" Sewer Abandonment Plug __ -- -- . ................... 0241 14 _. EA . _ 4 21 0241.2104 10' Sewer Abandonment Plug _ _._ ._._.__._.._._......._._..._.._._..........._._..._..................... _.................. ............ 0241 14 . __- - EA - 2 22 - 3331.0102 6" 5ewer Pipe, Point Repair - --- __. ... _.___ 33 31 22, -......- LF .-_........,_ 10 23 .__._.._ .. 0241,2001 Sanitary Line Grouting - __ -- _ .__ .. - _ _.. 02 41 14 __-_ -3.1 CY 16 24 3301.0001 Pre CCTV lnspecttan 33 01 31 W ____ ___ _ LF _- 1,718 25 -- - 3301.0002 Post CCTV Inspection _.._. -- - _. . 33 01 31 LF 3,187 26 3305.0109 Trench Safeiy - __.. - 33 05 10 LF 2.684 27 0241.2201 Remove 4' Sewer Manhole 0241 14 EA 6 28 0241.3013 Remove 18" Siarm Line -__- __ -- _ __ -_ - 02 41 14 LF 20 29 - 3292.0100 Block Sod Placement 32 92 13 SY _ _ . _ - 1,887 30 -.__ .3291.0100 Topsoil _ _. _p _ ....._.,...... .............. 32 91 19 CY 42 $ 31 -_-- _ _.,._- --- - 0241.0300 Remove ADA Ram _ - - - -- - -.4113 02 _. __.EA 8.. 8 -. -, $ 32 - - 3213.0505 Type M 3 Ai3A Ramp - - 32 13 20 - -- EA 2 $ 33 9999.0003 ADA Ramp 99 99 99 EA 11 $ 34 fl241.1300 Remove Co.nc Curb&Gutter 321,613, LF _ - 1 s703 $ 35 3216,0101 6" Cone Curb and Gutter 32 16 13 LF 2,063 $ 36 0241.0401 Remove Concrete Orive - -- _ _ 0241 13 SF 6,100 $ - 37_ 3213.0401 6" Concrote Driveway - 32 13 20 SF 6,100 ;$ $327,825.00 0 380.00 $26,292. _$4,428. 7.00 55,00 385.00 00.00 __ $24,200.00 6.65 $11,324:95 41,50 $85,614.50 2.20 $13,420.00 10.10 $61 610.00 CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS w SS Repl Contract2019 WSM A (Lead Svcs D-1) Farm Revised 20120120 CPN 102160 00 4243 13M PROPOSAL I1.1� 4 or 5 SECTION 00 42 43 PROPOSALFORM W&SS Rep] Contract 2019, WSM-A (Lead Services D-1) CPN 102168 Project Item Information Bidder's Proposal Bidlist Item No, Description Specif cation Unii of }aid Unit Price Bid Value Secimn No. Measure Quantity 38 321& 0301 7" Conc Valley Gutter, Residential 321613 SY 105 $ 113.00 $11,865.00 39 0241.0100 Remove Sidewalk 62 41 13 SF 2,287 $ 2.20 $5,031 40 40 3213 0301 4" onoSidewalk 32 13 20 SF 1,487 $ 8.15 $12,119.05 Ti - 0241 1506 2 Surface Milling - - ...., 02 41 16 ._.. ...... SY ... .. 7_ ,222 $ 3.35 $24,193.70 42 0241.1600 Butt Millie 0241 16 LF 115 $ 57.50 _ - $6,612.50 43 3212.0302 2"AsphaltPvmlTypeO - . _ 32-1216 SY 12,837. $ 11.35 $145,699.95 44 3305.0111 Valve Box Al ustment - 3305 14- EA 15 $ 715,00 $10,725.00 . 45 3305 0108 Miscellaneous Adjustments_ Water Meter Box _ _ 33 05 14 ..._... _-, Ty EA _._ _.._... 9 $50.00 - $45 , - 46 3305.0110 Miscellaneous Adjustments Sprinklers _ 33 05 14 LS 1 8,500-00 _ .__. $8,500.00 47 3305.0107 Manhnlo Adjustment Minor w/ Collar .. _ _ -..-_ _ _ ._ 33 05 14 EA 3 - - - $ 1,400,00 $4,200,00 48 3305,0114_Manhole Adjustment, Major w/ Cover 33 05 14 EA 3 $3 300.00 - $9,900.00 49 3305.0202 Imported Embedment/8ackfill, CSS - - 3305 10 - CY - 15 $130.00 $1,950.00 50 33D5 0203 lmportod Embedment1Backfill CLSM 33 0510 GY 100 - $220,00 - $22 000-op 51 3305.0204 Imported EmbedmenllBackfilt Crushed Rock 33 05 10 CY 120 $40.50 $4 860 DO 52 3305 D207 Imported EmbedmentlBackfill Select Fill T 330510 . CY 15 $11.00 $165.00 53 3217 5001 Curb Address Painting 32 17 25 EA 28 $ 70.00 $1,960.00 54 .,.. _ 9999 0004 Curb Address Ceramic Tile EA _ 5 $550.00 $2,750.00 55 0241 1700 10 Pavement Pulverization 02 41 15 SY 6.122 $ 6.5.0 $39,793.00 56 __... 3211 0600 Cement Modification 26 itss/sy 32 11 33 . .. Thl 80 .._-_._ $ 245..00 - $19,600.00 57 3123 0101 Unclassified Excavation 31 23 16 CY 25 $ 23-25 $581.25 58 - 3201 0112 5' Wide Asphalt Pvmt Repair, Residential ._ .,.. 32 01 17 LF....__ . 25.1_ $ 54,00 $13,554.00 3201 0201 Asphalt Pvmt Repair Beyond Defined Width, Residential 3201 17 SY 674 $ 80.00 $53,920.00 60 3201 0202 Asphalt Pvmt_Repair Beyond Defined Width Arterial 33 01 17 SY 335 _ $99,00 $33,165.00 61 _ 3201.0614 Conc Pvml Repair, Residential _ 32 0129 _._ SY 100 $135.00 $13,500.00 62 3201.04.00 Temporary Paving Repair (2 HMAC on 6 Flex Base) 320118 LF 1,637 ....,.,.... $23,00_--- $37,651.00 63 3305.01.03 Exploratory Excavation of Existing Utilities 33 05 30 EA 12 $1 800.00 $z1,600.00 64 3232 0100 Conc Re[ Walt with Sidewalk, Face 32 32 13 _ SF 45 $38.50 65 3214 D200 Brick Pvmf Repair T T mm... T Y _ ......... .. ..,...._ 32 i4 16 SY 5 $ 400.D0 _$1,732.5,0 $2 000.00 66 3213 0311 4 Conc SldewatkAdjacent to Curb -- - 32 13 20 5F 1ft700 $9.©0 $9 OOO.DO 67 0241.1800 Remove Speed Cushion 0241 15 S 68 0171.0001 Construction Staking - -m ^ T 01 71 23 LS ____ 1 ------- --- --- $10,50D_00 $10,500.00 69 3217.0001 4" SLID Pvmt Marking HAS (W) � „ 321723 23 l F 520 $2.65 .......... 7.... .. p---- ----- 3217 23 t F __. . .,.. ..63 . $22.00.... _ 1. 386.00 71 99.99.0005 Redline As -Built Survey - _ - - -- 01 71 23 LS........ _ ....1 $4,950:00 $4,950.00 72 311D.D102 6"-12" Tree Removal 31 10 OD EA 3 $3,150.00 73 3110.0102 12"-18" Tree Removal 31 10 00 EA 1 $2,190.00 $2100 00 74 9999.0007 Tree Protection - 99 99 99 EA - 3 $275.0D - $825.00 75 9999.0008 Trench Cut Repair for Gravel Alley (2" gravel depth) '99 99 99 SY 186 $28.00 $5,208.00 76 6999.0009 Remove/Replace Decorative Gravel _ _ 99 99 99 CY _ 1 $900,00 $900-.00 77 9099.0010 Relocate Light Pole - - -- 99 99 99 - - - EA _ 1 0 $8,500 Q _. .... _ $a,500-DO 78 9999.0011 Remove and Reset Street Light Pole- - - - - 99 99 99 EA 1 $8,500.00 $8,500 90 79 9999,001.2 Relocate Electric Box 99 99 99 EA 1 -$2,050A0 - _ $2,05000 80 9999.0013 Remove/Replace CMU stack wall - 999909 LS „ 1 $13,50D 00 $13.500.00 81 9999,0014 Remove/Replace Metal Ballard 99 99 99 EA 10 $775_00 $7,750.00 82 3231.0411 4' Wood Fence 32 31 29 - LF- 200 S19.50 $3,900.00 83 9999.0015 Remove/Relocate 6' Wood Fence 99 99 99 LF 50 $25.00 $1,250.00 84...__ . 3231.0123 6' Cllarn Link Fence - - - 32 _ 31 13 -LF- _ 200 . $27.50 $5,500.00 CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS W_SS Rep) Contract 2019 WSM-A (Lead Svcs D-1) Form Revised 20120120 CPN 102161) SECTION 00 42 43 PROPOSALFORM W&SS Repf Contract 2019, WSM-A (Lead Services D-1) CPN 102168 UNIT PRICE DID 00 42.0 Rr0 PROPOSAL, Page 5 of S kddendutn N Projccl flern Information Riddees Proposal Bidlist Item No. Description p Specification unit of Bid UnitPrice Bid Valise section No. Measure Quantity 85 3431.4003 Furnishllnstall Alum Sign Ground Mount City Std 34 41 30 ..... EA 1 $500.00 $500.00 86 47 31 0001 TrafflcConirol _ 3471 13 MQ 9 $1,650.00 S14,850,00 87 3471 0003 Traffic Control Details 34 71 13 LS 1 $500.00, $600.00 88 3471 DD01 traffic Control (6luebonnet CIr) 34 71 13 MO 3 $3 850.00 - $11550-OD 89 3471 0003 Traffic Coniroi Details (eluet�onnet Cir) _ _ _ ______ __ _ 34 71 13 L SS 1 $1.650.00 $1,650-p0 90 3125.0101 SWPPP a 1 acre 31 2500 TLS 1 $2 750.00 . $2 750.00 91_ _ 999S.o016San ila Sewer Allowance 999999 L5 1 $80,000.00 $80,000.00 Total Sanity Sewer Improvements $2,377,724.55 Total Unit 1 - Water Improvements Total Unit 2 - Sanitary Sewer Improvements $2,403,601.30 $2,377,724.55 Total Bid (Unit 1 + Unit 2) 1 $4,781,325.85 END OF SECTION CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS W, 5S Rapt Contract 2019 W5M-A (Lead Svcs DA) Form Revised 20120120 CPN 102168 THE AMERICAN INSTITUTE OF ARCHITECTS AlA Document A310 r KNOW ALL MEN BY THESE PRESENTS, that we Gra-Tex Utilities, Inc. as Principal, hereinafter called the Principal, and Hartford Fire Insurance Company a corporation duly organized under the laws of the State of Texas as Surety, hereinafter called the Surety, are held and firmly bound unto City of Fort Worth_ as Obligee, hereinafter called the Obligee, in the sum of Five Percent of the Greatest Amount Bid- - - - - - - - - Dollars ($ 5% GAB )., for the payment of which sum well and truly to be made, the said Principal and the said Surety, bind ourselves, our heirs, executors, administrators, successors and assigns, jointly and severally, firmly by these presents. WHEREAS, the Principal has submitted a bid for Water and Sanitary Sewer Replacement Contract 2019, WSM-A (Lead Services D-1) NOW, THEREFORE, if the Obligee shall accept the bid of the Principal and the Principal shall enter into a Contract with the Obligee in accordance with the terms of such bid, and give such bond or bonds as may be specified in the bidding or Contract Documents with good and sufficient surety for the faithful performance of such Contract and for the prompt payment of labor and material furnished in the prosecution thereof, or in the event of the failure of the Principal to enter such Contract and give such bond or bonds, if the Principal shall pay to the Obligee the difference not to exceed the penalty hereof between the amount specified in said bid and such larger amount for which the Obligee may in good faith contract with another party to perform the Work covered by said bid, then this obligation shall be null and void, otherwise to remain in full force and effect. Signed and sealed this 41h day of August, 2020 (witness) Gra-Tex tltililles, Inc. (P ' clpaAV (5ea!) By a dwA (Title) President Hartford Fire Insurance Company �..� 1(Suroly) \ h (Sna) . Rhonda Wells (Title) Attorney -in -Fact AIA DOCUMENT A310 0 310 BOND ®AfA.O 0 FEBRUARY 1970 EO 11 THE AMERICAN INSTITUTE OF ARCHITECTS, 1736 N.Y. AVE., N.W.. WASHINGTON, O.C.2000.6 � Direct Inquirles/Claims to: JI kf+�� ;j4+ THE HARTFORD One ' JL _. Hartford, Connectrd icut 06155 Bond.Ctairri% tttehartford.com calla 888-2663409 or fox: 860-757-5835 KNOW ALL PERSONS BY THESE PRESENTS THAT: Agency Name: IN'SURiCA INS MANAGEMENT NETWORK A encyCode: 46-510067 1T! Hartford Fire Insurance Corn pany, a corporation duly organized under the laws ofthe State of Connecticut Hartford Casualty Insurance Company, a corporation duly organized tinder the laws ofthe Slate of Indiana Hartford Accident and Indemnity Company, a corporation duty organized under the laws ofthe State ofCott3tecticut Hartford Underwriters Insurance Company, a corporation duly organized under the laws ofthe State of Connecticut Twin City Fire Insurance Company, a corporation duly organized tinder the laws ofthe State of Indiana 1 Hartford Insurance Company of Illinois, a corporation duly organized under the laws ofthe Stateofltlinois Hartford insurance Company of the Midwest, a corporation duly organized under the laws ofthe State of lndiana Hartford Insurance Company of the Southeast, a corporation dtily organized under the laws ofthe State of'Florida having their home office in Hartford, Connecticut, (hereinafter collectively referred to as the "Companies") do hereby make, consfilute and appoint, up to the amount of unlimited : JIM BARR, ROGER REDDEN, RHONDA WELLS, RUSSELL BOARD of ARLINGTON, TexaS their true and lawful Attorneys) -in -Fact, each in their separate capacity If more than one is named above, to sign its name as surety(tes) only as delineated above by ®, 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. In Witness Whereof, -and as authorized by a Resolution of the Board of Directors of the Companies on May 6, 2015 the Companies have caused these presents to be signed by its Senior Vice President and Its corporate seals to be hereto affixed, duly attested by its Assistant Secretary. Further, pursuant to Resolution of the Board of Directors of the Companies, the Companies hereby unambiguously affirm that they are and will be bound by any mechanically applied signatures applied to this Power of Attorney. Y �sti,� �� .y. � ��tt! fxl4ij � �O aikNN C k•� ig'�91e `'i •Y i��?,.�®•f'�39l � i�i� + � ` __`.N/ �'+n.,,sas jrA'e fi+� � � k'•a,�'a„�lwul $"�ef�.l+_ .. °. John Gray, Assistant Secretary STATE OF CONNECTICUT ss. Hartford COUN-fY OF HARTFORD M. Ross Fisher, Senior Vice President On this 5th day of January, 2018, before me personally came M. Ross Fisher, to me known, who being by me duly sworn, did depose and say; that he resides in the County of Hartford, State of Connecticut; that he is the Senior Vice President of the Companies, the corporations described in and which executed the above instrument; that he knows the seals of the said corporations; that the seals affixed to the said instrument are such corporate seals; that they were so affixed by authority of the Boards of Directors of said corporations and that he signed his name thereto by like authority. ' � Ndrr+97ur ��•.c=�'�--�"; �Y�LU� ,tin.t.� KvtHlzea.T. Maynard Notary Puhlio _ CERfIFICATl My Commiasian Expires July 31,.2021 I, the undersigned, Assistant Vice President of the copy of the Power of Attorney executed by said Companies, Signed and sealed at the City of Hartford• Companies, too HEREBY CERTIFY that they abov and foregoing is a true and correct which Is still in full force effective as of 7 r ; �t t� uS1F r G ' � p ri.�3e9 tum7Q,llp19 d07 o-9t _ Kevin Heckman, Assistant Vice President POA 7018 00 43 37 VENDOR COMPLIANCE TO STATE LAW Page 1 of 1 SECTION 00 43 37 VENDOR COMPLIANCE TO STATE LAW NON RESIDENT BIDDER Texas Government Code Chapter 2252 was adopted for the award of contracts to nonresident bidders. This law provides that, in order to be awarded a contract as low bidder, nonresident bidders (out-of-state contractors whose corporate offices or principal place of business are outside the State of Texas) bid projects for construction, improvements, supplies or services in Texas at an amount lower than the lowest Texas resident bidder by the same amount that a Texas resident bidder would be required to underbid a nonresident bidder in order to obtain a comparable contract in the State which the nonresident's principal place of business is located_ The appropriate blanks in Section A must be filled out by all nonresident bidders in order for your bid to meet specifications_ The failureof 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 !�E€rre144e or h:.-i-4.. our principal place of business, are required to be 94 Here percent lower than resident bidders by State Law. A copy of the statute is attached. Nonresident bidders in the State of Harare How ur Blank,, our principal place of business, are not required to underbid resident bidders. B. The principal place of business do ur company or our parent company or majority owner is In the State of Texas. BIDDER: Gra-Tex Utilities, Inc. P.O. Box 700 Arlington, TX 76004 END OFSBCTION CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Form Revised 20110627 By: James Brent (.Signature) Title: Estimator Date: F k 19 Q w SS Repl Conirac12019 wSM-A (Lead Svcs DA ) CPN 102168 004511-1 BIDDERS I'RFQUALIFICATIONS Page 1 of 3 1 SECTION 00 45 11 2 BIDDERS PREQUALIFICATIONS 4 1. Summary. All contractors are required to be prequalified by the City prior to submitting 5 bids. To be eligible to bid the contractor must submit Section 00 45 12, Prequalification 6 Statement for the work type(s) listed with their Bid. Any contractor or subcontractor who is 7 not prequalified for the work type(s) listed must submit Section 00 45 13, Bidder 8 Prequalification Application in accordance with the requirements below. 9 10 The prequalifica.tion process will establish a bid limit based on a technical evaluation and 11 financial analysis of the contractor. The information must be submitted seven (7) days prior 12 to the date of the opening of bids. For example, a contractor wishing to submit bids on 13 projects to be opened on the 7th of April must file the information by the 31 st day of March 14 in order to bid on these projects. In order to expedite and facilitate the approval of a Bidder's 15 Prequalification Application, the following must accompany the submission. 16 a. A complete set of audited or reviewed financial statements. 17 (1) Classified Balance Sheet 18 (2) Income Statement 19 (3) Statement of Cash Flows 20 (4) Statement of Retained Earnings 21 (5) Notes to the Financial Statements, if any 22 b. A certified copy of the firm's organizational documents (Corporate Charter, Articles 23 of Incorporation, Articles of Organization, Certificate of Formation, LLC 24 Regulations, Certificate of Limited Partnership Agreement). 25 c. A completed Bidder Prequalification Application. 26 (1) The firm's Texas Taxpayer Identification Number as issued by the Texas 27 Comptroller of Public Accounts. To obtain a Texas Taxpayer Identification 28 number visit the Texas Comptroller of Public Accounts online at the 29 foIIowing web address www.window.state.tx.us/taxpeimit/ and fill out the 30 application to apply for your Texas tax ID. 31 (2) The firm's e-mail address and fax number. 32 (3) The firm's DUNS number as issued by Dun & Bradstreet. This number 33 is used by the City for required reporting on Federal Aid projects. The DUNS 34 number may be obtained at www.dnb.com. 35 d. Resumes reflecting the construction experience of the principles of the firm for firms 36 submitting their initial prequalification. These resumes should include the size and 37 scope of the work performed. 38 e. Other information as requested by the City. 39 40 2. Prequalification Requirements 41 a. Financial Statements. Financial statement submission must be provided in 42 accordance with the following: 43 (1) The City requires that the original Financial Statement or a certified copy 44 be submitted for consideration. Crry OF FORT WORTH W & SS Rcpl. Contract 2019, WSM-A (Lead Svcs D-1) STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CPN 102168 Revised July 1, 2011 004511 -2 BIDDERS PR1 QUALIFICATIONS Page 2 of 3 1 (2) To be satisfactory, the financial statements must be audited or reviewed 2 by an independent, certified public accounting firm registered and in 3 good standing in any state. Current Texas statues also require that 4 accounting firms performing audits or reviews on business entities within 5 the State of Texas be properly licensed or registered with the "Texas State 6 Board oFPublic 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 cxchange 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 1s opinion on the statements taken as a whole. 19 (7) The City reserves the right to require a. new statement a( 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 PregualUication !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 "NIA" 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 to Bid 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 e. The City will issue a letter as to the status of the prequalification approval. CrrY OF FORT WORTH W & SS Repl. Conlract 2019, WSM-A (Lead Svcs D-1) STANDARD CONSTR1JCTiON SPECIFICATION DOCUMENTS CPN 102168 Revised July 1, 2011 0045 11 -3 BIDDERS PREQUALIFICATIONS Page 3 of 3 1 d. If a contractor has a valid prequalification letter, the contractor will be eligible to bid 2 the prequalified work types until the expiration date stated in the letter. 3 END OF SECTION CITY OF FORT WORTH W & SS Repl. Contract 2019, WSM-A (Lead Secs D-1) STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CPN 102168 Rcvised July I, 2011 00 45 12 BID FORM Page 1 of t 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 whoa/ they intend to utilize for the major work type(s) listed, Major Work Type Contractor/Subcontractor Company Name Prequalification Expiration Date Water Distribution, Urban and Renewal, 8-inch diameter and Gra-Tex Utilities, Inc. 10/31/2020 smaller Sewer Collection System, Urban and Renewal, 24-inch Gra-Tex Utilities, Inc. 10/31/2020 diameter and smaller Sewer CIPP, all sizes Insituform Technologies, LLC 4/30/2021 Asphalt Paving Construction/Reconstruction (LESS THAN 15,000 square JLB Contracting, LLC 1/1/2021 yards) The undersigned hereby certifies that the contractors and/or subcontractors described in the table above are currently prequalified for the work types listed. Gra-Tex Utilities, Inc_ B :James ent P.O. Box 700 Arlington, TX 76004 (Signature) Title: Estimator Data: END OF SECTION CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS W SS Repl Contract 2019 WSM-A (Lead Svcs D-1) Form Revised 20120120 CPN 102168 FOR]"WORTH SECTION 00 45 13 BIDDER PREQUALIFICATION APPLICATION Date of Balance Sheet Name under which you wish to qualify Post Office Box City Mark only one: Individual Limited Partnership General Partnership Corporation Limited Liability Company State Zip Code Street Address (required) City State Zip Code Telephone Fax Email Texas Taxpayer Identification No. Federal Employers Identification No. DUNS No. (if applicable) MAIL THIS QUESTIONAIRE ALONG WITH FINANCIAL STATEMENTS TO: CITY OF FORT WORTH TEXAS 200 TEXAS STREET FORT WORTH, TEXAS 76102-631 1 AND MARK THE ENVELOPE: "BIDDER PREQUALIFICATION APPLICATION" 0045 13 BIDDER PREQUALIF]CATION APPLICATION Page 2 or 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) I las 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 prequalif€cd. 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 CCTV, 42-inches and smaller CCTV, 48-inches and smaller CITY OF FORT WORTH W&SS Rep] Contract 2019 WSM-A (Lead Svcs n-] ) STANDAY,I) CONSTRUCTION SPECIFICATION DOCUMENTS CPN 102168 Revised March 9, 2020 0045 13 BIDDER PREQUALIFICATION APPLICATION Page 3 of 8 MAJOR WORK CATEGORIES, CONTINUED X 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 X Sewer Interceptors, Urban/Renewal, 24-inches and smaller Sewer hnterceptors, 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 X 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 X 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 CITY OF PORT WORTH W&SS Rep[ Contract 2019 WSM-A (Lead Svcs D-1) STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CPN 102168 Revised March 9, 2020 0045 13 BIDDER PREQUALIFICATION APPLICATION Page 4 of 8 1. List equipment you do not own but which is available by renting DESCRIPTION OF EQUIPMENT I NAME AND DETAILED ADDRESS OF OWNER I -low many years has your organization been in business as a general contractor under your present name? List previous business names: 3. How many years of experience in had: construction work has your organization (a) As a General Contractor: (b) As a Sub -Contractor: 4. *What projects has your organization completed in Texas and elsewhere? CONTRACT AMOUNT CLASS OF WORK DATE COMPUTED LOCATION CITY -COUNTY- STATE NAME AND DETAILED ADDRESS OF OFFICIAL TO WHOM YOU REFER *If requalifying only show work performed since last statement. 5. Have you ever failed to complete any work awarded to you? If so, where and why? 6. Has any officer or owner of your organization ever been an officer of another organization that failed to complete a contract? If so, state the name of the individual, other organization and reason 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 W&SS Repi Contract 2019 WSM-A (Lead Sves D-1) STANDARD CONSTRUCTION SPECIFICATION DOCUMI NTS CPN 102168 Revised March 9. 2020 0045 13 BIDDER PRI?QUALIFICATION 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 trom whom you have purchased principal materials during the last three years. NAME OF FIRM OR COMPANY J DETAILED ADDRESS 11. Give the names of any affiliates or relatives currently debarred by the City. Indicate your relationship to this person or firm. 12. What is the construction experience of the principal individuals in your organization? NAME PRESENT POSITION OR OFFICE YEARS OF EXPERIENCE MAGNITUDE AND TYPE OF WORK IN WHAT CAPACITY 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 WOKM W&SS Rep[ Contract 2019 WSM-A (T.cad Svcs D-1) STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CPN 102168 Revised March 9, 2020 0045 13 DIDDER PREQUALIFICATION APPLICATION Page b of 8 CORPORATION BLOCK PARTNERSHIP BLOCK If a corporation: Date of Incorporation Charter/File No. President Vice Presidents If a partnership: State of Organization Date of organization Is partnership general, limited, or registered limited liability partnership? File No. (if Limited Partnership) Gcncral Partners/Officers Secretary Treasurer Limited Partners (if applicable) LIMITED LIABILITY COMPANY BLOCK If a corporation: State of Incorporation Date of organization File No. Officers or Managers (with titles, if any) Individuals authorized to sign for Partnership Except for limited partners, the individuals listed in the blocks above are presumed to have full signature authority for your firm unless otherwise advised. Should you wish to grant signature authority for additional individuals, please attach a certified copy of the corporate resolution, corporate minutes, partnership agreement, power of attorney or other legal documentation which grants this authority. CfrY OF FORT WORTH W&SS Rep[ Conti act 2019 WSM-A (Lead Svcs D-1) STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CNN 102168 Revised March 9, 2020 14. Equipment 00 45 13 BIDDER PREQUALIFICATION APPLICATION Pagc 7 of 8 TOTAL ITEM QUANTfITY ITEM DESCRIPTION BALANCESHEET VALUE 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 Various - TOTAL 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. CITY OF TORT WORTH W&SS Rep] Contract 2019 WSM-A (Lead Svcs D-1) STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CPN 102168 Revised March 9.2020 00 4� 13 BIDDER PRLQUALIFICATION APPLICATION Paec R of R BIDDER PREQUALIFICATION AFFIDAVIT S"1'ATE OF COUNTY Oh 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 arc collect 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 WORTII W&SS Repl Contract 2019 WSM-A (Lead Svcs D-1) STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CPN 102168 Revised March 9. 2020 00 45 26 - I CONTRACTOR COMPLIANCE WITH WORKER'S COMPENSATION LAW Page I of I I SECTION 00 45 26 2 CONTRACTOR COMPLIANCE WITH WORKER'S COMPENSATION LAW 3 Pursuant to Texas Labor Code Section 406.096(a), as amended, Contractor certifies that it 4 provides worker's compensation insurance coverage for all of its employees employed on City 5 Project No. 101003. Contractor further certifies that, pursuant to Texas Labor Code, Section 6 406.096(b), as amended, it will provide to City its subcontractor's certificates of compliance with 7 worker's compensation coverage. 8 9 CONTRACTOR: 11 G rci— 1 x � i.. t_ es —LIC, By: cJCA 12 Company (Plea 13 %se 3rint) 14,�� 4 do Signature: _ d", 15 Address16 r� J� 17 Al �n to �l �,�14 "Title: _ L1 t,13C4 JdY 18 City/Sta e/Zip _ (Please Print) 19 20 21 T.HF STATE OF TEXAS § 22 23 COUNTY OF TARRANT § 24 25 BEFORE, ME, the undersigned authority, on this day personally appeared 26 _.�. t�+�..__._._...._..._-.._..._.__. _ known to me to be the person whose name is 27 subscribed to the foregoing instrument, and acknowledged to me that he/she executed the same as 28 the act and deed of � - �'�j�� for the purposes and 29 consideration _therein expressed and in the capacity therein stated. 30 31 GIVEN UNDER MY HAND AND SEAL OF OFFICE this l day of 32 , 2070, 33 34 35 36 Qotarypuhlie in ra . for the State of Texas 37 c;r GREG H11GDIWL, SR, 38 L+'.ND OF SECTION �-'` ,�1� ~•: My t obq 1D # 128160M -` Expires Fetlruary 1, 2022 39 CITY OF FORT WORTH W&SS Repl. Contract 2019, WSM-A (1-cad Svcs D-1) STANDARD CONSTRUCI'ION SPFCII=ICATION DOCUMENTS CPN 102168 Revised July 1, 2011 00 45 40 - 1 Minority Business Enterprise Specifications Page I of 2 I SECTION 00 45 40 2 TEMPORARY REVISION 4/6/2020 (COVID-I9) 3 Minority Business Enterprise Specifications 4 APPLICATION OF POLICY 5 If the total dollar value of the contract is greater than $50,000, then a MBE subcontracting goal is 6 applicable. 8 9 POLICY STATEMENT 10 It is the policy of the City of Fort Worth to ensure the full and equitable participation by Minority I ] Business Enterprises (MBE) in the procurement of all goods and services. All requirements and 12 regulations stated in the City's current Business Diversity Enterprise Ordinance apply to this bid. 13 14 MBE PROJECT GOALS 15 The City's MBE_ goal on this project is 7% of the total bid value of the contract (Base bid applies to Parks and Community Services). 17 18 Note: If both MBE AWLSBE subcontracting goals are established for this project, then an Offeror 19 must submit both a MBE Utilization Form and a SBE Utilization Form to be deemed responsive. 20 21 COMPLIANCE. TO BID SPECIFICATIONS 22 On City contracts $50,000 or more where a MBE subcontracting goal is applied, Offerors are required to 23 comply with the intent of the City's Business Diversity Enterprise Ordinance by one of the following: 24 1. Meet or exceed the above stated MBE goal through MBE subcontracting participation, or 25 2. Meet or exceed the above stated MBE goal through MBE Joint Venture participation, or 26 3. Good Faith Effort documentation, or; 27 4. Prime Waiver documentation. 28 29 SUBMITTAL OF REQUIRED DOCUMENTATION 30 The applicable documents must be received by the assigned City of Fort Worth Project Manager or 31 Department Designee, within the following times allocated, in order for the entire bid to be considered 32 responsive to the specifications. The Offeror shall EMAIL the MBE documentation to the assigned City 33 of Fort Worth Project Manager or Department Designee. A_ faxed copy will not be accepted. 34 35 1. Subcontractor Utilization Form, if received no later than 2:00 p.m., on the second City business goal is met or exceeded: day after the bid opening date, exclusive of the bid opening date. 2. Good Faith Effort and received no later than 2:00 p.m., on the second City business Subcontractor Utilization Form, if day after the bid opening date, exclusive of the bid opening participation is less than statedgoal: date. 3. Good Faith Effort and received no later than 2:00 p.m., on the second City business Subcontractor Utilization Form, if no day after the bid opening date, exclusive of the bid opening MBE participation: date. 4. Prime Contractor Waiver Form, received no later than 2:00 p.m., on the second City business if you will perform all day after the bid opening date, exclusive of the bid opening contracting/supplier work: date. CITY OF FORT WORTH W_SS Rep] Contract 2019 WSM-A (Lead Svcs D-1) STANDARD CONSTRUCTION SPECTFICATION DOCUMENTS CPN 102168 Temporarily Revised April 6, 2020 due to COVTD19 P.mergency 004540-2 Minority Business Enterprise Specifications Page 2 of 2 5. Joint Venture form, if goal is met received no Eater than 2:00 p.m., on the Second City business or exceeded. 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-RESONSIVE TO SPECIFICATIONS. FAILURE TO SUBMIT THE REQUIRED MBE DOCUMENTATION WILL RESULT IN THE BID BEING CONSIDERED NON -RESPONSIVE. A SECOND FAILURE WILL RESULTIN THE OFFEROR BEING DISQUALIFIED FOR A PERIOD OF ONE YEAR. THREE FAILURES IN A FIVE YEAR PERIOD WILL RESULT IN A DISQUALIFICAITON PERIOD OF THREE YEARS. 7 Any Questions, Please Contact The BDE Office at (817) 392-2674. 8 END OF SECTION CITY OF FORT WORTH W_SS Rep] Contract 2019 WSM-A (Lead Svcs D-1) STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CPN 102168 Temporarily Revised April 6, 2020 due to COVIDI9 Emergency 00 52 43 - 1 Agreement Page I of 5 SECTION 00 52 43 AGREEMENT THIS AGREEMENT, authorized on 09/22/20 is made by and between the City of Forth Worth, a. Texas holne rule municipality, acting by and through its duly authorized City Manager, ("City"), and Gra-Tex Utilities Inc., authorized to do business in Texas, acting by and through its duly authorized representative, ("Contractor"). City and Contractor, in consideration of the mutual covenants hereinafter set forth, agree as follows: Article 1. WORD 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 and Sanitary Sewer Replacement Contract 2019 WSM-A (Lead Services Replacement D-D City Project Number 102168 Article 3. CONTRACT PRICE City agrees to pay Contractor for performance of the Work in accordance with the Contract Documents an amount, in current finds, of Four Million Seven hundred Eight -one Thousand Three Hundred Twenty-five Dollars and 85/100 Dollars ($4,781,325,85). Article 4. CONTRACT TIME 4.1 Final Acceptance. The Work will be complete for Final Acceptance within 630 days after the date when the Contract Time commences to run, as provided in Paragraph 2.03 of the General Conditions, plus any extension thereof allowed in accordance with Article 12 of the General Conditions. 4.2 Liquidated Damages Contractor recognizes that thne is of the essence for completion of Milestones, if any, and to achieve Final Acceptance of the Work and City will suffer financial loss 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 Thir Dollars ($630.00) 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 and Sanitary Sewer Replacement Contract 2019 WSM-A STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CPN 102169 Revised 09/06/2019 00 52 43 - 2 Agreement Page 2 of 5 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 tbis Agi-eetnelit: a. Bid Form 1) Proposal Forin 2) Vendor Compliance to State Law Non Resident Bidder 3) Prequaiification Statement 4) State and Federal documents (project specific) b. Current Prevailing Wage Rate Table c. Insurance ACORD Form(s) d. Payment Bond e. Performance Bond f. Maintenance Bond g. Power of Attorney for the Bonds h. Worker's Compensation Affidavit i. MBE and/or SBE Utilization Form 3. General Conditions. 4. Supplementary Conditions. 5. Specifications specifically made a part of the Contract Documents by attachment or, if not attached, as incorporated by reference and described in the Table of Contents of the Project's Contract Documents. 6. Drawings. 7, Addenda. 8. Documentation submitted by Contractor prior to Notice of Award. 9. The following which may be delivered or issued after the Effective Date of the Agreement and, if issued, become an incorporated part of the Contract Documents: a. Notice to Proceed. b. Field Orders. c. Change Orders. d. Letter of Final Acceptance. Article 6. INDEMNIFICATION 6.1. Contractor covenants and agrees to indemnify, hold harmless and defend, at its own expense, the city, its officers, servants and employees, from and against any and all claims arising out of, or alleged to arise out of, the worlc and services to be performed by the contractor, its officers, agents, employees, subcontractors, licenses or invitees under this contract. This indemnification provision is specifically intended tooperate and be effective even if it is alleged or proven that all or some of the damages bein>; sought were caused, in whole or in part, by any act, omission or neglil4ence of the ciiy. This indemnity provision is intended to include, without limitation, indemnity for costs, expenses and legal fees incurred by the city in defending against such claims and causes of actions. CITY OF FORT WORTH Water and Sanitary Sewer Replacement Contract 2019 WSM-A STANDARD CONSTRUG11ON SPECIFICATION DOCUMENTS CPN 102168 Revised 09/06/2019 00 52 43 - 3 Agreement Page 3 of 5 6.2 Contractor covenants and agrees to indemnify and bold harmless, at its own expense, the city, its officers, servants and employees, from and against any and all loss, dainage or destruction of property oftile city, al ising out of, or alleged to arise out of, the rvork and services to be performed by the contractor, its officers, agents, employees, subcontractors, licensees or invitees under this contract. This indemnification provision is specifically intended to operate and he effective even if it is allelzed or pro`rett that all or some of the damages being sought were caused, in whole or in part, by any act omission or negligence of the city. Article 7. MISCELLANEOUS T 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. 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 retraining provisions shall continue to be valid and binding upon CITY and CONTRACTOR. TS 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 Sigh. Contractor shall attach evidence of authority to sign Agreement if signed by someone other than the duly authorized signatory of the Contractor. 7.7 Prohibition On Contracts With Companies Boycotting Israel. Contractor acknowledges that in accordance with Chapter 2270 of the Texas Government Code, 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. CITY OF FORT WORTH Water and Sanitary Sewer Replacement Contract2019 WSM-A STANDARD CONSTRUC'NON SPECIFICATION DOCUMENTS CPN 102168 Revised 09/06/2019 00 52 43 - 4 Agmement Page 4 of 5 The terms "boycott Israel" and "company" shall have the meanings ascribed to those terms in Section 808.001 of the Texas Govermraent Code. By signing this contract, Contractor' certifies that Contractor's signature provides written verification to lite C'ify that Coiatraclor: (1) does not boycott Israel; and (2) will not boycott Israel drrrirtg the term of the contract 7.8 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 HARMLE FROM ANY PENALTIES, LIABILITIES, OR LOSSES DUE, TO VIOLATIONS OF THIS PARAGRAPH BY CONTRACTOR, CONTRACTOR'S EMPLOYEES, ,SUBCONTRACTORS, AGENTS, OIL LICENSEES. City, upon written notice to Contractor, shall have the right to immediately terminate this Agreement for violations of this provision by Contractor. 7.9 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. 7.10 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 contractor's or other entities, and do not relieve the construction contractors or any other entity of their obligations, duties, and responsibilities, including, but not limited to, all construction methods, means, techniques, sequences, and procedures necessary for coordinating and completing all portions of the construction work in accordance with the Contract Documents and any health or safety precautions required by such construction work. The Engineer and its personnel have no authority to exercise any control over any construction contractor or other entity or their employees in connection with their work or any health or safety precautions. SIGNATURE PAGE TO FOLLOW CITY OF FORT WORTH Water and Sanitary Sewer Replacement Contract 2019 WSM-A STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CPN 102168 Revised 09106/2019 005243-5 Agreement Page 5 of 5 IN WITNESS WHEREOF, City and Contractor have each executed this Agreement to be effective as of the date subscribed by the City's designated Assistant City Manager (" Effective Date"). 7. Contractor: 4 ra If')k Uti lktf am - By: Signature ate. (Priintted Name) V f Title v Apse 7a43 Address r� City/Stat Zip Date CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised 09/0492019 City of port Worth By: 0" , &dd4- u?a F Dana Burghdolr( f9,202 9:— Dana Burghdoff Assistant City Manager Oct 9, 2020 Date A,ite I� r , ty Secretary (Seal) M&C: 20-0708 Date: 09/22/20 Form 129S No.: 2020-654411 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 requirem Suby Varug iese, P1. Project Manager Approved as to Form and Legality: Wack (Octa, 202013:28 CDT) Douglas W. Black Assistant City Attorney APPROVAL RE, COMMENDED: CAV/40& x ll&we,� Christaph.,NArder IMta, 2020 0a:000DT) Chris Harder, P.E., Director Water Department OFFICIAk RECORD Water and Sanitary Sewer ReFlac lenr��gxt,2 . .RY FT Ng 1 IMPORTANT NOTICE To obtain information or make a complaint: You may contact your Agent. You may call The Hartford's Consumer Affairs toll -free telephone number for information or to make a complaint at: 1-800-451-6944 You may contact the Texas Department of Insurance to obtain information on companies, coverages, rights, or complaints at: 1-800-252-3439 You may write the Texas Department of Insurance: P.O. Box149104 Austin, TX 78714-9104 Fax: (512) 490-1007 Web: www. tdi. texas. gov E-mail: ConsumerProtection@tdi. texas. gov PREMIUM OR CLAIM DISPUTES: Should you have a dispute concerning your premium or about a claim, .you should contact the (agent) (company) (agent or the company) first. If the dispute is not resolved, you may contact the Texas Department of Insurance. ATTACH THIS NOTICE TO YOUR POLICY: This notice is for information only and does not become a part or condition of the attached document. ,/Tx4275-1 006113.1 PERFORMANCE BOND Page 1 of2 1 SECTION 00 6113 2 PERFORMANCE BOND 3 4 THE STATE OF TEXAS § 5 § KNOW ALL BY THESE PRESENTS: 6 COUNTY OF TARRANT § 7 That we, Gra-Tex Utilities, Inc: known as 8 "Principal" herein and Hartford Fire Insurance Company a corporate 9 surety(sureties, if more than one) duly authorized to do business in the State of Texas, known as 10 "Surety" herein (whether one or more), are held and finely bound unto the City of Fort Worth, a 1 i municipal corporation created pursuant to the laws of Texas, known as "City" herein, in the penal our Million Seven Hundred Eighty One Thousand Three Hundred Twenty 12 SUM O1F, ive and 85 cents Dollars 13 (S_4,781,325_85 )� lawful money of the United States, to be paid in Fort Worth, 14 Tarrant County, Texas for the payment of which sum well and truly to be made, we bind 15 ourselves, our heirs, executors, administrators, successors and assigns, jointly and severally, 16 firmly by these presents. 17 WHEREAS, the Principal has entered into a certain written contract with the City 18 awarded the__ day of , 20,, which Contract is hereby referred to and l9 made a part hereof for all purposes as if fully set forth herein, to furnish all materials, equipment 20 Iabor and other accessories defined by law, in the prosecution of the Work, including any Change 21 Orders, as provided for in said Contract designated as Water and Sanitary Sewer Replacement 22 Contract 2019, WSM-A (Lead Services D-1), CPN 102168. 23 NOW, THEREFORE, the condition of this obligation is such that if the said Principal 24 shall faithfully perform it obligations under the Contract and shall in all respects duly and 25 faithfully perform the Work, including Change Orders, under the Contract, according to the plans, 26 specifications, and contract documents therein referred to, and as well during any period of 27 extension of the Contract that may be granted on the part of the City, then this obligation shall be 28 and become null and void, otherwise to remain in full force and effect. 29 PROVIDED FURTHER, that if any legal action be filed on this Bond, venue shall lie in 30 Tarrant County, Texas or the United States District Court for the Northern District of Texas, Fort 31 Worth Division. 46BCSHP4386 CITY OF FORT WORTH . W&SS Repl. Contract 2019, WSM-A (Lead Svcs 0.1) STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CPN 102169 Revised July 1, 2011 0061 13-2 PERFORMANCE BOND Page t of 2 I This bond is made and executed in compliance with the provisions of Chapter 2253 of the 2 Texas Government Code, as amended, and all liabilities on this bond shall be determined in 3 accordance with the provisions of said statue. 4 IN WITNESS WHEREOF, the Principal and the Surety have SIGNED and SEALED 5 this instrument by duly authorized agents and officers on this the 5th day of 6 October 720 20 7 8 9 10 It 12 13 ATTEST: 14 M 15 16 (Principa Secretary 17 18 19 zo 21 22 Wl Hess as to Principal 23 34 35 36 37 Witness as to Sur PRINCIPAL: Gra-Tex Utilities, Inc. Signature W "ktl 0 4,e4�� ,,- Name and Title Address. P.O. Box 700 Arlington, TX 76004 SURETY: Hartford Fire Insurance Company Rhonda Wells, Attorney -In -Fact Name and Title Address: Insurica DFB 700 Highlander Blvd., Suite 340 Arlington, TX 76015 Telephone Number: , 817-226-3710 38 39 40 41 *Note: If signed by an officer of the Surety Company, there must be on file a certified extract 42 from the by-laws showing that this person has authority to sign such obligation. If 43 Surety's physical address is different: from its mailing address, both must be provided. 44 The date of the bond shall not be prior to the date the Contract is awarded. 45 CITY OF FORT WORTH W&SS Repl. Contma 2019, WSM-A (Lead Svcs D-1) STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CPN 102168 Revised July 1, 2011 Direct Inquiries/Claims to: THE HARTFORD P"'O OF TT® E BOND, nectc WER One Hartford Plaza Fartford, Connecticut 06155 Bond.Claims@t,hehartford.com call.- 888-266-3488 or fax: 860-757-5836 KNOW ALL PERSONS BY THESE PRESENTS THAT: Agency Name: INSURICA INS MANAGEMENT NETWORK Agency Code: 4 6- 5I0 0 6 7 Hartford Fire Insurance Company, a corporation duly organized under the laws of the State of Conmecticut 0 Hartford Casualty Insurance Company, a corporation duly organized under the laws of the State of Indiana 0 Hartford Accident and Indemnity Company, a corporation duly organized under the laws of the State of Connecticut 0 Hartford Underwriters Insurance Company, a corporation duly organized under the laws of the State of Connecticut Twin City Fire Insurance Company, a corporation duly organized under the laws of the State of Indiana 0 Hartford Insurance Company of Illinois, a corporation duly organized under the Iaws of the State of Illinois 0 Hartford Insurance Company of the Midwest, a corporation duly organized under the laws of the State of Indiana Hartford insurance Company of the Southeast, a corporation duly organized under the laws of the State of Florida having their home office in Hartford, Connecticut, (hereinafter collectively referred to as the "Companies") do hereby make, constitute and appoint, up to the amount of Unlimited : JIM BARR, ROGER REDDEN, RHONDA WELLS, RUSSELL BOARD of ARLINGTON, Texas their true and lawful Attorney(s)-in-Fact, each in their separate capacity if more than one is named above, to sign its name as surety(ies) only as delineated above by ®, 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. In Witness Whereof, and as authorized by a Resolution of the Board of Directors of the Companies on May 6, 2015 the Companies have caused these presents to be signed by its Senior Vice President and its corporate seals to be hereto affixed, duly attested by its Assistant Secretary. Further, pursuant to Resolution of the Board of Directors of the Companies, the Companies hereby unambiguously affirm that they are and will be bound by any mechanically applied signatures applied to this Power of Attorney. t e;�t�a.rle.+ril�i• LOOP- re, Via+_rt p�rnr.nwJa '�ara�� •�. i r8i� q:= 30 xa9$; �' IA79 � } .. ss �yi �+r,T+•s•o �iiA •'e M1�! r �v `+1r}a,5 v.1.r.- �_ John Gray, Assistant Secretary % Ross Fisher, Senior Vice President STATE OF CONNECTICUT ss, Hartford COUNTY OF HARTFORD ) On this 5th day of January, 2018, before me personally came M. Ross Fisher, to me known, who being by me duly sworn, did depose and say: that he resides in the County of Hartford, State of Connecticut; that he is the Senior Vice President of the Companies, the corporations described in and which executed the above instrument; that he knows the seals of the said corporations; that the seals affixed to the said instrument are such corporate seals; that they were so affixed by authority of the Boards of Directors of said corporations and that he signed his name thereto by like authority. 0Kathleen T. Maynard Notary Public CERTIFICATE My Commission Expires Shcy 31, 2021 I, the undersigned, Assistant Vice President of the Companies, 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 effective as of Signed and sealed at the City of Hartford. V� tiVr, �ps6a71y �! #�.strs'{ [403. _ Y. o f a^ :tic * VTTril e' ]R+mv , Pl . j}4 blivr •�-s..,1®�a T° ' x9r9 � } 'kf,�._:rEhti: 4•i ato iip'e tti� � 3'yq•'c111oi5 +enu*' ��r[�,�oi.• Kevin Heckman, Assistant Vice President POA 2019 (106114.1 PAYXIENT BOND 46BCSHP4386 Page I or2 I SECTION 00 6114 2 PAYMENT BOND 3 4 THE STATE OF TEXAS § 5 § KNOW ALL BY THESE PRESENTS: 6 COUNTY OF TARRANT § 7 That we, Gra-Tex Utilities, Inc. known as a "Principal` herein, and Hartford Fire Insurance Company ,a 9 corporate surety (sureties), duly authorized to do business in the State of Texas, known as 10 "Surety" herein (whether one or more), are held and firmly bound unto the City of Fort Worth, a I municipal corporation created pursuant to the laws of the State of Texas, known as "City" herein, FOUR MILLION SEVEN HUNDRED EIGHTY ONE THOUSAND 12 in the penal snm Of-1HUB 11UNDRF ) TWENTY FIVE. 85 CENTS Dollars 13 ($ d,781,325,85 - ), lawful money of the United States, to be paid in Fort Worth, 14 Tarrant County, Texas, for the payment of which sum well and truly be made, we bind ourselves, 15 our heirs, executors, administrators, successors and assigns, jointly and severally, firmly by these 16 presents: 17 WHEREAS, Principal has entered into a certain written Contract with City, awarded the 18 day of , 20 , which Contract is hereby referred to and 19 made a part hereof for all purposes as if fully set forth herein, to furnish all materials, equipment, 20 labor and other accessories as defined by law, in the prosecution of the Work as provided for in 21 said Contract and designated as Water and Sanitary Sewer Replacement Contract 2019, WSM-A 22 (Lead Services D-1), CPN 102168. 23 NOW, THEREFORE, THE CONDITION OF THIS OBLIGATION is such that if 24 Principal shall pay all monies owing to any (and all) payment bond beneficiary (as defined in 25 Chapter 2253 of the Texas Government Code, as amended) in the prosecution of the Work under 26 the Contract, then this obligation shall be and become null and void; otherwise to remain in full 27 force and effect. 28 This bond is made and executed in compliance with the provisions of Chapter 2253 of the 29 Texas Government Code, as amended, and all liabilities on this bond shall be determined in 30 accordance with the provisions of said statute. 31 CITY OF FORT WORTH W&SS Repl. Contract 2019, wSiat-A (Lead Saes D.1) STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CPN 102168 Revised July 1, 2011 0061 Ia-2 PAYMENTBOND Page 2 or? 1 IN WITNESS WHEREOF, the Principal and Surety have each SIGNED and SEALED 2 this instrument by duly authorized agents and officers on this the 51:11 day of 3 October 1 20 20 4 5 6 7 9 10 12 ATTEST: (Principal) Secretary Itness as to Principal PRINCIPAL: Gra-Tex Utilities, Inc. PO Box 700, Arlington, TX 7600, BY: Signature Name and Title Address: & &S6 747d SURETY: Hanford Fire insurance Company ATTEST: Signature Rhonda Wells, Attorney -In -Fact (Surety) Secretary Name and Title Address: Insurica DFB 700 Highlander Blvd., Suite 340 Q�A� Arlington, TX 76015 Witness as td1surety Telephone Number: 817-226-3710 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 W&SS Rep). Contract 2019, WSM-A (Lead Svcs D-1) STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CPN 102169 Revised July 1, 2011 Direct Inquiries/Claims to: _ THE HARTFORD 0WE OF A TO"'RNEY BONn ctic One Hartford Plaza Hartford, Connecticut 06155 l3ond.Claims@thohartford.com calla 888-266-3488 orfax: 860-757-5835 KNOW ALL PERSONS BY THESE PRESENTS THAT: Agency Name: INSURICA INS MANAGEMENT NETWORK A enc Code: 46-510067 0 Hartford Fire insurance Company, a corporation duly organized under the laws of the State of Connecticut 0 Hartford Casualty Insurance Company, a corporation duly organized under the laws of the State of Indiana Hartford Accident and Indemnity Company, a corporation duly organized under the laws of the State of Connecticut Hartford Underwriters insurance Company, a corporation duly organized under the laws of the State of Connecticut Twin City Fire Insurance Company, a corporation duly organized under the laws of the State of Indiana Hartford insurance Company of Illinois, a corporation duly organized under the laws of the State of Illinois 0 Hartford insurance Company of the Midwest, a corporation duly organized under the laws of the State of Indiana Hartford Insurance Company of the Southeast, a corporation duly organized under the laws of the State of Florida having their home office in Hartford, Connecticut, (hereinafter collectively referred to as the "Companies") do hereby make, constitute and appoint, up to the amount of Unlimited JIM BARR, ROGER REDDEN, RHONDA WELLS, RUSSELL BOARD of ARLINGTON, Texas their true and lawful Attorneys) -in -Fact, each in their separate capacity if more than one is named above, to sign its name as surety(ies) only as delineated above by ®, 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. In Witness Whereof, and as authorized by a Resolution of the Board of Directors of the Companies on May 5, 2015 the Companies have caused these presents to be signed by its Senior Vice President and its corporate seals to be hereto affixed, duly attested by its Assistant Secretary. Further, pursuant to Resolution of the Board of Directors of the Companies, the Companies hereby unambiguously affirm that they are and will be bound by any mechanically applied signatures applied to this Power of Attorney. /), e John Gray, Assistant Secretary STATE OF CONNECTICUT ss, Hartford COUNTY OF HARTFORD E 7 .�e • �AGAA l • ° h F�� • 'X N. M. Ross Fisher, Senior Vice President On this 5th day of January, 2018, before me personally came M. Ross Fisher, to me known, who being by me duly sworn, did depose and say: that he resides in the County of Hartford, State of Connecticut; that he is the Senior Vice President of the Companies, the corporations described in and which executed the above instrument; that he knows the seals of the said corporations; that the seals affixed to the said instrument are such corporate seals; that they were so affixed by authority of the Boards of Directors of said corporations and that he signed his name thereto by like authority. I, the undersigned, Assistant Vice President of the copy of the Power of Attorney executed by said Companies, Signed and sealed at the City of Hartford. u r � E ono'rtr,F.[TN aKatldeen T. Maynard Notary Public CERTIFICATE My Commission Expires July 31, 2021 Companies, DO HEREBY CERTIFY that the above and foregoing is a true and correct which is still in full force effective as of 5-4, ©GAe) h & r �� ytp�o�.v j i�si 4 R �iit p, rrlr,htv;fs o /�GtCpF # .fL. ! fl. > a fa 7 7 "79 J ik • +F � � �'H [EI{4lS y ��y�1�ryl/Y/lf/- rj�.f��% Kevinnn Heckman, Assistant Vice President POA 2019 oU I O 146BCSHP4386 1�IAINTCN.aNCE BOND Page 1 of 3 1 SECTION 00 6119 2 MAINTENANCE BOND 3 4 THE STATE OF TEXAS § 5 § KNOW ALL BY THESE PRESENTS- 6 COUNTY OF TARRANT § 7 That we Gra-Tex Utilities, Inc. , known as 8 "Principal" herein and Hartford Fire Insurance Company a corporate surety 9 (sureties, if more than one) duly authorized to do business in the State of Texas, known as 10 "Surety" herein (whether one or more), are held and firmly bound unto the City of Fort Worth, a 1 i municipal corkporation created pursuant to the laws of the State of Texas, known as "City" herein, OUR MILLION SEVEN HUNDRED EIGHTY ONE THOUSAND 12 in the sum OfTHREEHUNDRED TWENTY FIVEZ5 CENTS Dollars 13 (S 4,781,325.85 ), lawful money of the United States, to be paid in Fort Worth, 14 Tarrant County, Texas, for payment of which sum well and truly be made unto the City and its 15 successors, we bind ourselves, our heirs, executors, administrators, successors and assigns, jointly 16 and severally, firmly by these presents. 17 18 WHEREAS, the Principal has entered into a certain written contract with the City awarded 19 the day of , 20_, which Contract is hereby 20 referred to and a made part hereof for all purposes as if fully set forth herein, to furnish all 21 materials, equipment labor and other accessories as defined by law, in the prosecution of the 22 Work, including any Work resulting from a duly authorized Change Order (collectively herein, 23 the "Work") as provided for in said contract and designated as Water and Sanitary Sewer 24 Replacement Contract 2019, WSM-A (Lead Services D-1), CPN 102168, and; 25 26 WHEREAS, Principal binds itself to use such materials and to so construct the Work in 27 accordance with the plans, specifications and Contract Documents that the Work is and will 28 remain free from defects in materials or workmanship for and during the period of two (2) years 29 after the date of Final Acceptance of the Work by the City ("Maintenance Period"); and 30 31 WHEREAS, Principal binds itself to repair or reconstruct the Work in whole or in part 32 upon receiving notice from the City of the need therefore at any time within the Maintenance 33 Period. 34 CITY OF FORT WORTH w&SS Repl. Contract 2019, WSM-A (Lead Svcs D-I STANDARD CONSTRUCTION SPECIFICATION DOCUNIENTS CPN 102163 Revised July 1, 2011 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 k 0061 t9-2 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 retrain 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 W&SS Rept. Coetraci 2019, WSM-A(Lead Svcs D-1) STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CPN 102168 Revised July 1, 2011 0061 19- 3 MAINTENANCE BOND Page 3 of 3 I IN WITNESS 'WHEREOF, the Principal and the Surety have each SIGNED and SEALED this 2 instrument by duly authorized agents and officers on this the 5TH day of 3 October , 70 20 5 6 7 8 9 1a I1 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 NATTEST: 4�. (Principal) Secretary '1 11 mess as to Principal ATTEST: (S ty) Secretary CJL4� Witness as to rety PRINCIPAL: Gra-Tex Utilities, Inc. BY: Signature &? hse Name and Title Address: P.O. Box 700 Arlington, TX 76004 SURETY: Hartford Fire Insurance Company BY: Signature ` Rhonda Wells, Attorney -In -Fact Name and Title Address: Insurica DFB 700 I Iighlander Blvd., Suite 340 Arlington, TX 76o15 Telephone Number: 817-226-3710 37 *Note: If signed by an officer of the Surety Company, there must be on file a certified extract 38 from the by-laws showing that this person has authority to sign such obligation. If 39 Surety's physical address is different from its mailing address, both must be provided. 