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Contract 59473
CITY SECRETARY SORT WORTH CONTRACT FOR THE CONSTRUCTION OF UTILITY CUT REPAIR p f CONTRACT 2 UCO2-2023 City Project No. UCO2-2023 Mattie Parker Mayor David Cooke City Manager Chris Harder Director, Water Department Prepared for The City of Fort Werth WATER DEPARTMENT 2023 { gave .............. V..� 90528 e OFFICIAL RECORD CITY SECRETARY , FT. WORTH, TX CITY OF FORT WORTH, TEXAS WA TER DEPAR TMENT UTILITY CUT REPAIR CONTRACT 2 — UCO2-2023 City Project No. UC-02 2023 CHRIS HARDER, P. E. DIRECTOR WATER DEPARTMENT 2023 APPROVED 10 A,(') , lb 0 T&YSHm-&A, P.E., ASSISTANT DIRECTOR, WATER DEPARTMENT Q�UV1.pwte., i'� ii��,i�:���( . P C MMENDED lit) /20 2Z 'f 10q b�.")- f - FO RT WO RT H 0) - City of Fort Worth Standard Construction Specification - Documents wo R" MR Adopted September 2011 MR 00 00 00 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Page 1 of 4 SECTION 00 00 00 TABLE OF CONTENTS Division 00 - General Conditions Last Revised 0005 10 Mayor and Council Communication 07/01/2011 0005 15 Addenda 07/01/2011 00 11 13 Invitation to Bidders 07/19/2021 0021 13 Instructions to Bidders 11/02/2021 0035 13 Conflict of Interest Statement 02/24/2020 00 41 00 Bid Form 09/30/2021 00 42 43 Proposal Form Unit Price 01/20/2012 0043 13 Bid Bond 09/11/2017 00 43 37 Vendor Compliance to State Law Nonresident Bidder 06/27/2011 0045 11 Bidders Prequalifications 08/13/2011 0045 12 Prequalification Statement 09/30/2021 0045 13 Prequalification Application 08/13/2021 00 45 26 Contractor Compliance with Workers' Compensation Law 07/01/2011 00 45 40 Business Equity Goal 10/27/2021 00 52 43 Agreement 11/23/2021 0061 13 Performance Bond 07/01/2011 0061 14 Payment Bond 07/01/2011 0061 19 Maintenance Bond 07/01/2011 00 61 25 Certificate of Insurance 07/01/2011 00 72 00 General Conditions 08/23/2021 00 73 00 Supplementary Conditions 03/09/2020 Division 01 - General Requirements Last Revised 01 1100 Summary of Work 12/20/2012 01 25 00 Substitution Procedures 07/01/2011 01 31 19 Preconstruction Meeting 08/17/2012 01 31 20 Project Meetings 07/01/2011 01 32 16 Construction Schedule 08/13/2021 01 32 33 Preconstruction Video 07/01/2011 013300 Submittals 12/20/2012 0135 13 Special Project Procedures 03/11/2022 01 45 23 Testing and Inspection Services 03/09/2020 01 5000 Temporary Facilities and Controls 07/01/2011 01 5526 Street Use Permit and Modifications to Traffic Control 03/22/2021 01 57 13 Storm Water Pollution Prevention Plan 07/01/2011 0158 13 Temporary Project Signage 07/01/2011 01 60 00 Product Requirements 03/09/2020 01 66 00 Product Storage and Handling Requirements 07/01/2011 01 70 00 Mobilization and Remobilization 11/22/2016 01 71 23 Construction Staking and Survey 02/14/2018 01 74 23 Cleaning 07/01/2011 01 77 19 Closeout Requirements 03/22/2021 01 78 23 Operation and Maintenance Data 12/20/2012 01 78 39 Project Record Documents 07/01/2011 CITY OF FORT WORTH UTILTY CUT REPAIR STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CONTRACT 2 2023 Revised September 9, 2022 City Project UCO2-2023 J FM ! ! r 00 00 00 _ STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Page 2 of 4 Technical Specifications which have been modified by the Engineer specifically for this Project; hard copies are included in the Project's Contract Documents Date Division 02 - Existing Conditions Modified 0241 14 1 Utility Removal/Abandonment Division 03 - Concrete 03 34 16 Concrete Base Material for Trench Repair 03 80 00 I Modifications to Existing Concrete Structures Division 32 - Exterior Improvements 32 11 29 Lime Treated Base Courses 32 1133 Cement Treated Base Courses 32 12 16 Asphalt Paving _ 32 13 13 Concrete Paving 3291 19 Topsoil Placement and Finishing of Parkways r � Division 33 - Utilities 3305 14 Adjusting Manholes, Inlets, Valve Boxes, and Other Structures to Grade Technical Specifications listed below are included for this Project by reference and can be viewed/downloaded from the City's website at: httiD:Hfo rtworthtexa s. Eov/tt)w/contra ctors/ or https://apes.fortworthtexas.zov/ProiectResources/ Division 02 - Existing Conditions 0241 15 1 Paving Removal Division 03 - Concrete 03 30 00 I Cast -In -Place Concrete 03 34 13 Controlled Low Strength Material (CLSM) Division 31 - Earthwork 31 37 00 1 Riprap Division 32 - Exterior Improvements 32 11 23 Flexible Base Courses 32 1320 Concrete Sidewalks, Driveways and Barrier Free Ramps 32 13 73 Concrete Paving Joint Sealants 32 14 16 Brick Unit Paving 32 16 13 Concrete Curb and Gutters and Valley Gutters 32 17 23 Pavement Markings 3232 13 Cast -in -Place Concrete Retaining Walls W CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised September 9, 2022 Last Revised 02/02/2016 03/11/2022 12/20/2012 1 12/20/2012 1 12/20/2012 12/09/2021 12/20/2012 12/20/2012 06/10/2022 06/10/2022 06/05/2018 UTILTY CUT REPAIR CONTRACT 2 2023 City Project UCO2-2023 Mob 00 00 00 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Page 3 of 4 Division 33 - Utilities 3305 10 Utility Trench Excavation, Embedment, and Backfill 04/02/2021 3305 13 Frame, Cover and Grade Rings 09/09/2022 r 3305 16 Concrete Water Vaults 12/20/2012 3305 17 Concrete Collars 03/11/2022 3349 10 Cast -in -Place Manholes and Junction Boxes 12/20/2012 33 49 20 Curb and Drop Inlets 03/11/2022 33 49 40 Storm Drainage Headwalls and Wingwalls 07/01/2011 Division 34 - Transportation 3471 13 1 Traffic Control 03/22/2021 Appendix GC-6.06.13 Minority and Women Owned Business Enterprise Compliance GC-6.07 Wage Rates DETAILS Paving Details END OF SECTION CITY OF FORT WORTH UTILTY CUT REPAIR STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CONTRACT 2 2023 Revised September 9, 2022 City Project UCO2-2023 City of Fort Worth, Texas Mayor and Council Communication DATE: Tuesday, February 14, 2023 LOG NAME: 60UCRC22023-JASCO SUBJECT. REFERENCE NO.: **M&C 23-0127 (ALL) Authorize Execution of a Contract with Jasco Construction, LLC, in an Amount Up to $300,000.00 for the Utility Cut Repair Contract 2 - 2023 at Various Locations Throughout the City RECOMMENDATION: It is recommended that the City Council authorize execution of a contract with Jasco Construction, LLC in an amount up to $300,000.00 for the Utility Cut Repair Contract 2 - 2023 at various locations and authorize up to four renewals. DISCUSSION: The work to be performed under this contract consists of utility street repairs which are necessary after main replacements and repairs are made by the Water Department's Field Operations crews. The Water Department is neither staffed nor equipped to perform some of the larger repairs. This contract is necessary to maintain a reasonable repair schedule, minimize disruption to the public and ensure street repairs do not adversely impact the life of the remaining street. The project was advertised for bid on November 10, 2022 and November 17, 2022 in the Fort Worth Star - Telegram and on December 15, 2022 the following bids were received: I Bidder 11 Amount I fiasco Construction, LLC 11 $292,077.051 Boardwalk Paving & Construction, LLC 11 $357,700.00j Staff has reviewed the bid and proposed unit prices and considers them to be fair and reasonable. The bid documents included stipulations that the total quantities listed may not reflect actual quantities and that the amount budgeted for the projects is $300,000.00. Payments will be made based on actual measured quantities. The bid documents also included a stipulation giving the City the option to renew (subject to appropriated funding) this contract four times under the same terms, conditions and unit prices. FUNDING: The maximum annual amount allowed under this agreement will be $300,000.00 however the actual amount used will be based on the need of the department and available budget. Funding will be budgeted in the Other Contractual Services account of the Water and Wastewater Departments' Water & Sewer Fund. AGREEMENT TERMS: The agreement may be renewed for four additional renewals at the City's option. The renewal action will not require City Council approval provided that the City Council has appropriated sufficient funds to satisfy the City's obligation during the renewal terms. Business Equity: Jasco Construction, LLC is in compliance with the City's Business Equity Ordinance by committing to 23 percent Business Equity participation on this project. The City's Business Equity goal on this project is 23 percent. This project is located in ALL COUNCIL DISTRICTS. FISCAL INFORMATION / CERTIFICATION: The Director of Finance certifies that upon approval of the recommendation, funds are available in the current operating budget, as previously appropriated, in the Water & Sewer Fund. Prior to an expenditure being incurred, the Water Department has the responsibility to validate the availability of funds. FUND IDENTIFIERS (FIDs).: TO Pundl Department �Accounj Project Budget Reference # moun �Program�Activity ID I ID I I Year ( (Chartfield 2) FROM (Fund Department Account) Project Program I ctivity � Budget I Reference # GAmount� ID ( ID Year (Chartfield 2) CERTIFICATIONS: Submitted for Citv Manager's Office bv: Dana Burghdoff (8018) Originating Department Head: Chris Harder (5020) Additional Information Contact: J. Chris Underwood (2629) ATTACHMENTS 1. 60UCRC22023-JASCO 1295 Form.pdf (CFW Internal) 2. 60UCRC22023-JASCO Compliance Memo.r)df (CFW Internal) 3. 60UCRC22023-JASCO SAM.pdf (CFW Internal) 4. 60UCRC22023-JASCO.docx (CFW Internal) 5. 60UCRC22023-JASCO FID Table (WCF 01.05.23) SP UPDATE (2).xlsx (CFW Internal) Rec # Fund Dept # Account ''Project IDActivity, # Fund Dept # Account (Project ID!Activity FIDs (RYVM Rec # Fund IDept # Account Project ID Activity FIDs (Budget) Budget CF 2 ''Program Amount Year FIDs (ActuaA_ Budget CF 2 Program Amount Year Vr EXPENTSE - No KK or GL Entries Needed) !Budget CF 2 Program Amount Purpose Purpose Purpose Xfer Xfer Xfer 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 0005 10-1 MAYOR AND COUNCIL COMMUNICATION (M&C) Page 1 of 1 SECTION 00 05 10 MAYOR AND COUNCIL COMMUNICATION (M&C) END OF SECTION CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 UTILITY CUT REPAIR CONTRACT 2 2023 City Project No. UC-02 2023 000515-1 Page 1 of 1 CITY OF FORT WORTH WATER DEPARTMENT ENGINEERING SERVICES DIVISION ADDENDUM NO. 1 UTILITY CUT REPAIR CONTRACT 2 2023 CITY PROJECT NO. UC-02 2023 RELEASE DATE: November 18, 2022 BID RECEIPT DATE: December 8, 2022 INFORMATION TO BIDDERS: The Specifications and Contract Documents for the above mentioned project are revised and amended as follows: 1. In the INVITATION TO BIDDERS; the GENERAL DESCRIPTION OF WORK consists of: UNIT I — CUTS LESS THAN 200 SQUARE FEET UNIT II — CUTS GREATER THAN 200 BUT LESS THAN 1,000 SQUARE FEET UNIT III — CUTS GREATER THAN 1,000 SQUARE FEET UNIT IV — ALL CUTS ASPHALT WITHOUT BASE REGARDLESS OF SIZE UNIT V — ADDITIONAL ITEMS REQUIRED OTHER THAN PAVING The INVITATION TO BIDDERS shall be REVISED in that the GENERAL DESCRIPTION OF WORK consists of: UNIT I — CUTS LESS THAN 300 SQUARE FEET UNIT II — CUTS GREATER THAN 300 SQUARE FEET UNIT III — ADDITIONAL ITEMS REQUIRED OTHER THAN PAVING 2. In the entire PROPOSAL FORM shall be REPLACED with the attached PROPOSAL FORM 3. All PREQUALIFICATION requirements specified in this contract shall be waived. Please acknowledge receipt of the Addendum in the bid proposal and on the outside of the sealed envelope. RECEIPT ACKNOWLEDGED: 'Jowmy datd)94) CHRIS HARDER, P.E. DIRECTOR, WATER DEPARTMENT lI By: Tony Sholola, P.E. Assistant Director, Water Department Capital Delivery CITY OF FORT WORTH UTILITY CUT REPAIR STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CONTRACT 2 2023 Revised July 1, 2011 City Project No. UC-02 2023 0005Is- I Page I of I CITY OF FORT WORTH WATER DEPARTMENT ENGINEERING SERVICES DIVISION ADDENDUM NO.2 UTILITY CUT REPAIR CONTRACT 2 2023 CITY PROJECT NO. UC-02 2023 RELEASE DATE: December 5, 2022 BID RECEIPT DATE: December 8, 2022 REVISED BID RECEIPT DATE: December 15, 2022 INFORMATION TO BIDDERS: The Specifications and Contract Documents for the above mentioned project are revised and amended as follows: 1. In the INVITATION TO BIDDERS; the first paragraph specifies that sealed bids "will be received by the City of Fort Worth Purchasing Office until 1:30 P.M. CST, Thursday December 8, 2022 and bids will be opened publicly and read aloud at 2:00 P.M. CST in the Council Chambers." The INVITATION TO BIDDERS shall be REVISED in that sealed bids "will be received by the City of Fort Worth Purchasing Office until 1:30 P.M. CST, Thursday December 15, 2022 and bids will be opened publicly and read aloud at 2:00 P.M. CST in the Council Chambers." Please acknowledge receipt of the Addendum in the bid proposal and on the outside of the sealed envelope. RECEIPT ACKNOWLEDGED: CHRIS HARDER, P.E. DIRECTOR, WATER DEPA "I MENT B r-� y: Ton}'-�holola, P.E. Assistant Director, Water Department Capital Delivery CITY OF FORT WORTH UTILITY CUT REPAIR STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CONTRACT 2 2023 Revised July 1, 2011 City Project No. UC-02 2023 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 0005 15- 1 ADDENDA Page 1 of 1 SECTION 00 05 15 ADDENDA END OF SECTION CITY OF FORT WORTH UTILITY CUT REPAIR STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CONTRACT 2 2023 Revised July 1, 2011 City Project No. UC-02 2023 00 11 13 INVITATION TO BIDDERS Page I of 3 SECTION 00 1113 INVITATION TO BIDDERS RECEIPT OF BIDS Sealed bids for the construction of UTILITY CUT REPAIR CONTRACT 2 2023, City Project No. UCO2-2023 ("Project") will be received by the City of Fort Worth Purchasing Office until 1:30 P.M. CST, Thursday, December 8, 2022 as further described below: City of Fort Worth Purchasing Division _ 200 Texas Street Fort Worth, Texas 76102 Bids will be accepted by: US Mail, Courier, FedEx or hand delivery at the address above; Bids will be opened publicly and read aloud at 2:00 PM CST in the City Council Chambers. GENERAL DESCRIPTION OF WORK The major work will consist of the (approximate) following: UNIT I — CUTS LESS THAN 200 SQUARE FEET UNIT II — CUTS GREATER THAN 200 BUT LESS THAN 1,000 SQUARE FEET UNIT III — CUTS GREATER THAN 1,000 SQUARE FEET UNIT IV — ALL CUTS ASPHALT WITHOUT BASE REGARDLESS OF SIZE UNIT V — ADDITIONAL ITEMS REQUIRED OTHER THAN PAVING TIME PERIOD AND RENEWALS The time period of this Agreement will be for one calendar year or the expiration of the funding, whichever occurs last. The City reserves the right to renew the contract for up to four (4) additional one calendar year time periods or up to four (4) additional expenditures of $300.000.00 under the same terms, conditions and unit prices. The City shall provide at least sixty (60) days' notice to the Contractor of the City's intent to renew. PREQUALIFICATION Certain improvements included in this project must be performed by a contractor or designated subcontractor who is pre -qualified by the City at the time of bid opening. The procedures for qualification and pre -qualification are outlined in the Section 3 of 00 21 13 — INSTRUCTIONS TO BIDDERS. DOCUMENT EXAMINATION AND PROCUREMENTS The Bidding and Contract Documents may be examined or obtained on-line by visiting the City of Fort Worth's Purchasing Division website at htti)://www.fortworthtexas.vov/r)urchasinsJ and clicking on the link to the advertised project folders on the City's electronic document management and collaboration system site. The Contract Documents may be downloaded, viewed, and printed by interested contractors and/or suppliers. Bid Document Package hftr)s://docs.b360.autodesk.com/shares/2al 8ba85-a400-4ea8-8e85-e974084669d5 CITY OF FORT WORTH UTILITY CUT REPAIR A` STANDARD CONSTRUCTION SPECIFICATION DOCUMENT CONTRACT 2 2023 Revised 7/19/2021 City Project No. UCO2-2023 Y 00 11 13 INVITATION TO BIDDERS Page 2 of 3 Addenda Folder httDs:Hdocs.b360.autodesk.com/shares/f4e85dl e-98bc-44a5-921 e-256ecb637395 Copies of the Bidding and Contract Documents may be obtained from J. Chris Underwood Water Department, Design Services 927 Taylor Street Fort Worth, Texas 76102 The cost of Bidding and Contract Documents is: No Cost EXPRESSION OF INTEREST To ensure potential bidders are kept up to date of any new information pertinent to this project, all interested parties are requested to email Expressions of Interest in this procurement to the City Project Manager and the Design Engineer. The email should include the company's name, contact person and that individual's email address and phone number. All Addenda will be distributed directly to those who have expressed an interest in the procurement and will also be posted in the City of Fort Worth's purchasing website at http://fortworthtexas.gov/purchasing/ PREBID CONFERENCE A prebid conference will not be held as discussed in Section 00 21 13 - INSTRUCTIONS TO BIDDERS. Since a prebid conference is not being held, prospective bidders can e-mail questions or comments in accordance with Section 6 of the Instructions to Bidders referenced above to the project manager(s) at the e-mail addresses listed below. Emailed questions will suffice as "questions in writing." If necessary, Addenda will be issued pursuant to the Instructions to Bidders. CITY'S RIGHT TO ACCEPT OR REJECT BIDS City reserves the right to waive irregularities and to accept or reject any or all bids. AWARD City will award a contract to the Bidder presenting the lowest price, qualifications and competencies considered. INQUIRIES All inquiries relative to this procurement should be addressed to the following: Attn: J. Chris Underwood, City of Fort Worth Email: john.underwood@fortworthtexas.gov Phone: (817) 392-2629 AND/OR Attn: Lawrence Hamilton, P.E., City of Fort Worth Email: lawrence.hamilton@fortworthtexas.gov Phone: (817) 392-2626 ADVERTISEMENT DATES November 10, 2022 November 17, 2022 r 0- CITY OF FORT WORTH UTILITY CUT REPAIR rw STANDARD CONSTRUCTION SPECIFICATION DOCUMENT CONTRACT 2 2023 Revised 7/19/2021 City Project No. UCO2-2023 END OF SECTION m mo mm 00 11 13 INVITATION TO BIDDERS Page 3 of 3 CITY OF FORT WORTH UTILITY CUT REPAIR " STANDARD CONSTRUCTION SPECIFICATION DOCUMENT CONTRACT 2 2023 Revised 7/19/2021 City Project No. UCO2-2023 w fts ., M SECTION 00 21 13 INSTRUCTIONS TO BIDDERS 1. Defined Terms 0021 13 INSTRUCTIONS TO BIDDERS Page I of 10 1.1. Capitalized terms used in these INSTRUCTIONS TO BIDDERS are defined in Section 00 72 00 - GENERAL CONDITIONS. 1.2. Certain additional terms used in these INSTRUCTIONS TO BIDDERS have the meanings indicated below which are applicable to both the singular and plural thereof. 1.2.1. Bidder: Any person, firm, partnership, company, association, or corporation acting directly through a duly authorized representative, submitting a bid for performing the work contemplated under the Contract Documents. 1.2.2. Nonresident Bidder: Any person, firm, partnership, company, association, or corporation acting directly through a duly authorized representative, submitting a bid for performing the work contemplated under the Contract Documents whose principal place of business is not in the State of Texas. 1.2.3. Successful Bidder: The lowest responsible and responsive Bidder to whom City (on the basis of City's evaluation as hereinafter provided) makes an award. 2. Copies of Bidding Documents 2.1.Neither City nor Engineer shall assume any responsibility for errors or misinterpretations resulting from the Bidders use of incomplete sets of Bidding Documents. 