40 The date of the bond shall not be prior to the date the Contract is awarded. 41 CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 W&SS Repl. Contract 2019, WStvl-A (Lead Svcs D-1) CPN 102168 Direct Inquiries/Claims to: THE HARTFORD BOND, T-12 POWEIR- One Horned Plaza OFAITTORNEY Hartford, Connecticut 46155 Bond.Ciaims0thehartford.com call: 888-266-3488 orfax: 860-757-5835 KNOW ALL PERSONS BY THESE PRESENTS THAT: Agency Name: INSURICA INS MANAGEMENT NETWORK Agency Code: 46-510067 Hartford Fire Insurance Company, a corporation duty organized under the laws of the State of Connecticut 0 Hartford Casualty Insurance Company, a corporation duly organized under the laws ofthe State of Indiana Hartford Accident and Indemnity Company, a corporation duly organized under the laws of the State of Connecticut 0 Hartford Underwriters Insurance Company, a corporation duly organized under the laws of the State of Connecticut Twin City Fire Insurance Company, a corporation duly organized under the laws of the State of Indiana 0 Hartford Insurance Company of Illinois, a corporation duly organized under the laws of the State of Illinois Hartford Insurance Company of the Midwest, a corporation duly organized under the Iaws of the State of Indiana 0 Hartford: Insurance Company of the Southeast, a corporation duly organized under the laws of the State of Florida - having their home office in Hartford, Connecticut, (hereinafter collectively referred to as the "Companies') do hereby make, constitute and appoint, up to the amount of unlimited ,TIM BARR, ROGER REDDEN, RHONDA WELLS, RUSSELL BOARD of ARLINGTON, Texas their true and lawful Attorney(s)-in-Fact, each in their separate capacity if more than one is named above, to sign its name as surety(ies) only as delineated above by ®, 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. In Witness Whereof, and as authorized by a Resolution of the Board of Directors of the Companies on May 6, 2015 the Companies have caused these presents to be signed by its Senior Vice President and its corporate seals to be hereto affixed, duly attested by its Assistant Secretary. Further, pursuant to Resolution of the Board of Directors of the Companies, the Companies hereby unambiguously affirm that they are and will be bound by any mechanically applied signatures applied to this Power of Attorney. Wt 7� �; its ►� ,s 'yz�� $ P4`rrr�rrtvfa 7�°Ff ;:fir 19i� 6�� :• �} la7s 'rs� 3D7 4 ` }i .. iIF _� !�1`} � '• �'rli/cri'~ '4na�*'� ' \:_ ,. John Gray, Assistant Secretary M. Ross Fisher, Senior Vice President STATE OF CONNECTICUT Hartford COUNTY OF HARTFORD On this 5th day of January, 2018, before me personally came M. Ross Fisher, to me known, who being by me duly sworn, did depose and say: that he resides in the County of Hartford, State of Connecticut; that he is the Senior Vice President of the Companies, the corporations described in and which executed the above instrument; that he knows the seals of the said corporations; that the seals affixed to the said instrument are such corporate seals; that they were so affixed by authority of the Boards of Directors of said corporations and that he signed his name thereto by like authority. Kathleen T. Maynard Notary Public CERTIFICATE My Commission Expires July 31, 2021 I, the undersigned, Assistant Vice President of the Companies, 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 effective as of ` �C �,. ` ld Signed and sealed at the City of Hartford. 'ro n„- r�479 ' I-K 4 {t J + * `",_�sSA�i �i may'►p ,;f A*�? � 3"•.,; Diu/aSy 4pu�'4 '�RyFoA Keviin Heckman, Assistant Vice President POA 2018 Direct Inquiries/Claims to: THE HARTFORD BOND, T-12 POWERx- OF TE One Hartford Plaza Hartford, Connecticut 06155 Bond.Claims@thehartford.com call: 888-266-3488 or fax: 860-757-5835 KNOW ALL PERSONS BY THESE PRESENTS THAT: Agency Name: INSURICA INS MANAGEMENT NETWORK Agency Code: 4 6- 510 0 6 7 0 Hartford Fire Insurance Company, a corporation duly organized under the laws of the State of Connecticut 0 Hartford Casualty Insurance Company, a corporation duly organized under the laws of the State of Indiana Hartford Accident and Indemnity Company, a corporation duly organized under the laws of the State of Connecticut Hartford Underwriters Insurance Company, a corporation duly organized under the laws of the State of Connecticut Twin City Fire Insurance Company, a corporation duly organized under the laws of the State of Indiana Hartford Insurance Company of Illinois, a corporation duly organized under the taws of the State of Illinois Hartford Insurance Company of the Midwest, a corporation duly organized under the laws of the State of Indiana 0 Hartford Insurance Company of the Southeast, a corporation duly organized under the laws of the State of Florida having their home office in Hartford, Connecticut, (hereinafter collectively referred to as the "Companies") do hereby make, constitute and appoint, up to the amount of Unlimited : JIM BARR, ROGER REDDEN, RHONDA WELLS, RUSSELL BOARD of ARLINGTON, Texas their true and lawful Attorney(s)-in-Fact, each in their separate capacity if more than one is named above, to sign its name as surety(ies) only as delineated above by ®, 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. In Witness Whereof, and as authorized by a Resolution of the Board of Directors of the Companies on May 6, 2015 the Companies have caused these presents to be signed by its Senior Vice President and its corporate seals to be hereto affixed, duly attested by its Assistant Secretary. Further, pursuant to Resolution of the Board of Directors of the Companies, the Companies hereby unambiguously affirm that they are and will be bound by any mechanically applied signatures applied to this Power of Attorney. 7YI } f 4y55 rs , r q� --vi IS 11;74 9 t :a, _:r� �`'+cT� 'IA 'f r9y • creLFotS� an�YY- .�o! John Gray, Assistant Secretary M. Ross Fisher, Senior Vice President STATE OF CONNECTICUT SS. Hartford COUNTY OF HARTFORiI On this 5th day of January, 2018, before me personally came M. Ross Fisher, to me known, who being by me duly sworn, did depose and say: that he resides in the County of Hartford, State of Connecticut; that he is the Senior Vice President of the Companies, the corporations described in and which executed the above instrument; that he knows the seals of the said corporations; that the seals affixed to the said instrument are such corporate seals; that they were so affixed by authority of the Boards of Directors of said corporations and that he signed his name thereto by like authority. a IIAA Kathleen T, Maynard Notary Public CERTI14CATE My Commission Expires July 3 t, 2021 I, the undersigned, Assistant Vice President of the Companies, 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 effective as of +5k�t �eA b i)ef, Ann, 6 Signed and sealed at the City of Hartford. 1 TM 2 �grssagrr It �v*apt rs = Jlr� w4�ak�yi n s 8 b: ¢+••rrrra . s tG��l� p.ar° ro rn°T�° it '�»►� f P� a.Y nr�Jm � •�a��b '*�'�f ,,•19'� �e � �7 � f� - .� � 9'r4 It ti } ''�r:i_ :ct9ti� � yYA'• /s� �V r�L1�Y15� Gala+• \:, aa'-�Oia ` Kevin Heckman, Assistant Vice President POA 2018 STANDARD GENERAL CONDITIONS OF THE CONSTRUCTION CONTRACT TABLE OF CONTENTS Page Article I Definitions and Terminology.......................................................................................................... I 1.01 Defined Terms...............................................................................................................................1 1.02 Terminology..................................................................................................... .....6 Article2 —Preliminary Matters.........................................................................................................................7 2.01 Copies of Documents....................................................................................................................7 2.02 Commencement of Contract Time; Notice to Proceed................................................................ 7 2.03 Starting the Work.......................................................................................................................... 8 2.04 Before Starting Construction................................................................................ ......... 8 ............... 2.05 Preconstruction Conference..........................................................................................................8 2.06 Public Meeting..............................................................................................................................8 2.07 Initial Acceptance of Schedules.................................................................................................... 8 Article 3 — Contract Documents: Intent, Amending, Reuse............................................................................ 8 3.01 Intent......................................................................................................................................... . 8 3.02 Reference Standards......................................................................................................................9 3.03 Reporting and Resolving Discrepancies.......................................................................................9 3.04 Amending and Supplementing Contract Documents ............... 3,05 Reuse of Documents................................................................................................................... 10 3.06 Electronic Data............................................................................................................................ I I Article 4 Availability of Lands; Subsurface and Physical Conditions; Hazardous Environmental Conditions; Reference Points..........................................................•---.............................................11. 4.01 Availability of Lands------------------------------------------------------------•-....................................................11 4.02 Subsurface and Physical Conditions..........................................................................................12 4.03 Differing Subsurface or Physical Conditions ................... 4.04 Underground Facilities............................................................................................................... 13 4.05 Reference Points.........................................................................................................................14 4.06 Hazardous Environmental Condition at Site..............................................................................14 Article 5 —Bonds and Insurance .................................... ............... 16 .................................................................. 5.01 Licensed Sureties and Insurers...................................................................................................16 5.02 Performance, Payment, and Maintenance Bonds.......................................................................16 5.03 Certificates of insurance............................................................................................................. 16 5.04 Contractor's Insurance................................................................................................................18 5.05 Acceptance of Bonds and Insurance; Option to Replace...........................................................19 Article 6 Contractor's Responsibilities .............................. ........ 19 6.01 Supervision and Superintendence...............................................................................................1.9 CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision: March9,2020 6.02 Labor; Working Hours................................................................................................................20 6.03 Services, Materials, and Equipment.........................................................................................1.20 6,04 Project Schedule..........................................................................................................................21. 6.05 Substitutes and "Or-Equals".......................................................................................................21 6.06 Concerning Subcontractors, Suppliers, and Others ....................... 6.07 Wage Rates..................................................................................................................................25 6.08 Patent Fees and Royalties ................. 6.09 Permits and Utilities....................................................................................................................27 6.10 Laws and Regulations.................................................................................................................27 6.11 Taxes...........................................................................................................................................28 6.12 Use of Site and Otber Areas.......................................................................................................28 6.13 Record Documents......................................................................................................................29 6.14 Safety and Protection..................................................................................................................29 6.15 Safety Representative..................................................................................................................30 6.16 Hazard Communication Programs ................ 6.17 Emergencies and/or Rectification ...............................................................................................30 6.18 Submittals....................................................................................................................................31 6.19 Continuing the Work................................................................................................................... 32 6.20 Contractor's General Warranty and Guarantee..........................................................................32 6.21 lndemnification ...................................................................................................... ............... ....33 6.22 Delegation of Professional Design Services..............................................................................34 6.23 Right to Audit..............................................................................................................................34 6.24 Nondiscrimination.......................................................................................................................35 Article 7 - Other Work at the Site .................... 7.01 Related Work at Site...................................................................................................................35 7.02 Coordination................................................................................................................................36 Article 8 - City's Responsibilities ...................... ..36 8.01 Communications to Contractor...................................................................................................36 8.02 Furnish Data........................................................................................ 8.03 Pay When Due............................................................................................................................36 8.04 Lands and Easements; Reports and Tests...................................................................................36 8.05 Change Orders.............................................................................................................................36 8.06 inspections, Tests, and Approvals..............................................................................................36 8.07 Limitations on City's Responsibilities.......................................................................................37 8.08 Undisclosed hazardous Environmental Condition....................................................................37 8.09 Compliance with Safety Program...............................................................................................37 Article 9 City's Observation Status During Construction...........................................................................37 9.01 City's Project Manager............................................................................................................37 9.02 Visits to Site................................................................................................................................37 9.03 Authorized Variations in Work..................................................................................................38 9.04 Rejecting Detective Work..........................................................................................................38 9.05 Determinations for Work Performed..........................................................................................38 9.06 Decisions on Requirements of Contract Documents and Acceptability of Work.....................38 CUY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision: Mmh9,2020 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 SPECT-ICATION DOCUMENTS Revision: Mardi9,2020 Article 17 — Miscellaneous ............................ 17.01 Giving Notice ............................ 17.02 Computation of Times .............. 17.03 Cumulative Remedies ............... 17.04 Survival of Obligations ............. 17.05 Headings .................................... CITY OF FORT WOIRTn STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision: Ma-ch4,2020 ............................................................................................ 62 ............................................................................................ 62 ............................................................................................ 62 ............................................................................................ 62 ............................................................................................ 63 ............................................................................................ 63 00 72 00 - 1 GENERAL CONDITIONS Page I of63 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. I. 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. S. Bidding Documents ---The Bidding Requirements and the proposed Contract Documents (including all Addenda). 9. Bidding Requirements —The advertisement or Invitation to Bid, Instructions to Bidders, Bid security of acceptable form, if any, and the Bid Form with any supplements. 10. Business Day -- A business day is defined as a day that the City conducts normal business, generally Monday through Friday, except for federal or state holidays observed by the City. 11. Calendar Day — A day consisting of 24 hours measured from midnight to the next midnight. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision March9,2020 00 72 00 - 1 GENERAL CONDITIONS Page 2 of G3 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 hoine-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. 19. 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 SPECDACATION DOCUMENTS Revision- March9,2020 00 72 00 - 1 GENERAL CONDITIONS Page 3 o1`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 Avialion 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 Puhlic 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. Draii4ngs That part of the Contract Documents prepared or approved by Engineer which graphically shows the scope, extent, and character of the Work to be performed by Contractor. Submittals are not Drawings as so defined. 32. Effective Date of'the Agreement The date indicated in the Agreement on which it becomes effective, but if no such date is indicated, it means the date on which the Agreement is signed and delivered by the last of the two parties to sign and deliver. 33. Engineer— -The licensed professional engineer or engineering firm registered in the State of Texas performing professional services for the City. 34. Extra Work — Additional work made necessary by changes or alterations of the Contract Documents or of quantities or for other reasons for which no prices are provided in the Contract Documents. Extra work shall be part of the Work. 35. Field Order A written order issued by City which requires changes in the Work but which does not involve a change in the Contract Price, Contract Time, or the intent of the Engineer. Field Orders are paid from Field Order Allowances incorporated into the Contract by funded work type at the time of award. 36. Final Acceptance The written notice given by the City to the Contractor that the Work specified in the Contract Documents has been completed to the satisfaction of the City. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Reviski: March 9, 2020 00 72 00 - 1 GENERAL CONDITIONS Page 4 of 63 37. J,inal .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. Lcnvv 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 Iess. 44. Milestone A principal event specified in the Contract Documents relating to an intermediate Contract Time prior to Final Acceptance of the Work. 45. Notice of'Award--The written notice by City to the Successful Bidder stating that upon timely compliance by the Successful Bidder with the conditions precedent listed therein, City will sign and deliver the Agreement. 46. Notice to Proceed A written notice given by City to Contractor fixing the date on which the Contract Time will commence to run and on which Contractor shall start to perform the Work specified in Contract Documents. 47. PCBs —Polychlorinated biphenyls. 48. Petroleum —Petroleum, including crude oil or any fraction thereof which is liquid at standard conditions of temperature and pressure (60 degrees Fahrenheit and 14.7 pounds per square inch absolute), such as oil, petroleum, fuel oil, oil sludge, oil refuse, gasoline, kerosene, and oil mixed with other non -Hazardous Waste and crude oils. 49. Plans - See definition of Drawings. CITY OF FORT WORT[ I STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision: March9,2020 00 72 00 - 1 GENERAL CONDITIONS Page 5 of 63 50. Project Schedule A schedule, prepared and maintained by Contractor, in accordance with the General Requirements, describing the sequence and duration of the activities comprising the Contractor's plan to accomplish the Work within the Contract Time. 51. Project —The Work to be performed under the Contract Documents. 52. Project Manager The authorized representative of the City who will be assigned to the Site. 53. Public Meeting An announced meeting conducted by the City to facilitate public participation and to assist the public in gaining an informed view of the Project. 54. Radioactive Material —Source, special nuclear, or byproduct material as defined by the Atomic Energy Act of 1954 (42 1JSC Section 2011 et seq.) as amended from time to time. 55. Regular Working Mours — 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: Maech9,2020 007200- 1 GENERAL CONDITIONS Page 0 or03 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. Successful Bidder —The Bidder submitting the lowest and most responsive Bid to whom City makes an Award. 64. 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. 65. Supplementary Conditions —That part of the Contract Documents which amends or supplements these General Conditions. 66. Supplier —A manufacturer, fabricator, supplier, distributor, materialtnan, or vendor having a direct contract with Contractor or with any Subcontractor to filrnish materials or equipment to be incorporated in the Work by Contractor or Subcontractor. 67. Underground Facililies All underground pipelines, conduits, ducts, cables, wires, manholes, vaults, tanks, tunnels, or other such facilities or attachments, and any encasements containing such facilities, including but not limited to, those that convey electricity, gases, steam, liquid petroleum products, telephone or other communications, cable television, water, wastewater, storm water, other liquids or chemicals, or traffic or other control systems. 68 Unil Price Work See Paragraph 11.03 of these General Conditions for definition. 69. 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. 70. 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. 71. Working Day — A working day is defined as a day, not including Saturdays, Sundays, or legal holidays authorized by the City for contract purposes, in which weather or other conditions not under the control of the Contractor will permit the performance of the principal unit of work underway for a continuous period of not less than 7 hours between 7 a.m. and 6 p.m. 1.02 Terminology A. The words and terms discussed in Paragraph 1.02.B through E are not defined but, when used in the Bidding Requirements or Contract Documents, have the indicated meaning. B. Intent of Certain Terms or Adjectives: CITY OF FORTWORTH STANDARD CONSTRUCTION SPECTFTCATION DOCUMENTS Rmsfou: March9,2020 007200- 1 GENERAL CONDITIONS Page 7 of 63 I. The Contract Documents include the terms "as allowed," "as approved," "as ordered," "as directed" or terms of like effect or import to authorize an exercise of judgment by City. In addition, the adjectives "reasonable," "suitable," "acceptable," "proper," "satisfactory," or adjectives of like effect or import are used to describe an action or determination of City as to the Work. It is intended that such exercise of professional judgment, action, or determination will be solely to evaluate, in general, the Work for compliance with the information in the Contract Documents and with the design concept of the Project as a functioning whole as shown or indicated in the Contract Documents (unless there is a specific statement indicating otherwise). C. Defective: 1. The word "defective," when modifying the word "Work," refers to Work that is unsatisfactory, faulty, or deficient in that it: a. does not conform to the Contract Documents; or b. does not meet the requirements of any applicable inspection, reference standard, test, or approval referred to in the Contract Documents; or c. has been damaged prior to City's written acceptance. D. Furnish, Install, Perform, Provide: 1. The word "Furnish" or the word "Install" or the word "Perform" or the word "Provide" or the word "Supply," or any combination or similar directive or usage thereof, shall mean furnishing and incorporating in the Work including all necessary labor, materials, equipment, and everything necessary to perform the Work indicated, unless specifically limited in the context used. E. Unless stated otherwise in the Contract Documents, words or phrases that have a well-known technical or construction industry or trade meaning are used in the Contract Documents in accordance with such recognized meaning. ARTICLE 2 — PRELIMINARY MATTERS 2.01 Copies of Documents City shall furnish to Contractor one (1) original executed copy and one (1) electronic copy of the Contract Documents, and four (4) additional copies of the Drawings. Additional copies will be furnished upon request at the cost of reproduction. 2.02 Commencement of Contract Time; Notice to Proceed The Contract Time will commence to run on the day indicated in the Notice to Proceed. A Notice to Proceed may be given no earlier than I4 days after the Effective Date of the Agreement, unless agreed to by both parties in writing. CITY OF PORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision Mimb9,2020 00 72 00 - 1 GENERAL CONDITIONS Page 8 of 63 2.03 Starting the Work Contractor shall start to perform the Work on the date when the Contract Time commences to run. No Work shall be done at the Site prior to the date on which the Contract Time commences to run. 2.04 Before Starting Construction Baseline Schedules: Submit in accordance with the Contract Documents, and prior to starting the Work. 2.05 Preconstruction Conference Before any Work at the Site is started, the Contractor shall attend a Preconstruction Conference as specified in the Contract Documents. 2.06 Public Meeting Contractor may not mobilize any equipment, materials or resources to the Site prior to Contractor attending the Public Meeting as scheduled by the City. 2.07 Inilial 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 thereon 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: M=B,2020 007200-1 GENERAL CONDITIONS Page 9 o1'63 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 ofthe Contract Documents. 3.03 Reporting and Resolving Discrepancies A. Reporting Discrepancies. - Contractor's Review of Contract Documents Before Starting Work: Before undertaking each part of the Work, Contractor shall carefully study and compare the Contract Documents and check and verify pertinent figures therein against all applicable field measurements and conditions. Contractor shall promptly report in writing to City any conflict, error, ambiguity, or discrepancy which Contractor discovers, or has actual knowledge of, and shall obtain a written interpretation or clarification from City before proceeding with any Work affected thereby. 2. Contractor's Review of Contract Documents During Performance of Work: If, during the performance of the Work, Contractor discovers any conflict, error, ambiguity, or discrepancy within the Contract Documents, or between the Contract Documents and (a) any applicable Law or Regulation , (b) any standard, specification, manual, or code, or (c) any instruction of any Supplier, then Contractor shall promptly report it to City in writing. Contractor shall not proceed with the Work affected thereby (except in an emergency as required by Paragraph CITY OP FORT WORTH STANDARD CONS" RUCTION SPECIFICATION DOCUMENTS Revision- Mach9,2020 00 72 00 - I GENERAL CONDITIONS Page l0 of b3 6.17.A) until an amendment or supplement to the Contract Documents has been issued by one of the inethods 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: I. 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 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_ March 9, 2MO 007200- 1 GENERAL CONDITIONS Page 1 I 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 tiles and the hard copies, the hard copies govern. B. When transferring documents in electronic media format, the transferring party makes ne 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; SU13SURFACE AND PHYSICAL CONDITIONS; HAZARDOUS ENVIRONMENTAL CONDITIONS; REFERENCE POINTS 4.01 AvailabililyofLands A. City shall furnish the Site. City shall notify Contractor of any encumbrances or restrictions not of general application but specifically related to use of the Site with which Contractor must comply in performing the Work. City will obtain in a timely manner and pay for easements for permanent structures or permanent changes in existing facilities. 1. The City has obtained or anticipates acquisition of and/or access to right-of-way, and/or easements. Any outstanding right-of-way and/or easements are anticipated to be acquired in accordance with the schedule set forth in the Supplementary Conditions. The Project Schedule submitted by the Contractor in accordance with the Contract Documents must consider any outstanding right-of-way, and/or casements. 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 WORTI I STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision: March 9, 2020 C07200- 1 GENERAL CONDITIONS Page 12 of 63 C. Contractor shall provide for all additional lands and access thereto that may be required for construction facilities or storage of materials and equipment. 4.02 Subsurface and Physical Conditions A. Re )orts and Draivings: 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 Suhsurface 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; CFFY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICAT[ON DOCUMENTS Revision: March 9,2020 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 Tacilities A. Shown or Indicated..- The information and data shown or indicated in the Contract Documents with respect to existing Underground Facilities at or contiguous to the Site is based on information and data furnished to City or Engineer by the owners of such Underground Facilities, including City, or by others. Unless it is otherwise expressly provided in the Supplementary Conditions: 1. City and Engineer shall not be responsible for the accuracy or completeness of any such information or data provided by others; and 2, the cost of all of the following will be included in the Contract Price, and Contractor shall have full responsibility for: a. reviewing and checking all such information and data; b. locating all Underground Facilities shown or indicated in the Contract Documents; c. coordination and adjustment of the Work with the owners of such Underground Facilities, including City, during construction; and d. the safety and protection of all such Underground Facilities and repairing any damage thereto resulting from the Work. B. Not Shown or Indicated.- 1. If an Underground Facility which conflicts with the Work is uncovered or revealed at or contiguous to the Site which was not shown or indicated, or not shown or indicated with reasonable accuracy in the Contract Documents, Contractor shall, promptly after becoming aware thereof and before further disturbing conditions affected thereby or performing any CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision: Minch 9, 2020 CO 72 00 - i GENFRAL 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 payrnent 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 MY OF FORT WORTH STANDARD CONSTRUCTION SPECIi'ICAIION DOCUMENTS Revi lion: Mach 9, 2020 00 72 00 - 1 GENERAL CONDITIONS Page 15 or03 construction to be employed by Contractor and safety precautions and programs incident thereto; or 2. other data, interpretations, opinions and information contained in such reports or shown or indicated in such drawings; or 3. any Contractor interpretation of or conclusion drawn from any "technical data" or any such other data, interpretations, opinions or information. C. Contractor shall not be responsible for any Hazardous Environmental Condition uncovered or revealed at the Site which was not shown or indicated in Drawings or Specifications or identified in the Contract Documents to be within the scope of the Work. Contractor shall be responsible for a Hazardous Environmental Condition created with any materials brought to the Site by Contractor, Subcontractors, Suppliers, or anyone else for whom Contractor is responsible. D. If Contractor encounters a Iazardous 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. P. 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 indemn and hold harmless City, from and against all claims, costs, losses, and damages (including but not limited to all fees and charges of engineers, architects, attorneys, and other professionals and all court or arhitration or other dispute resolution costs) arising out of or relating to a Hazardous Environmental Condition created by Contractor or by anyone, for whom Contractor is responsible. Nothing in this Paragraph 4.06. G .shall obligate Contractor to indeninu'y 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: Mmrh 9, 2020 00 72 no - 1 GLNLRAL CONDITIONS Page 16 of63 ARTICLE S — BONDS AND INSURANCE 5.01 Licensed Sureties and Insurers All bonds and insurance required by the Contract Documents to be purchased and maintained by Contractor shall be obtained from surety or insurance companies that are duly licensed or authorized in the State of Texas to issue bonds or insurance policies for the limits and coverages so required. Such surety and insurance companies shall also meet such additional requirements and qualifications as may be provided in the Supplementary Conditions. 5.02 Performance, Payment, and Maintenance Bonds A. Contractor shall furnish performance and payment bonds, in accordance with Texas Government Code Chapter 2253 or successor statute, each in an amount equal to the Contract Price as security for the faithful performance and payment of all of Contractor's obligations under the Contract Documents. B. Contractor shall furnish maintenance bonds in an amount equal to the Contract Price as security to protect the City against any defects in any portion of the Work described in the Contract Documents. Maintenance bonds shall remain in effect for two (2) years after the date of Final Acceptance by the City. C. All bonds shall be in the form prescribed by the Contract Documents except as provided otherwise by Laws or Regulations, and shall be executed by such sureties as are named in the list of "Companies Holding Certificates of Authority as Acceptable Sureties on Federal Bonds and as Acceptable Reinsuring Companies" as published in Circular 570 (amended) by the Financial Management Service, Surety Bond Branch, U.S. Department of the Treasury. All bonds signed by an agent or attorney -in -fact must be accompanied by a sealed and dated power of attorney which shall show that it is effective on the date the agent or attorney -in -fact signed each bond. D. If the surety on any bond furnished by Contractor is declared bankrupt or becomes insolvent or its right to do business is terminated in the State of Texas or it ceases to meet the requirements of Paragraph 5.02.C, Contractor shall promptly notify City and shall, within 30 days after the event giving rise to such notification, provide another bond and surety, both of which shall comply with the rcquircmcnts of Paragraphs 5.01 and 5.02.C. 5.03 Certificates of Insurance Contractor shall deliver to City, with copies to each additional insured and loss payee identified in the Supplementary Conditions, certificates of insurance (other evidence of insurance requested by City or any other additional insured) in at least the minimum amount as specified in the Supplementary Conditions which Contractor is required to purchase and maintain. 1. The certificate of insurance shall document the City, and all identified entities named in the Supplementary Conditions as "Additional Insured" on all liability policies. CITY OF PORT WORTH STANDARD CONSTRUCTION SPECTPICATION DOCUMENTS Revisioir March9,2020 00 72 00 - 1 GENERAL OONDfT10NS Page 17 o1'63 2. The Contractor's general liability insurance shall include a, "per project" or "per location", endorsement, which shall be identified in the certificate of insurance provided to the City. 3. The certificate shall be signed by an agent authorized to bind coverage on behalf ofthe 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 Conti -actor agrees to waive all rights of subrogation against the Engineer (if applicable), and each additional insured identified in the Supplementary Conditions b. 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. S. 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 I 0%. 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: March9,2020 00 72 00 - i GENERAL CONDITIONS Page 18 or63 IieLI 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 establishcd 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 Contractors 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 Iiable: 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: March9,2020 00 72 00 - 1 GENERAL CONDITIONS Page 19 of 63 insurance or self-insurance programs afforded to the City. The Commercial General Liability policy, shall have no exclusions by endorsements that would alter of nullify premises/operations, products/completed operations, contractual, personal injury, or advertising injury, which are normally contained with the policy, unless the City approves sucli exclusions in writing. For construction prgm jects that present a substantial completed operation exposure, the City may require the contractor to maintain completed operations coverage for a minimum of no less than three (3) years following the completion of the project (if identified in the Supplementary Conditions), C. Automobile Liability. A commercial business auto policy shall provide coverage on "any auto", defined as autos owned, hired and non -owned and provide indemnity for claims for damages because bodily injury or death of any person and or property damage arising out of the work, maintenance or use of any motor vehicle by the Contractor, any Subcontractor or Supplier, or by anyone directly or indirectly employed by any of them to perform any of the Work, or by anyone for whose acts any of them may be liable. D. Railroad Protective Liability. If any of the work or any warranty work is within the limits of railroad right-of-way, the Contractor shall comply with the requirements identified in the Supplementary Conditions. E. Notification of'Policy Cancellation: Contractor shall immediately notify City upon cancellation or other loss of insurance coverage. Contractor shall stop work until replacement insurance has been procured. There shall be no time credit for days not worked pursuant to this section. 5.05 Acceptance of Bonds and Insurance; Option to Replace If City has any objection to the coverage afforded by or other provisions of the bonds or insurance required to be purchased and maintained by the Contractor in accordance with Article 5 on the basis of non-conformance with the Contract Documents, the City shall so notify the Contractor in writing within 10 Business Days after receipt of the certificates (or other evidence requested). Contractor shall provide to the City such additional information in respect of insurance provided as the City may reasonably request. If Contractor does not purchase or maintain all of the bonds and insurance required. by the Contract Documents, the City shall notify the Contractor in writing of such failure prior to the start of the Work, or of such failure to maintain prior to any change in the required coverage. ARTICLE 6 — CONTRACTOR'S RESPONSIBILITIES 6.01 Supervision and Superintendence A. Contractor shall supervise, inspect, and direct the Work competently and efficiently, devoting such attention thereto and applying such skills and expertise as may be necessary to perform the Work in accordance with the Contract Documents. Contractor shall be solely responsible for the means, methods, techniques, sequences, and procedures of construction. CrFY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision: MwIj 9, 2020 00 72 00 - I GENERAL CONDITIONS Page 20 of63 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 Equil)ment 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 SPEC111CATION DOCUMENTS Revision: March9, 2020 00 72 00 - 1 GENERAL CONDITIONS Page 21 or63 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 fi-om time to time as provided below. 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. 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 Iike, 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: Mmch9, 2020 00720D- 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 he no increase in cost to the City or increase in Contract Time; and 2) it will conform substantially to the detailed requirements of the item named in the Contract Documents. 2. Substitute Items: a. If in City's sole discretion an item of material or equipment proposed by Contractor does not qualify as an "or -equal" item under Paragraph 6.05.A.1, it may be submitted as a proposed substitute item. b. Contractor shall submit sufficient information as provided below to allow City to determine if the item of material or equipment proposed is essentially equivalent to that named and an acceptable substitute therefor. Requests for review of proposed substitute items of material or equipment will not be accepted by City from anyone other than Contractor. c. Contractor shall make written application to City for review of a proposed substitute item of material or equipment that Contractor seeks to furnish or use. The application shall comply with Section 01 25 00 and: 1) shall certify that the proposed substitute item will: a) perform adequately the functions and achieve the results called for by the general design; b) be similar in substance to that specified; c) be suited to the same use as that specified; and 2) will state: a) the extent, if any, to which the use of the proposed substitute item will prejudice Contractor's achievement of final completion on time; b) whether use of the proposed substitute item in the Work will require a change in any of the Contract Documents (or in the provisions of any other direct contract with City for other work on the Project) to adapt the design to the proposed substitute item; CITY OF FORT WORTH STANDARD CONSTRUCTION SPFCTFICATTON DOCUMENTS Revision: M"h9,2020 007200-1 GENERAL CONDITIONS Page 23 of G3 c) whether Incorporation or use of the proposed Substitute item in connection with the Work is subject to payment of any license fee or royalty; and 3) will identify: a) all variations of the proposed substitute item from that specified; b) available engineering, sales, maintenance, repair, and replacement services; and 4) shall contain an itemized estimate of all costs or credits that will result directly or indirectly from use of such substitute item, including costs of redesign and Damage Claims of other contractors affected by any resulting change. B. Substitute Construction Methods or Procedures: If a specific means, method, technique, sequence, or procedure of construction is expressly required by the Contract Documents, Contractor may furnish or utilize a substitute means, method, technique, sequence, or procedure of construction approved by City. Contractor shall submit sufficient information to allow City, in City's sole discretion, to determine that the substitute proposed is equivalent to that expressly called for by the Contract Documents. Contractor shall make written application to City for review in the same manner as those provided in Paragraph 6.05.A.2. C. City's Evaluation: City will be allowed a reasonable time within which to evaluate each proposal or submittal made pursuant to Paragraphs 6.05.A and 6.05.13. City may require Contractor to furnish additional data about the proposed substitute. City will be the sole judge of acceptability. No "or -equal" or substitute will be ordered, installed or utilized until City's review is complete, which will be evidenced by a Change Order in the case of a substitute and an accepted Submittal for an "or -equal." City will advise Contractor in writing of its determination. D. Special Guarantee: City may require Contractor to furnish at Contractor's expense a special performance guarantee, warranty, or other surety with respect to any substitute. Contractor shall indemnify and hold harmless City and anyone directly or indirectly employed by them from and against any and all claims, damages, losses and expenses (Including attorneys fees) arising out of the use of 'substituted materials or equipment. E. City's Cost Reimbursement: City will record City's costs in evaluating a substitute proposed or submitted by Contractor pursuant to Paragraphs 6.05.A.2 and 6.05.13. Whether or not City approves a substitute so proposed or submitted by Contractor, Contractor may be required to reimburse City for evaluating each such proposed substitute. Contractor may also be required to reimburse City for the charges for making changes in the Contract Documents (or in the provisions of any other direct contract with City) resulting from the acceptance of each proposed substitute. F. Contractor's Expense: Contractor shall provide all data in support of any proposed substitute or "or -equal" at Contractor's expense. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision: M=10,2020 00 72 00 - 1 GENERAL CONDITIONS Page 24 of 63 G. City Substitute Reimbursement: Costs (savings or charges) attributable to acceptance of a substitute shall be incorporated to the Contract by Change Order, H. Time.Extensions: No additional time will be granted for substitutions. 6.06 Concerning Subcontractors, Suppliers, and Others A. Contractor shall perform with his own organization, work of a value not less than 35% of the value embraced on the Contract, unless otherwise approved by the City. B. Contractor shall not employ any Subcontractor, Supplier, or other individual or entity, whether initially or as a replacement, against whom City may have reasonable objection. Contractor shall not be required to employ any Subcontractor, Supplier, or other individual or entity to furnish or perform any of the Work against whom Contractor has reasonable objection {excluding those acceptable to City as indicated in Paragraph 6.06.C). C. The City may from time to time require the use of certain Subcontractors, Suppliers, or other individuals or entities on the project, and will provide such requirements in the Supplementary Conditions. D. Minority Business Enterprise Compliance: It is City policy to ensure the filll 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 WORTII STANDARD CONSTRUCTION SPECIFICATION DOCTR4U-,NTS Revision: Marh9,2020 00 72 00 - 1 GENERAL CONDITIONS Page 25 of 63 1. shall create for the benefit of any such Subcontractor, Supplier, or other individual or entity any contractual relationship between City and any such Subcontractor, Supplier or other individual or entity; nor 2. shall create any obligation on the part of City to pay or to see to the payment of any moneys due any such Subcontractor, Supplier, or other individual or entity except as may otherwise be required by Laws and Regulations. F. Contractor shall be solely responsible for scheduling and coordinating the Work of Subcontractors, Suppliers, and other individuals or entities performing or furnishing any of the Work under a direct or indirect contract with Contractor. G. All Subcontractors, Suppliers, and such other individuals or entities performing or furnishing any of the Work shall communicate with City through Contractor. H. All Work performed for Contractor by a Subcontractor or Supplier will be pursuant to an appropriate agreement between Contractor and the Subcontractor or Supplier which specifically binds the Subcontractor or Supplier to the applicable terms and conditions of the Contract Documents for the benefit of City. 6.07 Wage Rates A. Duty to pay Prevailing Wage Rates. The Contractor shall comply with all requirements of Chapter 2258, Texas Government Code (as amended), including the payment of not less than the rates determined by the City Council of the City of Fort Worth to be the prevailing wage rates in accordance with Chapter 2258. Such prevailing wage rates are included in these Contract Documents. B. Penalty for Violation. A Contractor or any Subcontractor who does not pay the prevailing wage shall, upon demand made by the City, pay to the City $60 for each worker employed for each calendar day or part of the day that the worker is paid less than the prevailing wage rates stipulated in these contract documents. This penalty shall be retained by the City to offset its administrative costs, pursuant to Texas Government Code 2258.023. C. Complaints of Violations and City Determination of Good Cause. On receipt of information, including a complaint by a worker, concerning an alleged violation of 2258.023, Texas Government Code, by a Contractor or Subcontractor, the City shall make an initial determination, before the 31st day after the date the City receives the information, as to whether good cause exists to believe that the violation occurred. The City shall notify in writing the Contractor or Subcontractor and any affected worker of its initial determination. Upon the City's determination that there is good cause to believe the Contractor or Subcontractor has violated Chapter 2258, the City shall retain the full amounts claimed by the claimant or claimants as the difference between wages paid and wages due under the prevailing wage rates, such amounts being subtracted from successive progress payments pending a final determination of the violation. CITY OF FORT WORTH STANDARD CONSTRUCTION 5PECUICATION DOCUMENTS Revision: March 9, 2020 00 72 CC - 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 ct 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 (ii) the actual per diem wages paid to each worker. The records shall be open at all reasonable hours for inspection by the City. The provisions of Paragraph 6.23, Right to Audit, shall pertain to this inspection. F. Progress Payments. With each progress payment or payroll period, whichever is less, the Contractor shall submit an affidavit stating that the Contractor has complied with the requirements of Chapter 2258, Texas Government Code. G. Posting of Wage Rates. The Contractor shall post prevailing wage rates in a conspicuous place at all times. H. Subcontractor Compliance. The Contractor shall include in its subcontracts and/or shall otherwise require all of its Subcontractors to comply with Paragraphs A through G above. 6.08 Patent Tees 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, casts, losses, and damages (including but not limited to all fees and charges of engineers, architects, attorneys, and other professionals and all court or arbitration or other dispute resolution costs) arising out of or relating to any infringement of patent rights or copyrights incident to the use in the performance of'the Work or resulting from CITY OF FORT WORT] I STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS ReViSiOD: Manch%X20 007200- 1 GENERAL CONDITIONS Page 27 of 63 the incorporation in the Word of 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 al I governmental charges and inspection fees necessary for the prosecution of the Work which are applicable at the time of opening of Bids, or, if there are no Bids, on the Effective Date of the Agreement, except for permits provided by the City as specified in 6.09.B. City shall pay all charges of utility owners for connections for providing permanent service to the Work. B. City ohlained permits and licenses. City will obtain and pay for all permits and licenses as provided for in the Supplementary Conditions or Contract Documents. It will be the Contractor's responsibility to carry out the provisions of the permit. if the Contractor initiates changes to the Contract and the City approves the changes, the Contractor is responsible for obtaining clearances and coordinating with the appropriate regulatory agency. The City will not reimburse the Contractor for any cost associated with these requirements of any City acquired permit. The following are permits the City will obtain if required: 1. Texas Department of Transportation Permits 2. U.S. Army Corps of Engineers Permits 3. Texas Commission on Environmental Quality Permits 4. Railroad Company Permits C. Outstanding permits and licenses. The City anticipates acquisition of and/or access to permits and licenses. Any outstanding permits and licenses are anticipated to be acquired in accordance with the schedule set forth in the Supplementary Conditions. The Project Schedule submitted by the Contractor in accordance with the Contract Documents must consider any outstanding permits and licenses. 6.10 Lamy 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: March 9, 2020 007260- 1 GENERAL CONDITIONS Page28 o1"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 11, 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 11. B. Texas Tax permits and information may be obtained from: Comptroller of Public Accounts Sales Tax Division Capitol Station Austin, TX 78711; or 2. htt://Nvww.window.state.tx.us/taxinfo/taxforms/93-forms.htnil 6.12 Use of Site and Other Areas A. Limitation on Use of'Site and Other Areas: 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. 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 March9,2020 00 72 00 - 1 GENERAL CONDITIONS Page 29 of 63 3. Should any Damage Claim be made by any such owner or occupant because of the performance of the Work, Contractor shall promptly attempt to resolve the Damage Claim. 4. Pursuant to Paragraph 621, 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. K Loading Structures: Contractor shall not load nor permit any part of any structure to he 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 SPECIF1CA110N DOCUMENTS Revision: Mainh9,2020 00 72 00 - 1 GENERAL CONDITIONS Page 30 01"(13 take all necessary precautions for the safety of, and shall provide the necessary protection to prevent damage, injury or loss to: 1. all persons on the Site or who may be affected by the Work; 2, all the Work and materials and equipment to be incorporated therein, whether in storage on or off the Site; and 3. other property at the Site or adjacent thereto, including trees, shrubs, lawns, walks, pavements, roadways, structures, utilities, and Underground Facilities not designated for removal, relocation, or replacement in the course of construction. B. Contractor shall comply with all applicable Laws and Regulations relating to the safety of persons or property, or to the protection of persons or property from damage, injury, or loss; and shall erect and maintain all necessary safeguards for such safety and protection. Contractor shall notify owners of adjacent property and of Underground Facilities and other utility owners when prosecution of the Work may affect them, and shall cooperate with them in the protection, removal, relocation, and replacement of their property. C. Contractor shall comply with the applicable requirements of City's safety programs, if any. D. Contractor shall inform City of the specific requirements of Contractor's safety program, if any, with which City's employees and representatives must comply while at the Site. E. All damage, in 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 Rel)resentative 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 Meet ficalion 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 CONSTRUCTTON SPPCMCATTON DOCUMENTS Revision: Maich9,2020 007200- I GENERAL CONDITIONS Pagc 31 of 63 changes in the Work or variations from the Contract Documents have been caused thereby or arc 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. CIearly 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: March9,2020 00 72 00 - 1 GENERAL CONDITIONS Page 32 of 63 B. Where a Submittal is required by the Contract Documents or the Schedule of Submittals, any related Work performed prior to City's review and acceptance of the pertinent submittal will be at the sole expense and responsibility of Contractor. C. City s Revi",. I. City will provide timely review of required Submittals in accordance with the Schedule of Submittals acceptable to City. City's review and acceptance will be only to determine if the items covered by the submittals will, after installation or incorporation in the Work, conform to the information given in the Contract Documents and be compatible with the design concept of the completed Project as a functioning whole as indicated by the Contract Documents. 2. City's review and acceptance will not extend to means, methods, techniques, sequences, or procedures of construction (except where a particular means, method, technique, sequence, or procedure of construction is specifically and expressly called for by the Contract Documents) or to safety precautions or programs incident thereto. The review and acceptance of a separate item as such will not indicate approval of the assembly in which the item functions. 3. City's review and acceptance shall not relieve Contractor from responsibility for any variation from the requirements of the Contract Documents unless Contractor has complied with the requirements of Section 01 33 00 and City has given written acceptance of each such variation by specific written notation thereof incorporated in or accompanying the Submittal. City's review and acceptance shall not relieve Contractor from responsibility for complying with the requirements of the Contract Documents. 6.19 Continuing the Work Except as otherwise provided, Contractor shall carry on the Work and adhere to the Project Schedule during all disputes or disagreements with City. No Work shall be delayed or postponed pending resolution of any disputes or disagreements, except as City and Contractor may otherwise agree in writing. 6.20 Contractor's General Warranty and Guarantee A. Contractor warrants and guarantees to City that all Work will be in accordance with the Contract Documents and will not be defective. City and its officers, directors, members, partners, employees, agents, consultants, and subcontractors shall be entitled to rely on representation of Contractor's warranty and guarantee. B. Contractor's warranty and guarantee hereunder excludes defects or damage caused by: 1. abuse, modification, or improper maintenance or operation by persons other than Contractor, Subcontractors, Suppliers, or any other individual or entity for whom Contractor is responsible; or CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Rmsion: March9,2020 00 72 00 - 1 GENERAL CONDITIONS Page 33 of 63 2. normal wear and tear under normal usage. C. Contractor's obligation to perform and complete the Work in accordance with the Contract Documents shall be absolute. None of the following will constitute an acceptance of Work that is not in accordance with the Contract Documents or a release of Contractor's obligation to perform the Work in accordance with the Contract Documents: I. observations by City; 2. recommendation or payment by City of any progress or final payment; 3. the issuance of a certificate of Final Acceptance by City or any payment related thereto by City; 4. use or occupancy of the Work or any part thereof by City; 5. any review and acceptance of a Submittal by City; 6. any inspection, test, or approval by others; or 7. any correction of defective Work by City. D. The Contractor shall remedy any defects or damages in the Work and pay for any damage to other work or property resulting therefrom which shall appear within a period of two (2) years from the date of Final Acceptance of the Work unless a longer period is specified and shall furnish a good and sufficient maintenance bond, complying with the requirements of Article 5.02.B. The City will give notice of observed defects with reasonable promptness. 6.21 Indemnification A. Contractor covenants and agrees to indemnify, hold harmless and defend, at its own expense, the City, its officers, servants and employees, from and against any and all claims arising out of, or alleged to arise out of, the work and services to be performed by the Contractor, its officers, agents, employees, subcontractors, licenses or invitees under this Contract. THIS INDEMNIFICATION PROVISION IS SPECIFICALLY INTENDED TO OPERATE AND BE EFFECTIVE EVEN IF IT IS ALLEGED OR PROVEN THAT ALL OR SOME OF THE DAMAGES BEING SOUGHT WERE CAUSED, IN WHOLE OR IN PART, BY ANY ACT, OMISSION OR NEGLIGENCE OF THE CITY. This indemnity provision is intended to include, without limitation, indemnity for costs, expenses and legal fees incurred by the City in defending against such claims and causes of actions. B. Contractor covenants and agrees to indemnify and hold harmless, at its own expense, the City, its officers, servants and employees, from and against any and all loss, damage or destruction of property of the City, arising out of, or alleged to arise out of, the work and services to be performed by the Contractor, its officers, agents, employees, subcontractors, licensees or invitees under this Contract. THIS INDEMNIFICATION PROVISION IS CITY OF FOR"r WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision Mwh9,2020 00 72 00 - 1 GENERAL CONDITIONS Page 34 of-63 SPECIFICALLY INTENDED TO OPERATE AND BE EFFECTIVE EVEN IF IT IS ALLEGED OR PROVEN THAT ALL OR SOME OF THE DAMAGES BEING SOUGHT WERE CAUSED, IN WHOLE OR IN PART- BY ANY ACT, ONUSSION OR NEGLIGENCE OF THE CITY. 6.22 Delegation of'Professional Design Services A. Contractor will not be required to provide professional design services unless such services are specifically required by the Contract Documents for a portion of the Work or unless such services are required to carry out Contractor's responsibilities for construction means, methods, techniques, sequences and procedures. B. If professional design services or certifications by a design professional related to systems, materials or equipment are specifically required of Contractor by the Contract Documents, City will specify all performance and design criteria that such services must satisfy. Contractor shall cause such services or certifications to be provided by a properly licensed professional, whose signature and seal shall appear on all drawings, calculations, specifications, certifications, and Submittals prepared by such professional. Submittals related to the Work designed or certified by such professional, if prepared by others, shall bear such professional's written approval when submitted to City. C. City shall be entitled to rely upon the adequacy, accuracy and completeness of the services, certifications or approvals performed by such design professionals, provided City has specified to Contractor performance and design criteria that such services must satisfy. D. Pursuant to this Paragraph 6.22, City's review and acceptance of design calculations and design drawings will be only for the limited purpose of checking for conformance with performance and design criteria given and the design concept expressed in the Contract Documents. City's review and acceptance of Submittals (except design calculations and design drawings) will be only for the purpose stated in Paragraph 6.18.C. 6.23 Right to Audit A. The Contractor agrees that the City shall, until the expiration of three (3) years after final payment under this Contract, have access to and the right to examine and photocopy any directly pertinent boobs, 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 CfrY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMLNTS Rovi lion: March 9, 2020 0072 00 - I GENERAL CONDITIONS Pagc 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 fimded 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 amendett 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 THC 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 shal I 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 PORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision: Mach9,2020 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: March 9,2020 00 72 00 - 1 GENERAL CONDITIONS Cage 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 I-Iazardous 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: March 9, 2020 00 72 00 - 1 GENERAL CONDITIONS Page 38 of 63 9.03 Authorized Variations in Work City's Project Manager may authorize minor variations in the Work from the requirements of the Contract Documents which do not involve an adjustment in the Contract Price or the Contract Time and are compatible with the design concept of the completed Project as a functioning whole as indicated by the Contract Documents. These may be accomplished by a .Field Order and will be binding on City and also on Contractor, who shall perform the Work involved promptly. 9.04 Rejecting Defective Work City will have authority to reject Work which City's Project Manager believes to be defective, or will not produce a completed Project that conforms to the Contract Documents or that will prejudice the integrity of the design concept of the completed Project as a functioning whole as indicated by the Contract Documents. City will have authority to conduct special inspection or testing of the Work as Provided in Article 13, whether or not the Work is fabricated, installed, or completed. 9.05 Determinations for Work Performed Contractor will determine the actual quantities and classifications of Work performed. City's Project Manager will review with Contractor the preliminary determinations on such matters before rendering a written recommendation. City's written decision will be final (except as modified to reflect changed factual conditions or more accurate data). 9.0E 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 woRTI I STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision: March 9, 2020 00 72 00 - 1 GENERAL CONDITIONS Page 39 of 63 10.02 Unauthorized Changes in the Work Contractor shall not be entitled to an increase in the Contract Price or an extension of the Contract Time with respect to any work performed that is not required by the Contract Documents as amended, modified, or supplemented as provided in Paragraph 3.04, except in the case of an emergency as provided in Paragraph 6.17. 10.03 Execution of'Change Orders A. City and Contractor shall execute appropriate Change Orders covering: 1. changes in the Work which are: (i) ordered by City pursuant to Paragraph 10.01.A, (ii) required because of acceptance of defective Work under Paragraph 13.08 or City's correction of defective Work under Paragraph 13.09, or (iii) agreed to by the parties; 2, changes in the Contract Price or Contract Time which are agreed to by the parties, including any undisputed sum or amount of time for Work actually performed. 10.04 Extra Work A. Should a difference arise as to what does or does not constitute Extra Work, or as to the payment thereof, and the City insists upon its performance, the Contractor shall proceed with the work after making written request for written orders and shall keep accurate account of the actual reasonable cost thereof, Contract Claims regarding Extra Work shall be made pursuant to Paragraph 10.06. B. The Contractor shall furnish the City such installation records of all deviations from the original Contract Documents as may be necessary to enable the City to prepare for permanent record a corrected set of plans showing the actual installation. C. The compensation agreed upon for Extra Work whether or not initiated by a Change Order shall be a full, complete and final payment for all costs Contractor incurs as a result or relating to the change or Extra Work, whether said costs are known, unknown, foreseen or unforeseen at that time, including without limitation, any costs for delay, extended overhead, ripple or impact cost, or any other effect on changed or unchanged work as a result of the change or Extra Work. 10.05 Notification to Surety If the provisions of any bond require notice to be given to a surety of any change affecting the general scope of the Work or the provisions of the Contract Documents (including, but not limited to, Contract Price or Contract Time), the giving of any such notice will be Contractor's responsibility. The amount of each applicable bond will be adjusted by the Contractor to reflect the effect of any such change. CITY OF PORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision Mach9,2020 00 72 00 - 1 GENERAL CONDITIONS Page 40 of 63 10.06 Contract Claims Process A. City's Decision Required: All Contract Claims, except those waived pursuant to Paragraph 14.09, shall be referred to the City for decision. A decision by City shall be required as a condition precedent to any exercise by Contractor of any rights or remedies he may otherwise have under the Contract Documents or by Laws and Regulations in respect of such Contract Claims. B. Notice.- 1. Written notice stating the general nature of each Contract Claim shall be delivered by the Contractor to City no later than 15 days after the start of the event giving rise thereto. The responsibility to substantiate a Contract Claim shall rest with the party malting 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 or FORT WORT14 STANDARD CONSTRUCTION SPI?C RCATION DOCUMENTS Revision- M=h 9, 2020 00 72 00 - 1 GENERAL CONDITIONS Page 41 of 63 D. City's written action under Paragraph 10.06.0 will be final and binding, unless City or Contractor invoke the dispute resolution procedure set forth in Article 16 within 30 days of such action or denial. E. No Contract Claim for an adjustment in Contract Price or Contract Time will be valid if not submitted in accordance with this Paragraph 10.06. ARTICLE II — COST OF THE WORK; ALLOWANCES; UNIT PRICE WORK; PLANS QUANTITY MEASUREMENT 11.01 Cost of the Work A. Costs Included: The term Cost of the Work means the sum of all costs, except those excluded in Paragraph 11.01.13, necessarily incurred and paid by Contractor in the proper performance of the Work. When the value of any Work covered by a Change Order, the costs to be reimbursed to Contractor will be only those additional or incremental costs required because of the change in the Work. Such costs shall not include any of the costs itemized in Paragraph 11.01.13, and shall include but not be limited to the following items: Payroll costs for employees in the direct employ of Contractor in the performance of the Work under schedules of job classifications agreed upon by City and Contractor. Such employees shall include, without limitation, superintendents, foremen, and other personnel employed full time on the Work. Payroll costs for employees not employed full time on the Work shall be apportioned on the basis of their time spent on the Work. Payroll costs shall include; a. salaries with a 55% markup, or b. salaries and wages plus the cost of fringe benefits, which shall include social security contributions, unemployment, excise, and payroll taxes, workers' compensation, health and retirement benefits, bonuses, sick leave, vacation and holiday pay applicable thereto. The expenses of performing Work outside of Regular Working Hours, Weekend Working Hours, or legal holidays, shall be included in the above to the extent authorized by City. 2. Cost of all materials and equipment furnished and incorporated in the Work, including costs of transportation and storage thereof, and Suppliers' field services required in connection therewith. 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, Ioading, 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 PORT WO1iU7'H STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision: Match 9,2020 007200- 1 GENERAL CONDITIONS Page 42 of G3 4. Payments made by Contractor to Subcontractors for Work performed by Subcontractors. If required by City, Contractor shall obtain competitive bids from subcontractors acceptable to City and Contractor and shall deliver such bids to City, who will then determine, which bids, if any, will be acceptable. If any subcontract provides that the Subcontractor is to be paid on the basis of Cost of the Work plus a fee, the Subcontractor's Cost of the Work and fee shall be determined in the same manner as Contractor's Cost of the Work and fee as provided in this Paragraph 1 1.01. 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. `I'hc 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 consumcd 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, CrrY OF FORT WORTI T STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision: Man;h 9, 2020 007200-1 GENERAL CONDITIONS Page 43 ol' 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 Work shall not include any of the following items: Payroll costs and other compensation of Contractor's officers, executives, principals (of partnerships and sole proprietorships), general managers, safety managers, engineers, architects, estimators, attorneys, auditors, accountants, purchasing and contracting agents, expediters, timekeepers, clerks, and other- personnel employed by Contractor, whether at the Site or in Contractor's principal or branch office for general administration of the Work and not specifically included in the agreed upon schedule of job classifications referred to in Paragraph 11.0I.A.1 or specifically covered by Paragraph I 1.01.A.4, all of which are to be considered administrative costs covered by the Contractor's fee. 2. Expenses of Contractor's principal and branch offices other than Contractor's office at the Site. 3. Any part of Contractor's capital expenses, including interest on Contractor's capital employed for the Work and charges against Contractor for delinquent payments. 4. Costs due to the negligence of Contractor, any Subcontractor, or anyone directly or indirectly employed by any of them or for whose acts any of them may be liable, including but not limited to, the correction of defective Work, disposal of materials or equipment wrongly supplied, and making good any damage to property. 5. Other overhead or general expense costs of any kind. C. Contractor's Fee: When all the Work is performed on the basis of cost-plus, Contractor's fee shall be determined as set forth in the Agreement. When the value of any Work covered by a Change Order for an adjustment in Contract Price is determined on the basis of Cost of the Work, Contractor's fee shall be determined as set forth in Paragraph 12.01.C. D. Documentation: Whenever the Cost of the Work for any purpose is to be determined pursuant to Paragraphs 11.0LA 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. I1.02 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 WORTI I STANDAIM CONSTRUCTION SPECIFICATION DOCUMENTS Revision- Mamh9,2020 00 72 00 - 1 GENERAL CONDITIONS Page 44 of 63 a. the pre -bid allowances include the cost to Contractor of materials and equipment required by the allowances to be delivered at the Site, and all applicable taxes; and b. Contractor's costs for unloading and handling on the Site, labor, installation, overhead, profit, and other expenses contemplated for the pre -bid allowances have been included in the allowances, and no demand for additional payment on account of any of the foregoing will be valid. C. Contingency Allo, Rance: 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 Unil 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 ad_just►nent 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 ReviSiOD: Maich9,2020 00 72 00 - 1 GENERAL CONDITIONS ]'age 45 of63 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. 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: March 9,2020 007200- 1 GENERAL CONDITIONS Page 46 of 63 E. For callout work or non -site specific Contracts, the plans quantity measurement requirements are not applicable. ARTICLE 12 — CHANGE OF CONTRACT PRICE+'; CHANGE OF CONTRACT TIME 12.01 Change of'Contract Price A. The Contract Price may only be changed by a Change Order. B. The value of any Work covered by a Change Order will be determined as follows: 1. where the Work involved is covered by unit prices contained in the Contract Documents, by application of such unit prices to the quantities of the items involved (subject to the provisions of Paragraph I 1.03); or 2. where the Work involved is not covered by unit prices contained in the Contract Documents, by a mutually agreed lump sum or unit price (which may include an allowance for overhead and profit not necessarily in accordance with Paragraph 12.01.C.2), and shall include the cost of any secondary impacts that are foreseeable at the time of pricing the cost of Extra Work; or 3. where the Work involved is not covered by unit prices contained in the Contract Documents and agreement to a lump sum or unit price is not reached under Paragraph 12.01.132, on the basis of the Cost of the Work (determined as provided in Paragraph 11.01) plus a Contractor's fee for overhead and profit (determined as provided in Paragraph 12.01.C). C. Contractor's Fee: The Contractor's additional fee for overhead and profit shall be determined as follows: 1. a mutually acceptable fixed fee; or 2. if a fixed fee is not agreed upon, then a fee based on the following percentages of the various portions of the Cost of the Work: a. for costs incurred under Paragraphs 11.01.A.1, 11.01.A.2. and 11.0l.A.3, the Contractor's additional fee shall be 15 percent except for: 1) rental fees for Contractor's own equipment using standard rental rates; 2) bonds and insurance; b. for costs incurred under Paragraph 11.01.A.4 and 11.0I .A.5, the Contractor's fee shall be five percent (5%); 1) where one or more tiers of subcontracts are on the basis of Cost of the Work plus a fee and no fixed fee is agreed upon, the intent of Paragraphs 12.0l.C.2.a and 12.01.C.2.b is that the Subcontractor who actually performs the Work, at whatever CITY OF FORT WORTH STANDARD CONSTRUCTION SPT CIPICATION DOCUMENTS Revision: Maidi9,2020 007200-1 GENERAL CONDITIONS Page 47 of 63 tier, will be paid a fee of l 5 percent of the costs incurred by such Subcontractor under Paragraphs 1.1.0l.A.J and I LO1.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 of25%; C. DO fee shall be payable on the basis of costs itemized under Paragraphs 11.01.A.6, and 11.01.13; d. the amount of credit to be allowed by Contractor to City for any change which results in a net decrease in cost will be the amount of the actual net decrease in cost plus a deduction in Contractor's fee by an amount equal to five percent (5%) of such net decrease. 12.02 Change of Contract Time A. The Contract Time may only be changed by a Change Order. B. No extension of the Contract Time will be allowed for Extra Work or for claimed delay unless the Extra Work contemplated or claimed delay is shown to be on the critical path of the Project Schedule or Contractor can show by Critical Path Method analysis how the Extra Work or claimed delay adversely affects the critical path. 12.03 Delays A. Where Contractor is reasonably delayed in the performance or completion of any part of the Work within the Contract Time due to delay beyond the control of Contractor, the Contract Time may be extended in an amount equal to the time lost due to such delay if a Contract Claim is made therefor. Delays beyond the control of Contractor shall include, but not be limited to, acts or neglect by City, acts or neglect of utility owners or other contractors performing other work as contemplated by Article 7, fires, floods, epidemics, abnormal weather conditions, or acts of God. Such an adjustment shall be Contractor's sole and exclusive remedy for the delays described in this Paragraph. B. If Contractor is delayed, City shall not be liable to Contractor for any claims, costs, losses, or damages (including but not limited to all fees and charges of engineers, architects, attorneys, and other professionals and all court or arbitration or other dispute resolution costs) sustained by Contractor on or in connection with any other project or anticipated project. C. Contractor shall not be entitled to an adjustment in Contract Price or Contract Time for delays within the control of Contractor. Delays attributable to and within the control of a Subcontractor or Supplier shall be deemed to be delays within the control of Contractor. D. The Contractor shall receive no compensation for delays or hindrances to the Work, except when direct and unavoidable extra cost to the Contractor is caused by the failure of the City to provide information or material, if any, which is to be furnished by the City. CITY OF FORT WORTI I STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision_ March 9,2020 00 72 00 - 1 GENERAL CONDITIONS Page 48 of 63 ARTICLE 13 — TESTS AND INSPECTIONS; CORRECTION, REMOVAL OR ACCEPTANCE OF DEFECTIVE WORK 13.01 Notice of Defects Notice of all defective Work of which City has actual knowledge will be given to Contractor. Defective Work 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 `Pests and Insl9ections A. Contractor shall give City timely notice of readiness of the Work for all required inspections, tests, or approvals and shall cooperate with inspection and testing personnel to facilitate required inspections or tests. B. if Contract Documents, Laws or Regulations of any public body having jurisdiction require any of the Work (or part thereof} to be inspected, tested, or approved, Contractor shall assume full responsibility for arranging and obtaining such independent inspections, tests, retests or approvals, pay all costs in connection therewith, and furnish City the required certificates of inspection or approval; excepting, however, those fees specifically identified in the Supplementary Conditions or any Texas Department of Licensure and Regulation (TDLR) inspections, which shall be paid as described in the Supplementary Conditions. C. Contractor shall be responsible for arranging and obtaining and shall pay all costs in connection with any inspections, tests, re -tests, or approvals required for City's acceptance of materials or equipment to be incorporated in the Work; or acceptance of materials, mix designs, or equipment submitted for approval prior to Contractor's purchase thereof for incorporation in the Work. Such inspections, tests, re -tests, or approvals shall be performed by organizations acceptable to City. D. City may arrange for the services of an independent testing laboratory ("Testing Lab") to perform any inspections or tests ("Testing") for any part of the Work, as determined solely by City. 1. City will coordinate such Testing to the extent possible, with Contractor; 2. Should any Testing under this Section 13.03 D result in a "fail", "did not pass" or other similar negative result, the Contractor shall be responsible for paying for any and all retests. Contractor's cancellation without cause of City initiated Testing shall be deemed a negative result and require a retest. CITY OF FORT WORTH SrANDARDCONSTRUCTTON SPECIFICATION DOCUMENTS Revision; Much 9, 2020 00 72 00 - 1 GENERAL CONDITIONS Page 49 o1'63 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. 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 CfrY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision: March 9, 2020 00 72 00 - 1 GENERAL CONDITIONS Page 50 ol'63 Subcontractor, any Supplier, any other individual or entity, or any surety for, or employee or agent of any of them. 13.06 Correction or Removal of Defective Work A. Promptly after receipt of written notice, Contractor shall correct all defective Work pursuant to an acceptable schedule, whether or not fabricated, installed, or completed, or, if the Work has been rejected by City, remove it from the Project and replace it with Work that is not defective. Contractor shall pay all claims, costs, additional testing, losses, and damages (including but not limited to all fees and charges of engineers, architects, attorneys, and other professionals and all court or arbitration or other dispute resolution costs) arising out of or relating to such correction or removal (including but not limited to all costs of repair or replacement of work of others). Failure to require the removal of any defective Work shall not constitute acceptance of such Work. B. When correcting defective Work under the terms of this Paragraph 13.06 or Paragraph 13.07, Contractor shall take no action that would void or otherwise impair City's special warranty and guarantee, if any, on said Work. 13.07 Correction Period A. If within two (2) years after the date of Final Acceptance (or such longer period of time as may be prescribed by the terms of any applicable special guarantee required by the Contract Documents), any Work is found to be defective, or if the repair of any damages to the land or areas made available for Contractor's use by City or permitted by Laws and Regulations as contemplated in Paragraph 6.10.A is found to be defective, Contractor shall promptly, without cost to City and in accordance with City's written instructions: 1. repair such defective land or areas; or 2. correct such defective Work; or 3. if the defective Work has been rejected by City, remove it from the Project and replace it with Work that is not defective, and 4. satisfactorily correct or repair or remove and replace any damage to other Work, to the work of others or other land or areas resulting therefrom. B. If Contractor does not promptly comply with the terms of City's written instructions, or in an emergency where delay would cause serious risk of loss or damage, City may have the defective Work corrected or repaired or may have the rejected Work removed and replaced. All claims, costs, losses, and damages (including but not limited to all fees and charges of engineers, architects, attorneys, and other professionals and all court or other dispute resolution costs) arising out of or relating to such correction or repair or such removal and replacement (including but not limited to all costs of repair or replacement of work of others) will be paid by Contractor. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision: Much4,2020 007200- 1 GENERAL CONDITIONS Page 51 of 63 C. In special circumstances where a particular Item of equipment is placed in continuous service before Final Acceptance of all the Work, the correction period for that item may start to run from an earlier date if so provided in the Contract Documents. D. Where defective Work (and damage to other Work resulting therefrom) has been corrected or removed and replaced under this Paragraph 13.07, the correction period hereunder with respect to such Work may be required to be extended for an additional period of one year after the end of the initial correction period. City shall provide 30 days written notice to Contractor should such additional warranty coverage be required. Contractor may dispute this requirement by filing a Contract Claim, pursuant to Paragraph 10.06. E. Contractor's obligations under this Paragraph 13.07 are in addition to any other obligation or warranty. The provisions of this Paragraph 13.07 shall not be construed as a substitute for, or a waiver of, the provisions of any applicable statute of limitation or repose. 13.08 Acceptance of Defective Work If, instead of requiring correction or removal and replacement of defective Work, City prefers to accept it, City may do so. Contractor shall pay all claims, costs, losses, and damages (including but not limited to all fees and charges of engineers, architects, attorneys, and other professionals and all court or other dispute resolution costs) attributable to City's evaluation of and determination to accept such defective Work and for the diminished value of the Work to the extent not otherwise paid by Contractor. If any such acceptance occurs prior to Final Acceptance, a Change Order will be issued incorporating the necessary revisions in the Contract Documents with respect to the Work, and City shall be entitled to an appropriate decrease in the Contract Price, reflecting the diminished value of Work so accepted. 13.09 City May Correct Defective Work A. If Contractor fails within a reasonable time after written notice from City to correct defective Work, or to remove and replace rejected Work as required by City in accordance with Paragraph 13.06.A, or if Contractor fails to perform the Work in accordance with the Contract Documents, or if Contractor fails to comply with any other provision of the Contract Documents, City may, after seven (7) days written notice to Contractor, correct, or remedy any such deficiency. B. In exercising the rights and remedies under this Paragraph 13.09, City shall proceed expeditiously. In connection with such corrective or remedial action, City may exclude Contractor from all or part of the Site, take possession of all or part of the Work and suspend Contractor's services related thereto, and incorporate in the Work all materials and equipment incorporated in the Work, stored at the Site or for which City has paid Contractor but which are stored elsewhere. Contractor shall allow City, City's representatives, agents, consultants, employees, and City's other contractors, access to the Site to enable City to exercise the rights and remedies under this Paragraph. C. All claims, costs, losses, and damages (including but not limited to all fees and charges of engineers, architects, attorneys, and other professionals and all court or other dispute resolution CrrY OF PORT WORTH STANDARD CONSTRUCHON SPECIFICATION DOCUMENTS Revision Mawh9,2020 00 72 00 - 1 GENERAL CONDITIONS Page 52 of63 costs) incurred or sustained by City in cxcreising the rights and remedies under this Paragraph 13.09 will be charged against Contractor, and a Change Order will be issued incorporating the necessary revisions in the Contract Documents with respect to the Work; and City shall be entitled to an appropriate decrease in the Contract Price. D. Contractor shall not be allowed an extension of the Contract Time because of any delay in the performance of the Work attributable to the exercise of City's rights and remedies under this Paragraph 13.09. ARTICLE 14 — PAYMENTS TO CONTRACTOR AND COMPLETION 14.01 Schedule of Values The Schedule of Values for lump sum contracts established as provided in Paragraph 2.07 will serve as the basis for progress payments and will be incorporated into a form of Application for Payment acceptable to City. Progress payments on account of Unit Price Work will be based on the number of units completed. 14.02 Progress Payments A. /:applications for Payments: 1. Contractor is responsible for providing all information as required to become a vendor of the City. 2. At least 20 days before the date established in the General Requirements for each progress payment, Contractor shall submit to City for review an Application for Payment filled out and signed by Contractor covering the Work completed as of the date of the Application and accompanied by such supporting documentation as is required by the Contract Documents. 3. If payment is requested on the basis of materials and equipment not incorporated in the Work but delivered and suitably stored at the Site or at another location agreed to in writing, the Application for Payment shall also be accompanied by a bill of sale, invoice, or other documentation warranting that City has received the materials and equipment free and clear of all Liens and evidence that the lmaterials 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 stipulated in the Contract Documents. CITY OF FORT WORT11 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision Mar69,2020 00 72 00 - 1 GENERAL CONDITIONS Page 53 of63 B. Review ofAppliccrtions 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 the completed Work has been damaged by the Contractor or his 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: Marsh 9,2020 007200-1 GENERAL CONDITIONS Page 54 of 63 c. City has actual knowledge of the occurrence of any of the events enumerated in Paragraph 15.02.A. C. Relainage: 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 deducted from the monies due the Contractor, not as a penalty, but as liquidated damages suffered by the City. F. 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 tiled 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 PORT WORTH STANDARD CONSTRUCTION SPPCTTCATION DOCUMENTS Revision' Much 9, 2020 1107200- 1 GENERAL CONDITIONS Page 55 of G3 I4.04 Partial Utilization A. Prior to Final Acceptance of all the Work, City may use or occupy any substantially completed 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 by City 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. Within a reasonable time after notification as enumerated in Paragraph 14.05.A.1, City and Contractor shall make an inspection of that part of the Work to determine its status of completion. If City does not consider that part of the Work to be substantially complete, City will notify Contractor in writing giving the reasons therefor. 3. Partial Utilization will not constitute Final Acceptance by City. 14.05 Final Inspection A. Upon written notice from Contractor that the entire Work is 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. 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 of the City and the date of Final Inspection. 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. 14.06 Final Acceptance Upon completion by Contractor to City's satisfaction, of any additional Work identified in the Final Inspection, City will issue to Contractor a letter of Final Acceptance. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision: March4,2020 00 72 00 - 1 GENERAL CONDITIONS Page 56 of 63 14.07 Final Payment A. Application for Payment..- 1. Upon Final Acceptance, and in the opinion of City, Contractor may make an application for final payment following the procedure for progress payments in accordance with the Contract Documents, 2. The final Application for Payment shall be accompanied (except as previously delivered) by: a. all documentation called for in the Contract Documents, including but not limited to file evidence of insurance required by Paragraph 5.03; b. consent of the surety, if any, to final payment; c. a list of all pending or released Damage Claims against City that Contractor believes are unsettled; and d. affidavits of payments and complete and legally effective releases or waivers (satisfactory to City) of all lien rights arising out of or Liens filed in connection with the Work. B. Payment Becomes Dire; 1. After City's acceptance of the Application for Payment and accompanying documentation, requested by Contractor, less previous payments madc 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 requireinents 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: March 4, 2020 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 tinder 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 S'ztspend 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 STANDARIICONSrRUCTION SPECIFICATION DOCUMENTS RevisionMarch9,2020 007200- 1 GENERAL CONDITIONS Page 58 or63 15.02 City May Terminate for Cause A. The occurrence of anyone or more of the following events byway 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 420020-12-2011established under Paragraph 6.06.1)}; 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. I. 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 WORTI I STANDARD CONSTRUCTION SPECTFTCATION DOCUMENTS Revision March9,2020 0072Of) - I GENERAL CONDITIONS Page 59 o1`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 wORT11 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision- March 9, 2020 007200- 1 GENERAL CONDITIONS Page 60 of C3 15.03 City May Terminate For Convenience A. City may, without cause and without prejudice to any other right or remedy of City, terminate the Contract. Any termination shall be effected by mailing a notice of the termination to the Contractor specifying the extent to which performance of Work under the contract is terminated, and the date upon which such termination becomes effective. Receipt of the notice shall be deemed conclusively presumed and established when the letter is placed in the United States Postal Service Mail by the City. Further, it shall be deemed conclusively presumed and established that such termination is made with just cause as therein stated; and no proof in any claim, demand or suit shall be required of the City regarding such discretionary action. B. After receipt of a notice of termination, and except as otherwise directed by the City, the Contractor shall: 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 Rcvi sign: March 9, 2020 00 72 00 - I GENERAL CONDITIONS Page 61 of 63 D. Not later than 15 days thereafter, the City shall accept title to such items provided, that the list submitted shall be subject to verification by the City upon removal of the items or, if the items are stored, within 45 days from the date of submission of the list, and any necessary adjustments to correct the list as submitted, shall be made prior to final settlement. E. Not later than 60 days after the notice of termination, the Contractor shall submit his termination claim to the City in the form and with the certification prescribed by the City. Unless an extension is made in writing within such 60 day period by the Contractor, and granted by the City, any and all such claims shall be conclusively deemed waived. P. 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 surns 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: CITY OF FORT WORTH STANDARDCONSTRUCrION SPECIFICATION DOCUMENTS Revision: Mach 9,2020 00 72 00 - 1 GENERAL CONDITIONS Page 02 or63 elects in writing to invoke any other dispute resolution process provided for in the Supplementary Conditions; or 2. agrees with the other party to submit the Contract Claim to another dispute resolution process; or 3. gives written notice to the other party of the intent to submit the Contract Claim to a court of competent jurisdiction. ARTICLE 17 — MISCELLANEOUS 17.01 Giving Notice A. Whenever any provision of the Contract Documents requires the giving of written notice, it will be deemed to have been validly given if: 1. delivered in person to the individual or to a member of the firm or to an officer of the corporation for whom it is intended; or 2. delivered at or sent by registered or certified mail, postage prepaid, to the last business address known to the giver of the notice. B. Business address changes must be promptly made in writing to the other party. C. Whenever the Contract Documents specifies giving notice by electronic means such electronic notice shall be deemed sufficient upon confirmation of receipt by the receiving party. 17.02 Computation of Times When any period of time is referred to in the Contract Documents by days, it will be computed to exclude the first and include the last day of such period. if the last day of any such period falls on a Saturday or Sunday or on a day made a legal holiday the next Working Day shall become the last day of the period. 17.03 Cumulative Remedies The duties and obligations imposed by these General Conditions and the rights and remedies available hereunder to the parties hereto are in addition to, and are not to be construed in any way as a limitation of, any rights and remedies available to any or all of them which are otherwise imposed or available by Laws or Regulations, by special warranty or guarantee, or by ether 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. CrfY OF FORT WORTI I STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision- M=h9,2020 00 72 00 - 1 GENERAL CONDITIONS Page 63 of 63 17.04 Sur>>ival 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 WORT] I STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision- March9,2020 SECTION 00 73 00 SUPPLEMENTARY CONDITIONS TO GENERAL CONDITIONS Supplementary Conditions 00 73 00 SUPPLEMENTARY CONDITIONS Page 1 of 5 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 tull 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 6/25/2020: Outstanding Right -Of --Way, and/or Easements to Be Acquired PARCEL OWNER NUMBER None TARGET DATE OF POSSESSION 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 2O19 WSM-A (Lead Svcs D-1) STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CPN 102169 Revised March 9. 2020 00 73 00 SUPPLEMENTARY CONDITIONS Page 2 of'5 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 6/25/2020: EXPEC]']vl) UTILITY AND LOCATION TARGET DATE OF OWNER ADJUSTMENT Oncor Power Pole — alley // Merida & Sandage N of W 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 ol'explorations and tests of subsurface conditions at the Site of the Work: A Street Coring Project Report No. CPN 102168, date 8.13-20.19, prepared by the Capital Delivery Division/Soil Lab, and a Pavement Coring and Plasticity Index Analysis Report No. 2030002-04. dated 2.14.20, prepared by GLOBE F.,nginccrs, Inc, a consultant of the City, providing additional information on existing Pavement Conditions. The following are drawings of physical conditions in or relating to existing Surface and subsurface structures (except Underground Facilities) which are at or contiguous it) the site of the Work: None SC-4.06A., "Hazardous Environmental Conditions at Site" The following are reports and drawings of existing hazardous environmental conditions known to the City: None SC-5.03A., "Certificates of Insurance" The entities listed below are "additional insureds as their interest may appear" including their respective officers, directors, agents and employees. (1) City (2) Consultant: Visintainer Engineering, PLLC (3) Other: None SC-5.04A., "Contractor's Insurance" The limits of liability for the insurance required by Paragraph GC-5.04 shall provide the following coverages for not less than the following amounts or greater where required by laws and regulations: 5.04A. Workers' Compensation, under Paragraph GC-5.04A,. Slalwory lie?Tits EmployeT-'s liability $100,000 each acciclenlloccurrence S100,000 Disease - each employee S500,000 Disease - policy Iindt SC-5.04B., "Contractor's Insurance" CITY OF FORT WORTH 2019 WSM-A (Lead Svcs D-1) STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CPN 102169 Revised March 9, 2020 00 73 00 SUPPLEMENTARY CONDITIONS Page 3 of 5 5.0413. Commercial General Liability, under Paragraph GC-5.04B. Contractor's Liability Insurance under Paragraph GC-5.04B., which shall be on a per project basis covering the Contractor with minimum limits of: S1,000.000 each occurrence S2.000,000 aggregate limit The policy must have an endorsement (Amendment —Aggregate Limits of Insurance) making the General Aggregate Limits apply separately to cach.job site. The Commercial General Liability Insurance politics shall provide X", �V", 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. S1, 000, 000 each accident on a combined single limit basis. Split limits are acceptable if limits are at least: S250, 000 Bodily lrajw y per person / 5500, 000 Bodily Injury per accident / S100.000 Properly 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 interf ere 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 NIA N/A X Not required for this Contract With respect to the above outlined insurance requirements, the following shall govern: CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised March 9, 2020 2019 WSM-A (Lead Svcs D-1) CPN 102169 00 73 00 SUPPLEMENTARY CONDITIONS Page 4 of 5 t. Where a single railroad company is involved, the Contractor shall provide one insurance policy in the name of the railroad company. Ho-wever, if more than one grade separation or at -grade crossing is affected by the Project at entirely separate locations on the line or lines of the same railroad company. separate coverage may be required, each in the amount stated above. 2. Where more than one railroad company is operating on the same right-of-way or where several railroad companies are involved and operated on their own separate rights -of -way, the Contractor may be required to provide separate insurance policies in the name o f each railroad company. 3. If, in addition to a grade separation or an al -grade crossing, other work or activity is proposed on a railroad company's right-ol=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 "Fork 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 Sclicdule" Project schedule shall be tier 3 for the project. SC-6.07., "Wage Rates" The following is the prevailing wage rate table(s) applicable to this project and is provided in the Appendixes: CFW Horizontal Wage Rate Table A copy of the table is also available by accessing the City's website at: https://apps.fortwortbtexas.tiov/Proo CtResources/ You can access the file by following the directory path: 02-Construction Documents/Specifications/DivOO 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: Street Permit SC-6.09B. "City obtained permits and licenses" The following are known permits and/or- licenses required by the Contract to be acquired by the City: "Tree Removal Permit (included herein; GC 6.09 Permits and Utilities). CfrY OF FORT WORTH 2O19 WSM-A (Lead Svcs D-1) STANDARD CONSTRUCTION SPECIFICATION DOCUMENT'S Cl'N 102169 Revised March 9. 2020 00 73 00 SUPPLW NTARY CONDITIONS Page 5 of 5 SC-6.09C. "Outstanding permits and Iicenses" The following is a list ofknown outstanding permits and/or licenses to be acquired, if any as of June 25, 2020: Outstanding Permits and/or Licenses to Be Acquired OWNER PERMITOR LICENSE AND LOCATION TARGET DATE; OF POSSESSION I►r+T1- SC-7.02., "Coordination" The individuals or entities listed below have contracts Nvith the City for the performance of other work at the Site: Vendor Scope of Work Coordination Authority None SC-8.01, "Communications to Contractor" No special communication SC-9.01.., "City's Project Manager" The Ciiy's Project Manager for this Contract is Suby Varughessc, or his/her successor pursuant to written notification from the Director of Water Department. SC-13.03C., "Tests and Inspections" None SC-16.01 C.1, "Methods and Procedures" None END OF SECTION Revision Log DATE NAME SUMMARY OF CHANGE 1/2212016 F. Griffin SC-9.01., "City's Project Representative" wording changed to City's Project Manager. 3/9/2020 D.V. Magana SC-6.07, Updated the link such that files can be accessed via the City's website. CITY OF FORT WORTH 2019 WSM-A (bead Svcs D-1) STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CPN 102169 Revised March 9, 2020 1 2 3 PART1- GENERAL 4 1.1 SUMMARY SECTION 01 11 00 SUMMARY OF WORK Ot I100-I SUMMARY OF WORK Pagc 1 of 3 5 A. Section Includes: 6 1. Summary of Work to be perfonned in accordance with the Contract Documents 7 B. Deviations from this City of Fort Worth Standard Specification 8 1. None. 9 C. Related Specification Sections include, but are not necessarily limited to: 10 1. Division 0 - Bidding Requirements, Contract Forms, and Conditions of the Contract 11 2. Division 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 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 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 I. 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 W&SS Rep1. Contract 2019, WSM-A (Lead Svcs D-1) STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CPN 102168 Revised December 20, 2012 01 1100-2 SUMMARY OF WORK Page 2 of 3 1 b. Excavated and waste materials shall be stored in such a way as not to interfere 2 with the use of spaces that may be designated to be left free and unobstructed 3 and so as not to inconvenience occupants of adjacent property. 4 c. If the street is occupied by railroad tracks, the Work shall be carried on in such 5 manner as not to interfere with the operation of the railroad. 6 1) All Work shall be in accordance with railroad requirements set forth in 7 Division 0 as well as the railroad permit. 8 D. Work within Easements 9 1. Do not enter upon private property for any purpose without having previously to obtained permission from the owner of such property. 11 2. Do not store equipment or material on private property unless and until the 12 specified approval of the property owner has been secured in writing by the 13 Contractor and a copy furnished to the City. 14 3. Unless specifically provided otherwise, clear all rights -of --way or easements of 15 obstructions which must be removed to make possible proper prosecution of the 16 Work as a part of the project construction operations. 17 4. Preserve and use every precaution to prevent damage to, all trees, shrubbery, plants, 18 lawns, fences, culverts, curbing, and all other types of structures or improvements, 19 to all water, sewer, and gas lines, to all conduits, overhead pole lines, or 20 appurtenances thereof, including the construction of temporary fences and to all 21 other public or private property adjacent to the Work. 22 5. Notify the proper representatives of the owners or occupants of the public or private 23 lands of interest in lands which might be affected by the Work. 24 a. Such notice shall be made at least 48 hours in advance of the beginning of the 25 Work. 26 b. Notices shall be applicable to both public and private utility companies and any 27 corporation, company, individual, or other, either as owners or occupants, 28 whose land or interest in land might be affected by the Work. 29 c. Be responsible for all damage or injury to property of any character resulting 30 from any act, omission, neglect, or misconduct in the manner or method or 31 execution of the Work, or at any time due to defective work, material, or 32 equipment. 33 6. Fence 34 a. Restore all fences encountered and removed during construction of the Project 35 to the original or a better than original condition. 36 b. Erect temporary fencing in place of the fencing removed whenever the Work is 37 not in progress and when the site is vacated overnight, and/or at all times to 38 provide site security. 39 c. The cost for all fence work within easements, including removal, temporary 40 closures and replacement, shall be subsidiary to the various items bid in the 41 project proposal, unless a bid item is specifically provided in the proposal. CITY OF FORT WOR1'rl W&SS Rep]. Contract 2019, WSM-A (Lead Svcs D-1) STANDARD CONSTRUCTION SPECIFICATTON DOCUMENTS CPN 102168 Revised December 20, 2012 01 It00-3 SUMMARY OF WORK Page 3 of 3 1 1.5 SUBMITTALS [NOT USED] 2 1.6 ACTION SUBMITTALSANFORMATIONAL SUBMITTALS [NOT USED] 3 1.7 CLOSEOUT SUBMITTALS [NOT USED] 4 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 5 1.9 QUALITY ASSURANCE [NOT USED] 6 1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED] 7 1.11 FIELD [SITE] CONDITIONS [NOT USED] 8 1.12 WARRANTY [NOT USED] 9 PART 2 - PRODUCTS [NOT USED] 10 PART 3 - EXECUTION [NOT USED] m 12 13 END OF SECTION Revision Log I DATE I NAME I SUMMARY OF CHANGE CITY OF FORT WORTH W&SS Repl. Contract 2019, WSM-A (Lead Svcs D-1) STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CPN 102169 Revised December 20, 2012 01 2500- 1 SUBSTITUTION PROCEDURES Page 1 of4 I SECTION 0125 00 2 SUBSTITUTION PROCEDURES 3 PARTI- GENERAL 4 1.1 SUMMARY 5 A. Section Includes: 6 1.. The procedure for requesting the approval of substitution of a product that is not 7 equivalent to a product which is specified by descriptive or performance criteria or 8 defined by reference to I or more of the following: 9 a. Name of manufacturer 10 b. Name of vendor 11 c. Trade name 12 d. Catalog number 13 2. Substitutions are not "or -equals". 