2.2. City and Engineer in making copies of Bidding Documents available do so only for the purpose of obtaining Bids for the Work and do not authorize or confer a license or grant for any other use. 3. Prequalification of Bidders (Prime Contractors and Subcontractors) 3.1. Bidders or their designated subcontractors are required to be prequalified for the work types requiring prequalification as per Sections 00 45 11 BIDDERS PREQUALIFICATIONS and 00 45 12 PREQUALIFICATION STATEMENT. Firms seeking pre -qualification, must submit the documentation identified in Section 00 45 11 on Section 00 45 13 PREQUALIFICATION APPLICATION at least seven (7) calendar days prior to Bid opening for review and, if qualified, acceptance. The subcontractors listed by a Bidder on 00 45 12 must be prequalified for the appropriate work types. Subcontractors must follow the same timelines as Bidders for obtaining prequalification review. Bidders or Subcontractors who are not prequalified at the time bids are opened and reviewed may cause the bid to be rejected. Prequalification requirement work types and documentation are available by accessing all required files through the City'-, website at: httr)s://apps.fortworthtexas.izov/Proi ectResources/ CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENT Revised/Updated November 2, 2021 UTILITY CUT REPAIR CONTRACT 2 2023 City Project No. UC-02 2023 0021 13 INSTRUCTIONS TO BIDDERS Page 2 of 10 3.1.1. Paving — Requirements document located at: httns://aDDs.fortworthtexas. aov/Proi ectResources/ResourcesP/02%20- %20Construction%2ODocuments/Contractor%20 Prea ualificati on/TP W%2OPaving %20Contractor%2OPreaualification%2OPro2ram/PREQUALIFICATION%20REO UIREMENTS%20FOR%20PA VING%2000NTRACTORS.Ddf 3.2. Each Bidder, unless currently prequalified, must submit to City at least seven (7) calendar days prior to Bid opening, the documentation identified in Section 00 45 11, BIDDERS PREQUALIFICATIONS. 3.2. 1. Submission of and/or questions related to prequalification should be addressed to the City contact as provided in Paragraph 6.1. 3.3. The City reserves the right to require any pre -qualified contractor who is the apparent low bidder for a project to submit such additional information as the City, in its sole discretion may require, including but not limited to manpower and equipment records, information about key personnel to be assigned to the project, and construction schedule to assist the City in evaluating and assessing the ability of the apparent low bidder to deliver a quality product and successfully complete projects for the amount bid within the stipulated time frame. Based upon the City's assessment of the submitted information, a recommendation regarding the award of a contract will be made to the City Council. Failure to submit the additional information, if requested, may be grounds for rejecting the apparent low bidder as non -responsive. Affected contractors will be notified in writing of a recommendation to the City Council. 3.4. In addition to prequalification, additional requirements for qualification may be required within various sections of the Contract Documents. 4. Examination of Bidding and Contract Documents, Other Related Data, and Site 4.1. Before submitting a Bid, each Bidder: 4.1.1. Shall examine and carefully study the Contract Documents and other related data identified in the Bidding Documents (including "technical data" referred to in Paragraph 4.2. below). No information given by City or any representative of the City other than that contained in the Contract Documents and officially promulgated addenda thereto, shall be binding upon the City. 4.1.2. Should visit the site to become familiar with and satisfy Bidder as to the general, local and site conditions that may affect cost, progress, performance or furnishing of the Work. 4.1.3. Shall consider federal, state and local Laws and Regulations that may affect cost, progress, performance or furnishing of the Work. 4.1.4. Not Used �J FM PM Im a* W* i M CITY OF FORT WORTH UTILITY CUT REPAIR PM STANDARD CONSTRUCTION SPECIFICATION DOCUMENT CONTRACT 2 2023 Revised/Updated November 2, 2021 City Project No. UC-02 2023 M 0021 13 INSTRUCTIONS TO BIDDERS Page 3 of 10 4.1.5. Shall study all: (i) reports of explorations and tests of subsurface conditions at or contiguous to the Site and all drawings of physical conditions relating to existing surface or subsurface structures at the Site (except Underground Facilities) that have been identified in the Contract Documents as containing reliable "technical data" and (ii) reports and drawings of Hazardous Environmental Conditions, if any, dw at the Site that have been identified in the Contract Documents as containing reliable "technical data." 4.1.6. Is advised that the Contract Documents on file with the City shall constitute all of the information which the City will furnish. All additional information and data -- which the City will supply after promulgation of the formal Contract Documents shall be issued in the form of written addenda and shall become part of the Contract Documents just as though such addenda were actually written into the original Contract Documents. No information given by the City other than that contained in the Contract Documents and officially promulgated addenda thereto, shall be binding upon the City. 4.1.7. Should perform independent research, investigations, tests, borings, and such other means as may be necessary to gain a complete knowledge of the conditions which will be encountered during the construction of the project. For projects with restricted access, upon request, City may provide each Bidder access to the site to conduct such examinations, investigations, explorations, tests and studies as each Bidder deems necessary for submission of a Bid. Bidder must fill all holes and clean up and restore the site to its former conditions upon completion of such explorations, investigations, tests and studies. 4.1.8. Shall determine the difficulties of the Work and all attending circumstances affecting the cost of doing the Work, time required for its completion, and obtain all ., information required to make a proposal. Bidders shall rely exclusively and solely upon their own estimates, investigation, research, tests, explorations, and other data which are necessary for full and complete information upon which the proposal is to be based. It is understood that the submission of a proposal or bid is prima -facie evidence that the Bidder has made the investigations, examinations and tests herein required. i' 4.1.9. Shall promptly notify City of all conflicts, errors, ambiguities or discrepancies in or between the Contract Documents and such other related documents. The Contractor shall not take advantage of any gross error or omission in the Contract Documents, .,, and the City shall be permitted to make such corrections or interpretations as may be deemed necessary for fulfillment of the intent of the Contract Documents. 4.2. Reference is made to Section 00 73 00 — Supplementary Conditions for identification of: 4.2.1. those reports of explorations and tests of subsurface conditions at or contiguous to the site which have been utilized by City in preparation of the Contract Documents. The logs of Soil Borings, if any, on the plans are for general information only. Neither the City nor the Engineer guarantee that the data shown is representative of conditions which actually exist. CITY OF FORT WORTH UTILITY CUT REPAIR STANDARD CONSTRUCTION SPECIFICATION DOCUMENT CONTRACT 2 2023 Revised/Updated November 2, 2021 City Project No. UC-02 2023 ME GEM 0021 13 INSTRUCTIONS TO BIDDERS Page 4 of 10 4.2.2. those drawings of physical conditions in or relating to existing surface and subsurface structures (except Underground Facilities) which are at or contiguous to the site that have been utilized by City in preparation of the Contract Documents. 4.2.3. copies of such reports and drawings will be made available by City to any Bidder on request. Those reports and drawings may not be part of the Contract Documents, but the "technical data" contained therein upon which Bidder is entitled to rely as provided in Paragraph 4.02. of the General Conditions has been identified and established in Paragraph SC 4.02 of the Supplementary Conditions. Bidder is responsible for any interpretation or conclusion drawn from any "technical data" or any other data, interpretations, opinions or information. 4.2.4. Standard insurance requirements, coverages and limits. 4.3. The submission of a Bid will constitute an incontrovertible representation by Bidder: (i) that Bidder has complied with every requirement of this Paragraph 4, (ii) that without exception the Bid is premised upon performing and furnishing the Work required by the Contract Documents and applying the specific means, methods, techniques, sequences or procedures of construction (if any) that may be shown or indicated or expressly required by the Contract Documents, (iii) that Bidder has given City written notice of all conflicts, errors, ambiguities and discrepancies in the Contract Documents and the written resolutions thereof by City are acceptable to Bidder, and when said conflicts, etc., have not been resolved through the interpretations by City as described in Paragraph 6., and (iv) that the Contract Documents are generally sufficient to indicate and convey understanding of all terms and conditions for performing and furnishing the Work. 4.4. The provisions of this Paragraph 4, inclusive, do not apply to Asbestos, Polychlorinated biphenyls (PCBs), Petroleum, Hazardous Waste or Radioactive Material covered by Paragraph 4.06. of the General Conditions, unless specifically identified in the Contract Documents. 5. Availability of Lands for Work, Etc. 5.1. The lands upon which the Work is to be performed, rights -of -way and easements for access thereto and other lands designated for use by Contractor in performing the Work are identified in the Contract Documents. All additional lands and access thereto required for temporary construction facilities, construction equipment or storage of materials and equipment to be incorporated in the Work are to be obtained and paid for by Contractor. Easements for permanent structures or permanent changes in existing facilities are to be obtained and paid for by City unless otherwise provided in the Contract Documents. 5.2.Outstanding right-of-way, easements, and/or permits to be acquired by the City are listed in Paragraph SC 4.01 of the Supplementary Conditions. In the event the necessary right- of-way, easements, and/or permits are not obtained, the City reserves the right to cancel the award of contract at any time before the Bidder begins any construction work on the project. OM FM an .w dop i PM 0- CITY OF FORT WORTH UTILITY CUT REPAIR OM STANDARD CONSTRUCTION SPECIFICATION DOCUMENT CONTRACT 2 2023 Revised/Updated November 2, 2021 City Project No. UC-02 2023 MW i 0021 13 INSTRUCTIONS TO BIDDERS Page 5 of 10 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: J. Chris Underwood, Water Department Email: john.underwood@fortworthtexas.gov Phone: (817) 392-2629 6.2. Addenda may also be issued to modify the Bidding Documents as deemed advisable by City. 6.3. Addenda or clarifications may be posted via the City's electronic document management and collaboration system at httr)s:Hdocs.b360.autodesk.com/shares/2al 8ba85-a400-4ea8-8e85-e974084669d5 6.4. A prebid conference may be held at the time and place indicated in the Advertisement or INVITATION TO BIDDERS. Representatives of City will be present to discuss the Project. Bidders are encouraged to attend and participate in the conference. City will transmit to all prospective Bidders of record such Addenda as City considers necessary in response to questions arising at the conference. Oral statements may not be relied upon and will not be binding or legally effective. 7. Bid Security 7.1. Each Bid must be accompanied by a Bid Bond made payable to City in an amount of five (5) percent of Bidder's maximum Bid price, on the form attached or equivalent, issued by a surety meeting the requirements of Paragraph 5.01 of the General Conditions. CITY OF FORT WORTH UTILITY CUT REPAIR STANDARD CONSTRUCTION SPECIFICATION DOCUMENT CONTRACT 2 2023 Revised/Updated November 2, 2021 City Project No. UC-02 2023 0021 13 INSTRUCTIONS TO BIDDERS Page 6 of 10 7.2. The Bid Bonds provided by a Bidder will be retained until the conditions of the Notice of Award have been satisfied. If the Successful Bidder fails to execute and return the Contract Documents within 14 days after the Notice of Award conveying same, City may consider Bidder to be in default, rescind the Notice of Award and act on the Bid Bond. Such action shall be City's exclusive remedy in the event Bidder is deemed to have defaulted. 8. Contract Times The number of days within which, or the dates by which, Milestones are to be achieved in accordance with the General Requirements and the Work is to be completed and ready for Final Acceptance is set forth in the Agreement or incorporated therein by reference to the attached Bid Form. 9. Liquidated Damages Provisions for liquidated damages are set forth in the Agreement. 10. Substitute and "Or -Equal" Items The Contract, if awarded, will be on the basis of materials and equipment described in the Bidding Documents without consideration of possible substitute or "or -equal" items. Whenever it is indicated or specified in the Bidding Documents that a "substitute" or "or - equal" item of material or equipment may be furnished or used by Contractor if acceptable to City, application for such acceptance will not be considered by City until after the Effective Date of the Agreement. The procedure for submission of any such application by Contractor and consideration by City is set forth in Paragraphs 6.05A., 6.05B. and 6.05C. of the General Conditions and is supplemented in Section 01 25 00 of the General Requirements. 11. Subcontractors, Suppliers and Others 11.1. In accordance with the City's Business Equity Ordinance No.25165-10-2021 the City has goals for the participation of minority business and/or women business enterprises in City contracts $100,000 or greater. See Section 00 45 40 for the M/WBE Project Goals and additional requirements. Failure to comply shall render the Bidder as non -responsive. Business Equity Ordinance No.25165-10-2021, as amended (replacing Ordinance No. 24534-11-2020), codified at: httos://codelibrarv.amleizal.com/codes/ftworth/latest/ftworth tx/0-0-0-22593 11.2. No Contractor shall be required to employ any Subcontractor, Supplier, other person or organization against whom Contractor or City has reasonable objection. 12. Bid Form 12.1. The Bid Form is included with the Bidding Documents; additional copies maybe obtained from the City. CrrY OF FORT WORTH UTILITY CUT REPAIR STANDARD CONSTRUCTION SPECIFICATION DOCUMENT CONTRACT 2 2023 Revised/Updated November 2, 2021 City Project No. UC-02 2023 r PM 0021 13 w INSTRUCTIONS TO BIDDERS Page 7 of 10 12.2. All blanks on the Bid Form must be completed and the Bid Form signed in ink. .� Erasures or alterations shall be initialed in ink by the person signing the Bid Form. A Bid price shall be indicated for each Bid item, alternative, and unit price item listed therein. In the case of optional alternatives, the words "No Bid," "No Change," or "Not Applicable" may be entered. Bidder shall state the prices for which the Bidder proposes to do the work contemplated or furnish materials required. All entries shall be legible. 12.3. Bids by corporations shall be executed in the corporate name by the president or a vice-president or other corporate officer accompanied by evidence of authority to sign. The corporate seal shall be affixed. The corporate address and state of incorporation shall be shown below the signature. MW w w 12.4. Bids by partnerships shall be executed in the partnership name and signed by a partner, whose title must appear under the signature accompanied by evidence of authority to sign. The official address of the partnership shall be shown below the signature. 12.5. Bids by limited liability companies shall be executed in the name of the firm by a member and accompanied by evidence of authority to sign. The state of formation of the firm and the official address of the firm shall be shown. 12.6. Bids by individuals shall show the Bidder's name and official address. 12.7. Bids by joint ventures shall be executed by each joint venture in the manner indicated on the Bid Form. The official address of the joint venture shall be shown. 12.8. All names shall be typed or printed in ink below the signature. 12.9. The Bid shall contain an acknowledgement of receipt of all Addenda, the numbers of which shall be filled in on the Bid Form. 12.10. Postal and e-mail addresses and telephone number for communications regarding the Bid shall be shown. 12.11. Evidence of authority to conduct business as a Nonresident Bidder in the state of Texas shall be provided in accordance with Section 00 43 37 — Vendor Compliance to State Law Non Resident Bidder. 13. Submission of Bids Bids shall be submitted 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. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENT Revised/Updated November 2, 2021 UTILITY CUT REPAIR CONTRACT 2 2023 City Project No. UC-02 2023 0021 13 INSTRUCTIONS TO BIDDERS Page 8 of 10 14. Withdrawal of Bids 14.1. Bids addressed to the Purchasing Manager and filed with the Purchasing Office may be withdrawn prior to the time set for bid opening. A request for withdrawal must be made in writing and delivered to the Purchasing Office to receive a time stamp prior to the opening of Bids. A timely withdrawn bid will be returned to the Bidder or, if the request is within one hour of bid opening, will not be read aloud and will thereafter be returned unopened. 14.2. In the event any Bid for which a withdrawal request has been timely filed has been inadvertently opened, said Bid and any record thereof will subsequently be marked "Withdrawn" and will be given no further consideration for the award of contract. 15. Opening of Bids Bids will be opened and read aloud publicly. An abstract of the amounts of the base Bids and major alternates (if any) will be made available to Bidders after the opening of Bids. 16. Bids to Remain Subject to Acceptance All Bids will remain subject to acceptance for a minimum of 90 days or the time period specified for Notice of Award and execution and delivery of a complete Agreement by Successful Bidder. City may, at City's sole discretion, release any Bid and nullify the Bid security prior to that date. 17. Evaluation of Bids and Award of Contract 17.1. City reserves the right to reject any or all Bids, including without limitation the rights to reject any or all nonconforming, nonresponsive, unbalanced or conditional Bids and to reject the Bid of any Bidder if City believes that it would not be in the best interest of the Project to make an award to that Bidder. City reserves the right to waive informalities not involving price, contract time or changes in the Work and award a contract to such Bidder. Discrepancies between the multiplication of units of Work and unit prices will be resolved in favor of the unit prices. Discrepancies between the indicated sum of any column of figures and the correct sum thereof will be resolved in favor of the correct sum. Discrepancies between words and figures will be resolved in favor of the words. 