14 B. Deviations fi-om this City of Fort Worth Standard Specification 15 1. None. 16 C. Related Specification Sections include, but are not necessarily limited to: 17 1. Division 0 — Bidding Requirements, Contract Forms and Conditions of the Contract 18 2. Division I General Requirements 19 1.2 PRICE AND PAYMENT PROCEDURES 20 A. Measurement and Payment 21 1. Work associated with this Item is considered subsidiary to the various items bid. 22 No separate payment will be allowed for this Item. 23 1.3 REFERENCES [NOT USED] 24 1.4 ADMINISTRATIVE REQUIREMENTS 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 A. Request for Substitution - General 1. Within 30 days after award of Contract (unless noted otherwise), the City will consider formal requests from Contractor for substitution of products in place of those specified. 2. Certain types of equipment and kinds of material are described in Specifications by means of references to names of manufacturers and vendors, trade names, or catalog numbers. a. When this method of specifying is used, it is not intended to exclude from consideration other products bearing other manufacturer's or vendor's names, trade names, or catalog numbers, provided said products are "or -equals," as determined by City. 3. Other types of equipment and kinds of material may be acceptable substitutions under the following conditions: a. Or -equals are unavailable due to strike, discontinued production of products meeting specified requirements, or other factors beyond control of Contractor; or, CITY OF PORT WORTH W&SS Repl. Contract 2019, WSM-A (Lead Svcs D-1) STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CPN 102168 Revised July 1, 2011 012500-2 SUBSTITUTION PROCEDURES Page 2 of 4 1 b. Contractor proposes a cost and/or time reduction incentive to the City. 2 1.5 SUBMITTALS 3 A. See Request for Substitution Form (attached) 4 B. Procedure for Requesting Substitution 5 1. Substitution shall be considered only: 6 a. After award of Contract 7 b. Under the conditions stated herein 8 2. Submit 3 copies of each written request for substitution, including: 9 a. Documentation 10 1) Complete data substantiating compliance ofpropased substitution with 11 Contract Documents 12 2) Data relating to changes in constriction schedule, when a reduction is 13 proposed 14 3) Data relating to changes in cost 15 b. For products 16 1) Product identification 17 a) Manufacturer's name 1s b) Telephone number and representative contact name 19 c) Specification Section or Drawing reference of originally specified 20 product, including discrete name or tag number assigned to original 21 product in the Contract Documents 22 2) Manufacturer's literature clearly harked to show compliance of proposed 23 product with Contract Documents 24 3) Itemized comparison of original and proposed product addressing product 25 characteristics including, but not necessarily limited to: 26 a) Size 27 b) Composition or materials of construction 28 c) Weight 29 d) Electrical or mechanical requirements 30 4) Product experience 31 a) Location of past projects utilizing product 32 b) Name and telephone number of persons associated with referenced 33 projects knowledgeable concerning proposed product 34 c) Available field data and reports associated with proposed product 35 5) Samples 36 a) Provide at request of City. 37 b) Samples become the property of the City. 38 c. For construction methods: 39 1) Detailed description of proposed method 40 2) Illustration drawings 41 C. Approval or Rejection 42 1. Written approval or rejection of substitution given by the City 43 2. City reserves the right to require proposed product to comply with color and pattern 44 of specified product if necessary to secure design intent. 45 3. In the event the substitution is approved, the resulting cost and/or time reduction 46 will be documented by Change Order in accordance with the General Conditions. Crl'Y OF FORT WORTH W&SS Repi. Contract 2019, WSM-A (Lead Svcs D-1) STANDARD CONSTRUCTION SPLCIFICiVDON DOCUMENTS CPN 16216b Revised July 1, 2011 012500-3 SUBSTITUTION PROCFDURFS Page 3 of'4 1 4. No additional contract time will be given for substitution. 2 5. Substitution will be rejected if: 3 a. Submittal is not through the Contractor with his stamp of approval 4 b. Request is not made in accordance with this Specification Section 5 c. In the City's opinion, acceptance will require substantial revision of the original 6 design 7 d. In the City's opinion, substitution will not perform adequately the function 8 consistent with the design intent 9 1.6 ACTION SUBMITTALSIINFORMATIONAL SUBMITTALS [NOT USED 10 1.7 CLOSEOUT SUBMITTALS [NOT USED] 11 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 12 1.9 QUALITY ASSURANCE 13 A. In making request for substitution or in using an approved product, the Contractor 14 represents that the Contractor: 15 1. Has investigated proposed product, and has determined that it is adequate or 16 superior in all respects to that specified, and that it will perform function for which 17 it is intended 18 2. Will provide same guarantee for substitute item as for product specified 19 3. Will coordinate installation of accepted substitution into Work, to include building 20 modifications if necessary, making such changes as may be required for Work to be 21 complete in all respects 22 4. Waives all claims for additional costs related to substitution which subsequently 23 arise 24 1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED] 25 1.11 FIELD [SITE] CONDITIONS [NOT USED] 26 1.12 WARRANTY [NOT USED] 27 PART 2 - PRODUCTS [NOT USED] 28 PART 3 - EXECUTION [NOT USED] 29 30 31 END OF SECTION Revision Log DATE NAME SUMMARY OF CHANGE CITY OF FORT WORTII W&SS Rept. Contract 2019, WSM-A (Lead Svcs D-1) STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CPN 102168 Revised July 1, 2011 l 2 3 4 5 6 7 S 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 012500-4 SUBSTITUTION PKOCLDURES Page 4 of 4 EXHIBIT A REQUEST FOR SUBSTITUTION FORM: TO: PROJECT: DATE: We hereby submit for your consideration the following product instead of the specified item for the above project: SECTION PARAGRAPH SPECIFIED ITEM Proposed Substitution: Reason for Substitution: Include complete information on changes to Drawings and/or Specifications which proposed substitution will require for its proper installation. Fill in Blanks Below: A. Will the undersigned contractor pay for changes to the building design, including engineering and detailing costs caused by the requested substitution? B. What effect does substitution have on other trades? C. Differences between proposed substitution and specified item? D. Differences in product cost or product delivery time? E. Manufacturer's guarantees of the proposed and specified items are: Equal Better (explain on attachment) The undersigned states that the function, appearance and quality are equivalent or superior to the specified item. Submitted By: For Use by City Signature as noted Firm Address Date Telephone For Use by City: Approved City Recommended Recommended Not recommended Received late By Date _ Remarks LnLc Rejected CTTY OF FORT WORTH W&SS Repl. Contract 2019, WSM-A (Lead Svcs D-1) STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Cl'N 102168 Revised July 1, 2011 01 31 19- 1 PRECONSTRUCfiON MEETING Page I of 3 1 SECTION 013119 2 PRECONSTRUCTION MEETING 3 PART1- GENERAL 4 1.1 SUMMARY 5 A. Section Includes: 6 1. Provisions for the preconstruction meeting to be held prior to the start of Work to 7 clarify construction contract administration procedures 8 B. Deviations from this City of Fort Worth Standard Specification 9 1. None. 10 C. Related Specification Sections include, but are not necessarily limited to: 11 1. Division 0 Bidding Requirements, Contract Fonns and Conditions of the Contract 12 2. Division 1 — General Requirements 13 1.2 PRICE AND PAYMENT PROCEDURES 14 A. Measurement and Payment 15 1. Work associated with this Item is considered subsidiary to the various items bid. 16 No separate payment will be allowed for this Item. 17 1.3 REFERENCES [NOT USED] 18 1.4 ADMINISTRATIVE REQUIREMENTS 19 A. Coordination 20 1. Attend preconstruction meeting. 21 2. Representatives of Contractor, subcontractors and suppliers attending meetings 22 shall be qualified and authorized to act on behalf of the entity each represents. 23 3. Meeting administered by City may be tape recorded. 24 a. If recorded, tapes will be used to prepare minutes and retained by City for 25 future reference. 26 B. Preconstruction Meeting 27 1. A preconstruction meeting will be held within 14 days after the execution of the 28 Agreement and before Work is started. 29 a. The meeting will be scheduled and administered by the City. 30 2. The Project Representative will preside at the meeting, prepare the notes of the 31 meeting and distribute copies of same to all participants who so request by fully 32 completing the attendance form to be circulated at the beginning of the meeting. 33 3. Attendance shall include: 34 a. Project Representative 35 b. Contractor's project manager 36 c. Contractor's superintendent 37 d. Any subcontractor or supplier representatives whom the Contractor may desire 38 to invite or the City may request CITY OF PORT WORTH W&SS Repl. Contract 2019, WSM-A (Lead Svcs D-1) STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CPN 102168 Revised August 17, 2012 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 01 31 19-2 PRECONSTRUCTION MEETING Pagc 2 of 3 c. Other City representatives f. Others as appropriate 4. Construction Schedule a. Prepare baseline construction schedule in accordance with Section 0132 16 and provide at Preconstruction Meeting. b. City will notify Contractor of any schedule changes upon Notice of Preconsti-uction 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 pen -nits 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 in. 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 U. final Payment jj. Questions or Comments CITY OF PORT WORTH W&SS Repl. Contracl 2019, WSM-A Jxad Svcs D-1) STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CPN 102169 Revised August 17, 2012 01 31 19-3 PRECONSTRUCTION MEETING Page 3 ol'3 1 1.5 SUBMITTALS [NOT USED] 2 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USE, 3 1.7 CLOSEOUT SUBMITTALS [NOT USED] 4 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 5 1.9 QUALITY ASSURANCE [NOT USED] 6 1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED] 7 1.11 FIELD [SITE] CONDITIONS [NOT USED] 8 1.12 WARRANTY [NOT USED] 9 PART 2 - PRODUCTS [NOT USED] - 10 PART 3 - EXECUTION [NOT USED] 11 12 13 END OF SECTION Revision Log DATE NAME SUMMARY OF CHANGE CITY OF FORT WORTH W&SS Rcpf. Contract 2019, WSM-A (Lead Svcs D-1) STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Cl'N 102168 Revised August 17, 2012 01 31 20- 1 PROJECT MEE PINGS Pagc I of 3 1 SECTION 01 31 20 2 PROJECT MEETINGS 3 PART1- GENERAL 4 1.1 SUMMARY 5 A. Section Includes: 6 1. Provisions for project meetings throughout the construction period to enable orderly 7 review of the progress of the Work and to provide for systematic discussion of 8 potential problems 9 B. Deviations this City of Fort Worth Standard Specification 10 1. None. 11 C. Related Specification Sections include, but are not necessarily limited to: 12 1. Division 0 — Bidding Requirements, Contract Foams and Conditions of the Contract 13 2. Division 1 General Requirements 14 1.2 PRICE AND PAYMENT PROCEDURES 15 A. Measurement and Payment 16 1. Work associated with this Item is considered subsidiary to the various items bid. 17 No separate payment will be allowed for this Item. 18 1.3 REFERENCES [NOT USED] 19 1.4 ADMINISTRATIVE REQUIREMENTS 20 A. Coordination 21 1. Schedule, attend and administer as specified, periodic progress meetings, and 22 specially called meetings throughout progress of the Work. 23 2. Representatives of Contractor, subcontractors and suppliers attending meetings 24 shall be qualified and authorized to act on behalf of the entity each represents. 25 3. Meetings administered by City may be tape recorded. 26 a. If recorded, tapes will be used to prepare minutes and retained by City for 27 future reference. 28 4. Meetings, in addition to those specified in this Section, may be held when requested 29 by the City, Engineer or Contractor. 30 B. Pre -Construction Neighborhood Meeting 31 1. After the execution of the Agreement, but before construction is allowed to begin, 32 attend 1 Public Meeting with affected residents to: 33 a. Present projected schedule, including construction start date 34 b. Answer any construction related questions 35 2. Meeting Location 36 a. Location of meeting to be determined by the City. 37 3. Attendees 38 a. Contractor CITY OF FORT WORTH W&SS Repl. Contract 2019, WSM-A (Lead Svcs D-1) STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CPN 102168 Revised July 1, 2011 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 1s 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 01 3120-2 PRO]EC"r MEET1NCiS Page 2 of 3 b. Project Representative c. Other City representatives 4. Meeting Schedule a. In general, the neighborhood meeting will occur within the 2 weeks following the pre -construction conference. b. In no case will construction be allowed to begin until this meeting is held. C. Progress Meetings 1. Formal project coordination meetings will be held periodically. Meetings will be scheduled and administered by Project Representative. 2. Additional progress meetings to discuss specific topics will be conducted on an as - needed basis. Such additional meetings shall include, but not be limited to: a. Coordinating shutdowns b. Installation of piping and equipment c. Coordination between other construction projects d. Resolution of construction issues e. Equipment approval 3. The Project Representative will preside at progress meetings, prepare the notes of the meeting and distribute copies of the same to all participants who so request by Cully completing the attendance form to be circulated at the beginning of each lnccting. 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 lnccting 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 in. Review proposed changes for: 1) Effect on construction schedule and on completion date 2) Effect on other contracts of the Project n. Review Record Documents o. Review monthly pay request p. Review status of Requests for Information CITY OF FORT WORTH W&SS Repl. Contract 2019, WSM-A (Lead Svcs D-1) STANDARD CONSTRUCTION SPEC]FICAT]ON DOCUMENTS CPN 102168 Revised July 1, 2011 01 31 20 - 3 PROJECT MEETINGS Page 3 of 3 1 6. Meeting Schedule 2 a. Progress meetings will be held periodically as determined by the Project 3 Representative. 4 1) Additional meetings may be held at the request of the: 5 a) City 6 b) Engineer 7 c) Contractor 8 7. Meeting Location 9 a. The City will establish a meeting location. t0 1) To the extent practicable, meetings will be held at the Site. 11 1.5 SUBMITTALS INOT USED] 12 1.6 ACTION SUBMITTALSIINFORMATIONAL SUBMITTALS [NOT USED] 13 1.7 CLOSEOUT SUBMITTALS [NOT USED] 14 1.8 MAINTENANCE MATERIAL SUBMITTALS INOT USED] 15 19 QUALITY ASSURANCE [NOT USED] 16 1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED] 17 1.11 FIELD [SITE] CONDITIONS [NOT USED] 18 1.12 WARRANTY [NOT USED] 19 PART 2 - PRODUCTS [NOT USED] 20 PART 3 - EXECUTION [NOT USED] 21 END OF SECTION 22 23 Revision Log DATE NAME SUMMARY OF CHANGE CITY OF FORT WORTH W&SS Repl. Contract 2019, WSM-A (Lead Svcs D-1) STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CPN 102168 Revised July 1, 2011 01 32 16 - 1 CONSTRUCTION PROGRESS SCIIL-DULP_ Page I of 5 1 SECTION 0132 16 2 CONSTRUCTION PROGRESS SCHEDULE 3 PARTI- 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 1.2 PRICE AND PAYMENT PROCEDURES 16 A. Measurement and Payment 17 1. Work associated with this Item is considered subsidiary to the various items bid. 18 No separate payment will be allowed for this Item. 19 1.3 REFERENCES 20 A. Definitions 21 1. Schedule Tiers 22 a. Tier 1 - No schedule submittal required by contract. Small, brief duration 23 projects 24 b. Tier 2 - No schedule submittal required by contract, but will require some 25 milestone dates. Small, brief duration projects 26 c. Tier 3 - Schedule submittal requited by contract as described in the 27 Specification and herein. Majority of City projects, including all bond program 28 projects 29 d. Tier 4 - Schedule submittal required by contract as described in the 30 Specification and herein. Large and/or complex projects with long durations 31 1) Examples: large water pump station project and associated pipeline with 32 interconnection to another governmental entity 33 e. Tier 5 - Schedule submittal required by contract as described in the 34 Specification and herein. Large and/or very complex projects with long 35 durations, high public visibility 36 1) Examples might include a water or wastewater treatment plant 37 2. Baseline Schedule - Initial schedule submitted before work begins that will serve 38 as the baseline for measuring progress and departures from the schedule. 39 3. Progress Schedule - Montbly submittal of a progress schedule documenting 40 progress on the project and any changes anticipated. CITY OF PORT WORTH W&SS Rep]. Contract 2019, WSM-A (Lead Svcs D-1) STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CPN 102168 Revised Juty 1, 20 t 1 01 32 16-2 CONSTRUCTION PROGRESS SC14EDULE Pagc 2 of 5 1 4. Schedule Narrative - Concise narrative of the schedule including schedule 2 changes, expected delays, key schedule issues, critical path items, etc 3 B. Reference Standards 4 1. City of Fort Worth Schedule Guidance Document 5 1.4 ADMINISTRATIVE REQUIREMENTS 6 A. Baseline Schedule 7 J. General 8 a. Prepare a cost -loaded baseline Schedule using approved software and the 9 Critical Path Method (CPM) as required in the City of Fort Worth Schedule 10 Guidance Document. 11 b. Review the draft cost -loaded baseline Schedule with the City to demonstrate 12 understanding of the work to be performed and known issues and constraints 13 related to the schedule. 14 c. Designate an authorized representative (Project Scheduler) responsible for 15 developing and updating the schedule and preparing reports. 16 B. Progress Schedule 17 1. Update the progress Schedule monthly as required in the City of Fort Worth Is Schedule Guidance Document. 19 2. Prepare the Schedule Narrative to accompany the monthly progress Schedule. 20 3. Change Orders 21 a. Incorporate approved change orders, resulting in a change of contract time, in 22 the baseline Schedule in accordance with City of Fort Worth Schedule 23 Guidance Document. 24 C. Responsibility for Schedule Compliance 25 1. Whenever it becomes apparent from the current progress Schedule and CPM Status 26 Report that delays to the critical path have resulted and the Contract completion 27 date will not be met, or when so directed by the City, make some or all of the 28 following actions at no additional cost to the City 29 a. Submit a Recovery Plan to the City for approval revised baseline Schedule 30 outlining; 31 1) A written statement of the steps intended to take to remove or arrest the 32 delay to the critical path in the approved schedule 33 2) Increase construction manpower in such quantities and crafts as will 34 substantially eliminate the backlog of work and return current Schedule to 35 meet projected baseline completion dates 36 3) Increase the number of working hours per shift, shifts per day, working 37 days per week, the amount of construction equipment, or any combination 38 of the foregoing, sufficiently to substantially eliminate the backlog of work 39 4) Reschedule activities to achieve maximum practical coneurreney of 40 accomplishment of activities, and comply with the revised schedule 41 2. If no written statement of the steps intended to take is submitted when so requested 42 by the City, the City may direct the Contractor to increase the level of effort in 43 manpower (trades), equipment and work schedule (overtime, weekend and holiday 44 work, etc.) to be employed by the Contractor in order to remove or arrest the delay 45 to the critical path in the approved schedule. 46 a. No additional cost for such work will be considered. CITY OF FORT WORTH W&SS Repl. Contract 2019, WSM-A (lead Svcs D-1) STANDARD CONSTRUCTION SPECIF1CiVI'lON DOCUMENTS CPN 102169 Revised July 1, 2011 01 32 16 - 3 CONSTRUCTION PROGRESS SC]-IEDULE Page 3 of 5 1 D. The Contract completion time will be adjusted only for causes specified in this 2 Contract. 3 a. Requests for an extension of any Contract completion date must be 4 supplemented with the following: 5 1) Furnish justification and supporting evidence as the City may deem 6 necessary to detennine whether the requested extension of time is entitled 7 under the provisions of this Contract. 8 a) The City will, after receipt of such justification and supporting 9 evidence, make bindings of fact and will advise the Contractor, in 10 writing thereof. 11 2) if the City finds that the requested extension of time is entitled, the City's 12 determination as to the total nurnber of days allowed for the extensions 13 shall be based upon the approved total baseline schedule and on all data 14 relevant to the extension. 15 a) Such data shall be included in the next updating of the Progress 16 schedule. 17 b) Actual delays in activities which, according to the Baseline schedule, 18 do not affect any Contract completion date shown by the critical path in 19 the network will not be the basis for a change therein. 20 2. Submit each request for change in Contract completion date to the City within 30 21 days after the beginning of the delay for which a time extension is requested but 22 before the date of final payment under this Contract. 23 a. No time extension will be granted for requests which are not submitted within 24 the foregoing time limit. 25 b. From time to time, it may be necessary for the Contract schedule or completion 26 time to be adjusted by the City to reflect the effects of job conditions, weather, 27 technical difficulties, strikes, unavoidable delays on the part of the City or its 28 representatives, and other unforeseeable conditions which may indicate 29 schedule adjustments or completion time extensions. 30 1) Under such conditions, the City will direct the Contractor to reschedule the 31 work or Contract completion time to reflect the changed conditions and the 32 Contractor shall revise his schedule accordingly. 33 a.) No additional compensation will be made to the Contractor for such 34 schedule changes except for unavoidable overall contract time 35 extensions beyond the actual completion of unaffected work, in which 36 case the Contractor shall take all possible action to minimize any time 37 extension and any additional cost to the City. 38 b) Available float time in the Baseline schedule may be used by the City 39 as well as by the Contractor. 40 3. Float or slack time is defined as the amount of time between the earliest start date 41 and the latest start date or between the earliest finish date and the latest finish date 42 of a chain of activities on the Baseline Schedule. 43 a. Float or slack time is not for the exclusive use or benefit of either the 44 Contractor or the City. 45 b. Proceed with work according to early start dates, and the City shall have the 46 right to reserve and apportion float time according to the needs of the project. CITY OF FORT WORTH W&SS Repl. Contract 2019, WSM-A (Lead Svcs D-1) STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CPN 102169 Revised July 1, 2011 01 32 16-4 CONSTRUCTION PROGRESS SCHEDULE Page 4 of 5 1 c. Acknowledge and agree that actual delays, affecting paths of activities 2 containing float time, will not have any effect upon contract completion times 3 providing that the actual delay does not exceed the float tune associated with 4 those activities. 5 E. Coordinating Schedule with Other Contract Schedules 6 l . Where work is to be performed under this Contract concurrently with or contingent 7 upon work performed on the same facilities or area under other contracts, the 8 Baseline Schedule shall be coordinated with the schedules of the other contracts. 9 a. Obtain the schedules of the other appropriate contracts from the City for the 10 preparation and updating of Baseline schedule and make the required changes 1 1 in his schedule when indicated by changes in corresponding schedules. 12 2. In case of interference between the operations of different contractors, the City will 13 detennine the work priority of each contractor and the sequence of work necessary 14 to expedite the completion of the entire Project. 15 a. In such cases, the decision of the City shall be accepted as final. 16 b. The temporary delay of any work due to such circumstances shall not be 17 considered as justification for claims for additional compensation. 18 1.5 SUBMITTALS 19 A. Baseline Schedule 20 1. Submit Schedule in native file format and pdf format as required in the City of Fort 21 Worth Schedule Guidance Document. 22 a. Native file format includes: 23 1) Primavera (P6 or Primavera Contractor) 24 2. Submit draft baseline Schedule to City prior to the pre -construction meeting and 25 bring in hard copy to the meeting for review and discussion. 26 B. Progress Schedule 27 1. Submit progress Schedule in native file format and pdf format as required in the 28 City of Fort Worth Schedule Guidance Document. 29 2. Submit progress Schedule monthly no later than the last day of the month. 30 C. Schedule Narrative 31 1. Submit the schedule narrative in pdf format as required in the City of Fort Worth 32 Schedule Guidance Document. 33 2. Submit schedule narrative monthly no later than the last day of the month. 34 D. Submittal Process 35 1. The City administers and manages schedules through Buzzsaw. 36 2. Contractor shall submit documents as required in the City of Fort Worth Schedule 37 Guidance Document, 38 3. Once the project has been completed and Final Acceptance has been issued by the 39 City, no further progress schedules are required. CrrY OF FORT WORTH W&SS Repl, Contract 2019, WSM-A (Lead Svcs D-i) STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CPN 102168 Revised July 1, 2011 01 32 16- 5 CONSTRUCTION PROGRESS SCI IEDULE Page 5 of 5 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 5 6 7 8 9 10 11 12 13 14 1.9 QUALITY ASSURANCE A. The person preparing and revising the construction Progress Schedule shall be experienced in the preparation of schedules of similar complexity. B. Schedule and supporting documents addressed in this Specification shall be prepared, updated and revised to accurately reflect the performance of the construction. C. Contractor is responsible for the quality of all submittals in this section meeting the standard of care for the construction industry for similar projects. 1.1.0 DELIVERY, STORAGE, AND HANDLING [NOT USED] 1.11 FIELD [SITE] CONDITIONS [NOT USED] 1.12 WARRANTY [NOT USE, PART 2 - PRODUCTS [NOT USED] 15 PART 3 - EXECUTION [NOT USED] 16 17 IJE END OF SECTION Revision Log DATE NAME SUMMARY OF CHANGE CITY OF FORT WORTH W&SS RcIA Contract 2019, WSM-A (Lead Svcs D-1) STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CPN 102169 Revised July 1, 2011 1 2 3 PARTI- GENERAL 4 1.1 SUMMARY SECTION 0132 33 PRECONSTRUCTION VIDEO 01 32 33 - 1 PRECONSTRUCTION VIDEO Page 1 o1'2 5 A. Section Includes: 6 1. Administrative and procedural requirements for: 7 a. Preconstruction Videos 8 B. Deviations from this City of Fort Worth Standard Specification 9 1. None. 10 C. Related Specification Sections include, but are not necessarily limited to: 1 1 1. Division 0 — Bidding Requirements, Contract Forms and Conditions of the Contract 12 2. Division l General Requirements 13 1.2 PRICE AND PAYMENT PROCEDURES 14 A. Measurement and Payment 15 1. Work associated with this Item is considered subsidiary to the various items bid. 16 No separate payment will be allowed for this Item. 17 1.3 REFERENCES [NOT USED] 18 1.4 ADMINISTRATIVE REQUIREMENTS 19 A. Preconstruction Video 20 1. Produce a preconstruction video of the site/alignment, including all areas in the 21 vicinity of and to be affected by construction. 22 a. Provide digital copy of video upon request by the City. 23 2. Retain a copy of the preconsh-uction video until the end of the maintenance surety 24 period. 25 1.5 SUBMITTALS [NOT USE 26 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED] 27 1.7 CLOSEOUT SUBMITTALS [NOT USED] 28 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 29 1.9 QUALITY ASSURANCE [NOT USED] 30 1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED] 31 1AI FIELD [SITE] CONDITIONS [NOT USED] 32 1.12 WARRANTY [NOT USED] 33 PART 2 - PRODUCTS [NOT USED] CITY OF FORT WORTH W&SS Repl. Contract 2019, WSM-A (Lead Svcs D-1) STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CPN 102168 Revised July 1, 2011 01 32 33 - 2 PRECONSTRUCION VIDEO Page 2 of 2 FART 3 - EXECUTION [NOT USED] END OF SECTION Revision Log DATE NAME SUMMARY OF CHANGE CITY OF FORT WORTH W&SS RcpI, Contract 2019, WSM-A (Lead Svcs D-1) STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CPN 102169 Revi,wd July 1, 2011 1 2 3 PARTI- GENERAL C RM* 8119111Is\..1 SECTION 0133 00 SUBMITTALS 01 33 00 - 1 SUBMITTALS Page 1 of 8 5 A. Section Includes: 6 1. General methods and requirements of submissions applicable to the following 7 Work -related submittals: 8 a. Shop Drawings 9 b. Product Data (including Standard Product List submittals) 10 c. Samples 11 d. Mock Ups 12 B. Deviations from this City of fort Worth Standard Specification 13 1. None. 14 C. Related Specification Sections include, but are not necessarily limited to: 15 1. Division 0 — Bidding Requirements, Contract Forms and Conditions of the Contract 16 2. Division I General Requirements 17 1.2 PRICE AND PAYMENT PROCEDURES 18 A. Measurement and Payment 19 1. Work associated with this Item is considered subsidiary to the various items bid. 20 No separate payment will be allowed for this Item. 21 1.3 REFERENCES [NOT USED] 22 1.4 ADMINISTRATIVE REQUIREMENTS 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 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 c) 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 W&SS Rep]. Contract 2019, WS-A (Lead Svcs D-1) STANDARD CONSTRUCTION SPECIFICA770N DOCUMENTS CPN 102168 Revised December 20, 2012 01 33 00 - 2 SUBMITTALS Page 2 of S 1 d. Make submittals promptly in accordance with approved schedule, and in such 2 sequence as to cause no delay in the Work or in the work of any other 3 contractor. 4 B. Submittal Nun7bering 5 1. When submitting shop drawings or samples, utilize a 9-character submittal cross- 6 reference identification numbering system in the following manner: 7 a. Use the first 6 digits of the applicable Specification Section Number. 8 b. For the next 2 digits number use numbers 01-99 to sequentially number each 9 initial separate item or drawing submitted under each specific Section number. 10 c. Last use a letter, A-Z, indicating the resubmission of the same drawing (i.e. 1.1 A-2nd submission, B=3rd submission, C=4th submission, etc.). A typical 12 submittal number would be as follows: 13 14 03 30 00-08-B 15 16 1) 03 30 00 is the Specification Section for Concrete 17 2) 08 is the eighth initial submittal under this Specification Section 18 3) B is the third submission (second resubmission) of that particular shop 19 drawing 20 C. Contractor Certification 21 1. Review shop drawings, product data and samples, including those by 22 subcontractors, prior to submission to determine and verify the following: 23 a. Field measurements 24 b. Field construction criteria 25 c. Catalog numbers and similar data 26 d. Conformance with the Contract Documents 27 2. Provide each shop drawing, sample and product data submitted by the Contractor 28 with a Certification Statement affixed including: 29 a. The Contractor's Company name 30 b. Signature of submittal reviewer 31 c. Certification Statement 32 1) "By this submittal, I hereby represent that 1 have determined and verified 33 field measurements, field construction criteria, materials, dimensions, 34 catalog numbers and similar data and 1 have checked and coordinated each 35 item with other applicable approved shop drawings." 36 D. Submittal Format 37 1. Fold shop drawings larger than 8 '/ inches x 11 inches to 8'/2 inches x I linches. 38 2. Bind shop drawings and product data sheets together. 39 3. Order 40 a. Cover Sheet 41 1) Description of Packet 42 2) Contractor Certification 43 b. List of items / 'fable of Contents 44 c. Product Data /Shop Drawings/Samples /Calculations 45 I . Submittal Content 46 1. The date of submission and the dates of any previous submissions CITY OF FORT WORT]I W&SS RcIA Contract 2019, WS-A (Lead Svcs D-1) STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CPN 102168 Revised December 20, 2012 01 33 00 - 3 SUBMITTALS Page 3 or 8 1 2. The Project title and number 2 3. Contractor identification 3 4. The names of: 4 a. Contractor 5 b. Supplier 6 c. Manufacturer 7 5. Identification of the product, with the Specification Section number, page and 8 paragraph(s) 9 6. Field dimensions, clearly identified as such 10 7. Relation to adjacent or critical features of the Work or materials 11 8. Applicable standards, such as ASTM or Federal Specification numbers 12 9. Identification by highlighting of deviations from Contract Documents 13 10. Identification by highlighting of revisions on resubmittals 14 11. An 8-inch x 3-inch blank space for Contractor and City stamps 15 F. Shop Drawings 16 1. As specified in individual Work Sections includes, but is not necessarily limited to: 17 a. Custom -prepared data such as fabrication and erection/installation (working) 18 drawings 19 b. Scheduled information 20 c. Setting diagrams 21 d. Actual shopwork manufacturing instructions 22 e. Custom templates 23 f. Special wiring diagrams 24 g. Coordination drawings 25 h. Individual system or equipment inspection and test reports including: 26 1) Perfonnance curves and certifications 27 i. As applicable to the Work 28 2. Details 29 a. Relation of the various parts to the main members and lines of the structure 30 b. Where correct fabrication of the Work depends upon field measurements 31 1) Provide such measurements and note on the drawings prior to submitting 32 for approval. 33 G. Product Data 34 1. For submittals of product data for products included on the City's Standard Product 35 List, clearly identify each item selected for use on the Project. 36 2. For submittals of product data for products not included on the City's Standard 37 Product List, submittal data may include, but is not necessarily limited to: 38 a. Standard prepared data for manufactured products (sometimes referred to as 39 catalog data) 40 1) Such as the manufacturer's product specification and installation 41 instructions 42 2) Availability of colors and patterns 43 3) Manufacturer's printed statements of compliances and applicability 44 4) Roughing -in diagrams and templates 45 5) Catalog cuts 46 6) Product photographs CITY OF FORT WORTH W&SS Repl. Contract 2019, WS-A (Lead Svcs D-t) STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CPN 102168 Rcvised December 20, 2012 013300-4 SUBMITTALS Page 4 of 8 1 7) Standard wiring diagrams 2 8) Printed performance curves and operational -range diagrams 3 9) Production or quality control inspection and test reports and certifications 4 10) Mill reports 5 11) Product operating and maintenance instructions and recommended 6 spare -parts listing and printed product warranties 7 12) As applicable to the Work 8 H. Samples 9 1. As specified in individual Sections, include, but are not necessarily limited to: 10 a. Physical examples of the Work such as: 11 1) Sections ofmanufactured or fabricated Work 12 2) Small cuts or containers of materials 13 3) Complete units of repetitively used products color/texture/pattern swatches 14 and range sets 15 4) Specimens for coordination of visual effect 16 5) Graphic symbols and units of Work to be used by the City for independent 17 inspection and testing, as applicable to the Work 18 I. Do not start Work requiring a shop drawing, sample or product data nor any material to 19 be fabricated or installed prior to the approval or qualified approval ol'such item. 20 1. Fabrication performed, materials purchased or on -site construction accomplished 21 which does not conform to approved shop drawings and data is at the Contractor's 22 risk. 23 2. The City will not be liable for any expense or delay due to corrections or remedies 24 required to accomplish conforinity. 25 3. Complete project Work, materials, fabrication, and installations in conformance 26 with approved shop drawings, applicable samples, and product data. 27 J. Submittal Distribution 28 1. Electronic Distribution 29 a. Confirm development of Project directory for electronic submittals to be 30 uploaded to City's Buzzsaw site, or another external F P site approved by the 31 City. 32 b. Shop Drawings 33 1) Upload submittal to designated project directory and notify appropriate 34 City representatives via email of submittal posting. 35 2) hard Copies 36 a) 3 copies for all submittals 37 b) if Contractor requires more than 1 hard copy of Shop Drawings 38 returned, Contractor shall submit more than the number of copies listed 39 above. 40 c. Product Data 41 1) Upload submittal to designated project directory and notify appropriate 42 City representatives via email of submittal posting. 43 2) Hard Copies 44 a) 3 copies for all submittals 45 d. Samples 46 1) Distributed to the Project Representative 47 2. Hard Copy Distribution (if required in lieu of electronic distribution) Cri'X OF FORT WORTI I W&SS Repl. Contract 2019, WS-A (Lead Svcs D-1) STANDARD CONSTRUCTION SPECIFICA']ION DOCUMENTS CPN 102168 Revised December 20, 2012 01 33 00 - 5 SUBMITTALS Page 5 of 8 1 a. Shop Drawings 2 1) Distributed to the City 3 2) Copies 4 a) 8 copies for mechanical submittals 5 b) 7 copies for all other submittals 6 c) If Contractor requires more than 3 copies of Shop Drawings returned, 7 Contractor shall submit more than the number of copies listed above. 8 b. Product Data 9 1) Distributed to the City 10 2) Copies 11 a) 4 copies I2 c. Samples 13 1) Distributed to the Project Representative 14 2) Copies 15 a) Submit the number stated in the respective Specification Sections. 16 3. Distribute reproductions of approved shop drawings and copies of approved 17 product data and samples, where required, to the job site file and elsewhere as 18 directed by the City. 19 a. Provide number of copies as directed by the City but not exceeding the number 20 previously specified. 21 K. Submittal Review 22 1. The review of shop drawings, data and samples will be for general conformance 23 with the design concept and Contract Documents. This is not to be construed as: 24 a. Permitting any departure from the Contract requirements 25 b. Relieving the Contractor of responsibility for any errors, including details, 26 dimensions, and materials 27 c. Approving departures from details furnished by the City, except as otherwise 28 provided herein 29 2. The review and approval of shop drawings, samples or product data by the City 30 does not relieve the Contractor from his/her responsibility with regard to the 31 fulfillment of the terms of the Contract. 32 a. All risks of error and omission are assumed by the Contractor, and the City will 33 have no responsibility therefore. 34 3. The Contractor remains responsible for details and accuracy, for coordinating the 35 Work with all other associated work and trades, for selecting fabrication processes, 36 for techniques of assembly and for performing Work in a safe manner. 37 4. If the shop drawings, data or samples as submitted describe variations and show a 38 departure from the Contract requirements which City finds to be in the interest of 39 the City and to be so minor as not to involve a change in Contract Price or time for 40 performance, the City may return the reviewed drawings without noting an 41 exception. 42 5. Submittals will be returned to the Contractor under 1 of the following codes; 43 a. Code 1 44 1) "NO EXCEPTIONS TAKEN' is assigned when there are no notations or 45 comments on the submittal. 46 a) When returned under this code the Contractor- may release the 47 equipment and/or material for manufacture. 48 b. Code 2 CITY OF FORT WORTH W&SS Repl. Contract 2019, WS-A (Lead Svcs D-1) STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CPN 102168 Revised December 20, 2012 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 013300-6 SUBMITTALS Page 6 of 6 1) "EXCEPTIONS NOTED". This code is assigned when a confinnation 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. I Iandled in the same manner as first submittals I) 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 [ 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 PORT WORTH STANDAKD CONSTRUCTION SPECIFICATION DOCUMENTS Revisal December 20, 2012 W&SS Repl. Contract 2019, WS-A (Lead Svcs D-1) CPN 102I69 013300-7 SUBMITTALS Page 7 of 8 1 9. When the shop drawings have been completed to the satisfaction of the City, the 2 Contractor may carry out the construction in accordance therewith and no further 3 changes therein except upon written instructions from the City. 4 10. Each submittal, appropriately coded, will be returned within 30 Calendar Days 5 following receipt of submittal by the City. 6 L. Mock ups 7 1. Mock Up units as specified in individual Sections, include, but are not necessarily 8 limited to, complete units of the standard of acceptance for that type of Work to be 9 used on the Project. Remove at the completion of the Work or when directed. 10 M. Qualifications I 1 1. If specifically required in other Sections of these Specifications, submit a P.E. 12 Certification for each item required. 13 N. Request for Information (RFI) 14 1. Contractor Request for additional information 15 a. Clarification or interpretation of the contract documents 16 b. When the Contractor believes there is a conflict between Contract Documents 17 c. When the Contractor believes there is a conflict between the Drawings and 18 Specifications 19 1) Identify the conflict and request clarification 20 2. Use the Request for Information (RFI) form provided by the City. 21 3. Numbering of RFI 22 a. Prefix with "RFI" followed by series number, "-xxx", beginning with "O1" and 23 increasing sequentially with each additional transmittal. 24 4. Sufficient information shall be attached to permit a written response without further 25 information. 26 5. The City will log each request and will review the request. 27 a. If review of the project information request indicates that a change to the 28 Contract Documents is required, the City will issue a Field Order or Change 29 Order, as appropriate. 30 1.5 SUBMITTALS [NOT USED] 31 1.6 ACTION SUBMITTALSANTORMATIONAL SUBMITTALS [NOT USED 32 1.7 CLOSEOUT SUBMITTALS jNOT USED] 33 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 34 1.9 QUALITY ASSURANCE ]NOT USED] 35 1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED 36 1.11 I+IELD [SITE] CONDITIONS [NOT USED] 37 1.12 WARRANTY [NOT USED] CITY OF FORT WORTH W&SS Repl. Contrael 2019, WS-A (Lead Svcs D-1) STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CPN 102169 Revised Dmonbcr 20, 2012 013300-8 SU13 M 1TTALS Page 8 of 8 1 PART 2 - PRODUCTS [NOT USED] 2 PART 3 - EXECUTION [NOT USED] 3 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 W&SS Repl. Contract 2019, WS-A (Lead Svcs D-1) STANDARD CONSTRUCTION SPECIFICATION DOCUMI'NTS CIIN 102169 Revised Deccmbcr 20, 2012 1 2 3 PART 1 - GENERAL, 4 1.1 SUMMARY 5 6 7 8 9 10 11 E2 13 14 15 16 17 1s 19 20 21 22 23 01 3-5 13 - I SPECIAL PROJECT PROCEDURES Page I of 8 SECTION 0135 13 SPECIAL. PROJECT PROCEDURES A. Section Includes: 1. The procedures for special project circumstances that includes, but is not limited to: a. Coordination with the Texas Department of Transportation b. Work near High Voltage Lines c. Confined Space Entry Program d. Air Pollution Watch Days e. Use of Explosives, Drop Weight, Etc. f. Water Department Notification g. Public Notification Prior to Beginning Construction h. Coordination with United States Army Corps of Engineers i. Coordination within Railroad permits areas j. Dust Control k. Employee Parking B. Deviations from this City of Fort Worth Standard Specification 1. None. C. Related Specification Sections include, but are not necessarily limited to: 1. Division 0 Bidding Requirements, Contract Forins and Conditions of the Contract 2. Division 1 — General Requirements 3. Section 33 12 25 Connection to Existing Water Mains 24 1.2 PRICE AND PAYMENT PROCEDURES 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 A. Measurement and Payment 1. Coordination within Railroad permit areas a. Measurement 1) Measurement for this Item will be by lump sum. b. Payment 1) The work performed and materials furnished in accordance with this Item will be paid for at the lump sum price bid for Railroad Coordination. c. The price bid shall include: 1) Mobilization 2) Inspection 3) Safety training 4) Additional Insurance 5) Insurance Certificates 6) Other requirements associated with general coordination with Railroad, including additional employees required to protect the right-of-way and property of the Railroad from damage arising out of and/or from the construction of the Project. 2. Railroad Flagmen CITY OF FORT WORTH W&SS Repl. Contract 2019, WSM-A (Lead Svcs D-1) STANDARD CONSIRUCFION SPECIFICATION DOCUMENTS CPN 102168 Revised December 20, 2012 013513-2 SPE"C1AL PROJECT PROCEDURES Page 2 of 4 1 a. Measurement 2 1) Measurement for this Item will be per working day. 3 b. Payinent 4 1) The work performed and ]materials furnished in accordance with this Item 5 will be paid for each working day that Railroad Flagmen are present at the 6 Site. 7 c. The price bid shall include: 8 1) Coordination for scheduling flagmen 9 2) hlaginen 10 3) Other requirements associated with Railroad 11 3. All other items 12 a. Work associated with these Items is considered subsidiary to the various Items 13 bid. No separate payment will be allowed for this Item. 14 1.3 REFERENCES 15 A. Reference Standards 16 1. Reference standards cited in this Specification refer to the current reference 17 standard published at the time of the latest revision date logged at the end of this 18 Specification, unless a date is specifically cited. 19 2. Health and Safety Code, Title 9. Safety, Subtitle A. Public Safety, Chapter 752. 20 High Voltage Overhead Lines. 21 3. North Central 'texas Council of Governments (NCTCOG) — Clean Construction 22 Specification 23 1.4 ADMINISTRATIVE REQUIREMENTS 24 A. Coordination with the Texas Department of Transportation 25 1. When work in the right-of-way which is under the jurisdiction of the Texas 26 Department of Transportation (TxDOT): 27 a. Notify the Texas Department of Transportation prior to commencing any work 28 therein in accordance with the provisions of the permit 29 b. All work performed in the TxDOT right-of-way shall be performed in 30 compliance with and subject to approval from the Texas Department of 31 Transportation 32 B. Work near IIigh Voltage Lines 33 1. Regulatory Requirements 34 a. All Work near High Voltage Lines (more than 600 volts measured between 35 conductors or between a conductor and the ground) shall be in accordance with 36 Health and Safety Code, Title 9, Subtitle A, Chapter 752, 37 2. Warning sign 38 a. Provide sign of sufficient size meeting all OSHA requirements. 39 3. Equipment operating within 10 feet of high voltage lines will require the following 40 safety features 41 a. Insulating cage -type of guard about the boom or arm 42 b. Insulator links on the lift hook connections for back hoes or dippers 43 c. Equipment must meet the safety requirements as set forth by OSHA and the 44 safety requirements of the owner of the high voltage lines 45 4. Work within 6 feet of high voltage electric lines CITY OF PORT WORT H W&SS Rcpi, Contract 2019, WSM-A (Lead Svcs D-1) STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CPN 102168 Revised December 20, 2012 01 35 13 -3 SPECIAL PROJECT PROCEDURES Page 3 of 8 i a. Notification shall be given to: 2 1) The power company (example: ONCOR) 3 a) Maintain an accurate Iog of all such calls to power company and record 4 action taken in each case. 5 b. Coordination with power company 6 1) After notification coordinate with the power company to: 7 a) Erect temporary mechanical barriers, de -energize the lines, or raise or 8 lower the lines 9 c. No personnel may work within 6 feet of a high voltage line before the above 10 requirements have been met. 1 1 C. Confined Space Entry Program 12 1. Provide and follow approved Confined Space Entry Program in accordance with 13 OSHA requirements. 14 2. Confined Spaces include: 15 a. Manholes 16 b. All other confined spaces in accordance with OSHA's Permit Required for 17 Confined Spaces is D. Air Pollution Watch Days 19 1. General 20 a. Observe the following guidelines relating to working on City construction sites 21 on days designated as "AIR POLLUTION WATCH DAYS". 22 b. Typical Ozone Season 23 1) May 1 through October 31, 24 c. Critical Emission Time 25 1) 6:00 a.m. to 10:00 a.m. 26 2. Watch Days 27 a. The Texas Commission on Environmental Quality (TCEQ), in coordination 28 with the National Weather Service, will issue the Air Pollution Watch by 3:00 29 p.m. on the afternoon prior to the WATCH day. 30 b. Requirements 31 1) Begin work after 10:00 a.m, whenever construction phasing requires the 32 use of motorized equipment for periods in excess of 1 hour. 33 2) However, the Contractor may begin work prior to 10:00 a.m. if: 34 a) Use of motorized equipment is less than 1 hour, or 35 b) If equipment is new and certified by EPA as "Low Emitting", or 36 equipment burns Ultra Low Sulfur Diesel (ULSD), diesel emulsions, or 37 alternative fuels such as CNG. 38 E. TCEQ Air Permit 39 1. Obtain TCEQ Air Permit for construction activities per requirements of TCEQ. 40 F. Use of Explosives, Drop Weight, Etc. 41 1. When Contract Documents permit on the project the following will apply: 42 a. Public Notification 43 1) Submit notice to City and proof of adequate insurance coverage, 24 hours 44 prior to commencing. 45 2) Minimunl 24 hour public notification in accordance with Section 01 31 13 46 G. Water Department Coordination CITY OF PORT WORTH W&SS Rep]. Contract 2019, WSM-A (Lead Svcs D-1) STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CPN 102168 Revised December 20, 2012 01 35 13 -4 SPECIAL PROJECT PROCEDUR17S Page 4 of 8 1 1. During the constriction of this project, it will be necessary to deactivate, for a 2 period of time, existing lines. The Contractor shall be required to coordinate with 3 the Water Department to determine the best times for deactivating and activating 4 those lines. 5 2. Coordinate any event that will require connecting to or the operation of an existing 6 City water line system with (lie City's representative. 7 a. Coordination shall be in accordance with Section 33 12 25, 8 b. If needed, obtain a hydrant water meter from the Water Department for use 9 during the life of named project. 10 c. In the event that a water valve on an existing live system be turned off and an II to accommodate the construction of the project is required, coordinate this 12 activity through the appropriate City representative. 13 1) Do not operate waterline valves of existing water system. 14 a) Failure to comply will render the Contractor in violation of Texas Penal 15 Code Title 7, Chapter 28.03 (Criminal Mischief) and the Contractor 16 will be prosecuted to the full extent of the law. 17 b) In addition, the Contractor will assume all liabilities and 18 responsibilities as a result of these actions. 19 H. Public Notification Prior to Beginning Construction 20 1. Prior to beginning construction on any block in the project, on a block by block 21 basis, prepare and deliver a notice or flyer of the pending construction to the front 22 door of each residence or business that will be impacted by construction. The notice 23 shall be prepared as follows: 24 a. Post notice or flyer 7 days prior to beginning any construction activity on each 25 block in the project area. 26 1) Prepare flyer on the Contractor's letterhead and include the following 27 inforination: 28 a) Name of Project 29 b) City Project No (CPN) 30 c) Scope of Project (i.e. type of construction activity) 31 d) Actual construction duration within the block 32 e) Name of the contractor's foreman and phone number 33 f) Name of the City's inspector and phone number 34 g) City's after-hours phone number 35 2) A sample of the `pre -construction notification' flyer is attached as Exhibit 36 A. 37 3) Submit schedule showing the construction start and finish time for each 38 block of the project to the inspector. 39 4) Deliver flyer to the City inspector for review prior to distribution. 40 b. No construction will be allowed to begin on any block until the flyer is 41 delivered to all residents of the block. 42 I. Public Notification of Temporary Water Service Interruption during Construction 43 1. In the event it becomes necessary to temporarily shut down water service to 44 residents or businesses during construction, prepare and deliver a notice or flyer of 45 the pending interruption to the front door of each affected resident. 46 2. Prepared notice as follows: 47 a. The notification or flyer shall be posted 24 hours prior to the temporary 48 interruption. CITY OF FORT WORTII W&SS Rep 1, Cocatract 2019, WSM-A (Lead Svcs D-1) STANDARD CONSTRUCTTON SPECIFICATION DOCUMENT'S CPN 102168 Revised December 20, 2012 01 35 13 - 5 SPECIAL PROJECT PROCEDURES Page 5 ol' 8 I b. Prepare flyer on the contractor's letterhead and include the following 2 i nformati on: 3 1) Name of the project 4 2) City Project Number 5 3) Date of the interruption of service 6 4) Period the interruption will take place 7 5) Name of the contractor's foreman and phone number 8 6) Name of the City's inspector and phone number 9 c. A sample of the temporary water service interruption notification is attached as 10 Exhibit B. 11 d. Deliver a copy of the temporary interruption notification to the City inspector 12 for review prior to being distributed. 13 e. No interruption of water service can occur until the flyer has been delivered to 14 all affected residents and businesses. 15 f. Electronic versions of the sample flyers can be obtained from the Project 16 Construction Inspector. 17 J. Coordination with United States Anny Corps of Engineers (USACE) 18 1. At locations in the Project where construction activities occur in areas where 19 USACE permits are required, meet all requirements set forth in each designated 20 pen -nit. 21 K. Coordination within Railroad Permit Areas 22 1. At locations in the project where construction activities occur in areas where 23 railroad permits are required, meet all requirements set forth in each designated 24 railroad permit. This includes, but is not limited to, provisions for: 25 a. Flagmen 26 b. Inspectors 27 c. Safety training 28 d. Additional insurance 29 e. Insurance certificates 30 f. Other employees required to protect the right-of-way and property of the 31 Railroad Company from damage arising out of and/or from the construction of 32 the project. Proper utility clearance procedures shall be used in accordance 33 with the permit guidelines. 34 2. Obtain any supplemental information needed to comply with the railroad's 35 requirements. 36 3. Railroad Flagmen 37 a. Submit receipts to City for verification of working days that railroad flagmen 38 were present on Site. 39 E. Dust Control 40 1. Use acceptable measures to control dust at the Site. 41 a. if water is used to control dust, capture and properly dispose of waste water. 42 b. If wet saw cutting is performed, capture and properly dispose of slurry. 43 M. Employee Parking 44 1. Provide parking for employees at locations approved by the City. CITY OF FORT WORTH W&SS Repl. Contract 2019, WStvl-A (Lead Svcs D-1) STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CPN 102169 Revised December 20, 2012 013) 13-6 SPECIAL PROJECT PROCDtJf1LS Pagc 6 of 8 1 1.5 SUBMITTALS [NOT USED] 2 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED] 3 1.7 CLOSEOUT SUBMITTALS [NOT USED] 4 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 5 1.9 QUALITY ASSURANCE [NOT USED] 6 1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED] 7 1..11 FIELD [SITE] CONDITIONS [NOT USED] 8 1.12 WARRANTY [NOT USED] 9 PART 2 - PRODUCTS [NOT USED] 10 PART 3 - EXECUTION [NOT USED] FPJ 13 END OF SECTION Revision Log DATE NAME SUMMARY OF CHANGE 8/31/2012 D. Johnson 1 A.B —Added requirement of compliance with health and Safety Code, Title 9. Safety, Subtitle A. Public Safety, Chapter 752. High Voltage Overhead Lines. 1.4.E —Added Contractor responsibility for obtaining a TCEQ Air Permit CITY OF FORT WORTH W&SS Repl. Contract 2019, WSM-A (Lead Svcs D-1) STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CPN 102168 RevistA December 20, 2012 01 35 13 -7 SPECIAL PROJECT PROCEDURES Page 7 of 8 11 EXHIBIT A 2 (To be printed on Contractor's Letterhead) 3 4 5 6 Date: 7 8 CPN No.: 101003 9 Project Name: 10 Mapsco Location: 11 Limits of Construction: 12 13 14 RMW IMM IWWWK ® ■i ® W IN = OF W M Ml'WF 1W ■i W IW E W 15 16 17 THIS IS TO INFORM YOU THAT UNDER A CONTRACT WITH THE CITY OF FORT 18 WORTH, OUR COMPANY WILL WORK ON UTILITY LINES ON OR AROUND YOUR 19 PROPERTY. 20 21 CONSTRUCTION WILL BEGIN APPROXIMATELY SEVEN DAYS FROM THE DATE 22 OF THIS NOTICE. 23 24 IF YOU HAVE QUESTIONS ABOUT ACCESS, SECURITY, SAFETY OR ANY OTHER 25 ISSUE, PLEASE CALL: 26 27 28 Mr, CONTRACTOR'S SUPERINTENDENT> AT <TELEPHONE NO.> 29 30 OR 31 32 Mr. <CITY INSPECTOR> AT ¢ TELEPHONE NO.> 33 34 AFTER 4:30 PM OR ON WEEKENDS, PLEASE CALL (817) 392 8306 35 36 PLEASE KEEP THIS FLYER HANDY WHEN YOU CALL 37 CITY OF FORT WORTH W&SS Repl. Contracl 2019, WSlvl-A (Lead Svcs D-1) STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CPN 102168 Revised December 20, 2012 2 3 4 ft": EXHIBIT B FORTWORTH DOE NO, XXXX 1r,o.� >: 01 35 13-8 SPECIAL PROJECT PROCEDURES Page 8 of 8 NOTICE OF TEMPORARY WAITERSERVICE INTERRUPTION DUE TO UTILITY IMPROVEMENTS IN YOUR NEIGHBORHOOD, YOUR WATER SERVICE WILL BE INTERRUPTED ON BETWEEN THE HOURS OF AND IF YOU HAVE QUESTIONS ABOUT THIS SHUT -OUT, PLEASE CALL: MR, AT (CONTRACTORS SUPERINTENDENT) <TELEPHONE NUMBER) OR MR. AT (CITY INSPECTOR) (TELEPHONE NUMBER) THIS INCONVENIENCE WILL BE AS SHORT AS POSSIBLE. THANK YOU, CONTRACTOR CITY OF FORT WOR'I'H W&SS Repl. Contracl 2019, WSM-A (Lead Svcs D-1) STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CPN 102168 Revised December 20, 2012 0] 4523 TESTING AND INSPECTION SERVICES Page I oft SECTION 01 45 23 TESTING AND INSPECTION SERVICES PARTI- 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 I —General Requirements 1.2 PRICE AND PAYMENT PROCEDURES A. Measurement and Payment 1. Work associated with this Item is considered subsidiary to the various Items bid. No separate payment will be allowed for this Item. a. Contractor is responsible for performing, coordinating, and payment of all Quality Control testing. b. City is responsible for performing and payment for first set of Quality Assurance testing. 1) If the first Quality Assurance test performed by the City fails, the Contractor is responsible for payment of subsequent Quality Assurance testing until a passing test occurs. a) Final acceptance will not be issued by City until all required payments for testing by Contractor have been paid in full. 1.3 REFERENCES [NOT USED] 1.4 ADMINISTRATIVE REQUIREMENTS A. Testing 1. Complete testing in accordance with the Contract Documents. 2. Coordination a. When testing is required to be performed by the City, notify City, sufficiently in advance, when testing is needed. b. When testing is required to be completed by the Contractor, notify City, sufficiently in advance, that testing will be performed. 3. Distribution of Testing Reports a. Electronic Distribution 1) Confirm development of Project directory for electronic submittals to be uploaded to the City's document management system, or another external FTP site approved by the City. CITY OF PORT WORTI I W&SS Rep] Contract 2019 WSM-A (Lead Svcs D-1) STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CPN 102168 Revised March 9, 2020 01 4523 TESTING AND INSPECTION SERVICES Pace 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 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 SUBMITTALSANFORMATIONAL SUBMITTALS [NOT USED] 1.7 CLOSEOUT SUBMITTALS [NOT USED] 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 1.9 QUALITY ASSURANCE [NOT USED] 1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED] 1.11 FIELD [SITE] CONDITIONS [NOT USED] 1.12 WARRANTY [NOT USED] PART 2 - PRODUCTS [NOT USED] PART 3 - EXECUTION [NOT USED] END OF SECTION Revision Log DATE NAME SUMMARY Or CHANGE 3/9/2020 D.V. Magaiia Removed reference to Buzzsaw and noted that electronic submittals be uploaded through the City's document management system. CITY OF FORT WORTH W&SS Repl Contract 2019 WSM-A (Lead Svcs D-1) STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CPN 102168 Revised March 9.2020 01 50 00 - l TEMPORARY FACILITIES AND CONTROLS Pagc I of 4 1 SECTION 0150 00 2 TEMPORARY FACILITIES AND CONTROLS 3 PART 1 - GENERAL 4 1.1 SUMMARY 5 A. Section Includes: - 6 1. Provide temporary facilities and controls needed for the Work including, but not 7 necessarily limited to: 8 a. Temporary utilities 9 b. Sanitary facilities 10 c. Storage Sheds and Buildings 1 1 d. Dust control 12 e. Temporary fencing of the construction site 13 B. Deviations from this City of Fort Worth Standard Specification 14 1. None. 15 C- Related Specification Sections include, but are not necessarily limited to: 16 1. Division 0 — Bidding Requirements, Contract Forms and Conditions of the Contract 17 2. Division 1 — General Requirements 18 1.2 PRICE AND PAYMENT PROCEDURES 19 A. Measurement and Payment 20 1. Work associated with this Item is considered subsidiary to the various Items bid. 21 No separate payment will be allowed for this Item. 22 1.3 REFERENCES [NOT USED] 23 1.4 ADMINISTRATIVE REQUIREMENTS 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 A. Temporary Utilities 1. Obtaining Temporary Service a. Make arrangements with utility service companies for temporary services. b. Abide by rules and regulations of utility service companies or authorities having jurisdiction. c. Be responsible for utility service costs until Work is approved for Final Acceptance. 1) Included are fuel, power, light, heat and other utility services necessary for execution, completion, testing and initial operation of Work. 2. Water a. Contractor to provide water required for and in connection with Work to be performed and for specified tests of piping, equipment, devices or other use as required for the completion of the Work. b. Provide and maintain adequate supply of potable water for domestic consumption by Contractor personnel and City's Project Representatives. c. Coordination CITY OF FORT WORTH W&SS Repl. Contract 2019, WSM-A (Lead Svcs D-1) STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CPN t02168 Revised July 1, 2011 01 50 00 - 2 TEMPORARY PACTLITIES AND CONTROLS Page 2 of 4 1 1) Contact City 1 week before water for construction is desired 2 d. Contractor Payment for Construction Water 3 1) Obtain construction water meter from City for payment as billed by City's 4 established rates. 5 3. Electricity and Lighting 6 a. Provide and pay for electric powered service as required for Work, including 7 testing of Work. S 1) Provide power for lighting, operation of equipment, or other use. 9 b. Electric power service includes temporary power service or generator to 10 maintain operations during scheduled shutdown. 11 4. Telephone 12 a. Provide emergency telephone service at Site for use by Contractor personnel 13 and others performing work or furnishing services at Site. 14 5. Temporary Heat and Ventilation 15 a. Provide temporary beat as necessary for protection or completion of Work. 16 b. Provide temporary heat and ventilation to assure safe working conditions. 17 B. Sanitary Facilities 18 1. Provide and maintain sanitary facilities for persons on Site. 19 a. Comply with regulations of State and local departments of health. 20 2. Enforce use of sanitary facilities by construction personnel at job site. 21 a. Enclose and anchor- sanitary facilities. 22 b. No discharge will be allowed from these facilities. 23 c. Collect and store sewage and waste so as not to cause nuisance or health 24 problem. 25 d. Haul sewage and waste off -site at no less than weekly intervals and properly 26 dispose in accordance with applicable regulation. 27 3. Locate facilities near Work Site and keep clean and maintained throughout Project. 28 4. Remove facilities at completion of Project 29 C. Storage Sheds and Buildings 30 1. Provide adequately ventilated, watertight, weatherproof storage facilities with floor 31 above ground level for materials and equipment susceptible to weather damage. 32 2. Storage of materials not susceptible to weather damage may be on blocks off 33 ground. 34 3. Store materials in a neat and orderly manner. 35 a. Place materials and equipment to permit easy access for identification, 36 inspection and inventory. 37 4. Equip building with lockable doors and lighting, and provide electrical service for 38 equipment space heaters and heating or ventilation as necessary to provide storage 39 environments acceptable to specified manufacturers. 40 5. Fill and grade site for temporary structures to provide drainage away from 41 temporary and existing buildings. 42 6. Remove building from site prior to Final Acceptance. 43 D. "Temporary Fencing 44 1. Provide and maintain for the duration or construction when required in contract 45 documents CITY OF PORT WORTH W&SS Rcpl, Contract 2019, WSM-A (Lead Svcs D-1) STANDARD CONSTRUCTION SPECIFICATION DOCIFMP.NTS CPN 102168 Revised July 1, 2011 01 50 00 - 3 TEMPORARY FACILITIES AND CONTROLS Page 3 of4 1 E. Dust Control 2 1. Contractor is responsible for maintaining dust control through the duration of the 3 project. 4 a. Contractor remains on -call at all times 5 b. Must respond in a timely manner 6 F. Temporary Protection of Construction 7 1. Contractor or subcontractors are responsible for protecting Work from damage due 8 to weather. 9 1.5 SUBMITTALS [NOT USED] 10 1.6 ACTION SUBMITTALSANI+ORMATIONAL SUBMITTALS [NOT USED] 11 1.7 CLOSEOUT SUBMITTALS [NOT USED] 12 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 13 1.9 QUALITY ASSURANCE [NOT USED] 14 1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED] 15 1.11 FIELD [SITE] CONDITIONS [NOT USED] 16 1.12 WARRANTY [NOT USED] 17 PART 2 - PRODUCT'S [NOT USED] 18 PART 3 - EXECUTION [NOT USED] 19 3.1 INSTALLERS [NOT USED] 20 3.2 EXAMINATION [NOT USED] 21 3.3 PREPARATION [NOT USED] 22 3.4 INSTALLATION 23 A. Temporary Facilities 24 1. Maintain all temporary facilities for duration of construction activities as needed. Crl'Y OF FORT WORTH W&SS Repl. Contract 2019, WSM-A (Lead Svcs D-1) STANDARD CONSTRUCTION SPICITICATION DOCUMENTS CPN 102168 Revised July 1, 2011 015000-4 TEMPORARY FACILITIES AND CONTROLS Page 4 of 4 1 3.5 [REPAIR] / [RESTORATION] 2 3.6 RE -INSTALLATION 3 3.7 FIELD JoR] SITE QUALITY CONTROL [NOT USED] 4 3.8 SYSTEM STARTUP [NOT USED] 5 3.9 ADJUSTING [NOT USED] 6 3.10 CLEANING [NOT USED] 7 3.11 CLOSEOUT ACTIVITIES 8 A. Temporary Facilities 9 1. Remove all temporary facilities and restore area after completion of the Work, to a 10 condition equal to or better than prior to start of Work. 11 3.12 PROTECTION [NOT USED] 12 3.13 MAINTENANCE [NOT USED] 13 3.14 ATTACHMENTS [NOT USED] 14 15 16 END OF SECTION Revision Log DATE NAME SUMMARY OF CHANGE CITY OF FORT WORTH W&SS Repl. Contract 2019, WSM-A (Lead Svcs D-1) STANDARD CONSTRUCTION SPP.CTFTCATTON DOCUMENTS CPN 102I68 Revised July 1, 2011 01 55 26 - 1 STREET USE PERMIT AND MODIFICATIONS TO TRAFFIC CONTROL Page l of 3 SECTION 01 55 26 STREET USE PERMIT AND MODIFICATIONS TO TRAFFIC CONTROL PART1- GENERAL 1.1 SUMMARY A. Section Includes: 1. Administrative procedures for: a. Street Use Permit b. Modification of approved traffic control c. Removal of Street Signs B. Deviations from this City of Fort Worth Standard Specification 1. None. C. Related Specification Sections include, but are not necessarily limited to: 1. Division 0 — Bidding Requirements, Contract Forms and Conditions of the Contract 2. Division 1 General Requirements 3. Section 34 71 13 —Traffic Control 1.2 PRICE AND PAYMENT PROCEDURES A. Measurement and Payment 1. Work associated with tl>;s Item is considered subsidiary to the various Items bid. No separate payment will be allowed for this Item. 1.3 REFERENCES A. Reference Standards 1.. Reference standards cited in this specification refer to the current reference standard published at the time of the latest revision date logged at the end of this specification, unless a date is specifically cited. 2. Texas Manual on Uniform Traffic Control Devices (TMUTCD). 1.4 ADMINISTRATIVE REQUIREMENTS A. Traffic Control 1. General a. When traffic control plans are included in the Drawings, provide Traffic Control in accordance with Drawings and Section 34 71 13. b. When traffic control plans are not included in the Drawings, prepare traffic control plans in accordance with Section 34 71 13 and submit to City for review. 1) Allow minimum 10 working days for review of proposed Traffic Control. B. Street Use Permit 1. Prior to installation of Traffic Control, a City Street Use Permit is required. a. To obtain Street Use Permit, submit Traffic Control Plans to City Transportation and Public Works Department. CITY OF FORT WORTI I W&SS Rep! Contract 2019 WSM-A (Lead Svcs D-1) STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CPN 102169 Revised July I, 2011 01 55 26 - 2 STREET USE PERMIT AND MODIFICATIONS TO TRAFFIC CONTROL Page 2 of 3 1) Allow a minimum of 5 working days for permit review. 2) Contractor's responsibility to coordinate review of Traffic Control plans for Street Use Permit, such that construction is not delayed. C. Modification to Approved Traffic Control Prior to installation traffic control: a. Submit revised traffic control plans to City Department Transportation and Public Works Department. 1) Revise Traffic Control plans in accordance with Section 34 71 13. 2) Allow minimum 5 working days for review of revised Traffic Control. 3) It is the Contractor's responsibility to coordinate review of Traffic Control plans for Street Use Permit, such that construction is not delayed. D. Removal of Street Sign 1. If it is determined that a street sign must be removed for construction, then contact City Transportation and Public Works Department, Signs and Markings Division to remove the sign. E. Temporary Signage 1. In the case of regulatory signs, replace permanent sign with temporary sign meeting requirements of the latest edition Df the Texas Manual on Uniform Traffic Control Devices (MUTCD). 2. Install temporary sign before the removal of permanent sign. 3. When construction is complete, to the extent that the permanent sign can be reinstalled, contact the City Transportation and Public Works Department, Signs and Markings Division, to reinstall the permanent sign. P. Traffic Control Standards I. Traffic Control Standards can be found on the City's Buzzsaw website. 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 INOT USED] 1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED] 1.11 FIELD [SITE] CONDITIONS [NOT USED] 1.12 WARRANTY [NOT USED] PART 2 - PRODUCTS [NOT USED] PART 3 - EXECUTION [NOT USED] END OF SECTION CITY OF FORT WORTII W&SS Repl Contract 2019 WSM-A (Lead Svcs D-1) STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CI'N 102168 Revised July I, 2011 015526-3 STREET USE PEIWIT AND MODIFICATIONS TO TRAFFIC CONTROL Page 3 of 3 Revision Log DATE NAME SUMMARY OF CHANGE, CITY OF FORT WORTII W&SS Rep] Contract 2019 WSM-A (Lead Svcs D-1) STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CPN 102168 Revised July 1, 2011 01 57 13 - t STORM WATER POLLUTION PREVENTION Page I or3 1 SECTION 0157 13 2 STORM WATER POLLUTION PREVENTION 3 PARTI- GENERAL 4 1.1 SUMMARY 5 A. Section Includes: 6 1. Procedures for Storm Water Pollution Prevention Plans 7 B. Deviations from this City of Fort Worth Standard Specification 8 1. None. 9 C. Related Specification Sections include, but are not necessarily limited to: 10 1. Division 0 — Bidding Requirements, Contract Forms and Conditions of the 11 Contract 12 2. Division 1 — General Requirements 13 3. Section 31 25 00 — Erosion and Sediment Control 14 1.2 PRICE AND PAYMENT PROCEDURES 15 A. Measurement and Payment 16 1. Construction Activities resulting in less than 1 acre of disturbance 17 a. Work associated with this Item is considered subsidiary to the various Items 18 bid. No separate payment will be allowed for this Item. 19 2. Construction Activities resulting in greater than 1 acre of disturbance 20 a. Measurement and Payment shall be in accordance with Section 3125 00. 21 1.3 REFERENCES 22 A. Abbreviations and Acronyms 23 1. Notice of Intent: NOI 24 2. Notice of Termination: NOT 25 3. Storm Water Pollution Prevention Plan: SWPPP 26 4. Texas Commission on Environmental Quality: TCEQ 27 5. Notice of Change: NOC 28 A. Reference Standards 29 1. Reference standards cited in this Specification refer to the current reference 30 standard published at the time of the latest revision date logged at the end of this 31 Specification, unless a date is specifically cited. 32 2, Integrated Storm Management (iSWM) Technical Manual for Construction 33 Controls 34 1.4 ADMINISTRATIVE REQUIREMENTS 35 A. General 36 1. Contractor is responsible for resolution and payment of any fines issued associated 37 with compliance to Stormwater Pollution Prevention Plan. CITY OF FORT WORTH W&SS Repl. Contract 2019, WSM-A (Lead Svcs D-1) STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CPN 10208 Revised July t, 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 01 �713-2 STORM WATER POLLUTION PREVENTION Page 2 of 3 B. Construction Activities resulting in: 1. Less than 1 acre of disturbance a. Provide erosion and sediment control in accordance with Section 31 25 00 and Drawings. 2. 1 to less than 5 acres of disturbance a. Texas Pollutant Discharge Elimination System (TPDES) General Construction Permit is required b. Complete SWPPP in accordance with TCEQ requirements 1) TCEQ Small Construction Site Notice Required under general permit TXR150000 a) Sign and post at job site b) Prior to Preconstruction Meeting, send 1 copy to City Department of Transportation and Public Works, Environmental Division, (817) 392- 6088. 2) Provide erosion and sediment control in accordance with: a) Section 3125 00 b) The Drawings c) TXR150000 General Permit d) SWPPP c) 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) 392-6OS8. 40 1.5 SUBMITTALS 41 A. SWPPP 42 1. Submit in accordance with Section 01 33 00, except as stated herein. 43 a. Prior to the Preconstruction Meeting, submit a draft copy of SWPPP to the City 44 as follows: 45 1) 1 copy to the City Project Manager 46 a) City Project Manager will forward to the City Department of 47 Transportation and Public Works, Environmental Division for review CITY OF FORT WORTIl W&SS Rept Contract 2019, WSM-A (Lead Svcs D-1) STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CPN 102168 Revised Italy 1, 201 I 015713-3 STORM WATER POLLUTION PREVENTION Page 3 oI 3 I B. Modified SWPPP 2 1. If the SWPPP is revised during construction, resubmit modified SWPPP to the City 3 in accordance with Section 01 33 00. 4 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED] 5 1.7 CLOSEOUT SUBMITTALS [NOT USED] 6 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 7 19 QUALITY ASSURANCE [NOT USED] 8 1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED] 9 1.11 FIELD [SITE] CONDITIONS [NOT USED] 10 1.12 WARRANTY [NOT USE, 11 PART 2 - PRODUCTS [NOT USED] 12 PART 3 - EXECUTION [NOT USED] 13 14 15 END OF SECTION Revision Log DATE NAME SUMMARY OF CHANGE CITY OF FORT WORTII W&SS Repl. Contract 2019, WSM-A (Lead Svcs D-1) STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CPN 102169 Revised July 1, 2011 Ol 58 13 - I TEMPORARY PROJECT SIGNAGE- Page 1 of 3 1 SECTION 0158 13 2 TEMPORARY PROJECT SIGNAGE 3 PART1- GENERAL 4 1.1 SUMMARY 5 A. Section Includes: 6 1. Temporary Project Signage Requirements 7 B. Deviations from this City of Fort Worth Standard Specification 8 1. None. 9 C. Related Specification Sections include, but are not necessarily Iimited to: 10 1. Division 0—Bidding Requirements, Contract Forms and Conditions of the Contract 11 2. Division I General Requirements 12 1.2 PRICE AND PAYMENT PROCEDURES 13 A. Measurement and Payment 14 1. Work associated with this Item is considered subsidiary to the various Items bid. 15 No separate payment will be allowed for this Item. 16 1.3 REFERENCES [NOT USED] 17 1.4 ADMINISTRATIVE REQUIREMENTS [NOT USED] 18 1.5 SUBMITTALS [NOT USED] 19 1.6 ACTION SUBMITTALSANFORMATIONAL SUBMITTALS [NOT USED] 20 1.7 CLOSEOUT SUBMITTALS [NOT USED] 21 LS MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 22 1.9 QUALITY ASSURANCE [NOT USED] 23 1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED] 24 1.11 FIELD [SITE] CONDITIONS [NOT USED] 25 1.12 WARRANTY [NOT USED] 26 PART 2 - PRODUCT'S 27 2.1 OWNER -FURNISHED fOR] OWNER-SUPPLIEDPRODUCTS [NOT USED] 28 2.2 EQUIPMENT, PRODUCT TYPES, AND MATERIALS 29 A. Design Criteria 30 1. Provide free standing Project Designation Sign in accordance with City's Standard 31 Details for project signs. CITY OF FORT WORTH W&SS Repl. Conuraet 20191, WSM-A (Lead Ses D-1) STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CPN 102168 Revised July 1, 2011 01 58 13-2 TEMPORARY PROJECT SIGNAGE Page 2 of 3 1 B. Materials 2 1. Sign 3 a. Constructed of'/ -inch fir plywood, grade A-C (exterior) or better 4 2.3 ACCESSORIES [NOT USED] 5 2.4 SOURCE QUALITY CONTROL [NOT USED] 6 PART 3 - EXECUTION 7 3.1 INSTALLERS [NOT USED] 8 3.2 EXAMINATION [NOT USED] 9 3.3 PREPARATION [NOT USED] 10 3.4 INSTALLATION 11 A. General 12 1. Provide vertical installation at extents of project. 13 2. Relocate sign as needed, upon request of the City. 14 B. Mounting options 15 a. Skids 16 b. Posts 17 c. Barricade 18 3.5 REPAIR / RESTORATION [NOT USED] 19 3.6 RE -INSTALLATION [NOT USED] 20 3.7 FIELD [OR] SITE QUALITY CONTROL [NOT USED] 21 3.8 SYSTEM STARTUP [NOT USED] 22 3.9 ADJUSTING [NOT USED] 23 310 CLEANING [NOT USED] 24 3.11 CLOSEOUT ACTIVITIES [NOT USED] 25 3.12 PROTECTION [NOT USED] 26 3.13 MAINTENANCE 27 A. General 28 1. Maintenance Will include painting and repairs as needed or directed by the City. 29 3.14 ATTACHMENTS [NOT USED] 30 END OF SECTION 31 CITY OF FORT WORTH W&SS Repl. Contract 20191, WSM-A (Lead Scs D-1) STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CI'N 102168 Revised July 1, 2011 01 59 13 - 3 TEMPORARY PROJECT SIGNAGE Page 3 of 3 Revision Log HATE DAME SUMMARY OF CHANGE CITY OF FORT WORTH W&SS Repl. Contract20191, WSM-A (Lead Scs D-1) STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CPN 102169 Revised July 1, 2011 SECTION 0160 00 PRODUCT REQUIREMENTS PARTI- GENERAL 1.1 SUMMARY A. Section Includes: 01 6000 PRODUCT REQUfR1 MENrS Page 1 oT2 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.foirtworthtexas.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. i . 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 W&SS Rep] Contract 2019 WSM-A (Lead Svcs D-1) STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CPN 102169 Revised March 9.2020 01 6000 PRODUCT REQUIREMENTS Page 2 of 2 1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED] 1.11 FIELD [SITE] CONDITIONS [NOT USED] 1.12 WARRANTY [NOT USED] PART 2 - PRODUCTS [NOT USED] PART 3 - EXECUTION [NOT USED] END OF SECTION Revision I,og DATE NAME SUMMARY OF CHANGE 10/12/t2 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 websitc_ CITY OF FORT WORTH W&SS Rept Contract 2019 WSM-A (Lead Svcs D-l) STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CPN 102168 Revised March 9, 2020 01 66 00 - 1 PRODUCT S"1'ORAGL- AND HANDLING REQUIREMENTS Page 1 of4 1 SECTION 0166 00 2 PRODUCT STORAGE AND HANDLING REQUIREMENTS 3 PART1- GENERAL 4 1.1 SUMMARY 5 A. Section Includes: 6 1. Scheduling of product delivery 7 2. Packaging of products for delivery 8 3. Protection of products against damage from: 9 a. Handling 10 b. Exposure to elements or harsh environments 11 B. Deviations from this City of Fort Worth Standard Specification I2 1. None. 13 C. Related Specification Sections include, but are not necessarily limited to: 14 1. Division 0 — Bidding Requirements, Contract Forms and Conditions of the Contract 15 2. Division 1 — General Requirements 16 1.2 PRICE AND PAYMENT PROCEDURES 17 A. Measurement and Payment 18 1. Work associated with this Item is considered subsidiary to the various Items bid. 19 No separate payment will be allowed for this Item. 20 1.3 REFERENCES [NOT USED] 21 1.4 ADMINISTRATIVE REQUIREMENTS [NOT USED] 22 1.5 SUBMITTALS [NOT USED] 23 1.6 ACTION SUBMITTALSANFORMATIONAL SUBMITTALS [NOT USED] 24 1.7 CLOSEOUT SUBMITTALS [NOT USE, 25 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 26 1.9 QUALITY ASSURANCE [NOT USED] 27 1.10 DELIVERY AND HANDLING 28 A. Delivery Requirements 29 1. Schedule delivery of products or equipment as required to allow timely installation 30 and to avoid prolonged storage. 31 2. Provide appropriate personnel and equipment to receive deliveries. 32 3. Delivery trucks will not be permitted to wait extended periods of time on the Site 33 for personnel or equipment to receive the delivery. CITY OF FORT WORTH W&SS Repl. Contract2019, WSM-A (Lead Svcs D-1) STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CPN 102168 Reyised July 1, 2011 01 66 00 - 2 PRODUCT STORAGE AND HANDLING REQUIREMENTS Page 2 of 4 1 4. Deliver products or equipment in manufacturer's original unbroken cartons or other 2 containers designed and constructed to protect the contents from physical or 3 environmental damage. 4 5. Clearly and fully mark and identify as to manufacturer, item and installation 5 location. 6 6. Provide manufacturer's instructions for storage and handling. 7 B. Handling Requirements 8 1. Handle products or equipmcn( in accordance with these Contract Documents and 9 manufacturer's recommendations and instructions. 10 C. Storage Requirements I 1. Store materials in accordance with manufacturer's recommendations and 12 requirements of these Specifications. 13 2. Make necessary provisions for safe storage of materials and equipment. 14 a. Place loose soil ]materials and materials to be incorporated into Work to prevent 15 damage to any part of Work or existing facilities and to maintain free access at 16 all times to all parts of Work and to utility service company installations in 17 vicinity of Work. 18 3. Keep ]materials and equipment neatly and compactly stored in locations that will 19 cause minimum inconvenience to other contractors, public travel, adjoining owners, 20 tenants and occupants. 21 a. Arrange storage to provide easy access for inspection. 22 4. Restrict storage to areas available on construction site for storage of material and 23 equipment as shown on Drawings, or approved by City's Project Representative. 24 5. Provide off -site storage and protection when on -site storage is not adequate. 25 a. Provide addresses of and access to off -site storage locations for inspection by 26 City's Project Representative. 27 6. Do not use lawns, grass plots or other private property for storage purposes without 28 written permission of owner or other person in possession or control of premises. 29 7. Store in manufacturers' unopened containers. 30 8. Neatly, safely and compactly stack materials delivered and stored along line of 3I Work to avoid inconvenience and damage to property owners and general public 32 and maintain at least 3 feet from fire hydrant. 33 9. Keep public and private driveways and street crossings open. 34 10. Repair or replace damaged lawns, sidewalks, streets or other improvements to 35 satisfaction of City's Project Representative. 36 a. Total length which materials may be distributed along route of construction at 37 one time is 1,000 linear feet, unless otherwise approved in writing by City's 38 Project Representative. CfrY OF FORT' WORTH W&SS Repl. Contract 2019, WSM-A (T.cad Svcs D-1) STANDARD CONSTRITCTTON SPECIFICATION DOCUMENTS CPN 102168 Revised July 1, 2011 O16600-3 PRODUCT STORAGF AND HANDLING REQUIREMENTS Page 3 or4 1 1.11 FIELD [SITE] CONDITIONS [NOT USED] 2 1.12 WARRANTY [NOT USED] 3 PART 2 - PRODUCTS [NOT USED] 4 PART 3 - EXECUTION 5 3.1 INSTALLERS [NOT USED] 6 3.2 EXAMINATION [NOT USED] 7 3.3 PREPARATION [NOT USED] 8 3.4 ERECTION [NOT USED] 9 3.5 REPAIR / RESTORATION [NOT USED] 10 3.6 RE -INSTALLATION [NOT USED] 11 3.7 FIELD loR] SITE QUALITY CONTROL 12 A. Tests and Inspections 13 1. Inspect all products or equipment delivered to the site prior to unloading. 14 B. Non -Conforming Work 15 1. Reject all products or equipment that are damaged, used or in any other way 16 unsatisfactory for use on the project. 17 3.8 SYSTEM STARTUP [NOT USED] 18 3.9 ADJUSTING [NOT USED] 19 3.10 CLEANING [NOT USED] 20 3.11 CLOSEOUT ACTIVITIES [NOT USED] 21 3.12 PROTECTH)N 22 A. Protect all products or equipment in accordance with manufacturer's written directions. 23 B. Store products or equipment in location to avoid physical damage to items while in 24 storage. 25 C. Protect equipment from exposure to elements and keep thoroughly dry if required by 26 the manufacturer. 27 3.13 MAINTENANCE [NOT USED] 28 314 ATTACHMENTS [NOT USED] 29 END OF SECTION 30 CITY OF FORT WORTH W&SS Repl. Contract 2019, WSM-A (Lead Svcs D-1) STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CPN 102168 Revised July 1, 2011 01 65 00 - 4 PRODUCT STORACrF AND HANDLING REQUIREMENTS Page 4 of 4 Revision Log DATE NAME SUMMARY OF CHANGE CITY OF FORT WORTH W&SS Repl. Contract 2019, WSNI-A (Lead Svcs D-1) STANDARD CONSTRUCTION SPECIFICATION➢OCTIMENTS CPN 102168 Revised duly I, 2011 01 70 00 - 1 MOBILIZATION AND REMOBILIZATION Page I of3 I SECTION 01 70 00 2 MOBILIZATION AND REMOBILIZATION 3 PART 1- GENERAL 4 1.1 SUMMARY 5 A. Section Includes: 6 1. Mobilization and Demobilization 7 a. Mobilization 8 1) Transportation of Contractor's personnel, equipment, and operating supplies 9 to the Site 10 2) Establishment of necessary general facilities for the Contractor's operation 11 at the Site 12 3) Premiums paid for performance and payment bonds 13 4) Transportation of Contractor's personnel, equipment, and operating supplies 14 to another location within the designated Site 15 5) Relocation of necessary general facilities for the Contractor's operation 16 from 1 location to another location on the Site. 17 b. Demobilization 18 1) Transportation of Contractor's personnel, equipment, and operating supplies 19 away from the Site including disassembly 20 2) Site Clean-up 21 3) Removal of all buildings and/or other facilities assembled at the Site for this 22 Contract 23 c. Mobilization and Demobilization do not include activities for specific items of 24 work that are for which payment is provided elsewhere in the contract. 25 2. Remobilization 26 a. Remobilization for Suspension of Work specifically required in the Contract 27 Documents or as required by City includes: 28 1) Demobilization 29 a) Transportation of Contractor's personnel, equipment, and operating 30 supplies from the Site including disassembly or temporarily securing 31 equipment, supplies, and other facilities as designated by the Contract 32 Documents necessary to suspend the Work. 33 b) Site Clean-up as designated in the Contract Documents 34 2) Remobilization 35 a) Transportation of Contractor's personnel, equipment, and operating 36 supplies to the Site necessary to resume the Work. 37 b) Establishment of necessary general facilities for the Contractor's 38 operation at the Site necessary to resume the Work. 39 3) No Payments will be made for: 40 a) Mobilization and Demobilization from one location to another on the 41 Site in the normal progress of performing the Work. 42 b) Stand-by or idle time 43 c) Lost profits 44 3. Mobilizations and Demobilization for Miscellaneous Projects 45 a. Mobilization and Demobilization CITY OF FORT WORTH W&SS Repl. Contract 2019, WSM-A (Lead Svcs D-1) STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CPN 102168 Revised November 22, 2016 01 70 00 - 2 MOBILIZATION AND RF..MOBILI7.ATION Page 2 ol'3 1 1) Mobilization shall consist of the activities and cost on a Work Order basis 2 necessary for 3 a) Transportation of Contractor's personnel, equipment, and operating 4 supplies to the Site for the issued Work Order. 5 b) Establishment of necessary general facilities for the Contractor's 6 operation at the Site for the issued Work Order 7 2) Demobilization shall consist of the activities and cost necessary for: 8 a) Transportation of Contractor's personnel, equipment, and operating 9 supplies from the Site including disassembly for each issued Work 1(} Order 11 b) Site Clean-up for each issued Work Order 12 c) Removal of all buildings or other facilities assembled at the Site for 13 each Work Oder 14 b. Mobilization and Demobilization do not include activities for specific iterns of 15 work for which payment is provided elsewhere in the contract. 16 4. Emergency Mobilizations and Demobilization for Miscellaneous Projects 17 a. A Mobilization for Miscellaneous Projects when directed by the City and the 18 mobilization occurs within 24 hours of the issuance of the Work Order. 19 B. Deviations from this City of Fort Worth Standard Specification 20 1. None. 21 C. Related Specification Sections include, but are not necessarily limited to: 22 1. Division 0 — Bidding Requirements, Contract Forms and Conditions of the Contract 23 2. Division 1 General Requirements 24 1.2 PRICE AND PAYMENT PROCEDURES 25 A. Measurement and Payment 26 1. Mobilization and Demobilization 27 a. Measure 28 1) This item for Water/Sewer improvements is considered subsidiary to the 29 various Items bid. 30 2) Demobilization shall be considered subsidiary to the various bid items. 31 b. Payment 32 1) The work performed and materials furnished in accordance with this Item 33 for Water/Sewer improvements are subsidiary to the various Items bid and no 34 other compensation will be allowed. 35 2) The work performed and materials furnished for demobilization in 36 accordance with this Item are subsidiary to the various Items bid and no other 37 compensation will be allowed. 38 2. Remobilization for suspension of Work as required by City 39 a. Measurement and Payment 40 1) This shall be submitted as a Contract Claim in accordance with Article 10 41 of Section 00 72 00. 42 2) No payments will be ]Trade for standby, idle time, or lost profits associated 43 with this Item. 44 3. Mobilizations and Demobilizations for Miscellaneous Projects 45 a. Measurement CITY OF 1^ORT WOKM W&SS Rep]_ Contract 2019, WSM-A (Lead Svcs D-1) STANDARD CONSTRUCTION SPECIFICATION DOCI MF,NTS CPN 102168 Revised November 22, 2016 017000-3 MOBILIZATION AND R1MOBILIZATION Page 3 of 3 1 1) Measurement for this Item shall be for each Mobilization and 2 Demobilization required by the Contract Documents 3 b. Payment 4 1) The Work performed and materials furnished in accordance with this Item 5 and measured as provided under "Measurement" will be paid for at the unit 6 price per each "Work Order Mobilization" in accordance with Contract 7 Documents. Demobilization shall be considered subsidiary to mobilization 8 and shall not be paid for separately. 9 c. The price shall include: 10 1) Mobilization as described in Section 1.1.A.3.a.1) 11 2) Demobilization as described in Section I.I.A.3.a.2) 12 d. No payments will be made for standby, idle time, or lost profits associated this 13 Item. 14 1.3 REFERENCES INOT USED] 15 1.4 ADMINISTRATIVE REQUIREMENTS [NOT USED] 16 1.5 SUBMITTALS INOT USED[ 17 1.6 INFORMATIONAL SUBMITTALS [NOT USED] 18 1.7 CLOSEOUT SUBMITTALS INOT USED] 19 1.8 MAINTENANCE MATERIAL SUBMITTALS INOT USED 20 1.9 QUALITY ASSURANCE [NOT USED] 21 1.10 DELIVERY, STORAGE, AND HANDLING INOT USED] 22 1.11 FIELD [SITE] CONDITIONS [NOT USED] 23 1.12 WARRANTY [NOT USED] 24 PART 2 - PRODUCTS INOT USED] 25 PART 3 - EXECUTION [NOT USED] 26 27 28 END OF SECTION Revision Log DATE NAME SUMMARY OF CHANGE 11/22/16 Michael Owen 1.2 Price and Payment Procedures - Revised specification, including blue text, to make specification flexible for either subsidiary or paid bid item for Mobilization. CITY OF FORT WORTH W&SS Repl. Contract 2019, WSM-A (Lead Svcs D-1) STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CPN 102168 Revised November22, 2016 01 71 23- 1 CONSTRUCTION STAKING AND SURVEY Page I of 8 SECTION 01 7123 CONSTRUCTION STAKING AND SURVEY PART 1 - GE+'NERAL 1.1 SUMMARY A. Section includes: 1. Requirements for construction staking and construction survey B. Deviations .from this City of Fort Worth Standard Specification 1. None. C. Related Specification Sections include, but are not necessarily limited to: 1. Division 0 — Bidding Requirements, Contract Fortes and Conditions of the Contract 2. Division I 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 surn item. c. The price bid shall include, but not be limited to the following: 1) Verification of control data provided by City. 2) Placement, maintenance and replacement of required stakes and markings in the field. 3) Preparation and submittal of construction staking documentation in the form of "cut sheets" using the City's standard template. Construction Survey a. Measurement 1) This Item is considered subsidiary to the various Items bid. b. Payment 1) The work performed and the materials furnished in accordance with this Item are subsidiary to the various Items bid and no other compensation will be allowed. As -Built Survey Measurement 1) Measurement for this Item shall be by lump sure. 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 W&SS Rep1. Contract 2019, WSM-A (Lead Svcs D-1) STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CPN 102168 Revised February 14, 2018 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 sure itein. c. The price bid shall include, but not be limited to the following:: 1) Field measurements and survey shots to identify location of completed facilities. 2) Documentation and submittal of as -built survey data onto contractor redline plans and digital survey files. 1.3 REFERENCES A. Definitions 1. Construction Survey - The survey measurements made prior to or while construction is in progress to control elevation, horizontal posi(iou, dimensions and configuration of structures/improvements included in the Project Drawings. 2. As -built Survey —Tlle measurements made after the construction of the improvement features are complete to provide position coordinates for the features of a project. 3. Construction Staking — The placement of stakes and markings to provide offsets and elevations to cut and fill in order to locate on the ground the designed structures/improvements included in the Project Drawings. Construction staking shall include staking easements and/or right of way if indicated on the plans. 4. Survey "Field Checks" — Measurements made after construction staking is completed and before construction work begins to ensure that structures marked on the round are accurately located per Project Drawings. B. Technical References I . City of Fort Worth Construction Staking Standards (available on City's Buzzsaw website) — 01 71 23.16.01 Attachment A Survey Staking Standards 2. City of Fort Worth - Standard Survey Data Collector Library (fxl) files (available on City's Buzzsaw website). 3. Texas Department of Transportation (TXDOT) Survey Manual, latest revision 4. Texas Society of Professional Land Surveyors (TSPS), Manual of Practice for Land Surveying in the State of Texas, Category 5 1.4 ADMINISTRATIVE REQUIREMENTS A.The Contractor's selection of a surveyor must comply with Texas Government Code 2254 (qualifications based selection) for this project. 1.5 SUBMITTALS A. Submittals, if required, shall be in accordance with Section 01 33 00. B. All submittals shall be received and reviewed by the City prior to delivery of work. 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS A. Field Quality Control Submittals CITY OF FORT WORTH W&SS Rep1. Contract 2019, WSM-A (Lead Svcs D-1) STANDARD CONSTRUCTION SPECIFICATION DOMMENTS CPN 102168 Revised Fehruary 14, 2018 017123-3 CONSTRUCTION STAKING AND SURVEY Page 3 of 8 i. Documentation verifying accuracy of field engineering work, including coordinate conversions if plans do not indicate grid or ground coordinates. 2. Submit "Cut -Sheets" conforming to the standard template provided by the City (refer to 01 71 23.16.01 — Attachment A — Survey Staking Standards). 1.7 CLOSEOUT SUBMITTALS B. As -built Redline Drawing Submittal 1. Submit As -Built Survey Redline Drawings documenting the locations/elevations of constructed improvements signed and sealed by Registered Professional Land Surveyor (RPLS) responsible for the work (refer to 01 71 23-16.01— Attachment A — Survey Staking Standards) . 2. Contractor shall submit the proposed as -built and completed redline drawing submittal one (1) week prior to scheduling the prgject 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 perfbailed 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 WORTII W&SS Rcpl. Contracl 2019, WSM-A (Lead Svcs D-1) STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CPN 102168 Revised February 14, 2018 01 71 23 - 4 CONSTRUCTION STAKING AND SURVEY Page 4 of S 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 rlotesused 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 250 linear feet, including (2) Horizontal and vertical points of inflection, curvature, etc. (3) Fire line tee (4) Plugs, stub -outs, dead-end lines (5) Casing pipe (each end) and all buried fittings 2) Sanitary Sewer a) Top of pipe elevations and coordinates for force mains and siphon sanitary sewer lines (non -gravity facilities) at the following locations: (1) Minimum every 250 linear feet and any buried fittings (2) Horizontal and vertical points of inflection, curvature, etc. 3) Stormwater— Not Applicable CITY OF FORT WORTH W&SS Repl. Contract 2019, WSM-A (Lead Svcs D-1) STANDARD CONSTRUCTION SPF.CIFICATIONDOCUMENTS CPN 102168 12cvised February 14, 2018 01 71 23 - 5 CONSTRUCTION STAKING AND SURVEY Pagc 'i 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 c) 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) Stonnwater Not Applicable 1.10 DELIVERY, STORAGE, AND HANDLING fNOT 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 (benelunarks) sufficiently permanent and located in a manner to be used throughout construction. 3. The location of planned facilities, easements and improvements. a. Establishing final line and grade stakes for piers, floors, grade beams, parking areas, utilities, streets, highways, tunnels, and other construction. b. A record of revisions or corrections noted in an orderly manner for reference. c. A drawing, when required by the client, indicating the horizontal and vertical location of facilities, easements and improvements, as built. 4. Cut sheets shall be provided to the City inspector and Survey Superintendent for all construction staking projects. These cut sheets shall be on the standard city template which can be obtained from the Survey Superintendent (817-392-7925). S. Digital survey files in the following formats shall be acceptable: a. AutoCAD (.dwg) b. ESRI Shapefile (.shp) CITY OF FORT WORTH 2O18 CIP Year 2, Contract 15 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CPN 101003 Revised February 14, 2018 017123-6 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 .0.1fttolerance. 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 R. 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 2018 CW Year 2, Contract 15 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CPN 10)003 Revised February 14, 2018 017123-7 CONSTRUC77ON STAKING AND SURVEY Pagc 7 of 8 3.2 EXAMINATION [NOT USED] 3.3 PREPARATION [NOT USED] 3.4 APPLICATION 3.5 REPAIR I RESTORATION A.If the Contractor's work damages or destroys one or more of the control monuments/points set by the City, the monuments shall be adequately referenced for expedient restoration. 1. Notify City if any control data needs to be restored or replaced due to damage caused during construction operations. a. Contractor shall perforin 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 hove forward. 3.6 RE -INSTALLATION [NOT USED] 3.7 FIELD lot?] 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' party contracted surveyor are not intended to relieve the contractor of his/her responsibility for accuracy. 3.9 ADJUSTING [NOT USED] 3.10 CLEANING [NOT USED] 3.11 CLOSEOUT ACTIVITIES [NOT USED] 3.12 PROTECTION [NOT USED] 3.13 MAINTENANCE [NOT USED] 3.14 ATTACHMENTS [NOT USED] END OF SECTION Revision Log Crl'Y OF FORT WORTH 2018 CIP Year 2, Contract 15 STANDARD CONs'1'RUCTION SPECIFICATION DOCUMENTS CPN 101003 Revised February 14, 2018 01 71 23 - 8 CONSTRUCTION STAKING AND SURVEY Page S of 8 DATE NAME SUMMARY OF CHANGE 8/31/7012 D.7ohnson 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 l.7 closeout submittal requirements; modified 1.9 Quality Assurance; added PART 2 — PRODUCTS ; Added 3.1 Installers; added 3.5 Repair/Restoration; and added 1.8 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 ofitems requiring as -built survey "during" and `;after` construction; and revised acceptable digital survey file format CITY OF FORT WORTH 2O18 CIP Year 2, Contract 15 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CPN 101003 Revised Rehruary 14, 2018 01 7423 - 1 CLEANING Page 1 of4 1 SECTION 0174 23 2 CLEANING 3 PART1- GENERAL 4 1.1 SUMMARY 5 A. Section Includes: 6 1. Intermediate and final cleaning for Work not including special cleaning of closed 7 systems specified elsewhere 8 B. Deviations from this City of Fort Worth Standard Specification 9 1. None. 10 C. Related Specification Sections include, but are not necessarily limited to: I 1 1. Division 0 —Bidding Requirements, Contract Forms and Conditions of the Contract 12 2. Division 1 General Requirements 13 3. Section 32 92 13 —Hydro-Mulching, Seeding and Sodding 14 1.2 PRICE AND PAYMENT PROCEDURES 15 A. Measurement and Payment 16 1. Work associated with this Item is considered subsidiary to the various Items bid. 17 No separate payment will be allowed for this Item. 18 1.3 REFERENCES [NOT USED] 19 1.4 ADMINISTRATIVE REQUIREMENTS 20 A. Scheduling 21 1. Schedule cleaning operations so that dust and other contaminants disturbed by 22 cleaning process will not fall on newly painted surfaces. 23 2. Schedule final cleaning upon completion of Work and immediately prior to final 24 inspection. 25 1.5 SUBMITTALS [NOT USED] 26 1.6 ACTION SUBMITTALSANFORMATIONAL SUBMITTALS [NOT USE, 27 1.7 CLOSEOUT SUBMITTALS [NOT USED] 28 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 29 1.9 QUALITY ASSURANCE [NOT USED] 30 1.10 STORAGE, AND HANDLING 31 A. Storage and Handling Requirements 32 1. Store cleaning products and cleaning wastes in containers specifically designed for 33 those materials. C11'Y OF FORT WORTH W&SS Repl. Contract 2019, WSM-A (Lead Svcs D-1 ) STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CPN 102168 Revised July I, 2011 017423-2 CLEANING Page 2 of4 1 1.11 FIELD [SITE.] CONDITIONS [NOT USED] 2 1.12 WARRANTY [NOT USED] 3 PART 2 - PRODUCT'S 4 2.1 OWNER -FURNISHED [OR] OWNER-SUPPLIEDPRODUCTS [NOT USED] 5 2.2 MATERIALS 6 A. Cleaning Agents 7 1. Compatible with surface being cleaned 8 2. New and uncontaminated 9 3. For manufactured surfaces 10 a_ Material recommended by manufacturer 11 2.3 ACCESSORIES [NOT USED] 12 2.4 SOURCE QUALITY CONTROL [NOT USE, 13 PART 3 - EXECUTION 14 3.1 INSTALLERS [NOT USED] 15 3.2 EXAMINATION [NOT USED] 16 3.3 PREPARATION [NOT USED] 17 3.4 APPLICATION [NOT USED] 18 3.5 REPAIR / RESTORATION [NOT USED] 19 3.6 RE -INSTALLATION [NOT USE, 20 3.7 FIELD [o►i] SITE QUALITY CONTROL [NOT USED] 21 3.8 SYSTEM STARTUP [NOT USED] 22 3.9 ADJUSTING [NOT USED] 23 3.10 CLEANING 24 A. General 25 1. Prevent accumulation of wastes that create hazardous conditions. 26 2. Conduct cleaning and disposal operations to comply with laws and safety orders of 27 governing authorities. 28 3. Do not dispose of volatile wastes such as mineral spirits, oil or paint thinner in 29 stonn or sanitary drains or sewers. 30 4. Dispose of degradable debris at an approved solid waste disposal site. 31 5. Dispose of nondegradable debris at an approved solid waste disposal site or in an 32 alternate manner approved by City and regulatory agencies. CITY OF FORT WORTII W&SS RepL Contract 2019, WSM-A (Lead Svcs D-1) STANDARD CONSTRUCTION SPECIFICXHON DOCUMENTS CPN 102168 Revised July I, 2011 01 74 23 - 3 CLEANING Page 3 of 4 1 6. Handle materials in a controlled manner with as few handlings as possible. 2 7. Thoroughly clean, sweep, wash and polish all Work and equipment associated with 3 this project. 4 8. Remove all signs of temporary construction and activities incidental to construction 5 of required permanent Work. 6 9. If project is not cleaned to the satisfaction of the City, the City reserves the right to 7 have the cleaning completed at the expense of the Contractor. 8 10, Do not burn on -site. 9 B. Intermediate Cleaning during Construction 10 1. Keep Work areas clean so as not to hinder health, safety or convenience of 11 personnel in existing facility operations. 12 2. At maximum weekly intervals, dispose of waste materials, debris and rubbish. 13 3. Confine constriction debris daily in strategically located containcr(s): 14 a. Cover to prevent blowing by wind 15 b. Store debris away from construction or operational activities 16 c. Haul from site at a minimum of once per week 17 4. Vacuum clean interior areas when ready to receive finish painting. is a. Continue vacuum cleaning on an as -needed basis, until Final Acceptance. 19 5. Prior to stone events, thoroughly clean site of all loose or unsecured items, which 20 may become airborne or transported by flowing water during the storm. 21 C. Interior Final Cleaning 22 1. Remove grease, mastic, adhesives, dust, dirt, stains, fingerprints, labels and other 23 foreign materials from sight -exposed surfaces. 24 2. Wipe all lighting fixture reflectors, lenses, lamps and trims clean. 25 3. Wash and shine glazing and mirrors. 26 4. Polish glossy surfaces to a clear shine. 27 5. Ventilating systems 28 a. Clean permanent filters and replace disposable filters if units were operated 29 during construction. 30 b. Clean ducts, blowers and coils if units were operated without filters during 31 construction. 32 6. Replace all buried out lamps. 33 7. Broom clean process area floors. 34 8. Mop office and control room floors. 35 D. Exterior (Site or Right of Way) Final Cleaning 36 1. Remove trash and debris containers from site. 37 a. Re -seed areas disturbed by location of trash and debris containers in accordance 38 with Section 32 92 13. 39 2. Sweep roadway to remove all rocks, pieces of asphalt, concrete or any other- object 40 that may hinder or disrupt the flow of traffic along the roadway. 41 3. Clean any interior areas including, but not limited to, vaults, manholes, structures, 42 junction boxes and inlets. CITY OF FORT WORTH W8,,SS RepL Conlract 2019, WSM-A (Lead Svcs D-1) STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CPN 102168 Revised July I, 2011 1 2 3 4 5 6 7 8 9 10 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 NAMF SUMMARY OF CHANGE CITY OF FORT WORTH W&SS Rcpl. Contract 2019, WSM-A (Lead Svcs 0-1) STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CPN 102168 Revised July 1, 2011 1 2 3 PART]- GENERAL 4 1.1 SUMMARY SECTION 01 7719 CLOSEOUT REQUIREMENTS 01 77 19 - 1 CLOSEOUT REQUIREMENTS Page I of 3 5 A. Section Includes: 6 1. The procedure for closing out a contract 7 B. Deviations from this City of Fort Worth Standard Specifcation 8 I. 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. CITY OF FORT WORTH W&SS Repl. Contracl 2019, WSM-A (Lead Svcs D-1) STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CPN 102168 Revised July 1, 2011 01 77 19 - 2 CLOSEOUT REQUIREMENTS Page 2 of 3 1 1.6 INFORMATIONAL SUBMITTALS [NOT USED] 2 1.7 CLOSEOUT SUBMITTALS [NOT USED] 3 PART 2 - PRODUCTS [NOT USED] 4 PART 3 - EXECUTION 5 3.1 INSTALLERS [NOT USED] 6 3.2 EXAMINATION [NOT USED] 7 3.3 PREPARATION [NOT USED] 8 3.4 CLOSEOUT PROCEDURE 9 A. Prior to requesting final Inspection, subinit: 10 1. Project Record Documents in accordance with Section 01 78 39 11 2. Operation and Maintenance Data, if required, in accordance with Section 01 78 23 12 B. Prior to requesting Final Inspection, perfonn final cleaning in accordance with Section 13 01 7423. 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 C. Final Inspection 1. After final cleaning, provide notice to the City Project Representative that the Work is completed. a. The City will snake an. initial Final Inspection with the Contractor present. b. Upon completion of this inspection, the City will notify the Contractor, in writing within 10 business days, of any particulars in which this inspection reveals that the Work is defective or incomplete. 2. Upon receiving written notice from the City, immediately undertake the Work required to remedy deficiencies and complete the Work to the satisfaction of the City. 3. Upon completion of Work associated with the items listed in the City's written notice, inform the City, that the required Work has been completed. Upon receipt of this notice, the City, in the presence of the Contractor, will make a subsequent Final Inspection of the project. 4. Provide all special accessories required to place each item of equipment in full operation. These special accessory items include, but are not limited to: a. Specified spare parts b. Adequate oil and grease as required for the first lubrication of the equipment c. Initial fill up of all chemical tanks and fuel tanks d. Light bulbs c. Fuses f. Vault keys g. Ilandwheels h. Other expendable items as required for initial stall -up and operation of all equipment D. Notice of Project Completion CITY OF FORT WORTH W&SS Repl. Contract 2019, WSM-A (I,cad Svcs D-1) STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CPN 102169 Revised hily 1, 2011 01 77 19-3 CLOSEOUT REQUIREMENTS Page 3 oI`3 1. Once the City Project Representative finds the Work subsequent to Final Inspection 2 to be satisfactory, the City will issue a Notice of Project Completion (Green Sheet). 3 E. Supporting Documentation 4 1. Coordinate with the City Project Representative to complete the following 5 additional fonns; 6 a. Final Payment Request 7 b. Statement of Contract Time 8 c. Affidavit of Payment and Release of Liens 9 d. Consent of Surety to Final Payment 10 e. Pipe Report (if required) 1 1 f. Contractor's Evaluation of City 12 g. Performance Evaluation of Contractor 13 F. Letter of Final Acceptance 14 1. Upon review and acceptance of Notice of Project Completion and Supporting 15 Documentation, in accordance with General Conditions, City will issue Letter of 16 Final Acceptance and release the Final Payment Request for payment. 17 3.5 REPAIR / RESTORATION [NOT USED] 18 3.6 RE -INSTALLATION [NOT USED] 19 3.7 FIELD [OR] SITE QUALITY CONTROL [NOT USED] 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 END OF SECTION 28 29 Revision Log DATE NAME SUMMARY OF CHANGE CrrY OF FORT WORTII W&SS Repi. Contract 2019, WSM-A (IRad Svcs D-1) STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CPN 102168 Revised July 1, 2011 Of 7823 - 1 OPERATION AND MAINTENANCE DATA Page I of 5 I SECTION 0178 23 2 OPERATION AND MAINTENANCE DATA 3 PART1- GENERAL 4 1.1 SUMMARY 5 A. Section Includes: 6 1. Product data and related information appropriate for City's maintenance and 7 operation of products furnished under Contract 8 2. Such products may include, but are not limited to: 9 a. 'Traffic Controllers 10 b. Irrigation Control lcrs (to be operated by the City) 11 c. Butterfly Valves 12 B. Deviations fi-om this City of Fort Worth Standard Specification 13 1. None. 14 C. Related Specification Sections include, but are not necessarily limited to: 15 1. Division 0 Bidding Requirements, Contract Forms and Conditions of the Contract 16 2. Division 1 — General Requirements 17 1.2 PRICE AND PAYMENT PROCEDURES 18 A. Measurement and Payment 19 1. Work associated with this Item is considered subsidiary to the various Items bid. 20 No separate payment will be allowed for this Item. 21 1.3 REFERENCES ]NOT USED] 22 1.4 ADMINISTRATIVE REQUIREMENTS 23 A. Schedule 24 1. Submit manuals in final form to the City within 30 calendar days of product 25 shipment to the project site. 26 1.5 SUBMITTALS 27 A. Submittals shall be in accordance with Section 0133 00 . All submittals shall be 28 approved by the City prior to delivery. 29 1.6 INFORMATIONAL SUBMITTALS 30 A. Submittal Form 31 1. Prepare data in form of an instructional manual for use by City personnel. 32 2. Format 33 a. Size: 8 '/2 inches x I 1 inches 34 b. Paper 35 1) 40 pound minimum, white, for typed pages 36 2) Holes reinforced with plastic, cloth or metal 37 c. Text: Manufacturer's printed data, or neatly typewritten CITY OF FORT WORTH W&SS Repl. Contract 2019, WSM-A (Lead Svcs D-1 ) STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CPN 102165 Revised Deee]nber 20, 2012 01 7923 -2 OPERATION AND MAWTENANCE DATA Pagc 2 of 5 1 d. Drawings 2 1) Provide reinforced punched binder tab, bind in with text 3 2) Reduce larger drawings and fold to size of text pages. 4 e. Provide fly -leaf for each separate product, or each piece of operating 5 equipment. 6 1) Provide typed description of product, and major component parts of 7 equipment. 