17.1.1. Any or all bids will be rejected if City has reason to believe that collusion exists among the Bidders, Bidder is an interested party to any litigation against City, City or Bidder may have a claim against the other or be engaged in litigation, Bidder is in arrears on any existing contract or has defaulted on a previous contract, Bidder has performed a prior contract in an unsatisfactory manner, or Bidder has uncompleted work which in the judgment of the City will prevent or hinder the prompt completion of additional work if awarded. 00 NIP im a* W& op OM i CITY OF FORT WORTH UTILITY CUT REPAIR STANDARD CONSTRUCTION SPECIFICATION DOCUMENT CONTRACT 2 2023 Revised/Updated November 2, 2021 City Project No. UC-02 2023 LA i 0021 13 INSTRUCTIONS TO BIDDERS Page 9 of 10 17.2. In addition to Bidder's relevant prequalification requirements, City may consider the qualifications and experience of Subcontractors, Suppliers, and other persons and organizations proposed for those portions of the Work where the identity of such Subcontractors, Suppliers, and other persons and organizations must be submitted as provided in the Contract Documents or upon the request of the City. City also may consider the operating costs, maintenance requirements, performance data and guarantees of major items of materials and equipment proposed for incorporation in the Work when such data is required to be submitted prior to the Notice of Award. 17.3. City may conduct such investigations as City deems necessary to assist in the evaluation of any Bid and to establish the responsibility, qualifications, and financial ability of Bidders, proposed Subcontractors, Suppliers and other persons and organizations to perform and furnish the Work in accordance with the Contract Documents to City's satisfaction within the prescribed time. 17.4. Contractor shall perform with his own organization, work of a value not less than 35% of the value embraced on the Contract, unless otherwise approved by the City. 17.5. If the Contract is to be awarded, it will be awarded to lowest responsible and responsive Bidder whose evaluation by City indicates that the award will be in the best interests of the City. 17.6. Pursuant to Texas Government Code Chapter 2252.001, the City will not award contract to a Nonresident Bidder unless the Nonresident Bidder's bid is lower than the lowest bid submitted by a responsible Texas Bidder by the same amount that a Texas resident bidder would be required to underbid a Nonresident Bidder to obtain a comparable contract in the state in which the nonresident's principal place of business is located. 17.7. A contract is not awarded until formal City Council authorization. If the Contract is to be awarded, City will award the Contract within 90 days after the day of the Bid opening unless extended in writing. No other act of City or others will constitute acceptance of a Bid. Upon the contract award, a Notice of Award will be issued by the City. 17.7.1. The contractor is required to fill out and sign the Certificate of Interested Parties Form 1295 and the form must be submitted to the Project Manager before the contract will be presented to the City Council. The form can be obtained at httns://www.ethics.state.tx.us/data/forms/1295/1295.i)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 Project Manual. Within 14 days thereafter, Contractor shall sign and deliver the required number of counterparts of the Project Manual to City with the required Bonds, Certificates of Insurance, and all other required documentation. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENT Revised/Updated November 2, 2021 UTILITY CUT REPAIR CONTRACT 2 2023 City Project No. UC-02 2023 0021 13 INSTRUCTIONS TO BIDDERS Page 10 of 10 18.2. City shall thereafter deliver one fully signed counterpart to Contractor. END OF SECTION CITY OF FORT WORTH UTILITY CUT REPAIR STANDARD CONSTRUCTION SPECIFICATION DOCUMENT CONTRACT 2 2023 Revised/Updated November 2, 2021 City Project No. UC-02 2023 0035 13 CONFLICT OF INTEREST AFFIDAVIT Page 1 of 1 SECTION 00 35 13 CONFLICT OF INTEREST STATEMENT Each bidder, offeror or respondent to a City of Fort Worth procurement is required to complete a Conflict of Interest Questionnaire or certify that one is current and on file with the City Secretary's Office pursuant to state law. If a member of the Fort Worth City Council, any one or more of the City Manager or Assistant City Managers, or an agent of the City who exercises discretion in the planning, recommending, selecting or contracting with a bidder, offeror or respondent is affiliated with your company, then a Local Government Officer Conflicts Disclosure Statement (CIS) may be required. You are urged to consult with counsel regarding the applicability of these forms and Local Government Code Chapter 176 to your company. The referenced forms may be downloaded from the links provided below. MR h"s://www.ethics.state.tx.us/data/forms/conflict/CIO.i)df htt-os://www.ethics.state.tx.us/data/fonns/conflict/CIS.I)df Q CIQ Form is on file with City Secretary Q CIQ Form is being provided to the City Secretary CIS Form does not apply 0 CIS Form is on File with City Secretary Q CIS Form is being provided to the City Secretary BIDDER: Co Please Print panY �t n ( ) L1(� —` OSignature: 7ss i'\ V� J l 1`� "`v� Title: I� City/State/Zip (Please Print) END OF SECTION CITY OF FORT WORTH UTILITY CUT REPAIR STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CONTRACT 2 2023 Revised February 24, 2020 City Project No. UC-02 2023 TO: The Purchasing Manager c/o: The Purchasing Division 200 Texas Street City of Fort Worth, Texas 76102 FOR: s City Project No.: UC-02 2023 1. Enter Into Agreement SECTION 00 41 00 BID FORM UTILITY CUT REPAIR CONTRACT 2 2023 00 41 00 BID FORM Page 1 of 3 The undersigned Bidder proposes and agrees, if this Bid is accepted, to enter into an Agreement with City in the form included in the Bidding Documents to perform and furnish all Work as specified or indicated in the Contract Documents for the Bid Price and within the Contract Time indicated in this Bid and in accordance with the other terms and conditions of the Contract Documents. 2. BIDDER Acknowledgements and Certification 2.1. In submitting this Bid, Bidder accepts all of the terms and conditions of the INVITATION TO BIDDERS and INSTRUCTIONS TO BIDDERS, including without limitation those dealing with the disposition of Bid Bond. 2.2. Bidder is aware of all costs to provide the required insurance, will do so pending contract award, and will provide a valid insurance certificate meeting all requirements within 14 days of notification of award. 2.3. Bidder certifies that this Bid is genuine and not made in the interest of or on behalf of any undisclosed individual or entity and is not submitted in conformity with any collusive agreement or rules of any group, association, organization, or corporation. 2.4. Bidder has not directly or indirectly induced or solicited any other Bidder to submit a false or sham Bid. 2.5. Bidder has not solicited or induced any individual or entity to refrain from bidding. 2.6. Bidder has not engaged in corrupt, fraudulent, collusive, or coercive practices in competing for the Contract. For the purposes of this Paragraph: a. "corrupt practice" means the offering, giving, receiving, or soliciting of any thing of value likely to influence the action of a public official in the bidding process. b. "fraudulent practice" means an intentional misrepresentation of facts made (a) to influence the bidding process to the detriment of City (b) to establish Bid prices at artificial non-competitive levels, or (c) to deprive City of the benefits of free and open competition. c. "collusive practice" means a scheme or arrangement between two or more Bidders, with or without the knowledge of City, a purpose of which is to establish Bid prices at artificial, non- competitive levels. d. "coercive practice" means harming or threatening to harm, directly or indirectly, persons or their property to influence their participation in the bidding process or affect the execution of the Contract. CITY OF FORT WORTH UTILITY CUT REPAIR STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CONTRACT 2 2023 Form Revised 9/30/2021 City Project No. UC-02 2023 0041 00 BID FORM Page 2 of 3 3. Prequalification The Bidder acknowledges that the following work types must be performed only by prequalified contractors and subcontractors: a. PAVING b. C. d. 4. Time of Completion 4.1. The Work will be complete for Final Acceptance within 365 days after the date when the the Contract Time commences to run as provided in Paragraph 2.03 of the General Conditions. 4.2. Bidder accepts the provisions of the Agreement as to liquidated damages in the event of failure to complete the Work {and/or achievement of Milestones} within the times specified in the Agreement. 5. Attached to this Bid The following documents are attached to and made a part of this Bid: a. This Bid Form, Section 00 41 00 b. Required Bid Bond, Section 00 43 13 issued by a surety meeting the requirements of Paragraph 5.01 of the General Conditions. c. Proposal Form, Section 00 42 43 d. Vendor Compliance to State Law Non Resident Bidder, Section 00 43 37 e. MWBE Forms (optional at time of bid) f. Prequalification Statement, Section 00 45 12 g. Conflict of Interest Affidavit, Section 00 35 13 *If necessary, 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 publicly by the City at the bid opening. CITY OF FORT WORTH UTILITY CUT REPAIR STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CONTRACT 2 2023 Form Revised 9/30/2021 City Project No. UC-02 2023 0041 00 BID FORM Page 3 of 3 6.2. It is understood and agreed by the Bidder in signing this proposal that the total bid amount entered below is subject to verification and/or modification by multiplying the unit bid prices for each pay item by the respective estimated quantities shown in this proposal and then totaling all of the extended amounts. 6.3. Total Bid 7. Bid Submittal This Bid is submitted on V? jg7L 14, 2p2?, by the entity named below. Respectfully submitted, By: i 4�c�� (Si nature) JOB W'%f 0EAJk4,? (Printed Name) Title: r(; M Company:�AS�ID,-���S���G'r6oN Address:'r L�(�F E FM. 87 , sil;r(L.6F5oN State of Incorporation: Email:J�k�YA•` �1,5�0' �i�Q+t �¢''� Phone:- 1 1 "? 7 2.1 '5 (p OGi END OF SECTION IReceipt is acknowledged of the Initial following Addenda: , JAddendum No. 1: JAddendum No. 2: / JAddendum No. 3: O JAddendum No. 4: Corporate Seal: CITY OF FORT WORTH UTILITY CUT REPAIR STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CONTRACT 2 2023 Form Revised 9/30/2021 City Project No. UC-02 2023 00 42 43 BID PROPOSAL Page 1 of 4 SECTION 00 42 43 PROPOSALFORM UNIT PRICE BID Bidder's Application Project Item Information Bidder's Proposal Pay Item Bid List Item No. Specification Section No. Bid Quantity Unit of Measurement Description Unit Price Bid Value UNIT I - CUTS LESS THAN 00 SOUARE FEET (ITEMS 1-7- 1 3212.0303 32 12 16 1,500 SY 3-inch Asphalt Pavement Type D ` ����•('� �cil Dollars 'l Cents 2 3212.0304 32 12 16 500 SY 4-inch Asphalt Pavement Type D FoB.T Y Five Dollars �t �SUD �r 221560 Ala Cents 3 9999.0001 32 13 13 100 SY 5-inch Concrete Pavement 321373 Including Silicone Joint Sealing VW `Y �1 •' Dollars t��JJ `��/r 405 Ft1IG Cents (4'05 T 4 3213.0101 3213 13 200 SY 6-inch Concrete Pavement 32 13 73 Including Silicone Joint Sealing wO 0Dollars tc ��• Jb, C IG, 740 � cN 1 - _ Cents ` T 5 3213.0104 32 13 13 200 SY 9-inch Concrete Pavement 32 13 73 Including Silicone Joint Sealing O&A 9utrDQ&0 + -re 0-p Illars 05 �, I- Fi{Cents 1 T 6 3213.0106 32 13 13 100 SY 11-inch Concrete Pavement 32 13 73 Including Silicone Joint Sealing 014 4��Q�CD � 51 K1lars �1/ 6 5.7 Fl�7'f FI V e Cents • , 7 3214.0200 32 14 16 30 SY Brick Pavement Repair Li G i tuffY Ff 1/!I'i Dollars + A10 Cents { REVISED BY ADDENDUM I CITY OF FORT WORTH UTILITY CUT REPAIR STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CONTRACT 2 2023 Form Revved 913012021 City Project No. UC-02 2023 P, 00 42 43 BID PROPOSAL SEEN Page 2 or4 SECTION 00 42 43 i PROPOSAL FORM UNIT PRICE BID Bidder's Application Project Item Information Bidder's Proposal : Pay Item Bid List Item No. Specification Section No. Bid Quantity Unit of Measurement Description Unit Price Bid Value UNIT II - CUTS GREATER THAN 300 SOUARE FEET (ITEMS 8-14) 8 3212.0303 32 12 16 1,500 SY 34nch Asphalt Pavement Type D MP 'rHLQ/JO SlXDollars $54,000 Cents 34.bo 9 3212,0304 32 12 16 500 SY 4-inch Asphalt Pavement Type D NEW r eQTY rr Jt Dollars f 47rr Uo $• 12 510 a No Cents t 10 9999.0001 3213 13 100 SY 5-inch Concrete Pavement 32 13 73 Including Silicone Joint Sealing 5;6v �N�`t ��x Dollars /, q,76.0 �! Fl 1f e Cents �F' 5 •I 7. . O 11 3213.0101 32 13 13 200 SY 6-inch Concrete Pavement 32 13 73 Including Silicone Joint Sealing ff�DOT IcI W O Dollars k2�t&WrIRO G� r Cents . .Y ��7i Z) 12 3213.0104 3213 13 200 SY 9-inch Concrete Pavement 32 13 73 Including Silicone Joint Sealing 006 0UM 20 A #J D T(40-C C' Dollars Floe Gents 103, d5 2a, b (a 13 3213.0106 32 13 13 100 SY 11 -inch Concrete Pavement + 321373 In6114 g$yU^jDigt�SQaling Am ID 5! X r Fnl Dollars rLF-fq F11VE Cents Y��1�•�7 ������ 14 3214.0200 32 14 16 30 SY Brick Pavement Repair @ t>t{ Ft V C Dollars % J Vo ( � w C Cents INS R NO w CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Form Revised 9/30/2021 REVISED BY ADDENDUM 1 UTILITY CUT REPAIR CONTRACT 2 2023 City Project No. UC-02 2023 F. 00 42 43 BID PROPOSAL Page 3 of 4 SECTION 00 42 43 �. PROPOSAL FORM UNIT PRICE BID Bidder's Application Project Item Information Bidder's Proposal nw Pay Item Bid List Item No. Specification Section No. Bid Quantity Unit of Measurement Description Unit Price Bid Value UNIT III - �ADJTIQNAL ITEMS REOU�RED OTHER THAN PAVING (ITEMS 15-25) 15 3216.0102 3z�i6 (3 100 LF 7-inch Concrete Curb and Gutter i -rt4,0- 1 Dollars 4,30 �� .00 o0o J Cents i 16 3216.0102 3216 13 100 LF 7-inch Concrete Curb and Gutter Attached to C/o�ncrete Pavement 14(Q'T`f Dollars r� /Jb Cents 30 0 d 7j 000 r! 17 3213.0401 32 13 20 200 SF 6-inch Reinforced Concrete Driveway Iv I 1,J 6 Dollars 07WIF&I-Ty e� q � +. Cents (' 1•Zd � $�d 18 3213.0301 32 13 20 100 SF 4-inch Reinforced Concrete ` Sidewalk 5e"V@%J Dollars `Jr:�VEM-1 'i Cents - ,7 19 9999.0002 32 13 20 5 EA 4-inch Reinforced Concrete ADA W e cha �'r Ra �&V i-10 Q. li A4D t=I F %`( Dollars �50-06 �3,16-0 N0 Cents 20 3291.0100 3291 19 50 CY Top Soil Dollars ori V Cents p .J• 21 3212.0302 32 12 16 50 SY 2-inch Asphalt Pavement, Type D w Parking Lot Repair 1��4� ` '56 V FN Dollars Nei Z�•iid 41,350 Cents 22 3212.0302 3212 16 50 SY 2-inch Asphalt Pavement, Type D Driveway Repair -rw� ND 5�v G� DCents �J rr 2 rr 23 33 12 10 1 EA Water Meter Adjustment + Two gutibleal) ,., A J D + I FT `r Dollars $ ZSD. v0 I v; . Ozo "ID Cents 24 3216.0301 32 16 13 15 SY 7-inch Concrete Valley Gutter, Residential � 067N T Dollars 1-1041 il,05-7-05 FORK SEVN Cents CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Forth Revised 9/302021 REVISED BY ADDENDUM I UTILITY CUT REPAIR CONTRACT 2 2023 City Project No, UC•02 2023 SECTION 00 42 43 PROPOSALFORM UNIT PRICE BID Bidder's Application 00 42 43 BID PROPOSAL Page 4 of 4 Project Item Information Bidder'Is Proposal ••• Pay Item I Bid List Item I Specification I Bid Quantity I Unit of f Description Unit Price f Bid Value No. Section No. Measurement I I UNIT V - J ?RJr(1NAL ITEMS RFOUI 2ED OTHER THAN PAVING (ITEMS 30-62) 25 i 55 226 5 EA Street Use Permit 34 71 13 One Hundred Dollars No Cents $100.000 $500.00 Total Bid4 2 12,. 05- CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Form Rcviaed 9/302021 REVISED BY ADDENDUM I UTILITY CUP REPAIR CONTRACT 2 2023 City Project No. UC-02 2023 BID BOND MR (Percentage) Bond No. 66483326 KNOW ALL PERSONS BY THESE PRESENTS, That we Jasco Construction, LLC of 4640 E. Fm 1187, Burleson, TX 76028 hereinafter referred to as the Principal, and WESTERN SURETY COMPANY as Surety, are held and firmly bound unto Citv of Fort Worth hereinafter referred to as the Obligee, in the amount of kive Percent of the Amount Bid -V ( 5% ), for the payment of which we bind ourselves, our legal representatives, successors and assigns, jointly and severally, firmly by these presents. WHEREAS, Principal has submitted or is about to submit a proposal to Obligee on a contract for Concrete and Asphalt for Fort Worth NOW, THEREFORE, if the said contract be awarded to Principal and Principal shall, within such time as may be specified, enter into the contract in writing and give such bond or bonds as may be specified in the bidding or contract documents with surety acceptable to Obligee; or if Principal shall fail to do so, pay to Obligee the damages which Obligee may suffer by reason of such failure not exceeding the penalty of this bond, then this obligation shall be void; otherwise to remain in full force and effect. SIGNED, SEALED AND DATED this 15th day of December 2022 4 MP w R 0 Form F4595-8-2001 Principal Jasco Construction, LLC BY: Surety BY: WESTERN SURETY COMPANY Austin Wayne Allen, Attorney -in -Fact TWestern Surety Company POWER OF ATTORNEY - CERTIFIED COPY Bond No. 66483326 Know All Men By These Presents, that WESTERN SURETY COMPANY, a corporation duly organized and existing under the laws of the State of South Dakota, and having its principal office in Sioux Falls, South Dakota (the "Company"), does by these presents make, constitute and appoint Austin Wavne Allen its true and lawful attorney(s)-in-fact, with full power and authority hereby conferred, to execute, acknowledge and deliver for and on its behalf as Surety, bonds for: Principal: Jasco Construction, LLC Obligee: City of Fort Worth Amount: $1, 000, 000 .00 r and to bind the Company thereby as fully and to the same extent as if such bonds were signed by the Vice President, sealed with the corporate seal of the Company and duly attested by its Secretary, hereby ratifying and confirming all that the said attorney(s)-in- fact may do within the above stated limitations. Said appointment is made under and by authority of the following bylaw of Western Surety Company which remains in full force and effect. "Section 7. All bonds, policies, undertakings, Powers of Attorney or other obligations of the corporation shall be executed in the corporate name of the Company by the President, Secretary, any Assistant Secretary, Treasurer, or any Vice President or by such other officers as the Board of Directors may authorize. The President, any Vice President, Secretary, any Assistant Secretary, or the Treasurer may appoint Attorneys in Fact or agents who shall have authority to issue bonds, policies, or undertakings in the name of the Company. The corporate seal is not necessary for the validity of any bonds, policies, undertakings, Powers of Attorney or other obligations of the corporation. The signature of any such officer and the corporate seal may be printed by facsimile." If Bond No. 66483396 is not issued on or before midnight of March 15th, 2023 , all authority conferred in this Power of Attorney shall expire and terminate. In Witness Whereof, Western Surety Company has caused these presents to be signed b its Vice President, Paul T. Bruflat, and its corporatj grfij�to be affixed this 1-5t'h day of December 2072 g1; QOR :'`.,� WES SUR Y COMPANY Nq Paul TAruflat, Vice President T E U ss C Ok MI'N ♦4{{jr �wtiti On t' fjsloh&!L day of December , in the year 2022 before me, a notary public, personally appeared Paul T. Bruflat, who being to me duly sworn, acknowledged that he signed the above Power of Attorney as the aforesaid officer of w WESTERN SURETY COMPANY and acknowledged said instrument to be the voluntary act and deed of sai corporation. }bb 4544bb4444b�s�s444b44bbb } a M. BENT �. r S AES AE L NOTARY PUBLIC SEAL If Notary Public -South Dakota s SOUTH DAKOTAr +4444444444b4444b4b444b4 My Commission Expires March 2, 2026 I the undersigned officer of Western Surety Company, a stock corporation of the State of South Dakota, do hereby certify that the attached Power of Attorney is in full force and effect and is irrevocable, and furthermore, that Section 7 of the bylaws of the Company as set forth in the Power of Attorney is now in force. In testimony whereof, I have hereunto set my hand and seal of Western Surety Company this 15 th day of December 2022 W ESe SUR Y COMPANY Paul T ruflat, Vice President To validate bond authenticity, go to www.cnasu-retv.com > Owner/Obligee Services > Validate Bond Coverage. Form F5306-11-2020 T Figure: 28 TAC §1.601(a)(3) IMPORTANT NOTICE 1 To obtain information or make a complaint: 2 You may contact Western Surety Company, Surety Bonding Company of America or Universal Surety of America at 605-336-0850. 