8 2) Provide indexed tabs. 9 f. Cover 10 1) Identify each volume with typed or printed title "OPERATING AND 11 MAINTENANCE INSTRUCTIONS 12 2) List: 13 a) Title of Project 14 b) Identity of separate structure as applicable 15 c) Identity of general subject matter covered in the manual 16 3. Binders 17 a. Commercial quality 3-ring binders with durable and cleanable plastic covers 18 b. When multiple binders are used, correlate (he data into related consistent 19 groupings. 20 4. If available, provide an electronic form of the O&M Manual. 21 B. Manual Content 22 1. Neatly typewritten table of contents for each volume, arranged in systematic order 23 a. Contractor, name of responsible principal, address and telephone number 24 b. A list of each product required to be included, indexed to content of the volume 25 c. List, with each product: 26 1) The name, address and telephone number of the subcontractor or installer 27 2) A list of each product required to be included, indexed to content of the 28 volume 29 3) Identify area of responsibility of each 30 4) Local source of supply for parts and replacement 31 d. Identify each product by product name and other identifying symbols as set 32 forth in Contract Documents. 33 2. Product Data 34 a. h7elude only those sheets which are pertinent to the specific product. 35 b. Annotate each sheet to: 36 1) Clearly identify specific product or pail installed 37 2) Clearly identify data applicable to installation 38 3) Delete references to inapplicable inforination 39 3. Drawings 40 a. Supplement product data with drawings as necessary to clearly illustrate: 41 1) Relations of component parts of equipment and systems 42 2) Control and flow diagrams 43 b. Coordinate drawings with information in Project Record Documents to assure 44 correct illustration of completed installation. 45 c. Do not use Project Record Drawings as maintenance drawings. 46 4. Written text, as required to supplement product data for the particular installation: 47 a. Organize in consistent format under separate headings for different procedures. 48 b. Provide logical sequence of instructions of each procedure. CITY OF FORT WORTH W&SS Repi. Contract 2019, WSM-A (Lead Secs D-1) STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CPN 102168 Revised December 20, 2012 01 7923 -3 OPERATION AND MAINTENANCE DATA Page 3 of 5 1 5. Copy of each warranty, bond and service contract issued 2 a. Provide information sheet for City personnel giving: 3 1) Proper procedures in event of failure 4 2) Instances which might affect validity of warranties or bonds 5 C. Manual for Materials and Finishes 6 1. Submit 5 copies of complete manual in final form. 7 2. Content, for architectural products, applied materials and finishes: 8 a. Manufacturer's data, giving full information on products 9 1) Catalog number, size, composition 10 2) Color and texture designations 11 3) Information required for reordering special manufactured products 12 b. Instructions for care and maintenance 13 1) Manufacturer's recommendation for types of cleaning agents and methods 14 2) Cautions against cleaning agents and methods which are detrimental to 15 product 16 3) Recommended schedule for cleaning and maintenance 17 3. Content, for moisture protection and weather exposure products: 18 a. Manufacturer's data, giving full information on products 19 1) Applicable standards 20 2) Chemical composition 21 3) Details of installation 22 b. Instructions for inspection, maintenance and repair 23 D. Manual for Equipment and Systems 24 1. Submit 5 copies of complete manual in final forlm. 25 2. Content, for each unit of equipment and system, as appropriate: 26 a. Description of unit and component parts 27 1) Function, normal operating characteristics and limiting conditions 28 2) Performance curves, engineering data and tests 29 3) Complete nomenclature and commercial number of replaceable parts 30 b. Operating procedures 31 1) Start-up, break-in, routine and normal operating instructions 32 2) Regulation, control, stopping, shut -down and emergency instructions 33 3) Summer and winter operating instructions 34 4) Special operating instructions 35 c. Maintenance procedures 36 1) Routine operations 37 2) Guide to "trouble shooting" 38 3) Disassembly, repair and reassembly 39 4) Alignment, adjusting and checking 40 d. ,Servicing and lubrication schedule 41 1) List of lubricants required 42 e. Manufacturer's printed operating and maintenance instructions 43 f. Description of sequence of operation by control manufacturer 44 1) Predicted life of parts subject to wear 45 2) Items recommended to be stocked as spare parts 46 g. As installed control diagrams by controls manufacturer 47 h. Each contractor's coordination drawings 48 1) As installed color coded piping diagrams CITY OF FORT WORTH W&SS Repl. Contract 2019, WSM-A (Lead Svcs D-1) STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CPN 102168 Rcvisal Dc uriber 20, 2012 01 7823 -4 OPERATION AND MAINTENANCE DA'i'A Page. 4 of 5 1 i. Charts of valve tag numbers, with location and function of each valve 2 j. List of original manufacturer's spare parts, manufacturer's current prices, and 3 recommended quantities to be maintained in storage 4 k. Other data as required under pertinent Sections of Specifications 5 3. Content, for each electric and electronic system, as appropriate: 6 a. Description of system and component parts 7 1) Function, nonnal operating characteristics, and limiting conditions 8 2) Perfonnance curves, engineering data and tests 9 3) Complete nomenclature and commercial number of replaceable parts 10 b. Circuit directories of panelboards 11 1) Electrical service 12 2) Controls 13 3) Communications 14 c. As installed color coded wiring diagrams 15 d. Operating procedures 16 1) Routine and normal operating instructions 17 2) Sequences required 18 3) Special operating instructions 19 e. Maintenance procedures 20 1) Routine operations 21 2) Guide to "trouble shooting" 22 3) Disassembly, repair and reassembly 23 4) Adjustment and checking 24 f. Manufacturer's printed operating and maintenance instructions 25 g. List of original manufacturer's spare parts, manufacturer's current prices, and 26 recornrnended quantities to be maintained in storage 27 h. Other data as required under pertinent Sections of Specifications 28 4. Prepare and include additional data when the need for such data becomes apparent 29 during instruction of City's personnel. 30 1.7 CLOSEOUT SUBMITTALS [NOT USED] 31 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 32 1.9 QUALITY ASSURANCE 33 A. Provide operation and maintenance data by personnel with the following criteria: 34 1. Trained and experienced in maintenance and operation of described products 35 2. Skilled as technical writer to the extent required to communicate essential data 36 3. Skilled as draftsman competent to prepare required drawings Cfi'Y OF FORT WORTH W&SS RcIA Contract 2019, WSM-A (Lead Svcs D-1) STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CPN 102168 Revised December 20, 2012 01 7823 -5 OPERATION ANC) MAINTENANCE DATA Pagc 5 of 5 1 1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED] 2 1.11 FIELD [SITE1 CONDITIONS [NOT USED] 3 1.12 WARRANTY [NOT USE, 4 PART 2 - PRODUCTS [NOT USED] 5 PART 3 - EXECUTION [NOT USED) 6 END OF SECTION Revision Lag DATE NAME SUMMARY OF CHANGE 8/31/2012 D. Johnson l .5.A.1 —title of section removed CITY OF FORT WORTH W&SS Rcp[. Contract 2019, WSM-A (Lead Svcs D-1) STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CPN 102169 Revised December 20, 2012 01 7s 39 - l PROJECT RECORD DOCUMENTS Page I or 5 1 SECTION 0178 39 2 PROJECT RECORD DOCUMENTS 3 PART1- GENERAL 4 1.1 SUMMARY 5 A. Section Includes: 6 1. Work associated with the documenting the project and recording changes to project 7 documents, including: 8 a. Record Drawings 9 b. Water Meter Service Reports 10 c. Sanitary Sewer Service Reports I 1 d. Large Water Meter Reports 12 B. Deviations from this City of Fort Worth Standard Specification 13 1. None. 14 C. Related Specification Sections include, but are not necessarily limited to: 15 1. Division 0 Bidding Requirements, Contract Forms and Conditions of the Contract 16 2. Division I — General Requirements 17 1.2 PRICE AND PAYMENT PROCEDURES 18 A. Measurement and Payment 19 1. Work associated with this Item is considered subsidiary to the various Items bid. 20 No separate payment will be allowed for this Item. 21 1.3 REFERENCES [NOT USE, 22 1.4 ADMINISTRATIVE REQUIREMENTS [NOT USED] 23 1.5 SUBMITTALS 24 A. Prior to submitting a request for Final Inspection, deliver Project Record Documents to 25 City's Project Representative. 26 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED] 27 1.7 CLOSEOUT SUBMITTALS [NOT USED] 28 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 29 1.9 QUALITY ASSURANCE 30 A. Accuracy of Records 31 1. Thoroughly coordinate changes within the Record Documents, making adequate 32 and proper entries on each page of Specifications and each sheet of Drawings and 33 other Documents where such entry is required to show the change properly. CITY OF FORT WORTH W&SS Repl. Contract 2019, WSM-A (Lead Svcs D-1) STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CPN 102169 Revised July 1, 2011 01 78 39 - 2 PROJECT RECORD DOCUMENTS Page 2 of 5 1 2. Accuracy of records shall be such that future search for items shown in the Contract 2 Documents may rely reasonably on information obtained from the approved Project 3 Record Documents. 4 3. To facilitate accuracy of records, make entries within 24 hours after receipt of 5 information that the change has occurred. 6 4. Provide factual information regarding all aspects of the Work, both concealed and 7 visible, to enable future ]modification of the Work to proceed without lengthy and 8 expensive site measurement, investigation and examination. 9 1.10 STORAGE AND HANDLING 10 A. Storage and Handling Requirements 11 1. Maintain the job set of Record Documents completely protected from deterioration 12 and from loss and damage until completion of the Work and transfer of all recorded 13 data to the final Project Record Documents. 14 2. In the event of loss of recorded data, use means necessary to again secure the data 15 to the City's approval. 16 a. In such case, provide replacements to the standards originally required by the 17 Contract Documents. is 1.11 FIELD [SITE] CONDITIONS [NOT USED 19 1.12 WARRANTY [NOT USED] 20 PART 2 - PRODUCTS 21 2.1 OWNER -FURNISHED lost] OWNER -,SUPPLIED PRODUCTS [NOT USED 22 2.2 RECORD DOCUMENTS 23 A. Job set 24 1. Promptly following receipt of the Notice to Proceed, secure from the City, at no 25 charge to the Contractor, 1 complete set of all Documents comprising the Contract. 26 B. Final Record Documents 27 1. At a time nearing the completion of the Work and prior to Final Inspection, provide 28 the City 1 complete set of all Final Record Drawings in the Contract. CITY OF FORT WORTH W&SS Rept Contract 2019, WSM-A (Lead Svcs D-1) STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CPN 102169 Revised July 1, 2011 017939-3 PROJECTRECORD DOCIJMENTS Page 3 of 5 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 MAINTENANCE DOCUMENTS 8 A. Maintenance of Job Set 9 1. Immediately upon receipt of the job set, identify each of the Documents with the 10 title, "RECORD DOCUMENTS - JOB SET". 11 2. Preservation 12 a. Considering the Contract completion time, the probable number of occasions 13 upon which the job set inust be taken out for new entries and for examination, 14 and the conditions under which these activities will be performed, devise a 15 suitable method for protecting the job set. 16 b. Do not use the job set for any purpose except entry of new data and for review 17 by the City, until start of transfer of data to final Project Record Documents. 18 c. Maintain the job set at the site of work. 19 3. Coordination with Construction Survey 20 a. At a minimum, in accordance with the intervals set forth in Section 01 7123, 21 clearly mark any deviations from Contract Documents associated with 22 installation of the infrastructure. 23 4. Making entries on Drawings 24 a. Record any deviations from Contract Documents. 25 b. Use an erasable colored pencil (not ink or indelible pencil), clearly describe the 26 change by graphic line and note as required. 27 c. Date all entries. 28 d. Call attention to the entry by a "cloud" drawn around the area or areas affected. 29 e. In the event of overlapping changes, use different colors for the overlapping 30 changes. 31 5. Conversion of schematic layouts 32 a. In some cases on the Drawings, arrangements of conduits, circuits, piping, 33 ducts, and similar items, are shown schematically and are not intended to 34 portray precise physical layout. 35 1) Final physical arrangement is determined by the Contractor, subject to the 36 City's approval. 37 2) However, design of future modifications of the facility may require 38 accurate information as to the final physical layout of items which are 39 shown only schematically on the Drawings. 40 b. Show on the job set of Record Drawings, by dimension accurate to within 1 41 inch, the centerline of each run of items. CITY OF FORT WORTH W&SS Repl. Contract 2019, WSM-A (Lead Svcs D-1) STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CPN 102169 Revised July 1, 2011 t 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 01 79 39 - 4 PROJECT RECORD DOCUMENTS Page 4 of 5 I) Final physical arrangement is determined by the Contractor, subject to the City's approval. 2) Show, by symbol or note, the vertical location of the Item ("under slab", "in ceiling plenum", "exposed", and the like). 3) Make all identification sufficiently descriptive that it may be related reliably to the Specifications. c. The City may waive the requirements for conversion of schematic layouts where, in the City's judgment, conversion selves 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 o f 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. 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 TIELD loe] SITE QUALITY CONTROL [NOT USED] 3.8 SYSTEM STARTUP INOT 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 USE, 3.14 ATTACHMENTS [NOT USED] END OF SECTION CITY OF FORT WORTH W&SS Rep I. Contract 2019, WSM-A (I -cad Svcs D-1) STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CPN 10216E Revised July 1, 2011 01 78 39 - 5 PROJECT RECORD DOCUMENTS Page 5 of 5 Revision Log DATE NAME SUMMARY OF CHANGE CITY OF FORT WORTH W&SS Rep]. Contract 2019, WSM-A (Lead Svcs D-1) STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CPN 102168 Revised July 1, 2011 0241 14- 1 UTILITY REM OVAL/ABANDONMENT Page l of 17 1 OSECTION 02 41.14 2 UTILITY REMOVAL/ABANDONMENT 3 PARTi- GENERAL 4 1.1 SUMMARY 5 A. Section Includes: 6 1. Direction for the removal, abandonment or salvaging of the following utilities: 7 a. Cathodic Protection Test Stations 8 b. Water Lines 9 c. Gate Valves 10 d. Water Valves i I e. Fire Hydrants 12 f. Water Meters and Meter Box 13 g. Water Sampling Station 14 h. Concrete Water Vaults 15 i. Sanitary Sewer Lines 16 j. Sanitary Sewer Manholes 17 k. Sanitary Sewer Junction Boxes 18 1. Storm Sewer Lines 19 in. Stonn Sewer Manhole Risers 20 n. Storm Sewer Junction Boxes 21 o. Storm Sewer Inlets 22 p. Box Culverts 23 q. Headwalls and Safety End Treatments 24 r. Trench Drains 25 B. Deviations from this City of Fort Worth Standard Specification 26 1. Removal of Existing Lead Services - The work for removal and disposal of the 27 existing lead water services to be replaced shall be considered subsidiary to the 28 bid price for the appropriate water service. The lead services shall be disposed 29 of at a certified metal recycling with receipts of said recycling and submitted 30 for verification to the City of Fort Worth Water Department staff. 31 2. Addition of grout inspection by coupon sampling for utilities abandoned in 32 place (See 1.2Ac.9, 3.4C2e-g; italicized herein) 33 C. Related Specification Sections include, but are not necessarily limited to: 34 1. Division 0 — Bidding Requirements, Contract Forns and Conditions of the Contract 35 2. Division I General Requirements 36 3. Section 03 34 13 — Controlled Low Strength Material (CLSM) 37 4. Section 33 05 10--Utility Trench Excavation, Embed>Inent and Backfill 38 5. Section 33 05 24 — Installation of Carrier Pipe in Casing or Tunnel Liner Plate 39 6. Section 33 11 11 Ductile Iron Fittings 40 7. Section 33 11 13 — Concrete Pressure Pipe, Bar -wrapped, Steel Cylinder Type 41 S. Section 33 11 14 --- Buried Steel Pipe and Fittings 42 9. Section 33 12 25 — Connection to Existing Water Mains CITY OF FORT WORTH W&SS Repl. Contract 2019, WSM-A (head Svcs U-1) STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CPN 102169 Revisal December 20, 2012 2 3 4 5 6 7 8 9 Ia 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 0241 14-2 UTILITY REMOVAL )ABANDONMENT Page 2 of 17 1.2 PRICE AND PAYMENT PROCEDURES A. Utility Lines L Abandonment of Utility Line by Grouting a. Measurement i) Measurement for this Item shall be per cubic yard of existing utility line to be grouted. Measure by tickets showing cubic yards of grout applied. b. Payment 1) The work performed and materials furnished in accordance with this Item and measured as provided under "Measurement" shall be paid for at the unit price per cubic yard of "Line Grouting" for: a) Various types of utility line c. The price bid shall include: 1) Low density cellular grout or CLSM 2) Water 3) Pavement removal 4) Excavation 5) Hauling 6) Disposal of excess materials 7) Furnishing, placement and compaction of backfill 8) Clean-up 9) Couj)on Sample inspection ofrlbandoned lines 2. Utility Line Removal, Separate Trench a. Measurement 1) Measurement for this Item shall be per Iinear foot of existing utility line to be removed. b. Payment 1) The work performed and materials furnished in accordance with this Item and measured as provided under "Measurement" shall be paid for at the unit price bid per linear foot of "Remove Line" for: a) Various types of existing utility line b) Various sizes c. The price bid shall include: 1) Removal and disposal of existing utility pipe 2) Pavement removal 3) Excavation 4) Hauling 5) Disposal of excess materials 6) Furnishing, placement and compaction of backfill 7) Clean-up 3. Utility Line Removal, Same Trench a_ Measurement 1) This Item is considered subsidiary the proposed utility line being installed. b. Payment 1) The work performed and materials furnished in accordance with this Item are subsidiary to the installation of proposed utility pipe and shall be subsidiary to the unit price bid per linear foot of pipe complete in place, and no other compensation will be allowed, 4. Manhole Abandonment CITY OF FORT WORTH W&SS Repl. Conlract 2019, WSM-A (Lead Svcs D-1) STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CPN 102169 Revised December 20, 2012 0241 14-3 UTILITY REMOVAI /ABANDONMENT Page 3 of 17 1 a. Measurement 2 1) Measurement for this Item will be per each manhole to be abandoned. 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 each "Abandon Manhole" for: 7 a) Various diameters 8 b) Various types 9 c. The price bid shall include: 10 1) Removal and disposal of manhole cone 11 2) Removal, salvage and delivery of frame and cover to City, if applicable 12 3) Cutting and plugging of existing sewer lines 13 4) Concrete 14 5) Acceptable material for backfilling manhole void 15 6) Pavement removal 16 7) Excavation 17 8) Hauling 18 9) Disposal of excess materials 19 10) Furnishing, placement and compaction of backfill 20 t l) Surface restoration 21 12) Clean-up 22 5. Cathodic Test Station Abandonment 23 a. Measurement 24 1) Measurement for this Item will be per each cathodic test station to be 25 abandoned. 26 b. Payment 27 1) The work performed and materials furnished in accordance with this Itemm 28 and measured as provided under "Measurement" shall be paid for at the 29 unit price bid per each "Abandon Cathodic Test Station". 30 c. The price bid shall include: 31 1) Abandon cathodic test station 32 2) CLSM 33 3) Pavement removal 34 4) Excavation 35 5) Hauling 36 6) Disposal of excess materials 37 7) Furnishing, placement and compaction of backfill 38 8) Clean-up 39 B. Water Lines and Appurtenances 40 1. Installation of a Water Line Pressure Plug 41 a. Measurement 42 1) Measurement for this Item shall be per each pressure plug to be installed. 43 b. Payment 44 1) The work performed and materials furnished in accordance with this Item 45 and measured as provided under "Measurement" shall be paid for at the 46 unit price bid for each "Pressure Plug" installed for: 47 a) Various sizes 48 c. The price bid shall include: 49 1) Furnishing and installing pressure plug CITY OF FORT WORTH W&SS Repl. Contract 2019, WSM-A (Lead Svcs D-1) STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CPN 102168 Revised December 20, 2012 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 0241 14-4 UTILITY REMOVAL/ABANDONMENT Page 4 of 17 2) Pavement removal 3) Excavation 4) Hauling 5) Disposal of excess material 6) Gaskets 7) Bolts and Nuts 8) Furnishing, placement and compaction of embedment 9) Furnishing, placement and compaction of backfill 10) Disinfection 11) Testing 12) Clean-up 2. Abandonment of Water Line by Cut and installation of Abandonment Plug a. Measurement 1) Measurement for this Itein shall be per each cut and abandonment plug installed. b. Payment 1) The work performed and materials furnished in accordance with this Item and measured as provided under- "Measurement" shall be paid for at the unit price bid for each "Water Abandonment Plug" installed for: a) Various sizes c. The price bid shall include: 1) Furnishing and installing abandonment plug 2) Pavement removal 3) Excavation 4) hauling 5) CLSM 6) Disposal of excess material 7) Furnishing, placement and compaction of backfill 8) Clean-up 3. Water Valve Removal a. Measurement 1) Measurement for this Item will be per each water valve to be removed. b. Payment 1) The work performed and materials furnished in accordance with this Item and pleasured as provided under "Measurement" shall be paid for at the unit price bid per each "Remove Water Valve" for: a) Various sizes e. The price bid shall include: 1) Removal and disposal of valve 2) CLSM 3) Pavement removal 4) Excavation 5) Hauling 6) Disposal of excess materials 7) Furnishing, placement and compaction of backfill 8) Clean-up 4. Water Valve Removal and Salvage a. Measurement CITY OF FORT WORTII W&SS Rep], Contract 2019, WSM-A (Lead Svcs D-1) STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CPN 102168 Revised December 20, 2012 alai i4-5 UTILITY REMOVAIJAaANDONMENT Page 5 o r 17 1 1) Measurement for this Item will be per each water valve to be removed and 2 salvaged. 3 b. Payment 4 1) The work performed and materials fin-nished in accordance with this Item 5 and measured as provided under "Measurement" shall be paid for at the 6 unit price bid per each "Salvage Water Valve" for: 7 a) Various sizes 8 e. The price bid shall include: 9 1) Removal and Salvage of valve 10 2) CLSM 11 3) Delivery to City 12 4) Pavement removal 13 5) Excavation 14 6) Hauling 15 7) Disposal of excess materials 16 8) Furnishing, placement and compaction of backfill 17 9) Clean-up 18 5. Water Valve Abandonment 19 a. Measurement 20 1) Measurement for this Item will be per each water valve to be abandoned. 21 b. Payment 22 1) The work perfonned and materials furnished in accordance with this Item 23 and measured as provided under "Measurement" shall be paid for at the 24 unit price bid per each "Abandon Water Valve" for: 25 a) Various Sizes 26 c. The price bid shall include: 27 1) Abandonment of valve 28 2) CLSM 29 3) Pavement removal 30 4) Excavation 31 5) Hauling 32 6) Disposal of excess materials 33 7) Furnishing, placement and compaction of backfill 34 8) Clean-up 35 6. Fire Hydrant Removal and Salvage 36 a. Measurement 37 1) Measurement for this Item will be per each fire hydrant to be removed. 38 b. Payment 39 1) The work performed and materials furnished in accordance with this Item 40 and measured as provided under "Measurement" shall be paid for at the 41 unit price bid per each "Salvage Fire Hydrant". 42 c. The price bid shall include: 43 1) Removal and salvage of fire hydrant 44 2) Delivery to City 45 3) Pavement removal 46 4) Excavation 47 5) Hauling 48 6) Disposal of excess materials 49 7) Furnishing, placement and compaction of backfill CITY OF FORT WORTH W&SS Repl. Conti -act 2019, WSM-A (Lead Svcs D-1) STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CPN 102168 Revised Dcccanber 20, 20I2 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 1S 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 0241 14-6 UTILITY RFMOVAIJABANDONMENT Page 6 or 17 8) Clean-up 7. Water Meter Removal and Salvage a. Measurement 1) Measurement for this Item will be per each water meter to be removed and salvaged. b. Payment 1) The work performed and materials furnished in accordance with this Item and measured as provided under "Measurement" shall be paid for at the unit price bid per each "Salvage Water Meter" for: a) Various sizes 2) If a "Water Meter Service Relocate" is performed in accordance with Section 33 12 10, removal and salvage or disposal of the existing (2-inch or smaller) water meter shall be subsidiary to the cost of the "Water Meter Service Relocate", no other compensation will be allowed. c. The price bid shall include: 1) Removal and salvage of water meter 2) Delivery to City 3) Pavement removal 4) Excavation 5) Hauling 6) Disposal of excess materials 7) Furnishing, placement and compaction of backfill 8) Clean-up 8. Water Sampling Station Removal and Salvage a. Measurement 1) Measurement for this Item will be per each water sampling station to be removed. b. Payment 1) The work performed and materials furnished in accordance with this Item and measured as provided under "Measurement" shall be paid for at the unit price bid per each "Salvage Water Sampling Station". e. The price bid shall include. l ) Removal and salvage of water sampling station 2) Delivery to City 3) Pavement removal 4) Excavation 5) Hauling 6) Disposal of excess materials 7) Furnishing, placement and compaction of backfill 8) Clean-up 9. Concrete Water Vault Removal a. Measurement 1) Measurement for this Item will be per each concrete water vault to be removed. b. Payment 1) The work performed and materials furnished in accordance with this Item and measured as provided under "Measurement" shall be paid for at the unit price bid per each "Remove Concrete Water Vault". e. The price bid shall include: CITY OF FORT WORTH W&SS Repl. Contract 2019, WSM-A (Lead Svcs D-1) STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CPN 102168 Revised Dcccinbcr 20, 2012 02 41 14 - 7 UTILITY REMOVAI)ABANDONNIFNT Pagc 7 of' t 7 1) Removal and disposal of concrete water vault 2 2) Removal, salvage and delivery of frame and cover to City, if applicable 3 3) Removal, salvage and delivery of any valves to City, if applicable 4 4) Removal, salvage and delivery of any water meters to City, if applicable 5 5) Pavement removal 6 6) Excavation 7 7) Hauling 8 8) Disposal of excess materials 9 9) Furnishing, placement and compaction of backfill 10 10) Clean-up 11 C. Sanitary Sewer Lines and Appurtenances 12 1. Abandonment of Sanitary Sewer Line by Cut and installation of Abandonment Plug 13 a. Measurement 14 1) Measurement for this Item shall be per each cut and abandonment plug 15 installed. 16 b. Payment 17 1) The work performed and materials furnished in accordance with this Item 18 and measured as provided under "Measurement" shall be paid for at the 19 unit price bid for each "Sewer Abandonment Plug" for: 20 a) Various sizes 21 c. The price bid shall include; 22 1) Furnishing and installing abandonment plug 23 2) Pavement removal 24 3) Excavation 25 4) Hauling 26 5) CLSM 27 6) Disposal of excess material 28 7) Furnishing, placement and compaction of backfill 29 8) Clean-up 30 2. Sanitary Sewer Manhole Removal 31 a. Measurement 32 1) Measurement for this Item will be per each sanitary sewer manhole to be 33 removed. 34 b. Payment 35 1) The work performed and materials furnished in accordance with this Item 36 and measured as provided under "Measurement" shall be paid for at the 37 unit price bid per each "Remove Sewer Manhole" for: 38 a) Various diameters 39 c. The price bid shall include: 40 1) Removal and disposal of manhole 41 2) Removal, salvage and delivery of frame and cover to City, if applicable 42 3) Cutting and plugging of existing sewer lines 43 4) Pavement removal 44 5) Excavation 45 6) Hauling 46 7) Disposal of excess materials 47 8) Furnishing, placement and compaction of backfill 48 9) Clean-up 49 3. Sanitary Sewer Junction Structure Removal CITY OF FORT WORTH W&SS RqA Conhacl 2019, WSM-A (Lead Svcs D-1) STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CPN 102168 Rcviscd Dcccinbcr 20, 2012 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 0241 14-9 UTILITY REMOVAL/ABANDONMENT Page 8 of 17 a. Measurement 1) Measurement for this Item will be per each sanitary sewer junction structure being removed. b. Payment 1) The work performed and materials funrished in accordance with this Item and pleasured as provided under "Measurement" shall be paid for at the lump sum bid per each "Remove Sewer .Junction Box" location. c. The price bid shall include: 1) Removal and disposal of junction box 2) Removal, salvage and delivery of frame and cover to City. 3) Pavement removal 4) Excavation 5) Hauling 6) Disposal of excess materials 7) Furnishing, placement and compaction ofbackfill 8) Clean-up D. Storm Sewer Lines and Appurtenances 1. Abandonment of Storm Sewer Line by Cut and installation of Abandonment Plug a. Measurement 1) Measurement for this Item shall be per each cut and abandonment plug to be installed. b. Payment 1) The work performed and materials furnished in accordance with this Item and measured as provided in7der "Measurement" shall be paid for at the unit price bid for each "Storm Abandonment Plug" installed for: a) Various sizes c. The price bid shall include: 1) Furnishing and installing abandonment plug 2) Pavement removal 3) Excavation 4) Hauling 5) CLSM 6) Disposal of excess material 7) Furnishing, placement and compaction of backfill 8) Clean-up 2. Storm Sewer Manhole Removal a. Measurement 1) Measurement for this Item will be per each storm sewer manhole to be removed. b. Payment 1) The work performed and materials furnished in accordance with this Item and measured as provided under "Measurement" shall be paid for at the unit price bid per each "Remove Manhole Riser" for: a) Various sizes c. The price bid shall include: 1) Removal and disposal of manhole 2) Removal, salvage and delivery of frame and cover to City, if applicable 3) Pavement removal 4) Excavation CnfY OF FORT WORT]I W&SS Repl. Contract 2019, WSM-A (Lead Svcs D-1) STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CPN 102169 Revised December 20, 2012 0241 14-9 UTILITY RL-MOVAL/A13ANDONMENT Page 9 of 17 1 5) Hauling 2 6) Disposal of excess materials 3 7) Furnishing, placement and compaction of backfill 4 8) Clean-up 5 3. Stonn Sewer Junction Box Removal 6 a. Measurement 7 1) Measurement for this Item will be per each stone sewer junction structure 8 to be removed. 9 b. Payment 10 1) The work performed and materials furnished in accordance with this Item 11 and measured as provided under "Measurement" shall be paid for at the 12 unit price bid per each "Remove Storm Junction Box" for: 13 a) Various sizes 14 c. The price bid shall include: 15 1) Removal and disposal of junction box 16 2) Removal, salvage and delivery of frame and cover to City, if applicable 17 3) Pavement removal 18 4) Excavation 19 5) Hauling 20 6) Disposal of excess materials 21 7) Furnishing, placement and compaction of backfill 22 8) Clcan-up 23 4. Storm Sewer Junction Structure Removal 24 a. Measurement 25 1) Measurement for this Item will be per each stone sewer junction structure 26 being removed. 27 b. Payment 28 1) The work performed and materials furnished in accordance with this Item 29 and measured as provided under "Measurement" shall be paid for at the 30 lump sum bid per each "Remove Storm Junction Structure" location. 31 e. The price bid shall include: 32 1) Removal and disposal of junction structure 33 2) Removal, salvage and delivery of frame and cover to City, if applicable 34 3) Pavement removal 35 4) Excavation 36 5) Hauling 37 6) Disposal of excess materials 38 7) Furnishing, placement and compaction of backfill 39 8) Clean-up 40 5. Storm Sewer Inlet Removal 41 a. Measurement 42 1) Measurement for this Item will be per each storm sewer inlet to be 43 removed. 44 b. Payment 45 1) The work performed and materials furnished in accordance with this Ite><m 46 and measured as provided under "Measurement" shall be paid for at the 47 unit price bid per each "Remove Storm Inlet" for: 48 a) Various types 49 b) Various sizes CITY OF FORT WORTII W&SS Repl. Contract 2019, WSM-A (bead Svcs D-1) STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CPN 102168 Revised December 20, 2012 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 1s 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 0241 14 - 10 UTILITY REM OVAI /ABANDONMENT Page 10 of 17 c. The price bid shall include: 1) Removal and disposal of inlet 2) Pavement removal 3) Excavation 4) Hauling 5) Disposal of excess materials 6) Furnishing, placement and compaction of backfill 7) Clean-up 6. Storm Sewer Junction Box Removal a. Measurement 1) Measurement for this Item shall be per linear foot of existing stone sewer box to be removed. b. Payment 1) The work performed and materials furnished in accordance with this Iteln and measured as provided under `Measurement" shall be paid for at the unit price bid per linear foot of "Remove Stone Junction Box" for all sizes. c. The price bid shall include: 1) Removal and disposal of Stonn Sewer Box 2) Pavement removal 3) Excavation 4) Hauling 5) Disposal of excess materials 6) Furnishing, placement and compaction of backfill 7) Clean-up 7. Headwall/SET Removal a. Measurement 1) Measurement for this Item will be per each headwall or safety end treatment (SET) to be removed. b. Payment 1) The work perfonmed and materials furnished in accordance with this Item and measured as provided under "Measurement" shall be paid for at the unit price bid per each "Remove Ieadwall/SET". c. The price bid shall include: 1) Removal and disposal of Headwall/SET 2) Pavement removal 3) Excavation 4) Hauling 5) Disposal of excess materials 6) Furnishing, placement and compaction of backfill 7) Clean-up 8. Trench Drain Removal a. Measurement 1) Measurement for this Item shall be per linear foot of storm sewer trench drain to be removed. b. Payment 1) The work performed and materials furnished in accordance with this Item and measured as provided under "Measurement" shall be paid for at the unit price bid per linear foot of "Remove Trench Drain" for: a) Various sizes CITY OF FORTWORTH W&SS RePI. ContracL 2019, WSM-A (Lead Svcs D-1) STANDARD CONSTRUCTION SPP.CMICATION DOCUM) NTS CPN 102169 Revised December 20, 2012 024114-11 UTILITY REMOVAL/ABANDONMENT Page I I of 17 1 c. The price bid shall Include: 2 1) Removal and disposal of storm sewer line 3 2) Pavement removal 4 3) Excavation 5 4) Hauling 6 5) Disposal of excess materials 7 6) Furnishing, placement and compaction of backfill 8 7) Clean-up 9 1.3 REFERENCES [NOT USED] 10 1.4 ADMINISTRATIVE REQUIREMENTS 11 A. Coordination 12 1. Contact Inspector and the Water Department Field Operation Storage Yard for 13 coordination of salvage material return. 14 1.5 SUBMITTALS [NOT USED] 15 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED] 16 1.7 CLOSEOUT SUBMITTALS [NOT USE, 17 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 18 1.9 QUALITY ASSURANCE [NOT USED] 19 1.10 DELIVERY, STORAGE, AND HANDLING 20 A. Storage and Handling Requirements 21 1. Protect and salvage all materials such that no damage occurs during delivery to the 22 City. CITY OF FORT WORTH W&SS Repl. Contract 2019, WSM-A (Lead Svcs D 1) STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CPN 102168 Revised December 20, 2012 02 41 14 - 12 UTILITY REMOVAL/ABANDONMENT Page 12 of' 17 1 1.11 FIELD [SITE] CONDITIONS [NOT USED] 2 1.12 WARRANTY [NOT USED] 3 PART 2 - PRODUCTS 4 2.1 OWNER -FURNISHED [oR] OWNER -SUPPLIED PRODUCTS [NOT USED] 5 2.2 MATERIALS 6 2.3 ACCESSORIES [NOT USED] 7 2.4 SOURCE QUALITY CONTROL [NOT USED] 8 PART 3 - EXECUTION 9 3.1 INSTALLERS [NOT USED] 10 3.2 EXAMINATION [NOT USED] 11 3.3 PREPARATION [NOT USED] 12 3.4 REMOVAL, SALVAGE, AND ABANDONMENT 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 A. General 1. Manhole Abandonment a. All manholes that are to be taken out of service are to be removed unless specifically requested and/or approved by City. b. Excavate and backfill in accordance with Section 33 05 10. c. Remove and salvage manhole frame and cover as coordinated with City. d. Deliver salvaged material to the City. e. Cut and plug sewer lines to be abandoned. f. Backlill manhole void in accordance with City Standard Details. B. Water Lines and Appurtenances 1. Water Line Pressure Plugs a. Ductile iron Water Lines 1) Excavate, embed, and backfill in accordance with Section 33 05 10. 2) Plug with an MJ Plug with mechanical restraint and blocking in accordance with Section 33 11 11. 3) Perform Cut and Plug in accordance with Section 33 12 25. b. PVC C900 and C905 Water Lines 1) Excavate, embed, and backfill in accordance with Section 33 05 10. 2) Plug with an MJ Plug with mechanical restraint and blocking in accordance with Section 33 11 11. 3) Perform Cut and Plug in accordance with Section 33 12 25. c. Concrete Pressure Pipe, Bar Wrapped, Steel Cylinder Type Water Lines 1) Excavate, embed, and backfill in accordance with Section 33 05 10 2) Plug using: a) A fabricated plug restrained by welding or by a Snap Ring in accordance with Section 33 11 13; or CITY OF FORT WORTH W&SS Repi, Contract 2019, WSM-A (Lead Svcs D-1 ) STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CPN 102169 Revised Dercmber 20, 2012 0241 14- 13 UTILITY REMOVAUABANDONMT NT Page 13 of'] 7 1 b) A blind flange in accordance with Section 33 11 13 2 3) Perform Cut and Plug in accordance with Section 33 12 25. 3 d. Buried Steel Water Lines 4 1) Excavate, embed, and backfill in accordance with Section 33 05 10. 5 2) Plug using: 6 a) A fabricated plug restrained by welding in accordance with Section 33 7 11 14; or 8 b) A blind Mange in accordance with Section 33 11 14 9 3) Perform Cut and Plug in accordance with Section 33 12 25. 10 2. Water Line Abandonment Plug 11 a. Excavate and backfill in accordance with Section 33 05 10. 12 b. Plug with CLSM in accordance with Section 03 34 13. 13 3. Water Line Abandonment by Grouting 14 a. Excavate and backfill in accordance with Section 33 05 10. 15 b. Dewater from existing line to be grouted. 16 c. Fill line with Low Density Cellular Grout in accordance with Section 33 05 24 17 or CLSM in accordance with 03 34 13. 18 d. Dispose of any excess material. 19 4. Water Line Removal 20 a. Excavate and backfill in accordance with Section 33 05 10. 21 b. Cut existing line from the utility system prior to removal. 22 c. Cut any services prior to removal. 23 d. Remove existing pipe line and properly dispose as approved by City. 24 5. Water Valve Removal 25 a. Excavate and backfill in accordance with Section 33 05 10. 26 b. Remove and dispose of valve bonnet, wedge and stem. 27 c. Fill valve body with CLSM in accordance with Section 03 34 13, 28 6. Water Valve Removal and Salvage 29 a. Excavate and backfill in accordance with Section 33 05 10. 30 b. Remove valve bonnet, wedge and stem. 31 c. Deliver salvaged material to the Water Department Field Operation Storage 32 Yard. 33 d. Protect salvaged materials from damage. 34 e. Fill valve body with CLSM in accordance with Section 03 34 13. 35 7. Water Valve Abandonment 36 a. Excavate and backfill in accordance with Section 33 05 10. 37 b. Remove the top 2 feet of the valve stack and any valve extensions. 38 c. Fill the remaining valve stack with CLSM in accordance with Section 03 34 13, 39 8. Fire Hydrant Removal and Salvage 40 a. Excavate and backfill in accordance with Section 33 05 10. 41 b. Remove Fire Hydrant. 42 c. Place abandonment plug on fire hydrant lead line. 43 d. Deliver salvaged fire hydrant to the Water Department Field Operation Storage 44 Yard. 45 e. Protect salvaged materials from damage. 46 9. Water Meter Removal and Salvage 47 a. Remove and salvage water meter. 48 b. Return salvaged meter to Project Representative. CITY OF FORT WORTH W&SS Repl. Contrael 2019, WSM-A (Lead Svcs D-1) STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CPN 102169 Revised December 20, 2012 1 2 3 4 5 6 7 8 9 10 ]1 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 0241 14- 14 UT)TJTY REMOVALIABANDONMENT Page 14 of 17 c. City will provide replacement meter for installation. d. Meter Box and Lid 1) Remove and salvage cast iron meter box lid. 2) Remove and dispose of any non -cast iron meter box lid. 3) Return salvaged material to the Water Department Field Operation Storage Yard. 4) Remove and dispose of meter box. 10. Water Sample Station Removal and Salvage a. Remove and salvage existing water sample station. b. Deliver salvaged material to the Water Department Field Operation Storage Yard. 11. Concrete Water Vault Removal a. Excavate and backfill in accordance with Section 33 05 10. b. Remove and salvage vault lid. c. Remove and salvage valves. d. Remove and salvage meters. e. Deliver salvaged material to the Water Department Field Operation Storage Yard. f. Remove and dispose of any piping or other appurtenances. g. Demolish and remove entire concrete vault. h. Dispose of all excess materials. 12. Cathodic Test Station Abandonment a. Excavate and backfill in accordance with Section 33 05 10 b. Remove the top 2 feet of the cathodic test station stack and contents. c. Fill any remaining voids with CLSM in accordance with Section 03 34 13. C. Sanitary Sewer Lines and Appurtenances 1. Sanitary Sewer Line Abandonment Plug a. Excavate and backfill in accordance with Section 33 05 10. b. Remove and dispose of any sewage. c. Plug with CLSM in accordance with Section 03 34 13. 2. Sanitary Sewer Line Abandonment by Grouting a. Excavate and backfill in accordance with Section 33 05 10, b. Dewater and dispose of any sewage from the existing line to be grouted. c. Fill line with Low Density Cellular Grout in accordance with Section 33 05 24 or CLSM in accordance with 03 34 13. d. Dispose of any excess material. e. Perform Coupon Inspections of'grouted pipe to enstere entire line is filled with grout. f. Coupon samples shall be taken at the center of the abandoned .section and at. 50 ,foot increments both upstream and downstream from center until approved by the Inspector and the Project Manager. g. During the Final Inspection, all coupons will he provided to Field Operations representatives.for a visual inspection approval. 3. Sanitary Sewer Line Removal a_ Excavate and backfill in accordance with Section 33 05 10. b. Cut existing line from the utility system prior to removal. c. Cut any services prior to removal. d. Remove existing pipeline and properly dispose as approved by City. CITY OF FORT WORTH W&SS Reel. Contract 2019, WSM-A (Lead Svcs D-1) STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CPN 102168 Revised December 20, 2012 0241 14-15 UTILITY RFMOVAL.IABANDONMP.NT Page 15 of 17 1 4. Sanitary Sewer Manholes Removal 2 a. All sanitary sewer manholes that are to be taken out of service are to be 3 removed unless specifically requested and/or approved by City. 4 b. Excavate and backfill in accordance with Section 33 05 10. 5 c. Remove and salvage manhole frame and cover. 6 d. Deliver salvaged material to the Water Department Field Operation Storage. 7 e. Demolish and remove entire concrete manhole. 8 f. Cut and plug sewer lines to be abandoned, 9 5. Sanitary Sewer Junction Structure Removal 10 a. Excavate and backfill in accordance with Section 33 05 10. 11 b. Remove and salvage manhole frame and cover. 12 c. Deliver salvaged material to the Water Department Field Operation Storage. 13 d. Demolish and remove entire concrete manhole. 14 e. Cut and plug sewer lines to be abandoned. 15 D, Storm Sewer Lines and Appurtenances 16 1. Storm Sewer Abandonment Plug 17 a. Excavate and backfill in accordance with Section 33 05 10. is b. Dewater line. 19 c. Plug with CLSM in accordance with Section 03 34 13. 20 2. Storm Sewer Line Abandonment by Grouting 21 a. Excavate and backfill in accordance with Section 33 05 10. 22 b. Dewater the existing line to be grouted. 23 c. Pill line with Low Density Cellular Grout in accordance with Section 33 05 24 24 or CLSM in accordance with 03 34 13. 25 d. Dispose of any excess material. 26 3. Storm Sewer Line Removal 27 a. Excavate and backfill in accordance with Section 33 05 10. 28 b. Remove existing pipe line and properly dispose as approved by City. 29 4. Storm Sewer Manhole Removal 30 a. All storm sewer manholes that are to be taken out of service are to be removed 31 unless specifically requested and/or approved by City. 32 b. Excavate and backfill in accordance with Section 33 05 10. 33 c. Demolish and remove entire concrete manhole. 34 d. Cut and plug storm sewer lines to be abandoned. 35 5. Storm Sewer Junction Box and/or Junction Structure Removal 36 a. Excavate and backfill in accordance with Section 33 05 10. 37 b. Demolish and remove entire concrete structure. 38 c. Cut and plug storm sewer lines to be abandoned, 39 6. Stone Sewer Inlet Removal 40 a. Excavate and backfill in accordance with Section 33 05 10. 41 b. Demolish and remove entire concrete inlet. 42 c. Cut and plug storm sewer lines to be abandoned. 43 7. Storm Sewer Box Removal 44 a. Excavate and backfill in accordance with Section 33 05 10. 45 b. Cut existing line from the utility system prior to removal. 46 c. Cut any services prior to removal. 47 d. Remove existing pipe line and properly dispose as approved by City. CITY OF FORT WORTH W&SS Repl. Contmel 2019, WSM-A (Lead Svcs D-I ) STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CPN 102168 Revised December 20, 2012 1 2 3 4 5 6 7 z 9 10 11 12 13 14 15 16 17 18 0241 14 - 16 UTILITY REMOVAL/ABANDONMENT Page 16 ol' 17 8. Headwall/SET Removal a. Excavate and backfill in accordance with Section 33 05 10. b. Demolish and remove entire concrete inlet. c. Cut and plug storm sewer lines to be abandoned. 9. Storm Sewer Trench Drain Removal a. Excavate and backfill in accordance With Section 33 05 10. b. Remove existing pipe line and dispose as approved by City. 3.5 REPAIR I RESTORATION [NOT USED] 3.6 RE -INSTALLATION [NOT USED] 3.7 FIELD joiz] SITE QUALITY CONTROL 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 USE, 3.14 ATTACHMENTS [NOT USED] CITY OF TORT WORTH W&SS Repl. ConLracl 2019, WSM-A (Lead Svcs D-1) STANDARD CONSTRUCTION SPECiTICATTON DOCUMENTS CPN 102168 Rcvi sod December 20, 2012 0241 14 - 17 UTILITY REMOVAL/ABANDONMENT Page 17 of l7 END Or SECTION Revision Log DATE NAME SUMMARY OF CHANGE 12/20/f 2 D. Johnson 1.2.C.3.c. — Include Frame and Cover in Payment description Throughout — added abandonment of storm and sewer manholes when requested and/or approved by City 08/15/19 11, L.undville Utility Grouting Changes CITY OF FORT WORTH W&SS Repl. Contract 2019, WSM-A (Lead Svcs D-1) STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CPN 102168 Revised December 20, 2012 City of Fort Worth UtilitV Construction Polio - 2019 The following policy shall govern all pavement cuts or excavations within the City of Fort Worth rights of way (ROW) and easements. Purpose The purpose of this policy is to effectively manage street closures, minimize disruptions to traffic flow, minimize damage, and ensure the proper repair to the street pavement while allowing for utility construction and maintenance. A. General The Director of the Transportation and Public Works Department or his/her designated representative ("Director") shall specify methods and materials that are acceptable for utility construction within public rights of ways, and all plans and specifications shall be reviewed and approved by the Director. Any variance to this policy must be approved by the Director. 1. Variance Procedure: The request must include the following: 1) Project/permit number with a description of the work being done. 2) Provide supporting information that justifies the need for the variance. 3) Provide an exhibit depicting the proposed limits of work. Right -of -Way Management staff will review the variance request and forward the initial determination to the Transportation & Public Works Director's office for processing and final review. Once a final determination is made, the ROW user will be notified. The ROW user must not start construction without an approved permit. Reduced restoration limits are not allowed within a driveway approach and restoration should conform to the expansion joint in the curb if one exists. B. Planning and coordination 1. Advanced Planning: Maps and projected schedules for the current city fiscal year for all construction planned or anticipated by each utility including water, sanitary sewer, electric, gas, telecommunications, cable, etc., are to be submitted to the Director each October 1. The City will review and distribute this information, which can be conceptual and tentative, through a monthly coordination meeting with other utilities for purpose of project planning, coordination and/or consolidation of projects. 11Pagc 2. Permit Requirement: All pre -planned utility construction within public right-of-way, including drainage or other applicable easements, must have a Street Use Permit for Utility Construction ("Permit") prior to construction. A permit may also be required for any work on Texas Department of Transportation ("TxDOT") right-of-way that is located within the Port Worth city limits. One (1) electronic copy of engineering plans must be received by the Director a minimum of ten (10) working days prior to anticipated construction (excludes emergency work). All plans for service connections must be received by the Director a minimum of five (5) working days prior to anticipated construction. An approved Permit will become void if construction has not begun within 30 calendar days after approval of the permit. If the work cannot begin within the specified time period, the permit holder must request an extension at least three (3) working days prior to expiration. All construction work authorized by the Permit must be completed by the time specified therein. If the work cannot be completed within the specified time period, the permit holder must request an extension at least three (3) working days prior to expiration. A copy of the Permit, including an approved Traffic Control Plan, and approved engineering plans (if applicable) shall be maintained at the construction site at all times. If any provisions of this policy are not followed, the Permit may be revoked. If a permit holder has not complied with the terms and conditions of this utility policy under a prior permit, new permits may be denied. Permit approval will specify the type of surface restoration required. A responsible representative with decision -making authority for the permit holder shall be on site at all times during active construction. 3. Emergency Repairs: Emergency repairs may be undertaken without first obtaining a permit, however, the utility company or contractor must inform the Director and shall apply for a Permit within 24 hours of the onset of the emergency and provide the City with a written detailed description of the emergency and the work performed, whether completed or ongoing, to remedy the situation. An emergency is defined as a situation presenting an imminent or actual hazard to personal or public health, safety or property. 4. Plans: Plans shall provide a cover sheet outlining the full limits and type of proposed work; requested number of working days; project point of contact name, 24-hour phone number, address; table of contents, complete legend; location of all trenches, directional bores, street right-of-way, curbs, driveway approaches, sidewalks, and landscaping. Information regarding irrigation systems, existing utilities, pull boxes, manholes, street light, traffic signal or other poles; and loop detectors including horizontal and vertical alignment of pipe sizes shall be provided to the extent necessary if it is determined that they may conflict with construction operations. Plans should clearly indicate if the utility is overhead or underground. Detailed drawings of the proposed utility installation should be provided, such as pipe size, number of inner -ducts, profile and other utility structures such as switch gear and transformers. The length and depth of all bores and trenches must be clearly indicated. The engineer's or plan preparer's name, license number (if applicable), and date the plans were finalized shall be on all plan sheets. Review copies shall be distributed to the Director of the Transportation and Public Works Department, Water 2 P Department, Environmental Quality Division of the Code Compliance Department, and the Park and Recreation Department. Engineering plans shall also show the following: Transportation & Public Works Department 817-392-1234 Water Department 817-392-4477 Contact numbers should also be shown for the other agencies such as Texas Department of Transportation (TxDOT), railroads and gas pipeline companies, as appropriate. 5. Traffic Plan: One (1) electronic copy of the proposed Traffic Control Plan is required. This should be submitted by the permit requestor to the Director with and follow the same general format of the engineering plans in accordance with the latest edition of the Texas Manual of Uniform Traffic Control Devices (MUTCD). 6. Storm Water Pollution Prevention Plans and Grading Permits: Utility construction, including linear projects with a total land disturbance of 1.0 acre or greater or that are park of a common plan of development, must prepare a Storm Water Pollution Prevention Plan (SWPPP), obtain permit authorization under the Texas Commission on Environmental Quality (TCEQ) Construction General Permit, implement appropriate Best Management Practices (BMP) to minimize the discharge of pollutants into the Municipal Separate Storm Sewer System (MS4), and submit copies of the SWPPP & state storm water permit(s) to the Environmental Quality Division of the Code Compliance Department. See Chapter 12.5, Article X of the Fort Worth Code of Ordinances. Any project that disturbs 1.0 acre or greater or that is part of a common plan of development must obtain an approved City of Fort Worth grading permit prior to the disturbance of land. All disturbed areas of the project including construction zone, laydown or staging areas, spoils and stock piles, and parking areas must be considered in the determination of the total land disturbance. Projects that will disturb less than 1.0 acre do not require a SWPPP or grading permit, but are regulated by City Ordinance to minimize the discharge of pollutants into the MS4. See Chapter 12.5, Article IV, Division 1 of the Fort Worth Code of Ordinances. Trash, concrete cut slurry, boring mud and water must be captured and not allowed to enter the MS4. All disturbed areas must obtain final stabilization throughout the project. All temporary sediment and erosion controls shall be removed and the area cleaned after final stabilization has been achieved. 7. Deep Trenches: Any trenches must meet OSHA requirements including OSHA minimum safety systems and programs. 3 1 P a g e 8. Utility Locates: The contractor is responsible for obtaining utility locates under the Texas One -Call or DigTest (or equivalent) programs prior to construction, and for diligently utilizing the locate information during construction. Utility locates for City of Fort Worth owned utilities may be obtained from the following list: Transportation & Public Works Department 817-392-1234 Water Department 811 For City water and/or sewer pipes sixteen (16) inches in diameter or greater, field verification (hydro excavation) of the alignment and elevation must be performed prior to digging. Any exceptions to this requirement will require the approval of the Fort Worth Water Department Director or his/her designated representative_ 9. Notification: 1. Prior to beginning construction on any block in the project, on a black -by -block basis, prepare and deliver a doorhanger or flier 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 doorhanger or flier 7 days and 1 day prior to beginning any construction activity on each block in the project area. b. Prepare doorhanger or flier with the template. Electronic versions of the sample doorhangers can be obtained from the City of Fort Worth Accela Citizens Access website. c. No construction will be allowed to begin on any block until the doorhanger or flier is delivered to all residents of the block. 