3 You may call Western Surety Company's, Surety Bonding Company of America's or Universal Surety of America's toll -free telephone number for information or to make a complaint at: 1-800-331-6053 4 You may also write to Western Surety Company, Surety Bonding Company of America or Universal Surety of America at: P.O. Box 5077 Sioux Falls, SD 57117-5077 5 You may contact the Texas Department of Insurance to obtain information on companies, coverages, rights or complaints at: 1-800-252-3439 6 You may write the Texas Department of Insurance: P.O. Box 149104 Austin, TX 78714-9104 Fax: (512) 490-1007 Web: www.tdi.texas.gov E-Mail: ConsumerProtection@tdi.texas.gov 7 PREMIUM OR CLAIM DISPUTES: Should you have a dispute concerning your premium or about a claim you should contact Western Surety Company, Surety Bonding Company of America or Universal Surety of America first. If the dispute is not resolved, you may contact the Texas Department of Insurance. 8 ATTACH THIS NOTICE TO YOUR POLICY: This notice is for information only and does not become a part or condition of the attached document. AVISO IMPORTANTE Para obtener informacion o para someter una queja: Puede comunicarse con Western Surety Company, Surety Bonding Company of America o Universal Surety of America al 605-336-0850. Usted puede Ilamar al numero de telefono gratis de Western Surety Company's, Surety Bonding Company of America's o Universal Surety of America's para informacion o para someter una queja al: 1-800-331-6053 Usted tambien puede escribir a Western Surety Company, Surety Bonding Company of America o Universal Surety of America: P.O. Box 5077 Sioux Falls, SD 57117-5077 Puede comunicarse con el Departamento de Seguros de Texas para obtener informacion acerca de companias, coberturas, derechos o quejas at: 1-800-252-3439 Puede escribir al Departamento de Seguros de Texas: P.O. Box 149104 Austin, TX 78714-9104 Fax: (512) 490-1007 Web: www.tdi.texas.gov E-Mail: ConsumerProtection@tdi.texas.gov DISPUTAS SOBRE PRIMAS O RECLAMOS: Si tiene una disputa concerniente a su prima o a un reclamo, debe comunicarse con el Western Surety Company, Surety Bonding Company of America o Universal Surety of America primero. Si no se resuelve la disputa, puede entonces comunicarse con el departamento (TDI). UNA ESTE AVISO A SU POLIZA: Este aviso es solo para proposito de informacion y no se convierte en parte o condicion del documento adjunto. Form F8365-4-2016 State of Texas Claim Notice Endorsement To be attached to and form a part of Bond No. In accordance with Section 2253.021(f) of the Texas Government Code and Section 53.202(6) of the Texas Property Code any notice of claim to the named surety under this bond(s) should be sent to: CNA Surety 151 North Franklin, 17th Floor Chicago, IL 60606 Telephone: 1-877-672-6115 Forth F6944-6-2018 00 43 37 VENDOR COMPLIANCE TO STATE LAW Page 1 of 1 SECTION 00 43 37 VENDOR COMPLIANCE TO STATE LAW NON RESIDENT BIDDER Texas Government Code Chapter 2252 was adopted for the award of contracts to nonresident bidders. This law provides that, in order to be awarded a contract as low bidder, nonresident bidders (out-of-state contractors whose corporate offices or principal place of business are outside the State of Texas) bid projects for construction, improvements, supplies or services in Texas at an amount lower than the lowest Texas resident bidder by the same amount that a Texas resident bidder would be required to underbid a nonresident bidder in order to obtain a comparable contract in the State which the nonresident's principal place of business is located. The appropriate blanks in Section A must be filled out by all nonresident bidders in order for your bid to meet specifications. The failure of nonresident bidders to do so will automatically disqualify that bidder. Resident bidders must check the box in Section B. A. Nonresident bidders in the State of State Here or Blank , our principal place of business, are required to be % Here percent lower than resident bidders by State Law. A copy of the statute is attached. Nonresident bidders in the State of State Here or Blank , our principal place of business, are not required to underbid resident bidders. B. The principal place of business of ptir company or our parent company or majority owner is in the State of Texas; too BIDDER: Company Name Q5 CD Address Address City, State Zip Code END OF SECTION CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Form Revised 9/30/20211 By: Printed Name Here J0 J4N A) r 4W 40 �� U (Signature) - Title: 0'aim—L Date: UTILITY CUT REPAIR CONTRACT 2 2023 City Project No. UC-02 2023 i MW 004511-1 BIDDERS PREQUALIFICATIONS Page 1 of 3 1 SECTION 00 45 11 2 BIDDERS PREQUALIFICATIONS 4 1. Summary. ABidder or their designated subcontractors are required to be prequalified or 5 have applied for prequalification by the City for the work types requiring prequalification 6 prior to submitting bids. To be considered for award of contract the Bidder must submit 7 Section 00 45 12, PREQUALIFICATION STATEMENT for the work type(s) listed with 8 their Bid. Any contractor or subcontractor who is not prequalified for the work type(s) listed 9 must submit Section 00 45 13, PREQUALIFICATION APPLICATION in accordance with 10 the requirements below. The information must be submitted seven (7) days prior to the 11 date of the opening of bids. Subcontractors must follow the same timelines as contractors 12 for obtaining prequalification review. Bidders or Subcontractors who are not prequalified at 13 the time bids are opened and reviewed may cause the bid to be rejected. 14 15 16 The prequalification process will establish a bid limit based on a technical evaluation and 17 financial analysis of the contractor. For example, a contractor wishing to submit bids on 18 projects to be opened on the 7th of April must file the information by the 31 st day of March 19 in order to eligible to work on these projects. In orderto facilitate the approval of a Bidder's 20 Prequalification Application, the following must accompany the submission. 21 a. A complete set of audited or reviewed financial statements. 22 (1) Classified Balance Sheet 23 (2) Income Statement 24 (3) Statement of Cash Flows 25 (4) Statement of Retained Earnings 26 (5) Notes to the Financial Statements, if any 27 b. A certified copy of the firm's organizational documents (Corporate Charter, Articles 28 of Incorporation, Articles of Organization, Certificate of Formation, LLC 29 Regulations, and Certificate of Limited Partnership Agreement). 30 c. A completed Bidder Prequalification Application. 31 (1) The firm's Texas Taxpayer Identification Number as issued by the Texas 32 Comptroller of Public Accounts. To obtain a Texas Taxpayer Identification 33 number visit the Texas Comptroller of Public Accounts online at the 34 following web address www.window.state.tK.us/taxi3ermit/ and fill out the 35 application to apply for your Texas tax ID. 36 (2) The firm's e-mail address and fax number. 37 (3) The firm's DUNS number as issued by Dun & Bradstreet. This number 38 is used by the City for required reporting on Federal Aid projects. The DUNS 39 number may be obtained at www.dnb.com. 40 d. Resumes reflecting the construction experience of the principles of the firm for firms 41 submitting their initial prequalification. These resumes should include the size and 42 scope of the work performed. 43 e. Other information as requested by the City. 44 45 2. Prequalification Requirements 46 a. Financial Statements. Financial statement submission must be provided in 47 accordance with the following: 48 (1) The City requires that the original Financial Statement or a certified copy 49 be submitted for consideration. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised August 13, 2021 UTILITY CUT REPAIR CONTRACT 2 2023 City Project No. UC-02 2023 w IMO 00 45 11 -2 BIDDERS PREQUALIFICAT IONS Page 2 of 3 1 (2) To be satisfactory, the financial statements must be audited or reviewed 2 by an independent, certified public accounting firm registered and in 3 good standing in any state. Current Texas statues also require that 4 accounting firms performing audits or reviews on business entities within 5 the State of Texas be properly licensed or registered with the Texas State 6 Board of Public Accountancy. 7 (3) The accounting firm should state in the audit report or review whether 8 the contractor is an individual, corporation, or limited liability company. 9 (4) Financial Statements must be presented in U.S. dollars at the current rate 10 of exchange of the Balance Sheet date. 11 (5) The City will not recognize any certified public accountant as 12 independent who is not, in fact, independent. 13 (6) The accountant's opinion on the financial statements of the contracting 14 company should state that the audit or review has been conducted in 15 accordance with auditing standards generally accepted in the United 16 States of America. This must be stated in the accounting firm's opinion. 17 It should: (1) express an unqualified opinion, or (2) express a qualified 18 opinion on the statements taken as a whole. 19 (7) The City reserves the right to require a new statement at any time. 20 (8) The financial statement must be prepared as of the last day of any month, 21 not more than one year old and must be on file with the City 16 months 22 thereafter, in accordance with Paragraph 1. 23 (9) The City will determine a contractor's bidding capacity for the purposes 24 of awarding contracts. Bidding capacity is determined by multiplying the 25 positive net working capital (working capital = current assets — current 26 liabilities) by a factor of 10. Only those statements reflecting a positive 27 net working capital position will be considered satisfactory for 28 prequalification purposes. 29 (10) In the case that a bidding date falls within the time a new financial 30 statement is being prepared, the previous statement shall be updated with 31 proper verification. 32 b. Bidder Prequalification Application. A Bidder Prequalification Application must be 33 submitted along with audited or reviewed financial statements by firms wishing to be 34 eligible to bid on all classes of construction and maintenance projects. Incomplete 35 Applications will be rejected. 36 (1) In those schedules where there is nothing to report, the notation of 37 "None" or "N/A" should be inserted. 38 (2) A minimum of five (5) references of related work must be provided. 39 (3) Submission of an equipment schedule which indicates equipment under 40 the control of the Contractor and which is related to the type of work for 41 which the Contactor is seeking prequalification. The schedule must 42 include the manufacturer, model and general common description of 43 each piece of equipment. Abbreviations or means of describing 44 equipment other than provided above will not be accepted. 45 46 3. Fligibility for Award of Contract 47 a. The City shall be the sole judge as to a contractor's prequalification. 48 b. The City may reject, suspend, or modify any prequalification for failure by the 49 contractor to demonstrate acceptable financial ability or performance. 50 c. The City will issue a letter as to the status of the prequalification approval. CITY OF FORT WORTH UTILITY CUT REPAIR STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CONTRACT 2 2023 Revised August 13, 2021 City project No. UC-02 2023 CJ PM im 1 2 3 4 _ 5 6 7 g 9 0045 11 -3 BIDDERS PREQUALIFICATIONS Page 3 of 3 d. If a contractor has a valid prequalification letter, the contractor will be eligible to perform the prequalified work types until the expiration date stated in the letter. END OF SECTION CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised August 13, 2021 UTILITY CUT REPAIR CONTRACT 2 2023 City project No. UC-02 2023 00 45 12 BID FORM Page 1 of 1 SECTION 00 45 12 PREQUALIFICATION STATEMENT Each Bidder for a City procurement is required to complete the information below by identifying the prequalified contractors and/or subcontractors whom they intend to utilize for the major work type(s) listed. Major Work Type PAVING C Fol n Contractor/Subcontractor Company Name Prequalification Expiration Date Company Name Here or space Date Here or space Company Name Here or space Date Here or space Company Name Here or space Date Here or space Company Name Here or space Date Here or space The undersigned hereby certifies that the contractors and/or subcontractors described in the table above are currently prequalified for the work types listed. BIDDER: Company Name Here By: Printed Name Here Address Here Address Here or Space (Signature) City, State Zip Code Here Title: Title Here Date: END OF SECTION CITY OF FORT WORTH UTILITY CUT REPAIR STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CONTRACT 2 2023 Form Revised 9/30/2021 City Project No. UC-02 2023 FORT WORTH SECTION 00 45 13 PREQUALIFICATION APPLICATION Date of Balance Sheet Mark only one: Name underwhich youwish to qualify Post Office Box City Street Address (required) City Individual Limited Partnership General Partnership Corporation Limited Liability Company State Zip Code State Zip Code Telephone Fax Email Texas Taxpayer Identification No. Federal Employers Identification No. I DUNS No. (if applicable) Email/mail this questionnaire along with financial statements to the appropriate group below. A separate submittal is required for water/sewer, paving, and lighting: Work Category — Water Dept - Water/sewer Work Category — TPW Paving Work Category — TPW Ped/Rdwy Lighting iohn.kasavich naFortWorthTexas.Rov Alicia. Garcia(d).fortworthtexas.Qov clint.hooverawfortworthtexas.¢ov Fort Worth Water Department Engineering and City of Fort Worth Transportation and Public City of Fort Worth TPW Transportation Fiscal Services Division 200 Texas St. Fort Works Dept. 8851 Camp Bowie West Blvd Fort Management Attn: Clint Hoover, P.E. 5001 Worth, TX 76102 Worth, Texas 76116 Attn: Alicia Garcia James Ave. Fort Worth, TX 76115 -* *Financial Statements must be mailed. Mark the envelope: "Bidder Prequalification Application" M 004513-2 BIDDER PREQUALIFICATION APPLICATION Page 2 of 8 BUSINESS CLASSIFICATION The following should be completed in order that we may properly classify your firm: (Check the block(s) which are applicable —Block 3 is to be left blank if Block 1 and/or Block 2 is checked) Has fewer than 100 employees and/or Has less than $6,000,000.00 in annual gross receipts OR ❑ Does not meet the criteria for being designated a small business as provided in Section 2006.001 of the Texas Government Code. The classification of your firm as a small or large business is not a factor in determining eligibility to become prequalified. Select major work categories forwhich you would like to be prequalified (City may deem you are not qualified for selected category or may approve you at a lesser size/length and maximum size may not be listed specifically under a major work category): MAJOR WORK CATEGORIES _ Water Department _ Augur Boring - 24-inch diameter casing and less _ Augur Boring - Greater than 24-inch diameter casing and greater Tunneling — 36-Inches — 60 —inches, and 350 LF or less _ Tunneling - 36-Inches — 60 —inches, and greaterthan 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 r_ CCTV, 12-inches and smaller _ CCTV, 18-inches and smaller CCTV, 24-inches and smaller CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised August 13, 2021 UTILITY CUT REPAIR CONTRACT 2 2023 City Project No. UC-02 2023 IPM OM ow on w M a a IMP a W a 004513-3 BIDDER PREQUALIFICATION APPLICATION Page 3 of 8 MAJOR WORK CATEGORIES, CONTINUED _! CCTV, 42-inches and smaller _ CCTV, 48-inches and smaller _ Sewer CIPP, 12-inches and smaller _ Sewer CIPP, 24-inches and smaller _ Sewer CIPP, 42-inches and smaller _ Sewer CIPP, All Sizes _ Sewer Collection System, Development, 8-inches and smaller _ Sewer Collection System, Urban/Renewal, 8-inches and smaller _ Sewer Collection System, Development, 12-inches and smaller _ Sewer Collection System, Urban/Renewal, 12-inches and smaller _ Sewer Interceptors, Development, 24-inches and smaller _ Sewer Interceptors, Urban/Renewal, 24-inches and smaller _ Sewer Interceptors, Development, 42-inches and smaller _ Sewer Interceptors, Urban/Renewal, 42-inches and smaller _ Sewer Interceptors, Development, 48-inches and smaller _ Sewer Interceptors, Urban/Renewal, 48-inches and smaller _ Sewer Pipe Enlargement 12-inches and smaller _ Sewer Pipe Enlargement 24-inches and smaller _ Sewer Pipe Enlargement, All Sizes _ Sewer Cleaning, 24-inches and smaller Sewer Cleaning, 42-inches and smaller Sewer Cleaning, All Sizes _ Sewer Cleaning, 8-inches and smaller _ Sewer Cleaning, 12-inches and smaller _ Sewer Siphons 12-inches or less _ Sewer Siphons 24-inches or less _ Sewer Siphons 42-inches or less Sewer Siphons All Sizes _ Transportation Public Works Asphalt Paving Construction/Reconstruction (LESS THAN 15,000 square yards) _ Asphalt Paving Construction/Reconstruction (15,000 square yards and GREATER) _ Asphalt Paving Heavy Maintenance (UNDER $1,000,000) _ Asphalt Paving Heavy Maintenance ($1,000,000 and OVER) _ Concrete Paving Construction/Reconstruction (LESS THAN 15,000 square yards)* _ Concrete Paving Construction/Reconstruction (15,000 square yards and GREATER)* Roadway and Pedestrian Lighting NOTE *There is not a prequalification requirement for installation of concrete sidewalk, curb & gutter, driveways, and panel replacement, only concrete paving CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised August 13, 2021 UTILITY CUT REPAIR CONTRACT 2 2023 City Project No. UC-02 2023 a 00 45 13 - 4 BIDDER PREQUALIFICATION APPLICATION Page 4 of 8 1. List equipment you do not own but which is available by renting DESCRIPTION OF EQUIPMENT NAME AND DETAILED ADDRESS OF OWNER 2. How many years has your organization been in business as a general contractor under your present name? List previous business names: 3. How many years of experience in construction work has your organization had: (a) As a General Contractor: (b) As a Sub -Contractor: 4. *What projects has your organization completed in Texas and elsewhere? CLASS LOCATION NAME AND DETAILED CONTRACT OF DATE CITY -COUNTY- ADDRESS OF OFFICIAL TO AMOUNT WORK COMPLETED STATE WHOM YOU REFER *If requalifying only show work performed since last statement. 