2. In the event it becomes necessary to temporarily shut down water or wastewater service to residents or businesses during construction, prepare and deliver a doorhanger or flier of the pending interruption to the front door of each affected resident. a. Post doorhanger or flier 24 hours prior to the temporary interruption on each block in the affected area. b. Prepare doorhanger or flier with the template. Electronic versions of the sample doorhangers can be obtained from the City of Fort Worth Accela Citizens Access website. c. No interruption of water or wastewater service can occur until the doorhanger has been delivered to all affected residents and businesses. In addition, the contractor shall install a project identification sign on each end of the work site 48 hours in advance of the start of construction. The sign shall state the name and phone numbers as shown in FIGURE D019 UTILITY REPAIR DESIGNATION SIGN. ................ . _ _ 41 Page 10. Coordination: The City reserves the right to coordinate and manage multiple traffic disruptions, including street and lane closures, and to delay or deny issuance of permits which unduly restrict traffic movement or for other public or private events near which the closure of streets for planned (not emergency) work would disrupt the event or the traffic associated therewith. C. Traffic Management The contractor must plan and execute the utility construction in a manner that minimizes the disruption of traffic and in accordance with the City of Fort Worth Traffic Engineering Manual. A maximum of one (1) lane ONLY may be closed for construction work in the downtown area and along arterials unless otherwise authorized by the Director. Work must be scheduled between the hours of 9:00 AM and 4:00 PM in the downtown and along arterials unless extended hours are authorized by the Director. Normal traffic flow will be maintained at all major intersections during peak hours without restriction. Work must be scheduled on all other streets between 7,00 AM and &00 PM unless extended hours are authorized by the Director. Adequate traffic control devices are to be installed and maintained in accordance with the approved Traffic Control Plan. The Director and/or his/her designee may require additional traffic control devices. D. Construction Requirement 1. Horizontal & Vertical Clearances: Where buried under roadway pavement, the facility being constructed must be at least 42 inches below top of pavement and should normally be placed under water, sanitary sewer and stormwater pipes; Within the parkway, a minimum depth of 24 inches from street grade shall be required. a. Stormwater Clearances: A minimum clearance of three (3) feet shall be maintained both horizontally and vertically for pipes and associated manholes and inlets. Where the utility crosses under a stream or other open channel, it shall be constructed a minimum of four (4) feet below the bottom of the streambed or channel, or more if improvements are planned by the City. If the utility passes over a stream or other open channel, it must be at least two (2) feet above the 100-year storm elevation and provide sufficient clearance for the passage of maintenance equipment underneath. The contractor must restore the right-of-way, including all public infrastructure, to equal or better condition than before the disturbance upon completion of the project. The utility shall coordinate with Stormwater Management - Planning to verify whether improvements are planned which might conflict with the utility's plans. Where the minimum clearances cannot be accommodated, less than the minimum clearance may be allowed at the discretion of the Stormwater Staff. b. Water, Wastewater, and Reclaimed Water Infrastructure: Horizontal and vertical clearances shall be in compliance with the City of Fort Worth Installation Policy and 51P g Design Criteria for Water (Section 5.6), Wastewater (Section 6.5), and Reclaimed Water Infrastructure (Section 7.4). 2. Boring: Utilities installed longitudinally along the street may be bored or open cut. Utilities installed across the street shall be bored unless otherwise authorized by the Director. 3. Trench Design Standard: Dimensions and materials for open trenches shall conform to the City of Fort Worth Standard Specification Document. Steel plates must be used to cover a trench temporarily. See FIGURE D018 STEEL PLATE PLACEMENT FOR TRENCH REPAIRS. 4. Driveways: It is preferred to bore under all driveways. If open trench methods are used, all areas disturbed must be restored to equal or better condition prior to demobilizing from the site. 5. Trees and Landscaping: All work performed under this policy shall be in accordance with the City of Fort Worth's Code of Ordinances, Chapter 33, Trees, Shrubs, etc. The contractor must restore any damage to trees, shrubs and other landscaping in the right of way or easement. For new construction or total reconstruction of the roadway, manholes must be placed outside of the drip line of a tree or 15 feet from the tree trunk, whichever is greater. Trees that are adjacent to the workspace and within the right of way and parkway will require tree protection fencing at the dripline and all the way around to restrict activity inside, keeping the root zone from being compacted by equipment and reducing the potential for damage to the trunk. Boring, rather than an open trench, must be used within the drip line of a tree. Variations to the tree and landscaping requirements shall be approved by the City Forester. 6. Pavement Surface Restoration. In order to maintain an acceptable riding surface on the street, the utility company, developer, or contractor shall replace the pavement surface according to the age, Pavement Condition Index (PC]) and type of the pavement. Backfill and compaction testing in accordance with the City of Fort Worth Standard Specification 33 05 10 may be followed in lieu of flowable fill. However, flowable fill is required to backfill all trenches in downtown streets. Any damage to the street surface caused by the utility construction project, including damage related to staging operations and material storage, must be properly repaired at the contractor's expense. Replacement of pavement shall adhere to the following guidelines: New Pavement If a utility company, developer, or contractor desires or is required to cut the street within the first two (2) years of construction or reconstruction, the entity must receive approval from the Director. For concrete streets less than two (2) years old, effective June 1, 2019, the entity must replace each whole slab with flowable fill, High Early Strength (HES) concrete according to City Specification 31 13 13 or better, and meet a 12-foot 6P� straightedge requirement with a maximum allowable deviation of 1/4 inch. For asphalt streets less than two (2) years old, effective October 1, 2019, the entity must mill and overlay the existing asphalt a minimum of two (2) inches using a paving machine from curb to curb and block to block. Concrete Pavement: Effective June 1, 2019 2 years to 10 years or greater than 85 PCI Entire Panel More than 10 years and less than 85 PCI Entire Panel with some exceptions Partial panel replacement of concrete pavement more than ten (10) years old and less than 85 PCI, may be allowed, if the panel is larger than 20 feet. The partial panel replaced shall be equal to a half panel and the remaining half panel must be intact without any identifiable damage as shown in FIGURE 320129-DO20 PARTIAL PANEL CONCRETE REPLACEMENT. Asphalt Pavement: Effective October 1, 2019 2 to 10 years or greater than 85 PCI More than 10 years and less than 85 PCI Overlay half of pavement, curb to centerline, for 50 feet in length Overlay 1 lane width (approximately 12') for 30 feet in length If a street is scheduled for construction start within 6 months and programmed for total reconstruction under a Capital Improvement Program or resurfacing under a Street Maintenance Program, permanent trench repair is acceptable. !. Other City Property: The permit holder is responsible for reimbursing the City for the cost of replacing any signal cabinet controllers, light and/or traffic signal poles, wiring or conduit, pavement markings, sprinkler systems, landscaping or any other City property, damaged during construction. 8, Emergency Utility Breaks and New Utility Service (Spot Repairs): Pavement surface restoration for concrete streets must follow guidelines in Item D6 above and applicable city standard specifications. All such repair of asphalt streets shall use the T- cut method to cut back and have a minimum rectangular size of 10 by 10 feet. Irregular shapes shall not be permitted. The four sides of the cut shall be neatly sawed without rough edges. The rectangular area will be extended to the edge of the gutter as needed to avoid a cut surface within five (5) feet of edge of the gutter. Any remaining asphalt pavement between spot repairs must be a minimum of ten (10) feet in all directions, see FIGURE 320117-DO21 PARTIAL ASPHALT REPLACEMENT. All emergency temporary repairs will be constructed to permanent base and pavement repair within 14 calendar 7 1 Page days and mill and overlay within 60 calendar days of permit issuance unless otherwise authorized by the Director. 9. Manholes, Vaults, and Valve Boxes: For new construction or total reconstruction of the roadway, manholes and vaults in the street pavement must be located mid -lane between the tire path and be flush with the pavement. Valve boxes must be flush with the pavement. 10. Splice Pits: Construction shall be scheduled in such a manner that all splice pits shall be backfilled within ten (10) working days unless otherwise authorized by the Director. 11. Inspection: All trench repair and pavement restoration must be in accordance with the City of Fort Worth Standard Specification. All work shall be subject to inspection by Transportation and Public Works personnel. E. Project Completion Red -line drawings/field notes must be furnished 30 calendar days after completion of each construction segment. Record ("as -built") Drawings must be provided within 30 calendar days after time of final completion of the project. Submissions shall be provided in portable document format (PDF). F. Drawings FIGURE 320117-D520 TRENCH REPAIR HMAC PAVEMENT FIGURE 320129-D521 TRENCH REPAIR REINFORCED CONCRETE PAVEMENT FIGURE 321416-D522 TYPICAL BRICK SURFACE & REINFORCED CONCRETE BASE FIGURE D018 STEEL PLATE PLACEMENT FOR TRENCH REPAIRS FIGURE D019 UTILITY REPAIR DESIGNATION SIGN FIGURE 320129-DO20 PARTIAL PANEL CONCRETE REPLACEMENT FIGURE 320117-DO21 PARTIAL ASPHALT REPLACEMENT 8 1 P a g e m U uFt C7 F- Z rn J yLOx Q J NLO (lL C) a J on H U E" Y �,.� J O llf r LLJ ILI to ¢ (rj W W o 3n' Z ¢� U c w U _ Ci 3: ti O L<Lv F Q w CL F- uJ < +- 0 U � O Q W Q= a 4 a O ULL, w Z V) z ui L U o z o r r [4 Z Q W a w a U n- o 4 o U W v w U r Q ,•• W +•i N —I I C-� I I I LU V _�• = a = zz z of LL :o � 2 h w �-u1 -j z ao' _ � U cri L z U _ r w pLd � Ill w U a k a o w rL ILL z a� n [� :.: a m w ar LU Z ., - Lu w { F _1 w w o, Q O iV F� O W Z LZ� n U I— LLI w (0z 0 � Q oF- ILL w Z i F (V LL z FIn 0 rD IM N Le)p m� o-° D a Q � a Z 2 w LL zo w O z LLI cl r C7 rq W U V 0 a D w Z U Z N 6 F 7 'V' U O W CK IN v H O a 2 z° Ul F- '' inciJ w¢oa ¢`' .. wT�Lu ww Uwa I..^ woa woQP ��wa ¢� z O W a w F`d ¢ C] USwU J n�rhnZ N6, E`LL3-sw- wp w�Zr-� war �¢� PZ p aa"wYjj K W z@J¢�Q 0(n4w LLJ 0 W � mP OmXwd •• LLaff� �Q mw ¢OF =rrwr- LL07-r x¢(v � LLXCJjw LL¢O Y• LT s11 ai (0 0 (1) N ui w LL LL o wn �ooiim F ?w 0 m:ZJF � .A•_� Z � [pU�TU F C7 J�PJO J LLyou-.a CXJ U co W QJ LLrW Ul M .. i O Q F LL zcn¢0 I Lai w= � F r ail 00 5 Z F Oz� O M p .'?� F IS ' CV w v r O:� O0 LL co z w z W • S 7o O ' YT• r +` fV � W =LL .� J �zT J z_¢¢T UZG 0 D w U z0 a U [fJ (!� •• r W co z < LL x� W .... a LL w m 0 W ar w - ZfyHE C¢z� owLL, o� W W n¢z�¢ LUw a LLLL 0 �~ Welf uj a: C a w Q 0 U Q fn 0 w 0 Z LU 2E O U W F- U) LLI O Q N< W O U Q z � LLl Q CEI Q Z D U) Z O W O U a0 LL Z LL O O U Q U as U W Or- Z� izel LO.6 � � J O U <Oz lL cl d U J z O d W ry uo� ¢°'a ne Yoa UO� F dnlptlQa ¢¢w O U z X¢w o [q w 7 YY O W 7w� mww Rio wo¢F W LL J¢¢ W W 7 7 W OY 2 QQ �(v w� W Q fn ¢o ap Z UZ J U W z W h QZ ¢¢yam oo z�a¢ Owmamp�xWz-V .z mm2 9 7ro �wow LL w m F¢ u wOw W¢a� z[e eUidOa v r?w uiQa¢ 'da rfr C]' a w w 06 U) ul m a z LL LL, LLI x lc� U F-- z YO a zU0 Om IL1Q311 y Q .� Wv0 J 0 LL �. 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Furnishing and installing grass sod and permanent seeding as shown on Drawings, 7 or as directed. 8 B. Deviations from this City of Fort Worth Standard Specification 9 1. None. 10 C. Related Specification Sections include, but are not necessarily limited to -- I 1 1, Division 0 - Bidding Requirements, Contract Forms, and Conditions of the Contract 12 2. Division 1 - General Requirements 13 3. Section 32 91 19 —Topsoil Placement and Finishing of Parkways 14 4. Section 3 l 10 00 —Site Clearing 15 1.2 PRICE AND PAYMENT PROCEDURES 16 A.Measurement and Payment 1.7 1. Block Sod Placement 18 a. Measurement 19 1) Measurement for this Item shall be by the square yard of Block Sod placed. 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 (lie unit 23 price bid per square yard of Block Sod placed. 24 c. The price bid shall include: 25 1) Furnishing and placing all sod 26 2) Rolling and tamping 27 3) Watering (until established) 28 4) Disposal of surplus materials 29 2. Seeding 30 a. Measurement 31 1) Measurement for this Item shall be by the square yard of Seed spread. 32 b. Payment 33 1) The work performed and materials furnished in accordance with this Item 34 and measured as provided under "Measurement" will be paid for at the unit 35 price bid per square yard of Seed placed for various installation methods. 36 c. The price bid shall include: 37 1) Furnishing and placing all Seed 38 2) Furnishing and applying water for seed fertilizer 39 3) Slurry and hydraulic mulching 40 4) Fertilizer 41 5) Watering and mowing (until established) 42 6) Disposal of surplus materials 43 7) Minimum Mow "Two Cycles (until established) CITY OF FORT WORTII Contract 2D19, WSM-A (Lead Svcs D-1) STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CPN 102168 Revised December 20, 2012 329213-2 HYDROMUI.CHING, SEEDING AND SODDING Page 2 of 10 1 8) Weed Removal (until established) 2 3 3. Mowing 4 a. Measurement 5 1) Measurement for this Item shall per each. 6 b. Payment 7 1) The work performed and materials furnished in accordance with this Item 8 and measured as provided under "Measurement" will he paid for at the unit 9 price bid per each. 10 1.3 REFERENCES [NOT USED] 11 1.4 ADMINISTRATIVE REQUIREMENTS [NOT USED] 12 1.5 ACTION SUBMITTALS [NOT USED] 13 1.6 INFORMATIONAL SUBMITTALS 14 A.Seed 15 1. Vendors' certification that seeds meet Texas State seed law including: 16 a. Testing and labeling for pure live seed (PLS) 17 b. Name and type of seed 18 2. All seed shall be tested in a laboratory with certified results presented to the City in 19 writing, prior to planting. 20 3. All seed to be of the previous season's crop and the date on the container shall be 21 within 12 months of the seeding date. 22 4. Each seed shall be supplied in a separate, labeled container for acceptance by the 23 City. 24 5. For use of native grasses outside of the parkways, parks, ROW and median areas 25 B_Sod 26 l . Samples, certificates and specifications of sod, fertilizer, compost, soil amendments 27 or other materials as requested by the City. 28 2. All delivery receipts and copies of invoices for materials used for this work shall be 29 subject to verification by the City. 30 3. 31 1.7 CLOSEOUT SUBMITTALS [NOT USED] 32 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 33 1.9 QUALITY ASSURANCE [NOT USED] 34 A.Tbe Developer/ Contractor who plants material is responsible for the supervision of his 35 crews, the site until and maintenance of the material until the project is accepted by the 36 City, 37 1.10 DELIVERY, STORAGE, AND HANDLING 38 A.Block Sod 39 1. Protect from exposure to wind, sun and freezing. 40 2. Keep stacked sod moist. CITY OP FORT WORTH Contract 2019, WSM-A (Lead Svcs D-1) STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CPN 102169 Revised December 20, 2012 3292 13 -3 HYDROMULCHING. SEEDING AND SODDING Page 3 of If) 1 3. Sod upon delivery shall he inspected by City provision of certificate from vender to 2 be provide to City indicating sod free of all weeds. 3 d. Harvesting and planting operations shall be coordinated with not more than forty- 4 eight hours elapsing between harvesting and planting. 5 B.Seed 6 1. Shall be Bermuda/Rye seed unless otherwise specified 7 2. 1f using native grass or wildflower seed is approved, seed must have been harvested 8 within 100 miles of the construction site. 9 3. Each species of seed shall be supplied in a separate, labeled container for 10 acceptance by the City. 11 C.Fertilizer 12 1. Provide fertilizer labeled with the analysis. 13 2. Conform to Texas fertilizer law. 14 3. Provide to City certification rate for which fertilizer was applied. 15 4. Unopened bags labeled with the analysis 16 17 1.11 FIELD ]SITE] CONDITIONS ]NOT USED] 18 A.Grading of site and installation of topsoil must be approved prior to application of sod 19 1.12 WARRANTY ]NOT USED1 20 21 PART 2 - PRODUCTS [NOT USED] 22 2.1 OWNER -FURNISHED PRODUCTS fNOT USED 23 2.2 MATERIALS AND EQUIPMENT 24 A.Materials 25 1. Block Sod 26 a. Sod Varieties (match existing if applicable) 27 1) "SteHOtap ,FUM . .,d.,tU " (St Augustine . ,.) 28 2) "Cynodon dactylon" (Common Bermudagrass) 29 3) "nuehlae Elaetylai s" (Buff lagr-, ss) 30 31 5) or an approved Zoysiagrass, St. Augustine or Rye 32 b. Sod must contain stolons, leaf blades, rhizomes and roots. 33 c. Sod shall be alive, healthy and free of insects, disease, stones, undesirable 34 foreign materials and weeds and grasses deleterious to its growth or which might 35 affect its subsistence or hardiness when transplanted. 36 d. Minimum sod thickness: 3 4— 1" inch minimum. 37 c. Maximum grass height: 2 inches 38 f. Sod shall have been produced on growing beds of clay or clay loam topsoil. 39 g. Sod must be harvested or planted when its moisture condition is so excessively 40 wet or dry that its survival will be affected. 41 h. If sod is stacked, it shall be kept moist and shall he stacked roots to roots and 42 grass to grass. CITY OF FORT WORTH Contract 2019, WSM-A (Lead Svcs D-1) STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CPN 102168 Revised December20, 2012 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 329213-4 HYDROMULCIIING, SEEDING AND SODDING Page 4 of' 10 i. Acceptable growing beds 1) Bermuda grasses and zoysia grasses: sand or sandy loans soils 2) St. AugustilIC grass sod: clay or clay loam topsoil j. Dimensions 1) Machine cut to uniform soil thickness. 2) Sod is to be cut in strips four feet wide to be laid parallel to the contours. 3) Sod shall be of equal width and of a size that permits the sod to be lifted, handled and rolled without breaking. k. Broken or torn sod or sod with uneven ends shall be rejected. 2. Seed a. General — 1) Plant all seed at rates based on pure live seed (PLS) a) Pure Live Seed (PLS) determined using the formula: (1) Percent Pure Live Seed Percent Purity x [(Percent Germination + Percent Firm or I -lard Seed) + 1001 2) Availability of Seed a) Substitution of individual seed types due to lack of availability may be done through the subnnitial process for review and approval by City pen:Aitted I:— the Qly al the time of plafiiiiig b) Notify the City prior to bidding of difficulties locating certain species. 3) Weed seed a) Not exceed ten percent by weight of the total of pure live seed (PLS) and other material in the mixture b) Seed not allowed: (1) Johnsongrass (2) Nutgrass seed (3) Mullet seed 4) Harvest seed within I -year prior to planting b. Non-native Grass Seed 1) Plant between April 15 and September 10 Lbs. Common Name Botanical Name Purity Germination PLS/Acre (percent) (percent) 25 Bermuda (unhulled) cynodon dactylon 85 90 75 Bermuda (hulled) cynodon dactylon 95 90 2) Plant between September 10 and April 15 Lbs. Common Name Botanical Name Purity Germination PLS/Acre (percent) (percent) 220 Rye Grass loliunz multiflorum 85 90 75 Bermuda (unhulled) cynodon doelylon 95 90 c. Native Grass Seed (only in non -ROW areas as approved by City) 1) Plant between February 1 and October 1. Lbs. PLS/Acre Common Name Botanical Name 1.6 Green Sprangletop Leplochloa dubia 5.5 Sidcoats Grama* Bouteloua curlipendula CITY OF PORT WORTII Contract 2019, WSM-A (Lead Svcs D-1) STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CPN 102168 Revised December 20, 2012 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 329213-5 HYDROMULCHING_ SEEDING AND SODDING Page 5 of 10 3.7 Little Bluestem# Schi�achyriwrr scopariun? 17.0 Btrlfalograss Buchloe daclyloides 1.8 Indian Grass* Swglkastrum rnalans OS Sand Lovegrass* Eragroslis lrichodes 6.0 Big Bluestem Andropogongerardii 8.0 Eastern Grama Tripscaeunr daclyloides 1.2 Blue Grama Boulelorla gracilis 1.8 Switchgrass 1'anicum virgahan 10.0 Prairie W ildryc* Elyrnu.r canadensis d. Wildflower Seed 1) Plant between the following: a) March 5 and May 31 b) September I and Deccinber 'I Lbs. PLS/Acre Common Name Botanical Name 3.0 Bush Sunflower Sinsia calva 5.0 Butterfly Weed Aselepias tuberosa 2.0 Clasping Coneflower* Rudbeckia amplexicaulis 3.0 Golden - Wave Coreopsis basalis 13.4 Illinois Bundlellower 1)esmanlhus illinoensis 13.6 Partridge Pea Cassia fasciculala 2.0 Prairie Verbena Verbena bipinnalifrda 8.0 Texas Yellow Star Lindheimeri lexana 8.0 Winecup Callirhoe involerala 2.0 Black-eyed Susan Rudbeckia hirla 18.0 Cutleaf Daisy Engehnannia pinnatifida 2,0 Obedient Plant Physoslegia intermedia 3.0 Pitcher Sage Salvia a_urea 2.0 Plains Coreopsis Coreopsis linctoria 8.0 Scarlet Sage Salvia coccinea *not to be planted within ten feet of a road or parking lot or within three feet of a walkway * Native and v ,ildflower grasses are only to be used as specified by City for use e. Temporary Erosion Control Seed 1) Consist of the sowing of cool season plant seeds. 3. Mulch a. For use with conventional mechanical or hydraulic planting of seed. b. Wood cellulose fiber produced from virgin wood or recycled paper -by-products (waste products from paper mills or recycled newspaper). c. No growth or germination inhibiting factors. d. No more than ten percent moisture, air dry weight basis. e. Additives: binder in powder form. f. Form a strong moisture retaining mat. 4. Fertilizer a. Acceptable condition for distribution b. Applied uniformly over the planted area c. Analysis 1) 16-20-0 2) 16-8-8 d. Fertilizer rate: CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised December 20, 2012 Contract 2019, WSM- A (Lead Svcs D-1) CPN 102168 329213-6 I-1YDROMULCHING, SEEDING AND SODDING Page 6 or 10 1 1) Not required for wildflower seeding 2 2) Newly established seeding areas - 100 pounds of nitrogen per acre 3 3) Established seeding areas - 150 pounds of nitrogen per acre 4 5. Topsoil: See Section 3291 I9. 5 6. Water: clean and free of industrial wastes or other substances harmful to the 6 germination of the seed or to the growth of the vegetation. 7 7. Soil Retention Blanket 8 a. "Curlex I" from American Excelsior, 900 Ave. H East, Post Office Box 5624, 9 Arlington, Texas 76001, 1-800-777-SOIL or approved equal. l0 b. As specified for sloped areas not for general use. 11 12 2.3 ACCESSORIES ]NOT USED] 13 2.4 SOURCE QUALITY CONTROL ]NOT USED 14 PART 3 - EXECUTION [NOT USED] 15 3.1 INSTALLERS ]NOT USED] 16 3.2 EXAMINATION [NOT USED] 17 A.Sod shall be inspected upon delivery. 18 B.Contractor must coordinate inspection 72 hours prior to cutting of sod and delivery 19 C.Examination of grading prior to installation of sod, hydromul.ch or seeding. 20 3.3 PREPARATION 21 A.Surface Preparation: clear surface of all material including: 22 1. Scarify subgra.de to a depth of 6 inches before depositing the required topsoil. For 23 simple row repair only scarify to 3 inches. 24 2. Stumps, stones, and other objects larger than one inch. 25 3. Roots, brush, wire, stakes, etc. 26 4. Any objects that may interfere with planting seeding or maintenance. 27 B.Tilling 28 1. Compacted areas: till 6 -� inch deep 29 2. Tillage shall be accomplished to loosen topsoil, destroy existing vegetation and 30 prepare an acceptable sod bed. 31 3. A]I areas shall be tilled with a heavy duty disc or a chisel -type breaking plow, 32 chisels set not more than 10 inches apart. 33 4. Initial tillage shall be done in a crossing pattern for double coverage, then followed 34 by a disc harrow. Depth of tillage shall be five inches. 35 5. A heavy duty rotor tiller may be used for areas to be planted with sod. 36 6_ Areas sloped greater than 3: 1: run a tractor parallel to slope to provide less 37 seed/water run-off 38 C.Clcaning 39 1. Soil shall be further prepared by the removal of debris, building materials, rubbish, 40 weeds, and rock 1-inch and greater. CITY OF FORT WORTH CunLract 2019, WSM-A (Lead Svcs D-1) STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CPN 102169 Revised December 20, 2012 329213-7 HYDROMULCHING, SEEDING AND SODDING Page 7 of 10 I D.Fine Grading: 2 1 . After tillage and clearing, all areas to be planted shall be leveled. fine graded, and a 3 weighted spike and harrow or float drag. The required shall be the elimination of 4 ruts, depressions, humps, and objectionable soil clods. This shall be the final soil 5 preparation step to be completed prior to inspection before planting. 6 2. Areas near trees: Do not till, deeper' than 1 2 Inch inside "d�•�e" of- creGr 7 3.4 INSTALLATION 8 A.Block Sodding 9 1. General 10 a. Place sod between curb and walk and on terraces that is the same type grass as I 1 adjacent grass or existing lawn. 12 b. Plant between the average last freeze date in the spring and 6 weeks prior to the 13 average first freeze in the fall. 14 2. Installation 15 a. Plant sod specified after the area has been inspected and accepted by City for 16 planting. 17 b. Sod to be laid parallel to the contours. in 18 areas as specified on the drawings with 6 inches of topsoil. 19 c. Use care to retain native soil on the roots of the sod during the process of 20 excavating, hauling and planting. 21 d. Keep sod material moist from the time it is dug until planted. 22 e. fill in slumped areas due to watering to keep sod moist. 23 f. Place sod so that the entire area designated for sodding is covered. 24 g. Fill voids left in the solid sodding with additional sod and tamp. 25 h. Roll and tamp sad so that sod is in complete contact with topsoil at a uniform 26 slope. 27 i. Peg sod with wooden pegs (or wire staple) driven through the sod block to the 28 firm earth in areas that may slide due to the height or slope of the surface or 29 nature of the soil. 30 J. Fertilize twenty one days after planting. Sod shall receive an application of 3-1- 31 2 fertilizer at the rate of 45 pounds of nitrogen per acre. Water well after 32 application to prevent burning. 33 3. Watering and Finishing 34 a. Furnish water as an ancillary cost to Contractor by means of temporary metering 35 / irrigation, water truck or by any other method necessary to achieve an 36 acceptable stand of turf as defined in 3.13.A & B. 37 b. Thoroughly water sod immediately after planted. 38 c. Water until established. 39 d. Generally, as recommended by the vendor. The watering may vary according to 40 weather variables. After second mowing cycle reduce watering to average 41 rainfall unless in summer months then continue to water as recommended by 42 vendor. Oneamou water Thal i equalt the aveFage amount ,. i-air a 43 plus 1'2 inch per week should b plied until aeoepted. If applicable, plant 44 large areas by irrigation zones to ensure areas are watered as soon as they are 45 planted. 46 e. Water source shall be clean and free of industrial waste or other substances 47 harmful to the germination of the seed or growth of the vegetation. CITY OF PORT WORTH Contract 2019, WSM-A (Lead Svcs D-1) STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CPN 102168 Revised December20, 2012 329213-8 HYDROMULCIIING, SEEDING ANY) SODDING Page 8 of 10 1 B.Seeding 2 1. General 3 a. Seed only those areas indicated on the Drawings and areas disturbed by 4 construction. 5 b. Mark each area to be seeded in the field prior to seeding for City approval. 6 2. Broadcast Seeding 7 a. Broadcast seed in 2 directions at right angles to each other. 8 b. Harrow or rake lightly to cover seed. 9 c. Never cover seed with more soil than twice its diameter. 10 d. For wildflower plantings: 11 1) Scalp existing grasses to 1 inch 12 2) Remove grass clippings, so seed can make contact with the soil. 13 3. Mechanically Seeding (Drilling): 14 a. Uniformly distribute seed over the areas shown on the Drawings or as directed. 15 b. All varieties of seed and fertilizer may be distributed at the same time provided 16 that each component is uniformly applied at the specified rate. 17 c. Drill seed at a depth of 1/4 inch to 3/8 inch utilizing a pasture or rangeland type 18 drill. 19 d. Drill on the contour of slopes 20 e. After planting roll with a roller integral to the seed drill, or a corrugated roller of 21 the "Cultipacker" type. 22 f. Roll slope areas on the contour. 23 4. Hydromulching (only as approved by submittals) 24 a. Mixing: Seed, mulch, fertilizer and water may be mixed provided that: 25 1) Mixture is uniformly suspended to form a homogenous slurry. 26 2) Mixture forms a blotter -like ground cover impregnated uniformly with 27 grass seed. 28 3) Mixture is applied within 30 minutes after placed in the equipment. 29 b. Placing 30 1) Uniformly distribute in the quantity specified over the areas shown on the 31 Drawings or as directed. 32 5. Fertilizing: uniformly apply fertilizer over seeded area. 33 6. Watering 34 a. Furnish water by means of temporary metering / irrigation, water truck or by any 35 other method necessary to achieve an acceptable stand of turf as defined in 36 3.13.B. 37 b. Water soil to a minimum depth of 4 inches within 48 hours of seeding. 38 c. Water as direct by the City at least twice daily for 14 days after seeding in such 39 a manner as to prevent washing of the slopes or dislodgement of the seed. 40 d. Water until final acceptance. 41 e. Generally, an amount of water that is equal to the average amount of rainfall 42 plus 1/2 inch per week should be applied until accepted. CffY OF FORT WORTII Contract 2019, WSM-A (Lead Svcs D-1) STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CPN 102168 Revised December 20, 2012 329213-9 HYDROMULCHING, SEEDING; AND SODDING Page 9 of 10 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 8 3.12 PROTECTION [NOT USED] 9 3.13 MAINTENANCE 10 A.Block Sodding I I 1. Water and mow sod until completion and final acceptance of the Project or as 12 directed by the City. 13 2. Sod shall not be considered finally accepted until the sod has started to peg down 14 (roots growing; into the soil) and is free from dead blocks of sod. 60-90 days. 15 3. Includes protection. replanting, maintaining grades, and immediate repair of erosion 16 damage until the project receives final acceptance. 17 B.Sceding 18 1. Water and mow sod until completion and final acceptance of the Project or as 19 directed by the City. 20 2. Maintain the seeded area until each of the following is achieved: 21 a. Vegetation is evenly distributed 22 b. Vegetation is free from bare areas 23 3. Turf will be accepted once fully established. 24 a. Seeded area must have 100 percent growth to a height of 3 inches with 24 mow 25 cycle performed by the Contractor prior to consideration of acceptance by the 26 City. Or 45 days 27 C.Replanting 28 l . Replant areas where a stand of grass are not present in a reasonable length of time 29 as determined by the City. 30 2. A "stand- shall be defined as: 31 a. Seed Bermuda/ Rye grasses: Full coverage per square foot established within 32 two to three weeks of seeding date on the smooth bed free of foreign material 33 and rocks for clods one inch diameter or greater. 34 b. Sod 35 D.Rejection 36 1. City may reject block sod or seeded area based on the following items. but not. 37 limited to those items 38 2. WEED POPULATIONS. 39 3. POOR INSTALLTION 40 4. LACK OF COVERAGE 41 5. INSUFFICIENT OR OVER WATERING CITY OF PORT WORTH Contract 2019, WSM-A (Lead Svcs D-1) STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CPN 102168 Revised December20, 21)12 3292 13-10 HYDROMULCNING, SEEDING AND SODDING Page 10 of 10 1 6. POOR OR IMPROPER MAINTENANCE, 2 3.14 ATTACHMENTS [NOT USED] 3 END OF SECTION Revision Log DATE NAMF, SUMMARY OF CHANGE CITY OF PORT WORTH Contract 2019, W SM-A (Lead Svcs D-1) STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CPN 102168 Reviscd Deceniber 20, 2012 33 12 10- 1 WATER SERVICES I -INCII TO 2-INCI I Page I of 17 I SECTION 33 12 10 2 WATER SERVICES I -INCH TO 2-INCH 3 PART 1- GENERAL 4 1.1 SUMMARY 5 A. Section Includes: 6 1. Lead-free 1-inch to 2-inch water service lines from the water main to the right-of- 7 way, fittings and water meter boxes complete in place, as shown on the Drawings, 8 directed by the Engineer, and specified herein for: 9 a. New Water Service 10 b. New Water Service (Bored) I c. Water Meter Service Relocate 12 d. Private Water Service 13 B. Deviations from this City of Fort Worth Standard Specification 14 1. PART 3 - EXECUTION 15 3.4 INSTALLATION 16 E. Removal of Existing Lead Service Lies 17 1. All lead service lines encountered by the Contractor either discovered during 18 construction or as indicated on the drawings shall be removed from the water main 19 to the meter. 20 2. The Contractor shall notify the Project Manager and Inspector of any lead service 21 lines encountered that are not indicated on the drawings. 22 3. All lead service lines shall be disposed of at a certified metal recycling center as 23 specified in the deviations of the Utility Removal/Abandonment Specification (02 24 41 14). 25 4. Lead service Line removal shall be considered subsidiary to the installation of 26 the new water service and /or service reconnection. No additional payment will be 27 made. 28 C. Products Installed but not Furnished Under this Section 29 1. Water meters for various sizes 30 D. Related Specification Sections include, but are not necessarily limited to: 31 1. Division 0 — Bidding Requirements, Contract Forms and Conditions of the Contract 32 2. Division I General Requirements 33 3, Section 33 04 40 Cleaning and Acceptance Testing of Water Mains 34 4. Section 33 05 10 —Utility Trench Excavation, Embedment and Backfill 35 5. Section 33 12 25 -- Connection to Existing Water Mains 36 1.2 PRICE AND PAYMENT PROCEDURES 37 A. Measurement and Payment 38 1. New Water Service 39 a. Measurement CITY OF FORT WORTH 2O19 WSM-A (Lead Svcs D-l) STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CPN 102168 Revised June 19, 2013 1 2 .3 4 5 6 7 8 9 10 1.1 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 33 12 10-2 WATER SERVICES IANC] I T 0 2-INCII Page 2 of 17 1) Measurement for this Item shall be per each new "Water Service" complete in place from the tap of the main to the installation of the meter box and associated appurtenances where the service line is installed by open cut construction. b. Payment 1) The work performed and materials furnished in accordance with this Item and measured as provided under "Measurement" will be paid for at the unit price bid per each "Water Service" installed for: a) Various sizes c. The price bid shall include: 1) Furnishing and installing New Service Line as specified by the Drawings 2) Submitting product data 3) Tapping saddle 4) Corporation stop 5) Curb stop 6) Fittings 7) Service line installed by open cut 8) Connection to meter 9) Meter Box and Lid 10) Pavement removal 11) Excavation 12) Hauling 13) Disposal of excess material 14) Surface Restoration associated with Meter Box installation and connection, excluding grass (seeding, sodding or hydro -mulch paid separately) 15) Clean-up 16) Disinfection 17) Testing 2. New Bored Water Service a. Measurement 1) Measurement for this Item shall be per each new Water Service complete in place from the tap of the main to the installation of the meter box and associated appurtenances where the service line is installed by trenchless method. b. Payment 1) The work performed and materials furnished in accordance with this Item and measured as provided under "Measurement" will be paid for at the unit price bid per each "Bored Water Service" installed for: a) Various sizes c. The price bid shall include: 1) Submitting product data 2) Tapping saddle 3) Corporation stop 4) Curb stop .5) Fittings 6) Service line installed by trenchless method 7) Connection to meter 8) Meter Box and Lid 9) Pavement removal 10) Excavation CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised Junc 19, 2013 2019 WSM-A (Lead Svcs D-1) CPI`I 102168 33 12 10-3 WATER SERVICES I-1NC]I TO2-INCH Page 3 of 17 1 11) Hauling 2 12) Disposal of excess material 3 13) Surface restoration associated with Meter Box installation and connection, 4 excluding grass (seeding, sodding or hydro -mulch paid separately) 5 14) Clean-up 6 15) Disinfection 7 16) Testing 8 3. Water Meter Service Reconnect 9 a. Measurement 10 1) Measurement for this Item shall be per each Water Meter Service I I Reconnect complete in place from public service line connection to private 12 service line connection. 13 b. Payment 14 1) The work performed in conjunction with relocation of the meter, associated 15 private service line, fittings and meter box 5 feet or less in any direction 16 from centerline of existing meter location and the materials furnished in 17 accordance with this Item will be paid for at the unit price bid per each 18 "Water Meter Service, Reconnection" installed for: 19 a) Various size of services 20 c. The price bid shall include: 21 1) Private service line 22 2) Fittings 23 3) Private connection to water meter 24 4) Connection to existing private service tine 25 5) Cut and crimp of existing service 26 6) Removal and Disposal or Salvage of existing 2-inch or smaller water meter, 27 as directed by City 28 7) Pavement removal 29 S) Excavation 30 9) Hauling 31 10) Disposal of excess material 32 11) Surface restoration for area disturbed for installation of meter box, 33 excluding grass (seeding, sodding or hydro -mulch paid separately) 34 12) Clean-up 35 13) Cleaning 36 14) Disinfection 37 15) Testing 38 4. Private Water Service Relocation 39 a. Measurement 40 1) Measurement for this Item shall be per linear foot of Private Service 41 relocation complete in place from the meter box to a connection to the 42 existing service line on private property. 43 b. Payment 44 1) The work performed in conjunction with Private Service Line installation 45 where the meter and meter boxes are moved more than 5 feet in any 46 direction from centerline of existing ureter location and materials furnished 47 in accordance with the Item and measured as provided under 48 "Measurement" will be paid for at the unit price bid per linear foot of 49 "Private Water Service" performed for: CITY OF FORT WORTH 2O19 WSM-A (Lead Svcs DA ) STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CPN 10216R Revised ,Tune 19,2013 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 t8 19 20 33 12 10-4 WATFR SERVICES 1-INCH TO 2-INCH Page 4 of 17 a) Various service sizes c. The price bid shall include: 1) Obtaining appropriate permit 2) Obtaining Right of Entry 3) Submitting product data 4) Private service line 5) Fittings 6) Backflow preventer, check valve, and isolation valve relocation, if applicable 7) Connection to existing private service line 8) Pavement removal and replacement 9) Excavation 10) Hauling 1 1) Disposal of excess material 12) Surface restoration, excluding grass (seeding, sodding or hydro -mulch paid separately) 13) Clean-up 14) Cleaning 15) Disinfection 16) Testing 21 11.3 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 46 A. Definitions I. New Service a. Installation of new 1-inch to 2-inch Water Service Line by open cut construction from the water main to the right-of-way, including corporation stop, curb stop, Fittings and water meter boxes complete in place, as shown on the Drawings. 2. New Service (Bored) a. Installation of new 1-inch to 2-inch Water Service Line by trenchless construction method from the water main to the right-of-way, including corporation stop, curb stop, fittings and water meter boxes complete in place, as shown on the Drawings. 3. Meter Service Reconnection a. Relocation and reconnection of the private service line from an existing meter to be abandoned and a new meter installed that lies within 5 feet of the existing meter. 4. Private Service Relocation a. Relocation and reconnection of private service line behind the water meter where the existing meter to be abandoned and the new meter installed is greater than 5 feet of the existing meter. A licensed plumber is required to relocate the private service. 5. Lead-free a. Lead-free pipes and plumbing fittings and fixtures shall contain less than 0.25 percent lead in accordance with the reduction of Lead in Drinking Water Act (P.L. 111-380). B. Reference Standards CITY OF FORT WORTH 2019 WSM-A (Lead Svcs D-1) STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Cl'N 102168 Revised June 19, 2013 33 12 10-5 WATER SERVICES I -INCH TO2-)NCH Page 5 of 17 1 1. Reference standards cited in this Specification refer to the current reference 2 standard published at the time of the latest revision date logged at the end of this 3 Specification, unless a date is specifically cited. 4 2. ASTM International (ASTM): 5 a. A48, Standard Specification for Gray Iron Castings. 6 b. A536, Standard Specification for Ductile Iron Castings. 7 c. B88, Standard Specification for Seamless Copper Water Tube. 8 d. B98, Standard Specification for Copper -Silicon Alloy Rod, Bar and Shapes. 9 e. C131, Standard Specification for Resistance to Degradation of Small -Size 10 Coarse Aggregate by Abrasion and Impact in the Los Angeles Machine. 11 f. C150, Standard Specification for Portland Cement. 12 g. C330, Standard Specification for Lightweight Aggregates for Structural 13 Concrete. 1.4 h. D883, Standard Terminology Relating to Plastics. 15 3. American Water Works Association (AWWA): 16 a. C700, Cold -Water Meters - Displacement Type, Bronze Main Case. 17 b. C800, Underground Service Line Valves and Fittings. 18 4. NSF International (NSF): 19 a. 61, Drinking Water System Components - Health Effects. 20 5. Reduction of Lead in Drinking Water Act 21 a. Public Law 111-380 (P.L. 111-380) 22 1.4 ADMINISTRATIVE REQUIREMENTS 23 A. Scheduling 24 1. Provide advance notice for service interruptions and meet requirements of Division 25 0 and Division 1. 26 1.5 SUBMITTALS 27 A. Submittals shall be in accordance with Section 01 33 00. 28 B. All submittals shall be approved by the City prior to delivery. 29 4.6 ACTION SUBMITTALSANFORMATIONAL SUBMITTALS 30 A. Product Data, if applicable: 31 1. Tapping Saddle 32 2. Corporation stop 33 3. Curb Stop 34 4. Service Line 35 5. Meter Box 36 6. Meter Box Lid 37 B. Certificates and Test Reports 38 1. Prior to shipment of any Water Service components, the manufacturer shall submit 39 the following: 40 a. A Certificate of Adequacy of Design stating that the components to be 41 furnished comply with all regulatory requirements identified in this Section 42 including: 43 1) The Reduction of Lead in Drinking Water Act (P.L. 111-380) CITY OF FORT WORTH 2O19 WSM-A (Lcad Svcs D-1) STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CPN 102168 Revised June 19, 2013 33 12 10-6 WATER SERVICES I -INCH TO 2-1NCH Page 6 or] 7 1 2) AWWA C800 2 3) NSF 61 3 1.7 CLOSEOUT SUBMITTALS [NOT USED] 4 1.8 MAINTENANCE MATERIAL SUBMITTALS ]NOT USED] 5 1.9 QUALITY ASSURANCE 6 A. Qualifications 7 1. Manufacturers 8 a. Water Services shall meet or exceed the latest revisions of AWWA C800, NSF 9 61, the Reduction of Lead in Drinking Water Act and shall meet or exceed the 10 requirements of this Specification. 11 1.10 DELIVERY, STORAGE, AND HANDLING 12 A. Storage and Handling Requirements 13 1. Protect all parts such that no damage or deterioration will occur during a prolonged 14 delay from the time of shipment until installation is completed and the units and 15 equipment are ready for operation. 16 2. Protect all equipment and parts against any damage during a prolonged period at the 17 site. 18 3. Prevent plastic and similar brittle items from being directly exposed to sunlight or 19 extremes in temperature. 20 4. Secure and maintain a location to store the material in accordance with Section 01 21 6600. 22 1.11 FIELD [SITE] CONDITIONS [NOT USED] 23 1.12 WARRANTY [NOT USED] 24 PART 2 - PRODUCTS 25 2.1 OWNER -FURNISHED PRODUCTS 26 A. Water meters for various sizes 27 2.2 EQUIPMENT, PRODUCT TYPES, AND MATERIALS 28 A. Manufacturers 29 1. Only the manufacturers as listed on the City's Standard Products List will be 30 considered as shown in Section O1 60 00. 31 a. The manufacturer must comply with this Specification and related Sections. 32 2. Any product that is not listed on the Standard Products List is considered a 33 substitution and shall be submitted in accordance with Section 01 25 00. 34 3. The Water Services and appurtenances shall be new and the product of a 35 manufacturer regularly engaged in the manufacturing of Water Services and 36 appurtenances having similar service and size. 37 B. Description 38 1. Regulatory Requirements CITY OF FORT WORTH 2O19 WSM-A (Lead Svcs D-1) STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CPN 102168 Revised .Tune. 19, 2013 33 12 10- 7 WATER SERVICES 1-INCH TO 2-INCH Page 7 of 17 1 a. All materials shall conform to the Reduction of Lead in Drinking Water 2 Act (P.L. 111-380). This Act defines "Lead-free" for pipes and other 3 appurtenances to be less than 0.25 percent lead. 4 b. Water Services shall meet or exceed the latest revisions of AWWA C800 and 5 shall meet or exceed the requirements of this Specification. 6 c. All Water Services components in contact with potable water shall conform to 7 the requirements of NSF 61. 8 C. Materials/Design Criteria 9 1. Service Lines 10 a. Provide Type K Copper Tubing per ASTM B88. 11 b. Furnish in the annealed conditions, unless otherwise specified in the Contract 12 Documents. 13 2. Service Couplings 14 a. Fitting Ends 15 1) Flared Copper Tubing with thread dimensions per AW WA C800 16 2) Provide coupling nuts with a machined bearing skirt of a length equal to the 17 tubing outer diameter (O.D.). 18 b. Provide with hexagonal wrench grip compatible with the coupling size. 19 c. Provide lead-free service couplings in accordance with the Reduction of Lead 20 in Drinking Water Act. 21 3. Corporation stops 22 a. Provide brass castings per A W WA C800 for: 23 1) Bodies 24 2) Plugs 25 3) D washers 26 4) Bottom nuts 27 b. Machining and Finishing of Surfaces 28 1) Providd 1 1/4 inch per foot or 0.1458 inch per inch ± 0.007 inch per inch 29 taper of the seating surfaces for the key and body. 30 2) Reduce large end of the tapered surface of the key in diameter by chamfer 31 or turning for a distance that will bring the largest end of the seating surface 32 of the key into the largest diameter of the seating surface of the body. 33 3) Relieve taper seat in the body on the small end. 34 4) Extend small end of the key there -through to prevent the wearing of a 35 shoulder and facilitate proper seating of key. 36 5) Design key, key nut and washer such that if the key nut is tightened to 37 failure point, the stem end of the key shall not fracture. 38 6) Design nut and stem to withstand a turning force on the nut of at least 3 39 times the necessary effort to properly seat the key without failure in any 40 manner. 41 7) Port through corporation stop shall be full size to eliminate turbulence in 42 the flow way. 43 8) Design stop for rotation about the axis of the flow passageway inside the 44 following minimum circles in order to properly clear the tapping machine: 45 a) Two 7/8-inch for 1-inch corporation stops 46 b) Four 15/16-inch for 1 %2 -inch and 2-inch corporation stops 47 c. Provide lead-free corporation stops in accordance with the Reduction of Lead in 48 Drinking Water Act. CITY OF FORT WORTH 2O19 WSM-A (Lead Svcs D-1) STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CPN 102169 Revised June 19, 2013 1 2 3 4 5 6 7 8 9 IO 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 12 10 - 8 WATER SERVICES I-INCI I TO 2-INCI I Page 8 of 17 4. Curb Stops a. Provide brass castings per AWWA C800. b. Valve plugs shall be: 1) Cylinder type 2) Plug type, or 3) Ball type c. Incorporate full flow porting. d. Provide for full 360 degree plug rotation clockwise or counter -clockwise. c. Overall Length 1) 3-5/16 inch + 1/8 inch for 1-inch diameter 2) 4-1/32 inch + 9.32 for 1-inch diameter f. Cylindrical Plug Type 1) Provide 0-ring seal at top and bottom. a) 0-ring at top only is acceptable if bottom of curb stop body is closed. 2) Seals shall be Buna N. 3) 1 O-ring seal shall su€round the outlet port of the curb stop and act to effectively seal in the closed position. 4) The port in the plug shall provide a straight through, full size flow way, so shaped as to eliminate turbulence. 5) All waterways shall be smooth and free of burrs or rough areas. 6) Design the curb stop to provide ease and accuracy of operation and positive shut-off of water. g. Tapered Plug Type 1) Provide O-ring seal at top and bottom. 2) The tapered plug and cylindrical recess in the valve body shall be machined to match within approved manufacturing tolerances. 3) Inlet and outlet ports shall be sealed by O-rings or combination Teflon U- shaped seal rings backed with 0-rings. 4) The port in the plug shall provide a straight through, full size flow way, so shaped as to eliminate turbulence. 5) All waterways shall be smooth and free of burrs or rough areas. 6) Design the curb stop to provide ease and accuracy of operation and positive shut-off of water. h. Ball Plug Type 1) Provide double 0-ring seals on the stem. 2) The ball shall seat against rubber rings mounted in the valve body at the inlet and outlet ports. 3) The ball shall be bronze with a smooth Teflon coating. 4) The port in the plug shall provide a straight through, full size flow way, so shaped as to eliminate turbulence. 5) All waterways shall be smooth and free of burrs or rough areas. i. Provide lead-free curb stops in accordance with the Reduction of Lead in Drinking Water Act. 5. Straight Adapters a. Brass castings and threads per AWWA C800 b. Provide lead-free straight adapters in accordance with the Reduction of Lead in Drinking Water Act. 6. Three Part Copper Unions a. Brass castings and threads per AWWA C800 CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIF€CATION DOCUMENTS Revised Aine 19, 2013 2019 WSM-A (Lead Svcs D-1) CPN 102168 1 2 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 33 12 10-9 WATER SERVICES I-1NCI I TO 2-INCH Page 9 of 17 b. Provide lead-free Three Part Copper Unions in accordance with the Reduction of Lead in Drinking Water Act. 7. Straight Meter Couplings a. Brass castings per AWWA C800 b. Threads per A W WA C700 e. Tailpiece with outside iron pipe thread d. Chamfer corners on threaded end of meter nut. e. Machine inside and outside of tailpiece. f Provide lead-free Straight Meter Couplings in accordance with the Reduction of Lead in Drinking Water Act. S. Branch Connections a. Brass castings per AWWA C800 b. Inlet and outlet connections per AWWA C800 c. Provide lead-free branch connections in accordance with the Reduction of Lead in Drinking Water Act, 9. Service Saddles a. Castings 1) Brass or Nylon coated ductile iron castings per AWWA C800 2) Free of porosity with sharp edges removed 3) Fit contour of pipe as follows: Nominal Pipe Size (inches) Minimum Outside Diameter of Pipe (inches) Maximum Outside Diameter of Pipe (inches) 1.50 1.900 2.000 2.00 2.375 2.500 2.25 2.875 3.000 4.00 4900 5.000 6.00 6900 7.100 8.00 9.050 9.300 10.00 11.100 11.400 4) Saddle a) Form to fit firmly against side of maximum diameter of water main with approximately 180 degrees wrap around. 5) Outlet a) Design outlet boss for no thread distortion by bending moments. b) Tapped for taper threaded corporation stop conforming to AWWA C800. b. Straps 1) Conform to ASTM B98. 2) Form flat to fit uniformly against the wall of the water main. 3) Rod diameter not less than 5/8 inch flattened to 1 inch on one side. 4) Straps shall be threaded 518 inch (11-NC-2A) for a distance such that'/z inch remains after clamp is fully tightened on the pipe. 5) Chamfer strap ends to protect the starting threads. 6) The threads shall be full and free from shear. 7) 4-inch and larger pipe shall be in accordance with Section 33 12 25. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised June 19, 2013 2019 WSM-A (Lead Svcs D-1) CPN 102168 331210-10 WATER SERVICES I -INCH TO2-INCH Page 10 of 17 1 8) Single straps are allowed for Saddles for pipe 2-inches in diameter and 2 smaller. 3 c. Nuts 4 1) Bronze material 5 a) Same material as straps 6 2) Dimensions equal to or larger than heavy hexagon nuts 7 3) Tapped 5/8 inch (I I-NC-2B) 8 d. Gaskets 9 1) Neoprene rubber material 10 2) Cemented to saddle and positioned to facilitate installation 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 10. Brass Flanged Angle Valve a. For I '/2-inch and 2-inch services b. Brass castings per AWWA C800 c. Valve Body with integral outlet flange and inlet wrenching flat d. Fit together key and body by turning key and reaming body 1) Key with 0-ring seal seat at the upper end 2) Lap key and body seat are to conform to corporation stop requirements of this Specification. 3) The outlet flange shall contain an 0-ring seat or a uniform flat drop -in flange gasket surface. 4) Drop -in flange gasket surface shall contain gasket retaining grooves milled circular about the axis of the flange. 5) The size of the outlet flange and the diameter and spacing of the bolt holes shall conform to AWWA C700. 6) The flange on 2-inch angle valves shall be double drilled to permit connection to 1 'h -inch meters. 7) The inlet port of the valve shall be tapered to conform to AWWA C800 taper pipe thread. 8) The key cap shall include a wrenching tee marked with a raised or recessed arrow to show whether the valve is open or closed. 9) Valve Assembly (main body, key, key cap) a) Brass material per AWWA C800 b) 0-ring seal on the top of the key between the key and body seat c) Key cap shall complete the assembly by attaching to the key by means of a strong bronze pin with phosphor bronze spring washer(s) depressed between the key cap and the top of the valve main body. d) Provide with padlock wings for locking the valve in the closed position. e) There shall be a unifonn application of cold water valve grease between the body and the key. t) The valve shall be capable of being easily opened and stopping lugs. g) The waterway through the valve shall be smooth and rounded for minimum pressure loss, and shall be free of burrs or fins. h) The valve shall be strong, well designed, neat in appearance, water- tight and entirely adequate for the intended purpose. i) Provide with either a high quality rubber drop -in gasket or an 0-ring seal depending on the manufacturer's flange seal surface design choice. e. Provide lead-free brass flanged angle valves in accordance with the Reduction of Lead in Drinking Water Act. 11. Metcr Boxes shall: CITY OF FORT WORTII 2019 WSM-A (Lead Svcs D-1) STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CPN 102168 Revised June 19, 2013 331210-11 WATER SERVICES I -INCI I TO 2-INCH Page 1 I of 17 1 a. Be constructed of: 2 1) Linear Medium Density Polyethylene (LM.DPE) as defined in 3 ASTM D883. 4 a) Minimum wall thickness of 3/8-inch throughout with no blowing 5 agents or foaming plastics 6 b) Polymer body shall be black throughout and shall have a molded 7 recycled emblem with a minimum of 35 percent Post Industrial/ Pre 8 Consumer Recycled Content- verified with a Leed Product 9 Documentation. 10 c) Smooth edges and corners and be free from sharp edges so the unit can I 1 be handled safely without gloves. 12 d) Exterior free from seams or parting lines 13 c) Not to be installed in roadway designed to withstand loading in non- 14 deliberate and incidental traffic only. 15 2) Concrete 16 a) Frame of No. 6 gauge wire welded closed 17 b) Type I or Type 11 Portland cement, in accordance with ASTM C150, 1.8 portioned with lightweight aggregate, in accordance with ASTM C330 19 (1) Percentage of wear not to exceed 40 per ASTM C 131 20 (2) Minimum 28 day compressive strength of3,000 psi 21 b. Be able to withstand a minimum 15,000 pounds vertical load 22 c. Withstand a rninimum 400 pounds sidewall load. 23 d. 1-inch Standard Meter Box 24 1) For use with services utilizing 5/8-inch x 1/4-inch, 3/-inch or 1-inch meter 25 Single or Dual service meter: DFW38CIPS-14-BODY or approved equal. 26 2) Polymer 27 a) Size: 21-1/2-inch x 20-1/2-inch Box, 14 inches high 28 b) Minimum inside working room: 19-1/2-inch x 16-1/2-inch 29 c) Pipe slots 30 (1) One pipe slot molded on the inlet end of the body that measures 2- 31 1/4-inch x 3-1/4-inch and one pipe slot on the outlet end of the 32 body that measures for 7-1/2-inch center "U" Branch. 33 d) Polymer body shall have a 1-inch bottom flange to resist settling of box 34 after installation. 35 3) Concrete 36 a) Size: 11-inch x 18-inch Box, 12 inches high 37 e. 2-inch Standard Meter Box 38 1) For use with services utilizing 1-1/2-inch or 2-inch Single service meter: 39 DFW1730C-12-BODY or approved equal. 40 2) Polymer 41 a) Size: 34-1/8-inch x 21-1/4-inch Box, 12 inches high 42 b) Minimum inside working room: 31-3/4-inch x 16-5116-inch 43 c) Pipe Slats 44 (1) One pipe slot molded on each end of body that measures 3-inch x 45 4-inch with optional molded 4-inch x 9-inch cut out. 46 d) Polymer body shall have a molded %-inch bow centered on sidewall to 47 resist backfflling per Drawings. 48 e) Polymer body shall have a 2-1/2-inch bottom flange to resist settling of 49 box after installation. 50 3) Concrete CITY OF FORT WORTH 2019 WSM-A (Lead Svcs D-1) STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CPN 102168 Revised June 19, 2013 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 33 12 10 - 12 WATER SERVICES I-1NCH'1'O2-INCII Page 12 of 17 a) Size: 15-1/4-inch x 26-7/8-inch Box, 12 inches high f. Bullhead Standard Meter Box 1) For use with services utilizing two 5/8-inch x'/,-inch or 3/4-inch or 1-inch Single service meter: DFW37C-12-BODY or approved equal 2) Polymer a) Size: 21-inch x 14-3/4-inch, 12 inches high b) Minimum inside working room: 19-1/8-inch x 10-7/16-inch c) Pipe Slots (1) One pipe slot molded on each end of body that measures 2-1/4-inch x 3-1/4-inch. d) Polymer body shall have a 1-inch bottom flange to resist settling of box after installation. 3) Concrete a) Size: 15-5/8-inch x 15-5/8-inch Box, 12 inches high 12. Meter Box Lid a. Cast Iron or Ductile Iron 1) Per ASTM A48, Class 30B or ductile iron per ASTM A536 2) Shall withstand a minimum vertical load of 15,000 pounds 3) Coat castings with a bituminous emulsified asphalt unless otherwise specified in the Contract Documents, ground smooth, and cleaned with shot blasting, to get a uniform quality free from strength defects and distortions. 4) Dimensions shall be within industry standards of 1-1/16 inch per foot. 5) All castings will bear the Manufacturer's IS (name or logo) and Country of Origin. 6) Casting weights may vary �L5 percent from drawing weight per industry standards. b. Plastic 1) The lid shall be: a) Constructed of Engineered Plastic as defined in ASTM D883 (1) Polymer Lid shall be black throughout and shall have a molded recycled emblem with a minimum of 50 percent Post Consumer Recycled and 50 percent Post Industrial/ Pre Consumer Recycled Content- verified with a Leed Product Documentation. (2) Polymer Lid shall be black throughout with no blowing agents or foam ing p]astics (3) Smooth edges and corners and be free from sharp edges so the unit can be handled safely without gloves. (4) Exterior free from seams or parting lines. (5) Polymer lid shall have a molded tread -pattern- tread dimensions shall be. 188-inch x .938-inch x .1 50-inch deep. (6) Polymer Lid shall have "City of Fort Worth" molded into the lid. (7) Polymer lid shall have "Water Meter" molded into the lid- Font shall be std Fadal CNC font with I -inch characters x .150-inch deep. (8) Polymer Lid shall have a molded pick hole pocket- dimensions shall be 3-inch x 9/16-inch x Thru Hole with 3/16-inch 304 stainless steel rod. (9) Polymer lid shall have 2 pieces of/z-inch rebar located in lid pockets for locatability as shown in Drawings. b) Domestic Manufacture Only -Made in USA molded on Lid. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revisedhinc 19.2013 2019 WSM-A (Lead Svcs D-I ) CPN 102168 33 12 10 - 13 WATER SF RVICES I -INCH TO2-INCH Page 13 of 17 1 c) Not to be installed in roadway -designed to withstand loading in non- 2 deliberate and incidental traffic only. 3 d) Able to withstand a minimum 15,000 pounds vertical load 4 e) Engineered Plastic with ultraviolet protection. 5 2) 1-inch Standard Plastic Meter Box Lid 6 a) For use with services utilizing 5/8-inch x'/n-inch, --inch or 1-inch 7 meter Single or Dual service meter: DFW38C-IEPA FTW-LID or 8 approved equal. 9 b) Size: 18-inch x 17-inch, 2 inches high 10 c) For use with Class A Standard Meter Box DFW38CI PS- 14-BODY or 11 approved equal. 12 d) Polymer lid shall seat evenly inside meter box and shall not overlap the 13 top edge of the meter box. 14 3) 2-inch Standard Plastic Meter Box Lid 15 a) For use with services utilizing 1-1/2-inch or 2-inch Single service 16 meter: DFW 1730C-I EPA FTW-I,ID or approved equal. 17 b) Size: 34-1/8-inch x 21-1/4-inch, 12 inches high 18 c) For use with Class B Standard Meter Box DFWI73OC-12-BODY or 19 approved. 20 d) Polymer lid shall seat evenly inside meter box and shall not overlap the 21 top edge of the rncter box. 22 4) Bullhead Standard Plastic Meter Box Lid 23 a) For use with services utilizing two 5/8-inch x'/4-inch or'/4-inch or 1- 24 inch Single service meter: DFW37C-lEPA FTW-LID or approved 25 equal. 26 b) Size: 17-3/4-inch x 11-inch, 1-3/4 inches high 27 c) For use with Class C Standard Meter Box DFW37C-12-BODY or 28 approved equal. 29 d) Polymer lid shall seat evenly inside meter box and shall not overlap the 30 top edge of the meter box. 31 13. Horizontal Check Valve 32 a. Equip 1 '/2-inch and 2-inch Water Services with a horizontal check valve, with 33 pipe plug, only if specified in the Drawings. 34 b. If an existing backflow preventer is present, the Contractor is to leave it, and is 35 not required to provide an additional horizontal check valve. 36 c. Provide lead-free horizontal check valves in accordance with the Reduction of 37 Lead in Drinking Water Act. 38 14. Service Marker 39 a. 3 inch wide, 5 mil blue vinyl tape 40 2.3 ACCESSORIES [NOT USED] 41 2.4 SOURCE QUALITY CONTROL 42 A. Tests and Inspections 43 1. At the City's option, the manufacturer shall be required to provide certification 44 records showing conformance of materials, design and testing to these 45 Specifications. 46 2. The test procedures shall conform to AWWA C800. CITY OF FORT WORTH 2O19 WSM-A (bead Svcs D-1) STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CPN 102168 Revised June 19, 2013 33 12 10 - 14 WATER SERVICES I ANCH 1-0 2-INCH Page 14 of 17 I a. In the event that a chosen valve fails the City's hydrostatic test, the cost of the 2 test shall be at the expense of the supplier. 3 b. Proof testing of the remainder of the valves shall be at the cost and 4 responsibility of the supplier. 5 c. These tests will be the basis of acceptance or rejection of the remainder of the 6 shipment by the City. 7 3. The City reserves the right to select products at random for testing. The failure of 8 materials to conform to the applicable Specification may result in the rejection of 9 the entire shipment. 10 B. Marking 11 1. Service saddle castings shall be clearly marked by letters and numerals cast thereon 12 showing: 13 a. Manufacturer's name 14 b. Type 15 C. Size of Pipe 16 PART 3 - EXECUTION 17 3.1 INSTALLERS 18 A. A licensed plumber is required for installations on the outlet side of the service meter. 19 3.2 EXAMINATION [NOT USE, 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 3.3 PREPARATION [NOT USED] 3.4 INSTALLATION A. General 1. Install Water Services and appurtenances in accordance with AWWA C800- 2. Install Water Service Lines 5 feet north or cast of center of lot frontage on lots 75 feet or wider, or where shown on Drawings. 3. Install Water Service Lines on lot center line on lots less than 75 feet wide, unless otherwise shown on the Drawings. 4. Install services at a minimum depth of 36 inches below final grade/proposed top of curb, unless otherwise specified in the Contract Documents. 5. Perform leak tests in accordance with Section 33 04 40. 6. Replace existing'/4-inch Service Lines with 1-inch new Service Line, tap, and corporation. 7. Install replaced or relocated services with the service main tap and service line being in line with the service meter, unless otherwise directed by the City. 8. Excavate, embed and backfill trenches in accordance with Section 33 05 10. B. Handling 1. Haul and distribute Service Lines fittings at the project site and handle with care to avoid damage. a. Inspect each segment of Service Line and reject or repair any damaged pipe prior to lowering into the trench. b. Do not handle the pipe in such a way that will damage the pipe. CITY OF FORT WORTH 2O19 WSM-A (Lead Svcs D-1) STANDARD CONSTRUCTION SPECTMATION DOCUMENTS CPN 102168 Revised June 19, 2013 33 t2 10- I5 WATER SERVICES I -INCH TO2-INCH Pate I of 17 1 2. At the close of each operating day: 2 a. Keep the pipe clean and free of debris, dirt, animals and trash — during and after 3 the laying operation. 4 b. Effectively seal the open end of the pipe using a gasketed night cap. 5 C. Service Line Installation 6 1. Service Taps 7 a. Only ductile iron pipe may be directly tapped. 8 b. Install service taps and/or tap assemblies of the specified size as indicated on 9 the Drawings, or as specified by the Engineer. 10 c. Perform taps on a water system that is either uncharged or under pressure. 1 1 d. "Paps consist of: 12 1) For Concrete Pressure Pipe or Steel Pipe 13 a) Standard internal pipe threaded holes in the pipe walls 14 (1) Made during pipe fabrication 15 (2) Provide tapered threaded outlet with nylon sleeved inserts for up to 16 2-inch. 1.7 (3) Provide flange outlet with flange to thread insulator adaptor kits for 18 4-inch and larger taps. 19 2) Other pipe materials 20 a) Bronze service clamp with a sealed, threaded port through which the 21 pipe wall is drilled to complete a service port 22 e. Tap Assemblies 23 1) Consist of corporation stop with iron to copper connection attached to: 24 a) Copper tubing terminating as shown on the City's Standard Detail 25 b) May be required adjacent to gate valves 26 c) Install as shown on the Drawings, or as directed by the Engineer. 27 d) When required, shall be included in the unit price bid for installing gate 28 valve. 29 2) Chlorination and testing purposes 30 a) No separate payment will be made for taps required for testing and 31 chlorination. 32 2. Installation of Water Services 33 a. Install tap and Service Line in accordance with City Details. 34 b. Install meter box in accordance with City Details. 35 1) Adjustment of the Service Line to proper meter placement height shall be 36 considered as part of the Meter Box installation. 37 3. Trenching 38 a. Provide a trench width sufficiently wide to allow for 2 inches of granular 39 embedment on either side of the Service Line. 40 4. Bored Services 41 a. Services shall be bored utilizing a pilot hole having a diameter % inch to 3/ 42 inches larger than the Service Line. 43 5. Arrangement 44 a. Arrange corporation stops, branches, curb stops, meter spuds, meter boxes and 45 other associate appurtenances as shown in the City Detail, and to the approval 46 of the Engineer. 47 6. Service Marker 48 a. When Meter Box is not installed immediately subsequent to service installation: CITY OF FORT WORTH 2O19 WSM-A (Lead Svcs D-1) STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CI'N 102168 Revised June 19, 2013 33 12 10 - 16 WATER SPRVICES l-INCH TO 2-INCII Page 16 of 17 1 l) Mark Curb Stop with a strip of blue vinyl tape fastened to the end of the 2 set -vice and extending through the backfill approximately 6 inches above 3 ground at the Meter Box location. 4 b. Installation of service taps only: 5 1) Attach service marker tape to the corporation stop or plug and extend 6 upward and normal to the main through the backfill at the adjacent trench 7 edge to at least 6 inches above ground to flag the tap location. 8 7. Corporation stops 9 a. Fully open corporation stop prior to backfill. 10 D. Removal of Existing Water Meters 1 1 l . Remove, tag and collect existing Water Service meter for pickup by the City for 12 reconditioning or replacement. 13 2. After installation of the Water Service in the proposed location and receipt of 14 meter from the City inspector, install the meter. 15 3. Reset the arlctcr box as necessary to be flush with existing ground or as otherwise 16 directed by the City. 17 4. All such work on the outlet side of the service meter shall be performed by a 18 licensed plumber. 19 3.5 REPAIR 1 RESTORATION [NOT USED] 20 3.6 RE -INSTALLATION [NOT USED] 21 3.7 )FIELD JORI SITE QUALITY CONTROL 22 A. Field Tests and Inspections 23 1. Check each Water Service installation for leaks and full flow through the curb stop 24 at the time the main is tested in accordance with Section 33 04 40. 25 3.8 SYSTEM STARTUP [NOT USED] 26 3.9 ADJUSTING [NOT USED] 27 3.10 CLEANING [NOT USED] 28 3.11 CLOSEOUT ACTIVITIES [NOT USED] 29 3.12 PROTECTION [NOT USED] 30 3.13 MAINTENANCE [NOT USED] 31 3.14 ATTACHMENTS [NOT USED] 32 END OF SECTION 33 CITY OF PORT WORTH 2O19 WSM-A (Lead Svcs D-I ) STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CPN 102169 Rcviscd June I9. 2013 331210-17 WATER SERVICES I -INCH TO 2-INCII Page 17 of 17 Revision l,og DATE NAME SUMMARY OF CHANGE Added Blue Text for clarification 1.2 A. — Revision to items included in price bid Specification modified to be in accordance with the Reduction of Lead in Drinking 12/20/2012 1). Johnson Water Act — All materials shall be lead free in accordance with this Act. 1.2,A.3 — Water Meter Service Relocate was renamed Water Meter Service Reconnect 1.6.13. —added certification submittals for compliance with regulatory requirements Added the phrase `, including grass' to lines; Part f, 1,2,A.1.c.14, Pattl, 1.2.A.2.c.13, Pail 1, 1.2.A.2.c.13, Part 1.1.2.A.3.c.I f, 2/13/2013 F. Griffin Paitl, 1.2.A.4.c.II Added the phrase 'and replacement' to line Part 1,1.2.A.4.c.7 Revised lines with 'including grass' replacing with excluding grass (seeding. 4/26/2013 F. Griffin sodding or hydromulching paid separately)' Included in Part 1, 1.2, A, 1, c. 14; Part 1, 1.2, A, 2, c, l3; Part 1- 1.27 A, 3, c, 1 1; Part 1. 1,2, A, 4, 2, 11 6/19/2013 D. Johnson 1.2•A.4.c — Addition of private water service appurtenances relocation to being included in the linear fool price ofprivate water services CITY OF FORT WORTH 2O19 WSM-A (Lead Svcs D-1) STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CPN 102169 Revised June 19, 2013 APPENDIX GC-4.01 Availability of Lands: none GC-4.02 Subsurface and Physical Conditions: Pavement Bore Report GC-4.04 Underground Facilities: none GC-4.06 Hazardous Environmental Conditions at Site: none GC-6.06 Minority and Women Owned Business Enterprise Compliance: MBE Good Faith Effort Form MBE Joint Venture Form MBE Prime Contractor Waiver Form MBF Special Instructions Form MBF Subcontractor -Supplier Utilization Form GC-6.07 Wage Rates: Vertical Wage Rate Table GC-6.09 Permits and Utilities: Tree Removal Permit GC-6.24 Nondiscrimination: none GR-0160 00 Product Requirements: Standard Products Table GCo4.01 Availability of Lands THIS PAGE LEFT INTENTIONALLY BLAND CITY OF FORT WORTH Water and Sanitary Sewer Replacement Contract 2014, WSM-C STANDARD CONSTRUCTION SPECIMCATION DOCUMENTS CPN 02384 Revised July 1, 2011 GC-4.02 Subsurface and Physical Conditions THIS PAGE ]LEFT INTENTIONALLY BLANK CITY OF FORT WORTH Water and Sanitary Sewer Replacement Contract 2014, WSM-C STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CPN 02384 Revised July 1, 2011 FORTWORTH. '""'o City of Fort Worth Capital Delivery Division/Soil Lair 8851 Camp Bowie Blvd #300 Fort Worth, TX 76116 Laboratory Test Results for A Street Coring Project 8/20/2019 Project: Lead Services Replacement D1 CPN# 102168 Date Tested: 8/13/2019 --- 8/20/2019 Requested by: Tony Sholola Phone: 817-392-7920 This report presents the results of a street coring project :for (W & SS Replacement Contract WSM-A). Mr. Uday Bangale performed the cores, and subgrade lab tests. Mr. Zelalem Arega reviewed and approved the results. Rogers Avenue (Ben broolc Blvd — 13iddison t) J HOLE # 1 LOCATION: 3440 Rogers Avenue (E/4)) 5.50" HMAC 7.00" Brownish Gray Clayey Sand W/Gravel 4.50" Dark Gray Clay ATTERBURG LIMITS: LL: 58.6 PL: 23.50 PI: 35.10 SHRKG: 19% HOLE # 2 LOCATION: 3440 Rogers Ave (W4) 3..25" HMAC 8.75" Gravel wBrownish Grey Clayey Sand 3.00" Stone w/ Light Gray Clay HOLE # 3 LOCATION: 3309 Rogers Ave (E/4) 10.50" HMAC 5.50" Stone & Gravel w/ Pale Brown Sandy Clay Page 1 of 5 EORTWORING City of Fort Worth Capital Delivery Division/Soil Lab 8851 Camp Bowie Blvd #300 Fort Worth, TX 76116 Phone: 817-392-7920 Lubbock Aiwiee —, (MirpItcrsoii A ve-- Can IiEy St) _ HOLE #4 LOCATION: 2709 Lubbock Ave (E/4) 2.00" HMAC 7.00" Concrete (4900psi) 8.00" Yellowish Brown clay w/Gravel ATTERBURG LIMITS: LL: 39.3 PL: 18.1 PI: 21.2 SHRKG: 12% Hole #5 LOCATION: 2736 Lubbock Ave (W/4) 2.25" HMAC 7.75" Concrete (4690psi) 7.50" Brownish Gray Clay w/Gravel PrIIIC.0can Slrev l - - (Green e_Ave-Paruier Ave) HOLE #6 LOCATION: 35' N of Parmer Ave (N/4) 2.75" HMAC 6.00" Concrete (5704psi) 7.75" Yellowish Brown Clay w/Gravel HOLE #7 LOCATION: 38" E' of Greene Ave (S/4) 2.25" HMAC 7.00" Concrete (5852psi) 6.75" Brownish Grey Clay w/Gravel ATTERBURG LIMITS: LL: 51.2 PL: 21.1 P.I: 30.1 SHRKG: 17% Page 2 of 5 FOR'r WORTH. City of Fort Worth Capital Delivery Division/Soil Lab 8851 Camp Bowie Blvd #300 Fort Worth, TX 76116 Wnbush Avcuue (,Parkhill Dr. — Canley S1.) HOLE #8 LOCATION: 2723 Wabash Ave (E/4) 2.00" HMAC 5.50"Concrete (4371psi) 4.50" Yellowish Brown Clay 6.00" Pale Brown Sandy Clay ATTERBURG LIMITS: LL: 3 LO PL: 18.1 PI: 13.8 SHRKG: 6% HOLE #9 LOCATION: 2613 Wabash Ave (W/4) 3.25" HMAC 6.00" Concrete (7490psi) 7.75" Brown Clay HOLE # 10 LOCATION: 2561 Wabash Ave (E/4) 3.25" HMAC 5.00" Concrete (5516psi) 7.75" Pale Brown Sandy Clay w/Gravel ATTERBURG LIMITS: LL: 28.4 PL: 17.6 PI: 10.8 SHRKG: 5% HOLE 411 LOCATION: 2524 Wabash Ave (W/4) 3.25" HMAC 4.25" Concrete (5571 psi) 3.50" Brown Sandy Clay w/Gravel 5.00" Pale Brown Clay w/Gravel & Stone ATTERBURG LIMITS: LL: 36.6 PL: 10.6 PI: 20.0 SHRKG: 10% HOLE # 12 LOCATION: 2505 Wabash Ave (E/4) 2.75" HMAC 4.50" Concrete (4538psi) 3.75" Brown Sandy Clay w/Gravel. & Stone 4.00" Stone Phone: 817-392-7920 Page 3 of 5 FORTWORTHO City of Fort Worth Capital Delivery Division/Soil Lab Phone: 817-392-7920 8851 Can-ip Bowie Blvd #300 Fort Worth, TX 76116 — — � IVIei'iclfi AWrRue— (Mi!Pbersou Ave -- Bor, ie xr) HOLE # 13 LOCATION: 82'N' OF W. Bowie St (El4) 3.00" HMAC 6.00" Concrete (3517psi) 6.00" Yellowish Brown Sandy Clay w/Grave] & Stone ATTERBURG LIMITS: LL: 38.95 PL: 18.35 PI: 20.6 SHRKG: 12% HOLE# 14 LOCATION: 66'S OF W. Lowden St (W/4) 2.50" HMAC 6.50" Concrete (5298psi) 6.50" Gravel w/Stone & Brown Sanely Clay HOLE# 15 LOCATION: 165'N OF W. Lowden St. 2.00" HMAC 5.00" Concrete (4247psi) 9.00" Brown Sandy Clay w/Gravel & Stone 4.50" Brown Clay w/Gravel ATTERBURG LIMITS: LL: 43.7 PL: 19.9 PI: 23.8 SHRKG: 13% HOLE# 16 LOCATION: 59' S OF W. Cantey St (W/4) 2.75" HMAC 5.25" Concrete (5489psi) 5.50" Brown Sandy Clay w/Gravel HOLE#17 LOCATION: 2727 Merida Ave (E/4) 2.25" HMAC 5.75" Concrete (6170psi) 8.00" Brown Clay w/Gravel ATTERBURG LIMITS: LL: 46.9 PL: 20.7 PI: 26.2 SHRKG: 16% Page 4 of 5 FORT WORTH. City of Fort Worth Capital Delivery Division/SoiI Lab 8851 Camp Bowie Blvd 9300 Fort Worth, TX 76116 HOILE# 18 LOCATION: 2702 Merida Ave (W/4) 2.25" HMAC 5.50" Concrete (3318psi) 8.25" Stone w/Gravel & Yellowish Brown Sandy Cl Phone: 817-392-7920 Page 5 of 5 nflprOrh GLOBE Engineers, Inc. Geotechnical ® Environmental ®Materials Testing LABORATORY RESULTS FOR PAVEMENT CORING AND PLASTICITY INDEX ANALYSIS February 6, 2020 Zelalem Arega. PhD, PE, PMP City of Fort Worth 8851 Camp Bowie West Blvd Fort Worth, TX 76116 STREET CORING SERVICES McPherson Ave & Lameso Place City of Fort Worth, TX Project No. 203002-02 This report presents the results of the Street Coring Services for two streets listed below. Each core includes the approximate depth of pavement plus approximately 8 inches of subgrade. Subgrade has been identified with soil classifications and tested for plasticity index and analysis if applicable. StrRal Lorak oi% hnuls Sv-eer Length Number ai (LF) Currs McPherson Ave Lubbock to Sandage Ave 618 2 Lamesa Place I Rogers Ave to Benbrook Blvd 1 825 1 2 We appreciate the opportunity to be of assistance on this project. Please feel free to contact us if you have any questions or if we can be of further service. Sincerely, Globe Engineers, Inc. Firm Registration No. F-4042 i r�° t. •v . Fay Saremi, PE, PMP Principal/ Senior Engineering Manager 7524 Sand Street, Fort Worth, TX 76118 * O17icc: (817) 284- 5151 ® Fax: (817) 284-5154 -- Globe Project NO 203002 --- Page 1 Sri GLOBE Engineers, Inc. Geotechnical ® Environmental *Materials Testing LABORATORY RESULTS FOR PAVEMENT CORING AND PLASTICITY INDEX ANALYSIS McPherson Ave From, Lubbock Ave. To: Sandagt= Avg, Street Length: 618 ft Coring Intervairt 3000 No of Cares: 2 Coring No. 94' on McPherson From Lubbock Ave (EB) Location: Strata from Subgrade: 7" Asphalt 2" Gravel 10" Olive Gray CLAYFY SAND (SC) Atterberg Limits LL: 28.6 PL: 19.2 PI: 9.4 Location: 150' on McPherson from Sandage Ave (WB) Strata from Subgrade: 7" Asphalt 2" Gravel 10" Brownish Orange CLAYEY SAND with Small Gravel (SC) Atterberg Limits LL: 25.2 PL: 19.5 PI: 5.7 I+IYifl�yiw• w+Y"��,i � l� T• 1 I�:TITI]r=Y J►1+F fi a R'rl tin.. +Frl ��r ..rC> r� �f e rllL..iw+ Ar IJh 1 -.{ XrIF�f►•�r.iF4 x - - Spy:+� �. L�'�i*71'Ii+ilul.+Flu '- 7524 Sand Street, Fort Worth, TX 76118 ♦ Office: (817) 284- 5151 * Fax: (817) 284-5154 Globe Project NO 203002 -- Page 2 Q' GLOBE Engineers, Inc. Geotechnical ♦ Environmental *Materials Testing LABORATORY RESULTS FOR PAVEMENT CORING AND PLASTICITY INDEX ANALYSIS Lamesa Place Frarn. Rogers Ave, To: Benbrook Blvd. Street Length: 825 ft Coring Interval: 300' No of Cores: 2 Coring No- 1 Location: 210' EB of Lamesa PI From Benbrook Blvd (3212 Lamesa Pl) 2" Asphalt Strata from Subgrade: 10" Gravel 13" Dark Brown SANDY CLAY (CL) Atterberg Limits LL: 36.2 PL: 18.4 PI: 17.8 F(-Qrirlg No. 2 215' WB Lamesa PI from Rogers Ave. (3116 Lamesa PI) Location: 2" Asphalt Strata from Subgrade: 16" Gravel No Soil Atterberg Limits L.L: -- PL: -- PI: -- hnuLiuPk &-.W T �I Ijajipml!�l'a1N 7524 Sand Street, Fort Worth, "1'X 76118 ♦Office: (817) 284- 5151 *Fax: (817) 284-5154 ---- Globe Project NO 203002 Page 3 rtr4 i oro GLOBE Engineers, Inc. GBOtOGhnical * Environmental *Materials Testing LABORATORY RESULTS FOR PAVEMENT CORING AND PLASTICITY INDEX ANALYSIS February 14, 2020 Project No. 203002-04 CPN 102168 ,Zelalem Arega. PhD, PE, PMP City of Fort Worth 8851 Camp Bowie West Blvd Fort Worth, TX 76116 STREET CORING SERVICES BOWIE STREET From Merida Ave. to Sandoge Ave. Fort Worth, TX This report presents the results of the Street Coring Services for street listed below. Each core includes the approximate depth of pavement plus approximately 8 inches of subgrade. Subgrade has been identified with soil classifications and tested for plasticity index and analysis if applicable. Street Loca[ion LlrnjtS Sbvel LFagrb (LF) Ntiraber of Cares Bowie St Merida Ave. to Sandage Ave. 600 1 We appreciate the opportunity to be of assistance on this project. Please feel free to contact us if you have any questions or if we can be of further service. Sincerely, Globe Engineers, Inc. Firm Registration No. F 4042 Fay Saremi, PE, PMP Principal/ Senior Engineering Manager 7524 Sand Streel, Fort Worth, TX 76118 ♦ Office: (817) 284- 5151 * Fax: (817) 284-5154 -- Globe Project NO 203002-3 --- Page I rF��l GLOBE Engineers, Inc. Geotechnical 0 Environmental ®Materials Testing LABORATORY RESULTS FOR PAVEMENT CORING AND PLASTICITY INDEX ANALYSIS From; 1efida Ave. Street Length: 200 ft Coririg No. Location: Bowie Street Caring Interval: a00' 1 Bowie St -- 80' from Merida Ave. 2 Y2" Asphalt Strata from Subgrade: 10" Concrete 74" Tannish Brown and Orange SILTY CLAY (CL) Atterberg Limits LL:40.5 PL:20.3 Pl:20.2 v � 004yr:-ST Try; Sari dage Ave, No of Cares: 1 7524 sand street, Fort worth, Tx 76118 ♦ Orrice: (817) 284- 5151 ♦ Fax: (817) 284-5154 -- Globe Project NO 203002-3 Page 2 ti GC®4.04 Underground Facilities THIS ]PAGE ]LEFT INTENTIONALLY LY BLANK CITY OF FORT WORTH Water and Sanitary Sewer Replacement Contract 2014, WSM-C STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CPN 02384 Revised July 1, 2011 GC-4.06 Hazardous Environmental Condition at Site THIS PAGE LEFT INTENTIONALLY BLANK C11'Y OF FORT WORTH Water and Sanitary Sewer Replacement Contract 2014, WSM-C STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CPN 02384 Revised July 1, 2011 GC-6o06.I) Minority and Women Owned business Enterprise Compliance THIS PAGE LEFT INTENTIONALLY BLANK CITY OF PORT WORTII Water and Sanitary Sewer Replacement Contract 2014, WSM-C STANDARD CONSTRUCTION SPECIFICATION OOCUMFNTS CPN 02394 Revised July 1, 2011 FORT WORTH " 'y City of Fort Worth Minority Business Enterprise Specifications SPECIAL INSTRUCTIONS FOR OFFERORS APPLICATION OF POLICY If 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. The City's MBE goal on this project is7 7 % of the base bid value of the contract. Note: If tooth MBE and SBE subcontracting goals are established for this project, then an Offeror roust 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 Purchasing Division. within the following times allocated, in order for the entire bid to be concirtpred rpsnonsive to the so CI:mot ons, -r ie [offeror. s?gall dt3l.iv¢r the MBE documga iazion In person In lhp. apprnpriale rmn prnyee M the rarVhasirig rlMion artd obtain a dale+lim feces.01. Such racei[rt shF:;t be 1_.,'1.1.=r1c:k- 11111 IhN (itV n :.cikrr.ri II'.i: rlr,,c;wrti,f;rrla[Inr ir, Ine ti1,io Allocmed- A boxed andlor ernailed copy will not be acc<-pted 1. Subcontractor Utilization Form, if goal is received no later than 2:00 p.m., on the second City business day met or exceeded: after the bid opening date, exclusive of the bid openin date. 2. Good Faith Effort and Subcontractor received no later than 2:00 p.m., on the second City business day Utilization Form, if participation is less than after the bid opening date, exclusive of the bid opening date. statedgoal: 3. Good Faith Effort and Subcontractor received no later than 2:00 p.m., on the second City business day Utilization Form, if no MBE participation: after the bid opening date, exclusive of the bid o enin date. 4. Prime Contractor Waiver Form, if you will received no later than 2:00 p.m., on the second City business day perform all subcontractin /su lier work: after the bid opening date, exclusive of the bid opening date. 5. Joint Venture Form, if goal is met or received no later than 2:00 p.m., on the second City business day exceeded; after the bid o enin 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 Rev.5/15/19 Phone: (817) 392-2674 ARTWORTH City of Fort Worth ®Price of Business Diversity MBE Subcontractors/Suppliers Utilization Form OFFEROR COMPANY NAME: Gra-Tex Utilities, Inc. Water and Sanitary Sewer Replacement Contract 2019 WSM-A (Lead Svcs D-1) 7 % corn 97 % ATTACHMENT 1A Page 1 of 4 Check applicable box to describe Offeror's Certification MM DBE .� NON-MM1JDE3E Oust 6, 2020 CPN 102168 Identify all subcontractors/suppliers you will use on this project Failure to complete this form in its entirety with requesLed documentation, and received by the Purchasing Division no later than 2.00 p.m. can the second City business day after bid opening, exclusive of bid opening date, will result in the bid being considered non -responsive to bld specifications - The undersigned Offeror agrees to enter into a formal agreement with the MBE firm(s) listed in this utilization schedule, canditionod upon execution of a contract w1th tine City of Fort Worth. The intentional and/or knowing misrepresentation of facts is grounds for consideratlor, of disqualification and will result in the bid being considered non -responsive ID bid specifications, MBEs listed toward meeting the project goal must be located in the six (6) county marketplace at the time of bid or the business has a Significant Business Presence in the Marketplace. Marketplace is the geographic area of Tarrant Dallas Denton Johnson Parker and Wise counties. Prifne contractors must ideritify by tler level of ail su bcontimi lvrY/suppliers. Tier: means the level of subconlracting below the prIme, contractorfcorisu!+ant i,e. a direct payment from the prime czntractor to a subcontractor is considered 1" tier, a payment by a subcontractor to Its supplier is considered 2nd filer. The prime contractor Is responslbte to pmvide proof of payment of all tiered subcontractors identified as a MBE and counting those dollars towards meeting the -contract committed goal. ALL MBEs MUST BE CERTIFIED BEFORE CONTRACT AWARD - Certification means those firms, located within the Marketplace, that have been determined to be a bonafide minority business enterprise by the North Central Texas Regional Certification Agency (NCTRCA) and the Dallas/Fort Worth Minority Supplier Development Council (DIFW MSDC). If hauling services are utilized, the Offeror will be given credit as long as the MBE listed owns and OP erates at least one fully licensed and operational truck to be used on the contract. The MBE may lease trucks from another MBE firm, including MBE owner -operated, and receive full MBE credit. The MBE may lease trucks from non -MBEs, including owner -operated, but will only receive credit for the fees and commissions earned by the MBE as outlined in the lease agreement. Rev 213119 ,.oRTWORm '+ ATTACHMENT 1A Page 2 of 4 Offerors are required to identify ALL subcontractors/suppliers, regardless of status, i.e., Minority and non -MBEs. MBE firms are to be listed first, use additional sheets if necessary. Please note that only certified MBEs will he counted to meet an MBE goal. N SUBCONTRACTOR/SUPPLIER ° Company Name T M W n Detail Detail Address i B B Subcontracting Supplies Dollar Amount TelephonelFax e E E M Work Purchased Email r B Contact Person E Zamora Construction P.O. Box 10396 River Oaks, TX 76114 All concrete flat work, The will provide all Lupe Zamora Cell: 817-759-0063 Curb & Gutters, Valley Gutters & Driveways. materials for their portion of work. E-mail: $464,422.63 Lupe@zamoraconstruction.com JLB Contracting, LLC _ W P.O. Box 24131 Fort Worth, TX 76124 The will provide all Sam Davis . Sub -Grade Treatment materials for their Cell: (817) 538-2631 and Asphalt Paving portion of work. E-mail: $453,582.43 samuel.davis@texasbit.com Texas Water Products 5825 Berry Street, FW, TX 76119 Ray Hamann II Water and Sewer Phone: 817-654-2006 E-mail: 17P Materials raytex@texaswaterproducts.com I 1 $340,000.00 NEW ■-I �1 1K Rev. 5115119 FORT WORTIi ATTACHMENT 1A Page 3 of 4 Offerors are required to identify ALL subcontractorsisuppliers, regardless of status; i.e., Minority and nan-1\413E& MBE firms are to be listed first, use additional sheets if necessary. Please note that only certified MBEs will be counted to meet an MBE goal. SUBCONTRACTORISUPPLIER ° Company Name T M W n Detail Detail Address i B B Subcontracting Supplies Telephone/Fax e E E M Works Purchased Email r is Contact Person E "Emm not-----U Dollar Amount Rev, 5/15119 FORT WORTH Total Dollar Amount of MBE Subcontractors/Suppliers Is $464,422.63 Total Dollar Amount of Non -MBE Subcontractors/Suppliers is $793,582.43 ATTACHMENT IA Page 4 of 4 TOTAL DOLLAR AMOUNT OF ALL SUBCONTRACTORSISUPPLIERS I $ $1,258 005 O6 The Offeror wilt not make additions, deletions, or substitutions to this certified list without the prior approval of the/ Office of Business Divr rsity through the submittal of a Request for Approval of Change/Addition form. Any unjustified change or deletion shalf he a rnaterini preach of contract and may result in debarment ini accord with the procedures outlined in the ordinance. The Offeror shall submit a detailed explanation of how the requested changeladdition or deletion will affect the committed MBE goal. If the detail explanation is' not submitted, it will affect the final compliance determination. By affixing a signature to this form, the Offeror further agrees to provide, directly to the City upon request, complete and accurate information regarding actual work performed by all subcontractors, including MRF(s) and any special arrangements with MBEs. The Offeror also agrees to allow an audit and/or examination of any books, records and files held by their company. The 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 MBE(s) 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 the contract and may result in a determination of an irresponsible Offeror and debarment from participating in City work for a period of time not less than one (1) year. fbrMdd Signature stimator Gra-Tex Utilities, Inc. Company Name F.O. Box 700 Address Arlington, TX 76004 Citylstatelzip Office of Business Diversity Email: mwbeoffice@fonworthtexas.gov Phone: (817) 392-2674 Printed Signature (Same) Contact NamelTitle (if different) (817) 822-7140 Telephone andfor Fax gratex@sbcglobal.net E-mail Address 8/7!2020 Date Rev. 5115119 FORT WORTH City of Fort Worth Minority Business Enterprise Specifications Prime Contractor Waiver Form ATTACHMENT1B Page 1 of 1 OFFEROR COMPANY NAME: ! Check applicable box to describe offeror's PROJECT NAME: i I MIW/DBE I I NON-M/W/DBE Water and Sanitary Sewer Replacement Contract 2019 WSM-A (Lead Svcs 13-1 BID DATE 08.06.2020 City's MBE Project Goal: Offeror's MBE Project Commitment: PROJECT NUMBER 7 % ova CPN 102168 If both answers to this form are YES, do not complete ATTACHMENT I (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 entirely and be received by the Purchasing Oivisifln no later than 2:00 p.rn,,on the Saturn City business day after bid opening. exclusfve of the bid opening date, will result in the bid being considered non -responsive to bid spoeifications_ 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 project, this is your normal business practice and provide an operational profile of your business. NO _ 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 project, this is your normal business practice and provide an inventory profile of your business. NO The Offeror further agrees to provide, directly to the City upon request, complete and accurate information regarding actual work performed by all subcontractors, including MBE(s) on this contract, the payment thereof and any proposed changes to the original MBE(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 MBEs 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 participating in City work for a period of time not less than one (1) year. Authorized Signature Title Company Name Address CitylState/Zip Office of Business Diversity Email: mwbeofrice@fortworthtexas.gov Phone: (817) 392-2674 Printed Signature Contact Name (if different) Phone Number Fax Number Email Address Date Rev. 5115119 FORT WORTH City of Fort Worth Minority Business Enterprise MBE Good Faith Effort Form OFFEROR COMPANY NAME: PROJECT Water and Sanitary Sewer Replacements Contract 2019 WSM-A (Lead Svcs D-1 City's MBE Project Goal: I Offeror's 7 % ATTACHMENT 1C Page 1 of 4 Check applicable box to describe Offeror's Certification MIW/DBE I I NON-M/WIDBF BID DATE 08.06.2020 PROJECT NUMBER Cy,r liram M-1. If tt a Offeror did not reel or oxcead the MOE subcontracting beat For this profat;t, the Offeror rAwA complete this form. If the Offeror's method of compliance with the i111BE goal is based upon demonstration of a "good faith effort", the Offeror will have the burden of correctly and accurately preparing and submitting the documentation required by the City. Compliance with each item, 1 thru 11 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 Offeror. Failure to complete this farm, in its entirety with supporling documentation, and received by lhl Purchasing Division no later than 2.00 p.m. on the'second City busJness day after bid opening, exclusives of bid opening date. will result in the bid being considered non -responsive to bid sp$cificatiDns_ 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 MBE or non -MBE. LO NOT LIST NAMES OF FIRMS On all projects, the Offeror must list each subcontracting and or supplier opportunity regardless of tier. (use aaamonaf sneers, it necessary) List of Subcontracting Opportunities I List of Supplier Opportunities Rev. 5115119 ATTACHMENT 1C Page 2 of 4 2.) Obtain a current (not more than two (2) months old from the bid open date) list of MBE subcontractors and/or suppliers from the City's Office of Business Diversity. Yes Date of Listing ❑ No 3.) Did you solicit bids from MBE firms, within the subcontracting and/or supplier areas previously listed, at least ten calendar days prior to bid opening by mail, exclusive of the day the bids are opened? ❑ Yes (If yes, attach MBE mail listing to include name of firm and address and a dated copy of letter mailed.) ❑ No 4.) Did you solicit bids from MBE 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 MBE firm, person contacted, phone number and date and time of contact.) ❑ No 5.) Did you solicit bids from MBE firms, within the subcontracting and/or supplier areas previously listed, at least ten calendar days prior to bid opening by facsimile (fax), exclusive of the day the bids are opened? ❑ Yes (If yes, attach list to include name of MBE 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 GFE non -responsive.) ❑ No 6.) Did you solicit bids from MBE 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 MBE 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" documentation may No render the GFE non -responsive.) ❑ NOTE: The four methods identi#led above are acceptable for solfchiing bids, and each selected methad must be applied to the applicable contract. The Offeror must docamenj that eifhol, at least two attempts %fare made using two of the four methods or that at least one successful contact was made using one *f the four methcds in order to +:teemed responsive io the Good Faith Effort requirement. NOTE, The Offeror must contarf the entire MBE list specific to each subcontracting and supplie opportunity to be in cum piiance with questions 3 thru 6. 7.) Did you provide plans and specifications to potential MBEs? ❑ Yes ❑ No 8.) Did you provide the information regarding the location of plans and specifications in order to assist the MBEs? ❑ Yes ❑ No Rev. 5115119 ATTACHMENT 1C Page 3 of 4 9.) Did you prepare a quotation for the MBEs to bid on goods/services specific to their skill set? ❑ Yes (If yes, attach all copies of quotations.) ❑ No 10.) Was the contact information on any of the listings not valid? (If yes, attach the information that was not valid in order for the Office of Business Diversity to address ❑ Yes the corrections needed.) No 11.)Submit documentation if MBE quotes were rejected. The documentation submitted should be in the forms of an affidavit, include a detailed explanation of why the MBE was rejected and any supporting documentation the Offeror wishes to be considered by the City. In the event of a bona fide dispute concerning quotes, the 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 MBE participation on this project. The 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 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. 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 shall create a material breach of contract and may result in a determination of an irresponsible Offeror and debarment from participating in City work for a period of time not less than one (1) year. Rev. 5/15119 ATTACHMENT 1C Page 4 of 4 The undersigned certifies that the information provided and the MBEs) listed was/were contacted in good faith. It is understood that any MBEs) listed in Attachment 1 C will be contacted and the reasons for not using them will be verified by the City's Office of Business Diversity. Authorized Signature Title Company Name Address City/State/Zip Office of Business Diversity Email: mwbeoffice@fortworthtexas.gov Phone: (817) 392-2674 Printed Signature Contact Name and Title (if different) Phone Number Fax Number Email Address Date Rev. 5115119 FORT WORTH CITY OF FORT WORTH MBE Joint Venture Eligibility Form All questions must be answered; use "MA "if not applicable. Name of City project: Water & Sanitary Sewer Replacement Contract 2019, WSM-A (Lead Svcs D-1) A joint venture form must be completed on each project RIP/Bid/Project Number: CPN 102168 L Joint venture information: Joint Venture Page 1 of 3 Joint Venture Name: Joint Venture Address: (IJ'applicnble) Telephone: Facsimile: E-mail Cellular: identify the fines 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 pint venture M13E firm name: Non -MBE firm name. Business Address: Business Address: City, Statc, Zil): City, State, Zilr Tcicphonc E-mail Telephone E-mail Cellular Facsimile Cellular Facsimile Certification Status: Name of Certifying Agency: 2. Scope of work performed by the Joint Venture: Describe the scope of work of the MBE: Describe the scope of work of the non -MBE: Rev. 5115119 Joint Venture Page 2of3 3. What is the percentage of MBE 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 nor complete if this information is descr•ihed in joint venture agreement) Profit and loss sharing: Capital contributions, including equipment: Other applicable ownership interests: b. Identify by name, race, sex and firm those individuals (with titles) who are responsible for the day-to-day management and decision maldng 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 Office of Business Diversity will review your joint venture submission and will have final approval of the MBE 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 Office of Business Diversity immediately for approval. 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 City's BDE Ordinance. Rev. 5115119 Joint Venture Page 3 of 3 AFFIDAVIT The undersigned affirns 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 deerned 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 lv1BE firm Name of non -MBE firm Printed Name of Owncr Printed Name of Owner Signature of Owncr Signature of Owner Printed Name of Owner Printed Name of Owncr Signature ofOwncr Signature of Owncr Title Title Datc Date State of Notarization 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@fortwortlitexas.gov fortworthtexas.gov Phone: (817) 392-2674 Rev. 5/15119 GC-6.07 Wage Rates THIS PAGE ]LEFT INTENTIONALLY BLANK CITY OF FORT WORTH Water and Sanitary Sewer Replacement Contract 2014, WSM-C STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CPN 02384 Revised July 1, 2011 8/28/2019 "General Decision Number: TX20190026 04/12/2019 Superseded General Decision Number: TX20180036 State: Texas Construction Type: Heavy Counties: Johnson, Parker and Tarrant Counties in Texas. Heavy Construction Projects (Including Water and Sewer Lines) Note: Under Executive Order (EO) 13658, an hourly minimum wage of $10.60 for calendar year 2019 applies t❑ all contracts subject to the Davis -Bacon Act for which the contract is awarded (and any solicitation was issued) on or after January 1, 2015. if this contract is covered by the ED, the contractor must pay all workers in any classification listed on this wage determination at least $10.60 per hour (or the applicable wage rate listed on this wage determination, if it is higher) for all hours spent performing on the contract in calendar year 2019_ If this contract is covered by the EO and a classification considered necessary for performance of work on the contract does not appear on this wage determination, the contractor must pay workers in that classification at least the wage rate determined through the conformance process set forth in 29 CFR 5.5(a)(1)(ii) (or the ED minimum wage rate,if it is higher than the conformed wage rate). The ED minimum wage rate will be adjusted annually. Please note that this ED applies to the above -mentioned types of contracts entered into by the federal government that are subject to the Davis -Bacon Act itself, but it does not apply to contracts subject only to the Davis -Bacon Related Acts, including those set forth at 29 CFR 5.1(a)(2)-(60). Additional information on contractor requirements and worker protections under the EO is available at www.dol.gov/whd/govcontracts. beta.SANtgov kttps://beta.sam.gov/wage-determination/TX20190026/1/document 1/7 8/28/2019 beta.SAM.gov Modification Number Publication Date 0 01/04/2019 1 04/12/2019 * PLUM0146-002 11/01/2018 Rates Fringes PLUMBER/PIPEFITTER...............$ 31.08 9.45 ---------------------------------------------------------------- SUTX1990-041 06/01/1990 Rates CARPENTER ........................$ 10.40 Concrete Finisher ..... ........... $ 9.81 ELECTRICIAN ......................$ 13.26 Form Setter ......................$ 7.86 Laborers: Common ......................$ 7.25 Utility .....................$ 8.09 PAINTER ..........................$ 10.89 Pipelayer........................$ 8.43 Power equipment operators: Backhoe.....................$ 11.89 Bulldozer ...... ............. $ 10.76 Crane .......................$ 13.16 Front End Loader............$ 10.54 Mechanic ....................$ 10.93 Scraper .....................$ 10.00 Reinforcing Steel Setter ......... $ 10.64 Fringes $3.64 3.30 3.30 https://beta.sarn.gov/wage-determination/TX20190026/l/document 2/7 8/28/2019 TRUCK DRIVER... ........ ... $ 7.34 WELDERS - Receive rate prescribed for craft performing operation to which welding is incidental. Note: Executive Order (EO) 13706, Establishing Paid Sick Leave for Federal Contractors applies to all contracts subject to the Davis -Bacon Act for which the contract is awarded (and any solicitation was issued) on or after 3anuary 1, 2077. If this contract is covered by the ED, the contractor must provide employees with 1 hour of paid sick leave for every 30 hours they work, up to 56 hours of paid sick leave each year. Employees must be permitted to use paid sick leave for their own illness, injury or other health -related needs, including preventive care; to assist a family member (or person who is like family to the employee) who is ill, injured, or has other health -related needs, including preventive care; or for reasons resulting from, or to assist a family member (or person who is like family to the employee) who is a victim of, domestic violence, sexual assault, or stalking. Additional information on contractor requirements and worker protections under the EO is available at www,dol.gov/whd/povcontracts. Unlisted classifications needed for work not included within the scope of the classifications listed may be added after award only as provided in the labor standards contract clauses (29CFR 5.5 (a) (1) (ii)). The body of each wage determination lists the classification and wage rates that have been found to be prevailing for the cited type(s) of construction in the area covered by the wage determination. The classifications are listed in alphabetical order of ""identifiers"" that indicate whether the particular rate is a union rate (current union negotiated rate for local), beta.SAM.gov https://beta.sam.gov/wage-deteruninati orL/TX20190026/1 /document 3/7 8/29/2019 beta.SAM.gov a survey rate (weighted average rate) or a union average rate (weighted union average rate). Union Rate Identifiers A four letter classification abbreviation identifier enclosed in dotted lines beginning with characters other than ""SU"" or ""UAVG"" denotes that the union classification and rate were prevailing for that classification in the survey, Example: PLUM0199-005 07/01/2014. PLUM is an abbreviation identifier of the union which prevailed in the survey for this classification, which in this example would be Plumbers. 0198 indicates the local union number or district council number where applicable, i.e., Plumbers Local 0198. The next number, 005 in the example, is an internal number used in processing the wage determination. 07/01/2014 is the effective date of the most current negotiated rate, which in this example is July 1, 2C14. Union prevailing wage rates are updated to reflect all rate changes in the collective bargaining agreement (CBA) governing this classification and rate. Survey Rate Identifiers Classifications listed under the ""SU"" identifier indicate that no one rate prevailed for this classification in the survey and the published rate is derived by computing a weighted average rate based on all the rates reported in the survey for that classification. As this weighted average rate includes all rates reported in the survey, it may include both union and non -union rates. Example: SULA2012-007 5/13/2014. SU indicates the rates are survey rates based on a weighted average calculation of rates and are not majority rates. LA indicates the State of Louisiana. 2012 is the year of survey on which these classifications and rates are based. The next number, 007 in the example, is an internal number used in producing the wage determination, 5/13/2014 indicates the survey completion date for the classifications and rates under that identifier. Survey wage rates are not updated and remain in effect until a https://beta.sam.gov/wage-determinatior/TX20190026/1 /document 4/7 8/28/2019 new survey is conducted. Union Average Rate Identifiers Classification(s) listed under the UAVG identifier indicate that no single majority rate prevailed for those classifications; however, 100% of the data reported for the classifications was union data. EXAMPLE: UAVG-OH-0010 08/29/2014. UAVG indicates that the rate is a weighted union average rate_ OH indicates the state. The next number, 0010 in the example, is an internal number used in producing the wage determination. 08/29/2014 indicates the survey completion date for the classifications and rates under that identifier. A UAVG rate will be updated once a year, usually in January of each year, to reflect a weighted average of the current negotiated/CBA rate of the union locals from which the rate is based. WAGE DETERMINATION APPEALS PROCESS 1.) Has there been an initial decision in the matter? This can be * an existing published wage determination * a survey underlying a wage determination a Wage and Hour Division letter setting forth a position on a wage determination matter * a conformance (additional classification and rate) ruling On survey related matters, initial contact, including requests for summaries of surveys, should be with the Wage and Hour Regional Office far the area in which the survey was conducted because those Regional Offices have responsibility for the Davis -Bacon survey program. If the response from this initial contact is not satisfactory, then the process described in 2.) and 3.) should be followed. beta.SAM.gov https://beta.5am.gov/wage-determination/TX20190026/1 /document 5/7 8/28/2019 beta.SAM.gov With regard to any other matter not yet ripe for the formal process described here, initial contact should be with the Branch of Construction Wage Determinations. Write to: Branch of Construction Wage Oetermirations Wage and Hour Division U.S. Department of Labor 200 Constitution Avenue, N.W. Washington, DC 20210 2.) If the answer to the question in 1.) is yes, then an interested party (those affected by the action) can request review and reconsideration from the Wage and Hour Administrator (See 29 (FR Part 1.8 and 29 CFR Part 7)_ Write to: Wage and Hour Administrator U.S. Department of Labor 200 Constitution Avenue, N.W. Washington, DC 20210 The request should be accompanied by a full statement o-F the interested party's position and by any information (wage payment data, project description, area practice material, etc.) that the requestor considers relevant to the issue. 3.) if the decision of the Administrator is not favorable, an interested party may appeal directly to the Administrative Review Board (formerly the Wage Appeals Board). Write to: Administrative Review Board U.S. Department of Labor 200 Constitution Avenue, N.W. Washington, DC 20210 4.) All decisions by the Administrative Review Board are final. END OF GENERAL DECISION" https://beta.sam.gov/wage-c}eterminaticn/TX20190026/1/document 6/7 8/28/2019 beta.SAM.gov https://beta.sam.gov/wage-determination[TX20190026/1 /document 717 GC-6.09 Permits and Utilities THIS PAGE LEFT INTENTIONALLY BLANK CITY OF FORT WORTH Water and Sanitary Sewer Replacement Contract 2014, WSM-C STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CPN 02384 Revised July I, 2011 FORTWORTH, June 29, 2020 Mr. Suby Varughese City of Fort Worth, Water Department 200 Texas St Fort Worth, TX 76102 Sent via email: sliby.varughese@fortworthtexas.gov Dear Mr. Varughese, This letter permits you and/or your representative to remove all trees in the alley from the alley located between the 2700 block of Sa.ndage Ave and the 2700 block of Merida Ave, per the attached plans. There is no mitigation requirement since the area in question is an alley - The following trees are prohibited on city parkways: Ash Hackberry Siberian elm Willow Bradford pear Mimosa Silver maple Cottonwood Mulberry Sycamore You are responsible for making sure the removal and/or planting does not violate any private deed restrictions for your neighborhood, or procuring any additional approval needed from any PID, TIF or Design Review Board that may govern in your area. If I can be of any further assistance please contact me at 817 392 5738. Sincerely, . +A Craig Fox, Acting City Forester Park & Recreation Department c: file PARK & RECREATION DEPARTMENT City of Fort Worth, 4200 South Freeway, Suite 2200, Fort Worth Texas, 76115-1499 (817)-392-5700(PARK) Fax (817)-392--5724 47E9Z'X (1-U S3OIA83S UV3I) V-WSM 6LOZ lOVHiNOO.LNAV 3OV-ld321 a3M3S.121V.LMs V i1 iw cs _ U)LU U I x II I. { I i 15Ill Zn W O d - - �' U III N-2-, Q4wgam p s �44': 1114r IY I III` I' 16 � a Lw c�i) r�L)O K ?w 6- ¢�'' F �_ _ •b- II II1'r-l'I;��! a } U-ik- �- _ ' 2 o ice- 1 r S - ' W Q m o > �Co _<��x< Z m I IMUll.u,'�wn,f I�gHd5V1 �lAb NUS21�11¢JW 3 W 1 lip h r 0 R l [ I orc �a I r LMb21.H9'1 WAd 1lVNdSVI .�QH-Al31N77M r �,'*a slaa rlFi I. / 11 ya ` -- n I I=1 I I 4�1W Y fF17LLrUd mri ' e I o-ory eel dwln it Ni n] 8 I I 1 i I J { } I I I I i I 0 a rr� r tier 'I• v -- �.trr .Irl I YI�Y� Ny JI 4Jilp yr'IW.i11 i?}�yll� '•,lm ruafi sn,wlil ¢GC-6.24 Nondiscrimination THIS PAGE ]LEFT INTENTIONALLY BLANK CITY OF FORT WORTH Water and Sanitary Sewer Replacement Contract 2014, WSM-C STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CPN 02384 Revised July 1, 2011 GIB-01 60 00 Product Requirements THIS PAGE LEFT INTENTIONALLY BLANK CITY OF FORT WORTH Water and Sanitary Sewer Replacement Contract 2014, WSM-C STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CPN 02384 Revised July 1, 2011 FORT WORTH. �J 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 1.1. Pipes/Ductile Iron ................................................................................. 11 12. Utility Line Marker............................................................................... 12 B. Sewer 13. Coatings/Epoxy..................................................................................... 1.3 14. Coatings/Polyurethane.......................................................................... 14 15. Combination Air Valves ...................................................................... 1.5 16. Pipes/Concrete...................................................................................... 16 17. Pipe Enlargement System (Method) ...................... l S. Pipes/Fiberglass Reinforced Pipe .......................... 19. Pipes/HDPE........................................................... 20. Pipes/PVC (Pressure Sewer) .................................. 21. Pipes/PVC*............................................................ 22. Pipes/Rehab/C1PP.................................................. 23. PipesMehab/Fol.d & Form ..................................... 24. Pipes/Open Profile Large Diameter ....................... C. Water 25. Appurtenances.................................................................. 26. Bolts, Nuts, and Gaskets .................................................. 27. Combination Air Release Valve ...................................... 28. Dry Barrel Fire Hydrants ................................................. 29. Meters ............................................................................. 30. Pipes/PVC (Pressure Water) ............................................ 31. Pipes/Valves & Fittings/Ductile Iron Fittings .................. 32. Pipes/Valves & Fittings/Resilient Seated Gate Valve ..... 33. Pipes/Valves & Fittings/Rubber Seated Butterfly Valve . 34. Polyethylene Encasement ................................................ 35. 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