5.1]ave 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. rr i i on oft i CITY OF FORT WORTH UTILITY CUT REPAIR STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CONTRACT 2 2023 Revised August 13, 2021 City Project No. UC-02 2023 "M MR on MW im 0045 13 - 5 BIDDER PREQUALIFICATION APPLICATION Page 5 of 8 8. In what other lines of business are you financially interested? 9. Have you ever performed any work for the City? If so, when and to whom do you refer? 10. State names and detailed addresses of all producers from whom you have purchased principal materials during the last three years. NAME OF FIRM OR COMPANY DETAILED ADDRESS 11. Give the names of any affiliates or relatives currently debarred by the City. Indicate your relationship to this person or firm. 12. What is the construction experience of the principal individuals in your organization? PRESENT MAGNITUDE POSITION OR YEARS OF AND TYPE OF IN WHAT NAME OFFICE EXPERIENCE WORK CAPACITY how 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 five 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. i CITY OF FORT WORTH UTILITY CUT REPAIR STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CONTRACT 2 2023 Revised August 13, 2021 City Project No. UC-02 2023 mp FM CORPORATION BLOCK If a corporation: Date of Incorporation Charter/File No. President Vice Presidents Secretary Treasurer LIMITED LIABILITY COMPANY BLOCK If a corporation: State of Incorporation Date of organization File No. Officers or Managers (with titles, if any) 00 45 13 - 6 BIDDER PREQUALIFICATION APPLICATION Page 6 of 8 PARTNERSHIP BLOCK If a partnership: State of Organization Date of organization Is partnership general, limited, or registered limited liability partnership? File No. (if Limited Partnership) General Partners/Officers Limited Partners (if applicable) Individuals authorized to sign for Partnership Except for limited partners, the individuals listed in the blocks above are presumed to have full signature authority for your firm unless otherwise advised. Should you wish to grant signature authority for additional individuals, please attach a certified copy of the corporate resolution, corporate minutes, partnership agreement, power of attorney or other legal documentation which grants this authority. on r PM CITY OF FORT WORTH UTILITY CUT REPAIR PE STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CONTRACT 2 2023 i Revised August 13, 2021 City Project No. UC-02 2023 r 004513-7 BIDDER PREQUALIFICATION APPLICATION Page 7 of 8 14. Equipment $ TOTAL Similar types of equipment may be lumped together. If your firm has more than 30 types of equipment, you may show these 30 types and show the remainder as "various". The City, by allowing you to show only 30 types of equipment, reserves the right to request a complete, detailed list of all your equipment. The equipment list is a representation of equipment under the control of the firm and which is related to the type of work for which the firm is seeking qualification. In the description include, the manufacturer, model, and general common description of each. BALANCE SHEET ITEM QUANTITY ITEM DESCRIPTION VALUE 1 ^• 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 I j 18 19 20 21 I 22 23 24 25 26 27 28 29 l 30 Various - TOTAL CITY OF FORT WORTH UTILITY CUT REPAIR STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CONTRACT 2 2023 Revised August 13, 2021 City Project No. UC-02 2023 w ow 004513-8 BIDDER PREQUALIFICATION APPLICATION Page 8 of 8 BIDDER PREQUALIFICATION AFFIDAVIT STATE OF COUNTY OF The undersigned hereby declares that the foregoing is a true statement of the financial condition of the entity herein first named, as of the date herein first given; that this statement is for the express purpose of inducing the party to whom it is submitted to award the submitter a contract; and that the accountant who prepared the balance sheet accompanying this report as well as any depository, vendor or any other agency herein named is hereby authorized to supply each party with any information, while this statement is in force, necessary to verify said statement. , being duly sworn, deposes and says that he/she is the of , the entity described in and which executed the foregoing statement that he/she is familiar with the books of the said entity showing its financial condition; that the foregoing financial statement taken from the books of the said entity as of the date thereof and that the answers to the questions of the foregoing Bidder Prequalification Application are correct and true as of the date of this affidavit. Firm Name: Signature: Sworn to before me this day of Notary Public Notary Public must not be an officer, director, or stockholder or relative thereof.. CITY OF FORT WORTH UTILITY CUT REPAIR STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CONTRACT 2 2023 Revised August 13, 2021 City Project No. UC-02 2023 OW OM rt hm 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 004526-1 CONTRACTOR COMPLIANCE WITH WORKER'S COMPENSATION LAW Page I of I SECTION 00 45 26 CONTRACTOR COMPLIANCE WITH WORKER'S COMPENSATION LAW Pursuant to Texas Labor Code Section 406.096(a), as amended, Contractor certifies that it provides worker's compensation insurance coverage for all of its employees employed on City Project No. UC-02 2023. Contractor further certifies that, pursuant to Texas Labor Code, Section 406.096(b), as amended, it will provide to City its subcontractor's certificates of compliance with worker's compensation coverage. CONTRACTOR: J#4 Lt O for da- CM , c.-(.� By: -J 1i`( W,0&V,*XP Company r (Please Print Signature: �0Addddress`/ p C �M J" l 1 i 1 X I U II Title: G 6AJ644t, /�_ ,#,,f6 C 2 City/State/Zip (Please Print) THE STATE OF TEXAS § COUNTY OF TARRANT § BE RE ME, the un ersigned aut ority, on this day personally appeared 1 Ut4 VCJ , known to me to be the person whose name is subscribed to the foregoing instrument, and acknowledgyd to me that he/she executed the same as the act and deed of _�61'Al WZ, HPj1V4 be, for the purposes and consideration therein expressed and in the capacity therein stated. G,I%�E,N ' ER MY HAND AND SEAL OF OFFICE this D' day of 1�1-(�1� , 20b �� `�p1111N11N+q��/ R. TEN F y�ii��� /////���nl ! • ��RY P�6 �%% y''.► ktary P is in and fo:thet t of Texas • • • • Ni�rF ��*Py 000: END OF SECTION OF CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 UTILITY CUT REPAIR CONTRACT 2 2023 City Project No. UC-02 2023 00 45 40 - 1 Business Equity Goal Page 1 of 2 1 SECTION 00 45 40 2 Business Equity Goal 4 APPLICATION OF POLICY 5 If the total dollar value of the contract is $100,000 or more, then a Business Equity goal is applicable. 6 A Business Equity Firm refers to certified Minority-, and/or Women-, owned Business Enterprises 7 (M/WBEs). 9 POLICY STATEMENT 10 It is the policy of the City of Fort Worth to ensure the full and equitable participation of Business Equity 11 Firms when applicable, in the procurement of all goods and services. All requirements and regulations 12 stated in the City's Business Equity Ordinance No.25165-10-2021, (replacing Ordinance No. 24534-11- 13 2020 (codified at: httDs://codelibrarv.amleaal.conVcodes/ftworth/latest/ftworth_tx/0-0-0-22593) apply to 14 this bid. 15 16 BUSINESS EOUITY PROJECT GOAL 17 The City's Business Equity goal on this project is 23% of the total bid value of the contract (Base bid 18 applies to Parks and Community Services). 19 20 METHODS TO COMPLY WITH THE GOAL 21 On City contracts where a Business Equity Goal is applied, offerors are required to comply with the City's 22 Business Equity Ordinance by meeting or exceeding the above stated goal or otherwise comply with the 23 ordinance through one of the following methods: 1. Commercially useful services performed by a 24 Business Equity prime contractor, 2. Business Equity subcontracting participation, 3. Combination 25 of Business Equity prime services and Business Equity subcontracting participation, 4. Business 26 Equity Joint Venture/Mentor-Protege participation, 5. Good Faith Effort documentation, or 6. 27 Prime contractor Waiver documentation. 28 29 SUBMITTAL OF REOUIRED DOCUMENTATION 30 Applicable documents (listed below) must be received by the Purchasing Division, OR the offeror shall 31 EMAIL the Business Equity documentation to the assigned City of Fort Worth Project Manager or 32 Department Designee. Documents are to be received no later than 2:00 p.m., on the third City 33 business day after the bid opening date, exclusive of the bid opening date. 34 35 The Offeror must submit one or more of the following documents: 36 1. Utilization Form and Letter(s) of Intent, if the goal is met or exceeded; 37 2. Good Faith Effort Form and Utilization Form, including supporting documentation, if 38 participation is less than stated goal, or no Business Equity participation is accomplished; 39 3. Prime Contractor Waiver Form, including supporting documentation, if the Offeror will perform 40 all subcontracting/supplier opportunities; or 41 4. Joint Venture/Mentor-Protege Form, if goal is met or exceeded with a Joint Venture or Mentor- 42 Protege participation. 43 44 These forms can be found at: 45 Business Equity Utilization Form and Letter of Intent 46 httns://anus.fortworthtexas.Qov/ProiectResources/ResourcesP/60%20- 47 %20MWBE/NEW%20Business%20Eauity%200rdinance/Business%20Eouity%20Utilization%20Form. 48 Rdf 49 CITY OF FORT WORTH UTILITY CUT REPAIR STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CONTRACT 2 2023 Revised October 27, 2021 City Project No. UC-02 2023 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 004540-2 Business Equity Goal Page 2 of 2 Letter of Intent httDs://aoos.fortworthtexas.uov/ProiectResources/ResourcesP/60 - MWBE/NEW Business Equity Ordinance/Letter of Intent-2021.Ddf Business Equity Good Faith Effort Form httos://anus.fortworthtexas.p,ov/ProiectResources/ResourcesP/60%20- %20MWBE/NEW%20Business%20Ea_uity%20OrdinanceBusiness%20Eauity%20Good%20Faith%20Ef fort%20Form.Ddf Business Equity Prime Contractor Waiver Form httDs://aoos.fortworthtexas.9-ov/Pro i ectResources/ResourcesP/60%20- %20MWBE/NEW%20Business%20Eauity%20OrdinanceBusiness%20Eauity%20Prime%20Contractor %20 Waiver.Ddf Business Equity Joint Venture Form httos://aDns.fortworthtexas.p-ov/ProiectResources/ResourcesP/60%20- %20MWBE/NEW%20Business%20Eauity%20OrdinanceBusiness%20Eauitv%20Joint%20Venture.Ddf FAILURE TO ACHIEVE THE GOAL OR OTHERWISE COMPLY WITH THE ORIDNINACE WILL RESULT IN THE BIDDER/OFFEROR BEING DECLARED NON-RESONSIVE AND THE BID REJECTED. FAILURE TO SUBMIT THE REOUIRED BUSINESS EOUTY DOCUMENTATION OR OTHERWISE COMPLY WITH THE ORDINANCE WILL RESULT IN THE BID BEING DECLARED NON- RESPONSIVE, THE BID REJECTED AND MAY SUBJECT THE BIDDER/OFFEROR TO SANCTIONS AS DESCRIBED IN SEC. 20-373 OF THE ORDINANCE. For Questions, Please Contact The Business Equity Division of the Department of Diversity and Inclusion at (817) 392-2674. END OF SECTION CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised October 27, 2021 UTILITY CUT REPAIR CONTRACT 2 2023 City Project No. UC-02 2023 00 52 43 - 1 Agreement Page 1 of 6 SECTION 00 52 43 AGREEMENT THIS AGREEMENT, authorized on ( 20 Z3 , is made by and between the City of Fort Worth, a Texas home rule municipality, acting by and throu its duly authorized City Manager, ("City"), and J o#$Co �ON67&ewrt oAl L - t , authorized to do business in Texas, acting by and through its duly authorized representative, ("Contractor"). City and Contractor may jointly be referred to as Parties. City and Contractor, in consideration of the mutual covenants hereinafter set forth, agree as follows: Article 1. WORK Contractor shall complete all Work as specified or indicated in the Contract Documents for the Project identified herein. *' Article 2. PROJECT The project for which the Work under the Contract Documents may be the whole or only a part is generally described as follows: UTILITY CUT REPAIR CONTRACT 2 2023 Citv Project No. UC-02 2023 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 Three Hundred Thousand & 00/100 Dollars ($ 300,000.00). Contract price may be adjusted by change orders duly authorized by the Parties. Article 4. CONTRACT TIME 4.1 Final Acceptance. The Work shall be complete for Final Acceptance within 365 days after the date when the Contract Time commences to run, as provided in Paragraph 2.02 of the General Conditions, plus any extension thereof allowed in accordance with Article 12 of the General Conditions. 4 4.2 Liquidated Damages Contractor recognizes that time is of the essence for completion of Milestones, if any, and to achieve Final Acceptance of the Work and City and the public will suffer from loss of use if the Work is not completed within the time(s) specified in Paragraph 4.1 above. The Contractor also recognizes the delays, expense and difficulties involved in proving in a legal proceeding, the actual loss suffered by the City if the Work is not completed on time. Accordingly, instead of requiring any such proof, Contractor agrees that as liquidated damages for delay (but not as a penalty), Contractor shall pay City wo Hundred — Ten & 00/100 Dollars ($210.00) 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 r _ 7d-CITY €1[IT REPAIR STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CONTRACT 2 2023 Revised 8/22/2022 Citv Project No. UC-02 2023 oft 005243-2 Agreement Page 2 of 6 Article 5. CONTRACT DOCUMENTS 5.1 CONTENTS: A. The Contract Documents which comprise the entire agreement between City and Contractor concerning the Work consist of the following: 1. This Agreement. 2. Attachments to this Agreement: a. Bid Form 1) Proposal Form 2) Vendor Compliance to State Law Non -Resident Bidder 3) Prequalification Statement 4) State and Federal documents (project specific) b. Current Prevailing Wage Rate Table c. Insurance ACORD Form(s) d. Payment Bond e. Performance Bond f. Maintenance Bond g. Power of Attorney for the Bonds h. Worker's Compensation Affidavit i. MBE and/or SBE 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. w. 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 overate and be effective even if it is alleged or proven that all or some of the damages being sought were caused. in whole or in Dart, by anv act, omission or negligence of the 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 UTILITY CUT REPAIR STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CONTRACT 2 2023 Revised 8/22/2022 City Project No. UC-02 2023 005243-3 Agreement Page 3 of 6 6.2 Contractor covenants and agrees to indemnify and hold harmless, at its own expense, the city, its officers, servants and employees, from and against any and all loss, damage or destruction of property of the city, arising out of, or alleged to arise out of, the work and services to be performed by the contractor, its officers, agents, employees, subcontractors, licensees or invitees under this contract. This indemnification provision is specifically intended to operate and be effective even if it is alleged or proven that all or some of the damages beine soueht were caused, in whole or in part, by any act. omission or neLylieence of the city. Article 7. MISCELLANEOUS 7.1 Terms. Terms used in this Agreement which are defined in Article 1 of the General Conditions will have the meanings indicated in the General Conditions. 7.2 Assignment of Contract. This Agreement, including all of the Contract Documents may not be assigned by the Contractor without the advanced express written consent of the City. 7.3 Successors and Assigns. City and Contractor each binds itself, its partners, successors, assigns and legal representatives to the other party hereto, in respect to all covenants, agreements and obligations contained in the Contract Documents. 7.4 Severability/Non-Waiver of Claims. Any provision or part of the Contract Documents held to be unconstitutional, void or unenforceable by a court of competent jurisdiction shall be deemed stricken, and all remaining provisions shall continue to be valid and binding upon City and Contractor. The failure of City or Contractor to insist upon the performance of any term or provision of this Agreement or to exercise any right granted herein shall not constitute a waiver of City's or Contractor's respective right to insist upon appropriate performance or to assert any such right on any future occasion. 7.5 Governing Law and Venue. This Agreement, including all of the Contract Documents is performable in the State of Texas. Venue shall be Tarrant County, Texas, or the United States District Court for the Northern District of Texas, Fort Worth Division. 7.6 Authority to Sign. _ Contractor shall attach evidence of authority to sign Agreement if signed by someone other than the duly authorized signatory of the Contractor. 7.7 Non -appropriation of Funds. In the event no funds or insufficient funds are appropriated by City in any fiscal period for any payments due hereunder, City will notify Vendor of such occurrence and this Agreement shall terminate on the last day of the fiscal period for which appropriations were received without penalty or expense to City of any kind whatsoever, except as to the portions of the payments herein agreed upon for wh' funds have hPen 4 r-,priated. I CITY OF FORT WORTH OFFICPAL RECORD I UTILITY CUT REPAIR STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CONTRACT 2 2023 Revised 8/22/2022 COTY SECRETARY City Project No. UC-02 2023 T, VJ()RTH, TX 005243-4 Agreement Page 4 of 6 7.8 Prohibition On Contracts With Companies Boycotting Israel. Contractor, unless a sole proprietor, acknowledges that in accordance with Chapter 2271 of the Texas Government Code, if Contractor has 10 or more full time -employees and the contract value is $100,000 or more, the City is prohibited from entering into a contract with a company for goods or services unless the contract contains a written verification from the company that it: (1) does not boycott Israel; and (2) will not boycott Israel during the term of the contract. The terms "boycott Israel" and "company" shall have the meanings ascribed to those terms in Section 808.001 of the Texas Government Code. By signing this contract, Contractor certifies that Contractor's signature provides written verification to the City that if Chapter 2271, Texas Government Code applies, Contractor: (1) does not boycott Israel; and (2) will not boycott Israel during the term of the contract. 7.9 Prohibition on Boycotting Energy Companies. Contractor acknowledges that in accordance with Chapter 2274 of the Texas Government Code -(as added by Acts 2021, 87th Leg., R.S., S.B. 13, § 2), the City is prohibited from entering into a contract for goods or services that has a value of $100,000 or more, which will be paid wholly or partly from public funds of the City, with a company (with 10 or more full-time employees) unless the contract contains a written verification from the company that it: (1) does not boycott energy companies; and (2) will not boycott energy companies during the term of the contract. The terms "boycott energy company" and "company" have the meaning ascribed to those terms by Chapter 2274 of the Texas Government Code (as added by Acts 2021, 87th Leg., R.S., S.B. 13, § 2). To the extent that Chapter 2274 of the Government Code is applicable to this Agreement, by signing this Agreement, Contractor certifies that Contractor's signature provides written verification to the City that Contractor: (1) does not boycott energy companies; and (2) will not boycott energy companies during the term of this Agreement. 7.10 Prohibition on Discrimination Against Firearm and Ammunition Industries. Contractor acknowledges that except as otherwise provided by Chapter 2274 of the Texas Government Code (as added by Acts 2021, 87th Leg., R.S., S.B. 19, § 1), the City is prohibited from entering into a contract for goods or services that has a value of $100,000 or more which will be paid wholly or partly from public funds of the City, with a company (with 10 or more full-time employees) unless the contract contains a written verification from the company that it: (1) does not have a practice, policy, guidance, or directive that discriminates against a firearm entity or firearm trade association; and (2) will not discriminate during the term of the contract against a firearm entity or firearm trade association. The terms "discriminate," "firearm entity" and "firearm trade association" have the meaning ascribed to those terms by Chapter 2274 of the Texas Government Code (as added by Acts 2021, 87th Leg., R.S., S.B. 19, § 1). To the extent that Chapter 2274 of the Government Code is applicable to this Agreement, by signing this Agreement, Contractor certifies that Contractor's signature provides written verification to the City that Contractor: (1) does not have a practice, policy, guidance, or directive that discriminates against a firearm entity or firearm trade association; and (2) will not discriminate against a firearm entity or firearm trade association during the term of this Agreement. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised 8/22/2022 i C CgTy 5 (vtii-`LhARy Fir WORTH, TX UTILITY CUT REPAIR CONTRACT 2 2023 City Project No. UC-02 2023 MM MR 005243-5 Agreement Page 5 of 6 7.11 Immigration Nationality Act. Contractor shall verify the identity and employment eligibility of its employees who perform work under this Agreement, including completing the Employment Eligibility Verification Form (I-9). Upon request by City, Contractor shall provide City with copies of all I-9 forms and supporting eligibility documentation for each employee who performs work under this Agreement. Contractor shall adhere to all Federal and State laws as well as establish appropriate procedures and controls so that no services will be performed by any Contractor employee who is not legally eligible to perform such services. _ CONTRACTOR SHALL INDEMNIFY CITY AND HOLD CITY HARMLESS FROM ANY PENALTIES, LIABILITIES, OR LOSSES DUE TO VIOLATIONS OF THIS PARAGRAPH BY CONTRACTOR, CONTRACTOR'S EMPLOYEES, SUBCONTRACTORS, AGENTS, OR LICENSEES. City, upon written notice to Contractor, shall have the right to immediately terminate this Agreement for violations of this provision by Contractor. 7.12 No Third -Party Beneficiaries. This Agreement gives no rights or benefits to anyone other than the City and the Contractor and there are no third -party beneficiaries. 7.13 No Cause of Action Against Engineer. Contractor, its subcontractors and equipment and materials suppliers on the PROJECT or their sureties, shall maintain no direct action against the Engineer, its officers, employees, and subcontractors, for any claim arising out of, in connection with, or resulting from the engineering services performed. Only the City will be the beneficiary of any undertaking by the Engineer. The presence or duties of the Engineer's personnel at a construction site, whether as on -site representatives or otherwise, do not make the Engineer or its personnel in any way responsible for those duties that belong to the City and/or the City's construction contractors or other entities, and do not relieve the construction contractors or any other entity of their obligations, duties, and responsibilities, including, but not limited to, all construction methods, means, techniques, sequences, and procedures necessary for coordinating and completing all portions of the construction work in accordance with the Contract Documents and any health or safety precautions required by such construction work. The Engineer and its personnel have no authority to exercise any control over any construction contractor or other entity or their employees in connection with their work or any health or safety precautions. M CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised 8/22/2022 FC AIAL RECORD CITY SECRETARY FT WORTH, TX UTILITY CUT REPAIR CONTRACT 2 2023 City Project No. UC-02 2023 005243-6 Agreement Page 6 of 6 IN WITNESS WHEREOF, City and Contractor have each executed this Agreement to be effective as of the date subscribed by the City's designated Assistant City Manager ("Effective Date"). Contractor: By: SignMr-e �rnm -,Ownp_r Title _qUy;a r- jFnK r) Address uy"I. «.7) L Uoai CT[ty/State/Zip �T Date CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised 8/22/2022 City of Fort Worth By: y� Dana burgneon( Y1% v:a UP Dana Burghdoff Assistant City Manager Date May 19, 2023 City Secretary M&C: 23 - d►7:1-- Date: 4 -W Form 1295 No.:'i.'L-�(o!o(a3� 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. J.16ris Underwood Senior Engineering Tech Approved as to Form and Legality: Douglas W. Black Sr. Assistant City Attorney APPROVAL RECOMMENDED: 4", �Y- °fig. t Chris Harder, P.E. Director, Water Department OFF90AL RECORD' CITY SECRETARY , FT. WORTH, TX UTILITY CUT REPAIR CONTRACT 2 2023 City Project No. UC-02 2023 EXECUTED IN DUPLICATE 00 61 13 .1 PERFOPMANCE BONI) Page I of 2 1 SECTION 00 6113 2 PERFORMANCE BOND Bond No. 72533458 4 THE STATE OF TEXAS § 5 § KNOW ALL BY THESE PRESENTS: 6 COUNTY OF TARRANT § 7 8 That we, Jasco Construction LLC known as "Principal" 9 herein and WESTERN SURETY COMPANY , a corporate surety(sureties, if 10 more than one) duly authorized to do business in the State of Texas, known as "Surety" herein l 1 (whether one or more), are held and firmly bound unto the City of Fort Worth, a municipal 12 corporation created pursuant to the laws of Texas, known as "City" herein, in the penal sum of, 13 Three Hundred Thousand and 00/100 Dollars (S 300.000.00 ), lawful money of the United 14 States, to be paid in Fort Worth. Tarrant County, Texas for the payment of which sum well and 15 truly to be made, we bind ourselves, our heirs, executors, administrators, successors and assigns, 16 jointly and severally, firmly by these presents. 17 WHEREAS, the Principal has entered into a certain written contract with the City 18 awarded the 144' day of February . 20 23 , which Contract is hereby referred to and made a 19 part hereof for all purposes as if fully set forth herein, to furnish all materials; equipment labor 20 and other accessories defined by law, in the prosecution of the «fork, including any Change 21 Orders, as provided for in said Contract designated as Utilitv Cut Repair Contract 2 2023. Citv 22 Proiect No. LTC-02 2023 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 faithfullv peribrm 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 Teams, Fart 31 Worth Division. CITY OF FORT WORTH UTILITY CUT REPAIR STANDARD CONSTRUCTION SPECIFICATION DOCLN ENTS CONTRACT 2 2023 Revised July 1, 2011 City Project No, UC-02 2023 ap ,t 006113.2 PERFORMANCE BOND Page 2 of 2 t 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 pro%isions of said statue. 4 IN WITNESS 1,V HEREOF, the Principal and the Surety have SIGNED and SEALED 5 this instrument by duly authorized agents and officers on this the 3rd day of 6 March .2o 23_ 7 8 9 10 11 12 13 14 15 16 17 18 19 20 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 ST: f Princi }Secretary PRINCIPAL. Jasco Construction LLC BY- eSlgmi tur . jftWNY l ae� 6"94(. AfAAJa642 Name and Title Address: 4640 E. FM 1187 Burleson. TX 76028 SURETY: WESTERN SURETY BY Signature C. Bendt, Assistant Secr.6tary ; ,••.:' J Name and Title Address:151 North Franklin Street, 17th Floor Chicaqo. IL 60606 Witness es to SUIJATiy Telephone Number: (605) 336-0850 *Note: If signed by an officer of the Surety Company, there must be on file a certified extract from the by-laws showing that this person has authority to sign such obligatiom. if Surety's physical address is different from its mailing address, both must be provided_ The date of the bond shall not be prior to the date the Contract is awarded. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION' DOCUMENTS Revised July 1, 2011 UTILITY CITE REPAIR CONTRACT 2 2023 City Project No. UC-02 2023 EXECUTED IN DUPLICATE Western Surety Company POWER OF ATTORNEY - CERTIFIED COPY Bond No 72533458 Know All Men By These Presents, that WESTERN SURETY COMPANY, a corporation duly organized and existing under the laws of the State of South Dakota, and having its principal office in Sioux Falls, South Dakota (the "Company"), does by these presents make, constitute and appoint C , Be (it its true and lawful attorneys) -in -fact, with full power and authority hereby conferred, to execute, acknowledge and deliver for and on its behalf as Surety, bonds for: Principal: Jasco Construction LLC Obligee: City of Fort Worth Amount: $1, 000, 000.00 and to bind the Company thereby as fully and to the same extent as if such bonds were signed by the Vice President, sealed with the corporate seal of the Company and duly attested by its Secretary, hereby ratifying and confirming all that the said attorney(s)-in- fact may do within the above stated limitations. Said appointment is made under and by authority of the following bylaw of Western Surety Company which remains in full force and effect. "Section 7. All bonds, policies, undertakings, Powers of Attorney or other obligations of the corporation shall be executed in the corporate name of the Company by the President, Secretary, any Assistant Secretary, Treasurer, or any Vice President or by such other officers as the Board of Directors may authorize. The President, any Vice President, Secretary, any Assistant Secretary, or the Treasurer may appoint Attorneys in Fact or agents who shall have authority to issue bonds, policies, or undertakings in the name of the Company. The corporate seal is not necessary for the validity of any bonds, policies, undertakings, Powers of Attorney or other obligations of the corporation. The signature of any such officer and the corporate seal may be printed by facsimile." If Bond No. 72533458 is not issued on or before midnight of December 5th, 2023 all authority conferred in this Power of Attorney shall expire and terminate. In Witness Whereof, Western Surety Company has caused these presents to be signed by its Vice President, Larry Kasten, and its corporate spy C Pe affixed this 3rd day of March 2023 "'`"''t`��"' WESTERN SURE Y COMPANY �7p��� Larry Kasten, Vice President 88 C MIA ©n tal�attl3` day of March in the year 2023 , before me, a notary public, personally appeared Larry Kasten, who being to me duly sworn, acknowledged that he signed the above Power of Attorney as the aforesaid officer of WESTERN SUIIWo ledged said instrument to be the voluntary act an ed of said corporation. S. GREEN �--. NOTARY PUBLIC �—. e SOUTH DAKOTA sE/►t Notary Public -South Dakota My Commission Expires February 12, 2027 I the undersigned officer of Western Surety Company, a stock corporation of the State of South Dakota, do hereby certify that the attached Power of Attorney is in full force and effect and is irrevocable, and furthermore, that Section 7 of the bylaws of the Company as set forth in the Power of Attorney is now in force. In testimony whereof, I have hereunto set my hand and seal of Western Surety Company this 3rd day of March 2023 WESTERN SUP TY COMPANY C Larry Kasten, Vice President To validate bond authenticity, go to www.cnasurety.com > Owner/Obligee Services > Validate Bond Coverage. Form F9700-4-2023 EXECUTED IN DUPLICATE W6114-1 P. YNIENT BONI) Page I of 2 1 SECTION 00 6114 2 PAYMENTBON7D Bond No. 72533458 4 THE STATE OF TEXAS § 5 § KNOW ALL BY THESE PRESENTS: 6 COUNTY OF TARRANT § 7 8 That we, Jasco Construction LLC known as "Principal" herein, and 9 WESTERN SURETY COMPANY , a corporate surety 10 (sureties), duly authorized to do business in the State of Texas, known as "Surety" herein 11 (whether one or more), are held and firmly bound unto the City of Fort Worth, a municipal _ 12 corporation created pursuant to the laws of the State of Texas, known as "City" herein, in the 13 penal sum of Three Hundred Thousand and 00/100 Dollars ($ 300.000.00), lawful money of 14 the United States, to be paid in Fort Worth, Tarrant County, Texas, for the payment of which sum .. 15 well and truly be made, we bind ourselves, our heirs, executors, administrators, successors and 16 assigns, jointly and severally, firmly by these presents: 17 'WHEREAS, Principal has entered into a certain written Contract with City, awarded the ] 8 14'� day of February , 20 23, which Contract is hereby referred to and made a part hereof for 19 all purposes as if fully set forth herein, to furnish all materials, equipment, labor and other 20 accessories as defined by law, in the prosecution of the Work as provided for in said Contract and 21 designated as Utility Cut Repair Contract 22023. Citv Pruiect No. UC-02 2023 22 NOW, THEREFORE, THE CONDITION OF THIS OBLIGATION is such that if 23 Principal shall pay all monies owing to any (and all) payment bond beneficiary (as defined in 24 Chapter 2253 of the Texas Government Code, as amended) in the prosecution of the Work under 25 the Contract, then this obligation shall be and become null and void; otherwise to remain in full 26 force and effect. 27 This bond is made and executed in compliance with the provisions of Chapter 2253 of the 28 Texas Government Code, as amended, and all liabilities on this bond shall be determined in 29 accordance with the provisions of said statute. 30 CfrY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 UTILITY CUT REPAIR CONTRACT 2 2023 City Pmjed No. UC-02 2023 (N) 61 14 - 2 PAITIME IT BOND Page 2 of 2 7 LET IW ITNESS !WHEREOF, the Principal and Surety have each SIGNED and SEALED 2 this instrument by duly authorized agents and officers on this the 3rd day of March 20 23 4 ATTEST: � XJ� (PrincipalSecretary ..0--spoo, i to ATTEST: ry (S )Secretary D,y4WUWOt,A11.1S,„ in t'4�'itnc:ss as to urety PRINCIPAL. Jasco Construction LLC BY: _ 41-0141 tur Jaggy ,( '(at-u�Ra` M 4,uh 6 E/L Name and Title Address: 4640 E. FM 1187 Burleson, TX 76028 SURETY: WESTERN SURETY COMPANY BY: Signature C. Bendt, Assistant Secretary Name and Title Address: 151 North Franklin Street, 17th Floor Chicaao. IL 60606 Telephone Number: (605) 336-0850 5 6 Note: If signed by an officer of the Surety, there mustbe on file a certified extract from the 7 bylaws showing that this person has authority to sign such obligation- If Surety's physical 8 address is different from its mailing address, both must be provided. 9 10 The date of the bond shall not be prior to the date the Contract is awarded. 11 END OF SECTION 12 CITY OF FORT WORTH UTILITY CUT REPAIR STANDARD CO"NISTRUCTION SPECIFICATION DOCUMENTS CONTRACT 2 2023 Revised July 1, 2011 City Project No. UC-02 2073 EXECUTED IN DUPLICATE Western Surety Company POWER OF ATTORNEY - CERTIFIED COPY Bond No.72533458 Know All Men By These Presents, that WESTERN SURETY COMPANY, a corporation duly organized and existing under the laws of the State of South Dakota, and having its principal office in Sioux Falls, South Dakota (the "Company"), does by these presents make, constitute and appoint C _ Bendt its true and lawful attorney(s)-in-fact, with full power and authority hereby conferred, to execute, acknowledge and deliver for and on its behalf as Surety, bonds for: Principal: Jasco Construction LLC Obligee: City of Fort Worth Amount: $1, 000, 000.00 and to bind the Company thereby as fully and to the same extent as if such bonds were signed by the Vice President, sealed with the corporate seal of the Company and duly attested by its Secretary, hereby ratifying and confirming all that the said attorney(s)-in- fact may do within the above stated limitations. Said appointment is made under and by authority of the following bylaw of Western Surety Company which remains in full force and effect. "Section 7. All bonds, policies, undertakings, Powers of Attorney or other obligations of the corporation shall be executed in the corporate name of the Company by the President, Secretary, any Assistant Secretary, Treasurer, or any Vice President or by such other officers as the Board of Directors may authorize. The President, any Vice President, Secretary, any Assistant Secretary, or the Treasurer may appoint Attorneys in Fact or agents who shall have authority to issue bonds, policies, or undertakings in the name of the Company. The corporate seal is not necessary for the validity of any bonds, policies, undertakings, Powers of Attorney or other obligations of the corporation. The signature of any such officer and the corporate seal may be printed by facsimile." If Bond No. 72533458 is not issued on or before midnight of December 5th, 2023 all authority conferred in this Power of Attorney shall expire and terminate. In Witness Whereof, Western Surety Company has caused these presents to be signed by its Vice President, Larry Kasten, and its corporate �g jhp,,�, affixed this 3rd day of March 2023 WESTERN SURE Y COMPANY '� p 3' L Larry Kasten, Vice President a 7k y 89 i T On!T*8#11"dtiYC1 day of March , in the year 2023 , before me, a notary public, personally appeared Larry Kasten, who being to me duly sworn, acknowledged that he signed the above Power of Attorney as the aforesaid officer of WESTERledged said instrument to be the voluntary act an ed of said corporation. S. GREEN&ADin .--. NOTARY PUBLICb _ SOUTH OTA !)AKOTSEAL Notary Public -South Dakota My Commission Expires February 12, 2027 I the undersigned officer of Western Surety Company, a stock corporation of the State of South Dakota, do hereby certify that the attached Power of Attorney is in full force and effect and is irrevocable, and furthermore, that Section 7 of the bylaws of the Company as Bet forth in the Power of Attorney is now in force. In testimony whereof, I have hereunto set my hand and seal of Western Surety Company this 3rd day of March 2023 WESTERN SUR TY COMPANY Larry Kasten, Vice President To validate bond authenticity, go to www.cnasurety.com > Owner/Obligee Services > Validate Bond Coverage. Forth F9700-4-2023 K� EXECUTED IN DUPLICATE 006119.1 MAINTENANCE BOND Page 1 of 3 1 SECTION 00 6119 2 MAINTTENANTCE Bo'`TD Bond No. 72533458 4 THE STATE OF TEXAS § 5 § KNOW ALL BY THESE PRESENTS: 6 COUNTY OF TARR ANT § 7 8 That we Jasco Construction LLC known as 9 "Principal" herein and WESTERN SURETY COMPANY , a corporate surety 10 (sureties, if more than one) duly authorized to do business in the State of Texas, known as 11 "Surety" herein (whether one or more), are held and firmly bound unto the City of Fort `Vorth, a 12 municipal corporation created pursuant to the laws of the State of Texas, known as "City" herein, 13 in the sum of Three Hundred Thousand and 00/100 Dollars ($ 300,000.00), lawful money of 14 the United States, to he paid in Fort Worth, Tarrant County, Texas, for payment of which sum 15 well and truly be made unto the City and its successors, we bind ourselves, our heirs, executors, 16 administrators, successors and assigns, jointly and severally, firmly by these presents. iF 18 AMEREAS, the Principal has entered into a certain written contract with the City awarded l9 the 14m day of Febtuary , 20 23 which Contract is hereby referred to and a made part hereof 20 for all purposes as if fully set forth herein, to furnish all materials, equipment labor and other 21 accessories as defined by law, in the prosecution of the Work, including any Work resulting from 22 a duly authorizes) Change Order (collectively herein, the "Work') as provided for in said contract 23 and designated as Utflitv Cut Repair Contract 2 2023: City Proiect No. UC-02 =-. and 24 25 WHFRF,AS, Principal binds itself to use such materials and to so construct the Work in 26 accordance with the plans, specifications and Contract Documents that the Work is and will 27 remain free from defects in materials or workmanship for and during the period of two (2) years 28 after the date of Final Acceptance of the Work by the City (`Maintenance Period'); and 29 30 VMTREAS, Principal binds itself to repair or reconstruct the Work in whole or in part 31 upon receiving notice from the City of the need therefor at any time within the Maintenance 32 Period. 33 CTTY OF FORT WORTH STANDARD CONSTRUCrION SPECIFICATION DOCUMENTS Revised July 1, 2011 UTILITY CUT REPAIR CONTRACT 2 2023 City Project No. TJC-02 2623 w so M on w M1tMIrWAMME vim I Ili WITNESS ftuwv, the Papal wd do Sum tit each NGNTED s ALED Otis 2 inannnentby duty audwrized agents and officers en VOrd 1. 4 7 A l i ST: 114L— PNAA, N I� IMr 17 18 �4,640E.FM9't87 22 7RN S.URETY.QOA� _{=a Mt 23 24 25 26 Te here A 27 24 ATTM- . Tide 30 Assl Sec, Addres:151 North Franklin. Street, 17th Floor 32 y C i o . kotllu do 34 34 iiuretygbur 13,6 7 *ice; If signed br.ati officer of the Surdy, Canty,, there must be on file a Fred extract 38 fim the by-laws s1i wiha #bait stet baei au to . ' such ubli t�i stgn ". gaioti.. Ti 10 S=ty's physical addrese is dii%d fiom its mailing addressa bo& nuut be:pwvided. 40 The"dAte ofdw bond shalt not b® priorto the date the Cbntraet is awarded. w 41 to •,: t � � °a�n 8 3` . .7. Sb: � 9iN-• ,� !�� ,� v;.:; ag A" �:. '7'.;;•.. r tF F ..p �., $,$016 NA �� C Ff EXECUTED IN DUPLICATE Western Surety Company POWER OF ATTORNEY - CERTIFIED COPY Bond No 72533458 Know All Men By These Presents, that WESTERN SURETY COMPANY, a corporation duly organized and existing under the laws of the State of South Dakota, and having its principal office in Sioux Falls, South Dakota (the "Company"), does by these presents make, constitute and appoint C . Bends its true and lawful attorney(s)-in-fact, with full power and authority hereby conferred, to execute, acknowledge and deliver for and on its behalf as Surety, bonds for: Principal: Jasco Construction LLC Obligee: City of Fort Worth Amount: $1, 000, 000.00 and to bind the Company thereby as fully and to the same extent as if such bonds were signed by the Vice President, sealed with the corporate seal of the Company and duly attested by its Secretary, hereby ratifying and confirming all that the said attorney(s)-in- fact may do within the above stated limitations. Said appointment is made under and by authority of the following bylaw of Western = Surety Company which remains in full force and effect. "Section 7. All bonds, policies, undertakings, Powers of Attorney or other obligations of the corporation shall be executed in the corporate name of the Company by the President, Secretary, any Assistant Secretary, Treasurer, or any Vice President or by such other officers as the Board of Directors may authorize. The President, any Vice President, Secretary, any Assistant Secretary, or the Treasurer may appoint Attorneys in Fact or agents who shall have authority to issue bonds, policies, or undertakings in the name of the Company. The corporate seal is not necessary for the validity of any bonds, policies, undertakings, Powers of Attorney or other obligations of the corporation. The signature of any such officer and the corporate seal may be printed by facsimile." - If Bond No. 72533458 is not issued on or before midnight of December 5th, 2023 all authority conferred in this Power of Attorney shall expire and terminate. In Witness Whereof, Western Surety Company has caused these presents to be signed by its Vice President, Larry Kasten, and its corporate s@ }e affixed this 3rd day of March 2023 E ) tf """y=. Ct11Wr, WESTERN SURE Y COMPANY e r I..akA i Gt7 Larry Kasten, Vice President ,r as C% M A On t ywlac3�� day of March in the year 2023 , before me, a notary public, personally appeared Larry Kasten, who being to me duly sworn, acknowledged that he signed the above Power of Attorney as the aforesaid officer of WESTER SURF C I o ledged said instrument to be the voluntary act an ed of said corporation. + S. GREEN A . &kV'k--N .: NOTARY PUBUC �—� SEtI SOUTH DAKOTA SEA Notary Public - South Dakota My Commission Expires February 12, 2027 I the undersigned officer of Western Surety Company, a stock corporation of the State of South Dakota, do hereby certify that the attached Power of Attorney is in full force and effect and is irrevocable, and furthermore, that Section 7 of the bylaws of the Company as set forth in the Power of Attorney is now in force. In testimony whereof, I have hereunto set my hand and seal of Western Surety Company this 3rd day of March 2023 WESTERN SUP TY COMPANY (:��7" Larry Kasten, Vice President To validate bond authenticity, go to www.cnasurety.com > Owner/Obligee Services > Validate Bond Coverage. Forth F9700-4-2023 State of Texas Claim Notice Endorsement To be attached to and form a part of Bond No. 72533458 In accordance with Section 2253.021(f) of the Texas Government Code and Section 53.202(6) of the Texas Property Code any notice of claim to the named surety under this bond(s) should be sent to: CNA Surety, Surety Claims 151 North Franklin, 17th Floor Chicago, IL 60606 1-877-672-6115 Form F6944 Figure: 28 TAC §1.601(a)(3) IMPORTANT NOTICE 1 To obtain information or make a complaint 2 You may contact Western Surety Company, Surety Bonding Company of America or Universal Surety of America at 605-336-0850. 3 You may call Western Surety Company's, Surety Bonding Company of America's or Universal Surety of America's toll -free telephone number for information or to make a complaint at: 1-800-331-6053 4 You may also write to Western Surety Company, Surety Bonding Company of America or Universal Surety of America at: P.O. Box 5077 Sioux Falls, SD 57117-5077 5 You may contact the Texas Department of Insurance to obtain information on companies, coverages, rights or complaints at: 1-800-252-3439 6 You may write the Texas Department of Insurance: P.O. Box 149104 Austin, TX 78714-9104 Fax: (512) 490-1007 Web: www.tdi.texas.gov E-Mail: ConsumerProtection@tdi.texas.gov 7 PREMIUM OR CLAIM DISPUTES: Should you have a dispute concerning your premium or about a claim you should contact Western Surety Company, Surety Bonding Company of America or Universal Surety of America first. If the dispute is not resolved, you may contact the Texas Department of Insurance. 8 ATTACH THIS NOTICE TO YOUR POLICY: This notice is for information only and does not become a part or condition of the attached document. Form F8365-42016 AVISO IMPORTANTE Para obtener informacion o para someter una queja: Puede comunicarse con Western Surety Company, Surety Bonding Company of America o Universal Surety of America al 605-336-0850. Usted puede Ilamar al numero de telefono gratis de Western Surety Company's, Surety Bonding Company of America's o Universal Surety of America's para informacion o para someter una queja al: 1-800-331-6053 Usted tambien puede escribir a Western Surety Company, Surety Bonding Company of America o Universal Surety of America: P.O. Box 5077 Sioux Falls, SD 57117-5077 Puede comunicarse con el Departamento de Seguros de Texas para obtener informacion acerca de companias, coberturas, derechos o quejas al: 1-800-252-3439 Puede escribir al Departamento de Seguros de Texas: P.O. Box 149104 Austin, TX 78714-9104 Fax: (512) 490-1007 Web: www.tdi.texas.gov E-Mail: ConsumerProtection@tdi.texas.gov DISPUTAS SOBRE PRIMAS O RECLAMOS: Si tiene una disputa concerniente a su prima o a un reclamo, debe comunicarse con el Western Surety Company, Surety Bonding Company of America o Universal Surety of America primero. Si no se resuelve la disputa, puede entonces comunicarse con el departamento (TDI). UNA ESTE AVISO A SU POLIZA: Este aviso es solo para proposito de informacion y no se convierte en parte o condicion del documento adjunto. 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 00 61 25 - 1 CERTIFICATE OF INSURANCE Page 1 of 1 SECTION 00 6125 CERTIFICATE OF INSURANCE END OF SECTION CITY OF FORT WORTH UTILITY CUT REPAIR STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CONTRACT 2 2023 Revised July 1, 2011 City Project No. UC-02 2023 ON STANDARD GENERAL CONDITIONS OF THE CONSTRUCTION CONTRACT m" 4m oft m" m m ma mp m CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision: 8/2.3✓ I w � ����^���^� 7T�� ��STANDARD C^^^`STR^~C~I^^^` CONTRACT TABLE OF CONTENTS Article l -Defidtionns and Terminology --._.--------_--_..'---''--_---'-_.--.-'-_.l 1.01 Defined Terms ............................................................................................................................... l 1.83 Terminology _..----_''.----',''.-'-'.''.--~-'--'-~'---.-.'''-'-'--'-''--6 Article2- Preliminary Matters ......................................................................................................................... 7 2L01Copies ofDocuments .................................................................................................................... 7 2-02 Commencement ofContract Time; Notice tnProceed ................................................................ 7 2-03 Starting the Work .......................................................................................................................... 0 ~~ 2-04 Before Starting Construction ------'-'--'-'.-'-'--'-'_----'-'.'''''-'--'-'--,-'---.-.-0 2J05 Preconstruction Conference .......................................................................................................... Q 2])6 Public Meeting .-....-_--.'-'--.-.----'-'-'-.'--'--''-----'-''---'-'-'-.-0 ~~ Article 3-Contract Documents: Intent, Reuse ............................................................................ 0 ~~ 3.01 InteoL--.-.-'--.-'.-'-.---.'.''--'----'--.-'''-..------------'.'-.'.-0 3.02 Reference Standards ...................................................................................................................... 9 3.03 Reporting and Resolving Discrepancies .-_---''.-------'.---'._---'-'''.'--''-'9 3.04 Amending and Supplementing Contract Documents ................................................................. l0 3.05 Reuse nfDocuments _-.-'----_..----'.'''---_--'''.''-'--'-'-_.._'—.----'lO Article 4- of�oo�'�ubm��c�����m�ol�nodd��'Ba�r��o -�-_'---~ , '�- , Environmental_ Conditions; Reference Points _ ' ll .-__-'.-.--------------^----------.._.-.--. 4`01 Availability ofLands .................................................................................................................. ll 4`02 Subsurface and Physical Conditions .-_.--.-.-------_----.---_.--------l2 4'03 Differing Subsurface nrPhysical Conditions ............................................................................. l2 ~~ 4`04 Underground Facilities ............................................................................................................... l3 4.05 Reference Points ......................................................................................................................... l4 Artick5-Bonds and Insurance ..................................................................................................................... l6 5.01 Licensed Sureties and Insurers ................................................................................................... l6 5.02 Performance, Payment and Maintenance Bonds ....................................................................... l6 5.03 Certificates nfInsurance ............................................................................................................. l6 5.04 Contractor's Insurance ................................................................................................................ l0 Article 6-Contractor's Responsibilities -.---..''-''''-...---'_----_-'_'-'-_-''-----_-l9 6J01 Supervision and Superintendence -.-_--''-.----''--'-'''..----'---'----'--..l9 CITY m,FORT WORTH � STANDARD CONSTRUCTION 8moo/ommw cx)cmmEvTo M 6.02 Labor; Working Hours ................................................................................................................ 20 6.03 Services, Materials, and Equipment ........................................................................................... 20 6.04 Project Schedule .......................................................................................................................... 21 6.05 Substitutes and "Or-Equals"....................................................................................................... 21 6.06 Concerning Subcontractors, Suppliers, and Others .................................................................... 24 6.07 Wage Rates .................................................................................................................................. 25 6.08 Patent Fees and Royalties ........................................................................................................... 26 6.09 Permits and Utilities .................................................................................................................... 27 6.10 Laws and Regulations ................................................................................................................. 27 6.11 Taxes ........................................................................................................................................... 28 6.12 Use of Site and Other Areas ....................................................................................................... 28 6.13 Record Documents ...................................................................................................................... 29 6.14 Safety and Protection .................................................................................................................. 29 6.15 Safety Representative .................................................................................................................. 30 6.16 Hazard Communication Programs ............................................................................................. 30 6.17 Emergencies and/or Rectification ............................................................................................... 30 6.18 Submittals .................................................................................................................................... 31 6.19 Continuing the Work ................................................................................................................... 32 6.20 Contractor's General Warranty and Guarantee .......................................................................... 32 6.21 Indemnification ......................................................................................................................... 33 6.22 Delegation of Professional Design Services .............................................................................. 34 6.23 Right to Audit .............................................................................................................................. 34 6.24 Nondiscrimination ....................................................................................................................... 35 dft Article 7 - Other Work at the Site ................................................................................................................... 35 7.01 Related Work at She ................................................................................................................... 35 7.02 Coordination ................................................................................................................................ 36 Article 8 - City's Responsibilities ................................................................................................................... 36 8.01 Communications to Contractor ................................................................................................... 36 8.02 Furnish Data ................................................................................................................................ 36 8.03 Pay When Due ............................................................................................................................ 36 8.04 Lands and Easements; Reports and Tests ................................................................................... 36 8.05 Change Orders ............................................................................................................................. 36 8.06 Inspections, Tests, and Approvals .............................................................................................. 36 8.07 Limitations on City's Responsibilities ....................................................................................... 37 8.08 Undisclosed Hazardous Environmental Condition .................................................................... 37 8.09 Compliance with Safety Program ............................................................................................... 37 Article 9 - City's Observation Status During Construction ........................................................................... 37 9.01 City's Project Manager ..... ....................................................................................................... 37 9.02 Visits to She ................................................................................................................................ 37 9.03 Authorized Variations in Work .................................................................................................. 38 9.04 Rejecting Defective Work .......................................................................................................... 38 9.05 Determinations for Work Performed .......................................................................................... 38 9.06 Decisions on Requirements of Contract Documents and Acceptability of Work .....................38 CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision: 9=1 Article lO- Changes inthe Work; Claims; Extra Work ................................................................................ 38 10J01 Authorized Changes in the Work ............................................................................................... 3@ 10.02 Unauthorized Changesiuthe Work ........................................................................................... 3g 10.03 Execution of Change Orders ....................................................................................................... 3g 10.04 Extra Work .................................................................................................................................. 3g 10.05 Notification toSurety .................................................................................................................. 3g Article I -Cou oftbc�/»r�;��Uovvoou�o'lJob���cV�nr�;��ou Y�cuuzocuo�ot41 ' _'� , Work; ``_-_-� ...................... ll.Ol Coo nfthe Work ......................................................................................................................... 4l 11J02Allowances .................................................................................................................................. 43 11.03 Dub Price Work .......................................................................................................................... 44 11.04 Plans Quantity Measurement .--''.'''-'---'.---'-'--.'''''---.-'----'.-'--'-_45 Article l2- Change ofContract Price; Change ofContract Time ................................................................. 46 12-01 Change ofContract Price ............................................................................................................ 46 ,~ 12-02 Change ofContract Time ............................................................................................................ 47 12-03 Dcbn/ .----'''--'-_-...,-'--'--'''-'--'--'--'----''--'''---'..~'-.''-47 Article l3-Tests and Removal orAcceptance nfDefective Work ...................... 4@ 13])1 Notice nfDefects _----.-'----'-'---'--.''------'--'-'-_---'-.''--'--4@ 13.02 Access tnWork ........................................................................................................................... 48 ~~ 13l3 Tests and Inspections --.—'--.--'--''----'-'-.-..----'--'-'''--_--,..''.----48 13.04 Uncovering Work .-----..---''---'------''--''---'.-'--'_--'''-'''-...-----4g 13.05 City May Stop the Work ............................................................................................................. 4g 13.06 Correction orRemoval ofDefective Work ................................................................................ 50 13J/7 Cncrcctk»o Period ........................................................................................................................ 5O 13.08 Acceptance ofDefective Work .--_-'-----------..---'-----'_'_.-----__5l Article l4- Payments tnContractor and Completion _.---_--.-,—'-_'-_-----'_'------52 14.01 Schedule ofValues ...................................................................................................................... 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 .............................................................................................................................. 14`08 Final Completion Delayed and Partial Retainage Release ........................................................ 50 Article 15 - Suspension ofWork and Termination _.-_---'_....-.----'-----''.--._--'-.'--'-_57 15.01 City May Suspend Work ._..-_'--'--'-'---'_-'-~......---_-'.'''-'-'-''-....'_''--57 15J02 City May Terminate for Cause ................................................................................................... 58 �~ Article l6-Dispute Resolution ...................................................................................................................... 6l ~~ CITY ovFORT WORTH ~~ STANDARD CONSTRUCTION mmoIFmA7mm ononMsNTm M Article17 — Miscellaneous .............................................................................................................................. 62 17.01 Giving Notice .............................................................................................................................. 62 17.02 Computation of Times................................................................................................................ 62 17.03 Cumulative Remedies ................................................................................................................. 62 17.04 Survival of Obligations............................................................................................................... 63 17.05 Headings ...................................................................................................................................... 63 -ft M =4 =I No Eq CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision: &2=1 ow 007200-1 GENERAL CONDITIONS Page 1 of 63 ARTICLE 1— DEFINITIONS AND TERMINOLOGY A 1.01 Defined Terms ow A. Wherever used in these General Conditions or in other Contract Documents, the terms listed below have the meanings indicated which are applicable to both the singular and plural thereof, and words denoting gender shall include the masculine, feminine and neuter. Said terms are generally capitalized or written in italics, but not always. When used in a context consistent with the definition of a listed -defined term, the term shall have a meaning as defined below whether capitalized or italicized or otherwise. In addition to terms specifically defined, terms with initial capital letters in the Contract Documents include references to identified articles and paragraphs, and the titles of other documents or forms. 1. Addenda —Written or graphic instruments issued prior to the opening of Bids which clarify, correct, or change the Bidding Requirements or the proposed Contract Documents. 2. Agreement —The written instrument which is evidence of the agreement between City and Contractor covering the Work. 3. Application for Payment —The form acceptable to City which is to be used by Contractor during the course of the Work in requesting progress or final payments and which is to be accompanied by such supporting documentation as is required by the Contract Documents. 4. Asbestos Any material that contains more than one percent asbestos and is friable or is releasing asbestos fibers into the air above current action levels established by the United States Occupational Safety and Health Administration. 5. Award —Authorization by the City Council for the City to enter into an Agreement. 6. Bid —The offer or proposal of a Bidder submitted on the prescribed form setting forth the prices for the Work to be performed. 7. Bidder —The individual or entity who submits a Bid directly to City. 8. Bidding Documents —The Bidding Requirements and the proposed Contract Documents (including all Addenda). 9. Bidding Requirements —The advertisement or Invitation to Bid, Instructions to Bidders, Bid security of acceptable form, if any, and the Bid Form with any supplements. 10. Business Day — A business day is defined as a day that the City conducts normal business, generally Monday through Friday, except for federal or state holidays observed by the City. 11. Calendar Day —A day consisting of 24 hours measured from midnight to the next midnight. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision: 82MI M 007200-1 GENERAL CONDITIONS Page 2 of 63 12. Change Order —A document, which is prepared and approved by the City, which is signed by Contractor and City and authorizes an addition, deletion, or revision in the Work or an adjustment in the Contract Price or the Contract Time, issued on or after the Effective Date of the Agreement. 13. City— The City of Fort Worth, Texas, a home -rule municipal corporation, authorized and chartered under the Texas State Statutes, acting by its governing body through its City Manager, his designee, or agents authorized under his behalf, each of which is required by Charter to perform specific duties with responsibility for final enforcement of the contracts involving the City of Fort Worth is by Charter vested in the City Manager and is the entity with whom Contractor has entered into the Agreement and for whom the Work is to be performed. 14. City Attorney — The officially appointed City Attorney of the City of Fort Worth, Texas, or his duly authorized representative. 15. City Council - The duly elected and qualified governing body of the City of Fort Worth, MP Texas. 16. City Manager — The officially appointed and authorized City Manager of the City of Fort Worth, Texas, or his duly authorized representative. 17. Contract Claim —A demand or assertion by City or Contractor seeking an adjustment of Contract Price or Contract Time, or both, or other relief with respect to the terms of the Contract. A demand for money or services by a third party is not a Contract Claim. 18. Contract —The entire and integrated written document between the City and Contractor ~ concerning the Work. The Contract contains the Agreement and all Contract Documents and supersedes prior negotiations, representations, or agreements, whether written or oral. 19. Contract Documents —Those items so designated in the Agreement. All items listed in the Agreement are Contract Documents. Approved Submittals, other Contractor submittals, and the reports and drawings of subsurface and physical conditions are not Contract Documents. 20. Contract Price —The moneys payable by City to Contractor for completion of the Work in accordance with the Contract Documents as stated in the Agreement (subject to the provisions �* of Paragraph 11.03 in the case of Unit Price Work). 21. Contract Time —The number of days or the dates stated in the Agreement to: (i) achieve Milestones, if any and (n) 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. W 23. Cost of the Work —See Paragraph 11.01 of these General Conditions for definition. Mo f CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision: 8232021 W r. 007200-1 GENERAL CONDITION S Page 3 of 63 r+ 24. Damage Claims — A demand for money or services arising from the Project or Site from a third party, City or Contractor exclusive of a Contract Claim. 25. Day or day— A day, unless otherwise defined, shall mean a Calendar Day. 26. Director of Aviation — The officially appointed Director of the Aviation Department of the City of Fort Worth, Texas, or his duly appointed representative, assistant, or agents. 27. Director of Parks and Community Services — The officially appointed Director of the Parks and Community Services Department of the City of Fort Worth, Texas, or his duly appointed representative, assistant, or agents. 28. Director of Planning and Development — The officially appointed Director of the Planning and Development Department of the City of Fort Worth, Texas, or his duly appointed representative, assistant, or agents. 29. Director of Transportation Public Works — The officially appointed Director of the Transportation Public Works Department of the City of Fort Worth, Texas, or his duly appointed representative, assistant, or agents. 30. Director of Water Department — The officially appointed Director of the Water Department _ of the City of Fort Worth, Texas, or his duly appointed representative, assistant, or agents. 31. Drawings —That part of the Contract Documents prepared or approved by Engineer which graphically shows the scope, extent, and character of the Work to be performed by Contractor. '' Submittals are not Drawings as so defined. 32. Effective Date of the Agreement —The date indicated in the Agreement on which it becomes effective, but if no such date is indicated, it means the date on which the Agreement is signed and delivered by the last of the two parties to sign and deliver. 33. Engineer —The licensed professional engineer or engineering firm registered in the State of Texas performing professional services for the City. ft- 34. Extra Work — Additional work made necessary by changes or alterations of the Contract Documents or of quantities or for other reasons for which no prices are provided in the Contract Documents. Extra work shall be part of the Work. 35. Field Order — A written order issued by City which requires changes in the Work but which does not involve a change in the Contract Price, Contract Time, or the intent of the Engineer. Field Orders are paid from Field Order Allowances incorporated into the Contract by funded work type at the time of award. 36. Final Acceptance — The written notice given by the City to the Contractor that the Work specified in the Contract Documents has been completed to the satisfaction of the City. CITY OF FORT WORTH +� STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision: 82"i✓202I d" 007200-1 GENERAL CONDITIONS Page 4 of 63 MR 37. Final Inspection — Inspection carried out by the City to verify that the Contractor has completed the Work, and each and every part or appurtenance thereof, fully, entirely, and in pa 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 MR possesses one or more hazardous characteristics as defined in the federal waste regulations, as amended from time to time. 41. Laws and Regulations Any and all applicable laws, rules, regulations, ordinances, codes, and orders of any and all governmental bodies, agencies, authorities, and courts having jurisdiction. 42. Liens —Charges, security interests, or encumbrances upon Project funds, real property, or personal property. 43. Major Item— An Item of work included in the Contract Documents that has a total cost equal to or greater than 5% of the original Contract Price or $25,000 whichever is less. am 44. Milestone —A principal event specified in the Contract Documents relating to an intermediate Contract Time prior to Final Acceptance of the Work. M 45. Notice of Award —The written notice by City to the Successful Bidder stating that upon timely compliance by the Successful Bidder with the conditions precedent listed therein, City will sign and deliver the Agreement. 46. Notice to Proceed —A written notice given by City to Contractor fixing the date on which the Contract Time will commence to run and on which Contractor shall start to perform the Work specified in Contract Documents. 47. PCBs Polychlorinated biphenyls. 48. Petroleum —Petroleum, including crude oil or any fraction thereof which is liquid at standard conditions of temperature and pressure (60 degrees Fahrenheit and 14.7 pounds per square inch absolute), such as oil, petroleum, fuel oil, oil sludge, oil refuse, gasoline, kerosene, and oil mixed with other non -Hazardous Waste and crude oils. 49. Plans — See definition of Drawings. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision: 82=1 007200-I GENERAL CONDITION S Page 5 of 63 E" 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 fm the Contractor's plan to accomplish the Work within the Contract Time. 51. Project —The Work to be performed under the Contract Documents. i 52. Project Manager —The authorized representative of the City who will be assigned to the Site. 53. Public Meeting — An announced meeting conducted by the City to facilitate public participation and to assist the public in gaining an informed view of the Project. 54. Radioactive Material —Source, special nuclear, or byproduct material as defined by the Atomic Energy Act of 1954 (42 USC Section 2011 et seq.) as amended from time to time. .r 55. Regular Working Hours —Hours beginning at 7:00 a.m. and ending at 6,00 p.m., Monday thru Friday (excluding legal holidays). 56. Samples Physical examples of materials, equipment, or workmanship that are representative of some portion of the Work and which establish the standards by which such portion of the Work will be judged. on 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. i 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 FM 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. 9. 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. M CITY OF FORT WORTH PM STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision:82MI Wd M 007200-1 GENERAL CONDITION S Page 6 of 63 62. Submittals All drawings, diagrams, illustrations, schedules, and other data or information which are specifically prepared or assembled by or for Contractor and submitted by Contractor to illustrate some portion of the Work. 63. Substantial Completion - The stage in the progress of the Project when the Work is sufficiently complete in accordance with the Contract Documents for Final Inspection. 64. Successful Bidder —The Bidder submitting the lowest and most responsive Bid to whom City me makes an Award. 65. Superintendent- The representative of the Contractor who is available at all times and able to receive instructions from the City and to act for the Contractor. 66. Supplementary Conditions —That part of the Contract Documents which amends or Mt supplements these General Conditions. 67. Supplier —A manufacturer, fabricator, supplier, distributor, materialman, or vendor having a direct contract with Contractor or with any Subcontractor to furnish materials or equipment to be incorporated in the Work by Contractor or Subcontractor. 68. Underground Facilities All underground pipelines, conduits, ducts, cables, wires, manholes, vaults, tanks, tunnels, or other such facilities or attachments, and any encasemerrts containing such facilities, including but not limited to, those that convey electricity, gases, _ steam, liquid petroleum products, telephone or other communications, cable television, water, wastewater, storm water, other liquids or chemicals, or traffic or other control systems. 69 Unit Price Work —See Paragraph 11.03 of these General Conditions for definition. 70. Weekend Working Hours - Hours beginning at 9,00 a.m. and ending at 5.00 p.m., Saturday, Sunday or legal holiday, as approved in advance by the City. r. 71. Work The entire construction or the various separately identifiable parts thereof required to be provided under the Contract Documents. Work includes and is the result of performing or ■- providing all labor, services, and documentation necessary to produce such construction including any Change Order or Field Order, and furnishing, installing, and incorporating all materials and equipment into such construction, all as required by the Contract Documents. 72. Working Day -A working day is defined as a day, not including Saturdays, Sundays, or legal holidays authorized by the City for contract purposes, in which weather or other conditions not under the control of the Contractor will permit the performance of the principal unit of work underway for a continuous period of not less than 7 hours between 7 a.m. and 6 p.m. 1.02 Terminology A. The words and terms discussed in Paragraph 1.02.13 through E are not defined but, when used in the Bidding Requirements or Contract Documents, have the indicated meaning. B. Intent of Certain Terms or Adjectives: CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision: 92=1 r 007200-1 GENERAL CONDITIONS Page 7 of 63 FM 1. The Contract Documents include the terms "as allowed," "as approved," "as ordered," "as directed" or terms of like effect or import to authorize an exercise of judgment by City. In addition, the adjectives "reasonable," "suitable," "acceptable," groper," "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: r 1. The word "defective," when modifying the word "Work," refers to Work that is unsatisfactory, faulty, or deficient in that it: a. does not conform to the Contract Documents; or b. does not meet the requirements of any applicable inspection, reference standard, test, or approval referred to in the Contract Documents; or c. has been damaged prior to City's written acceptance. D. Furnish, Install, Perform, Provide: 1. The word "Furnish" or the word "Install" or the word "Perform" or the word "Provide" or the word "Supply," or any combination or similar directive or usage thereof, shall mean furnishing and incorporating in the Work including all necessary labor, materials, equipment, and everything necessary to perform the Work indicated, unless specifically limited in the context used. E. Unless stated otherwise in the Contract Documents, words or phrases that have a well-known technical or construction industry or trade meaning are used in the Contract Documents in accordance with such recognized meaning. ARTICLE 2 — PRELIMINARY MATTERS 2.01 Copies of Documents City shall furnish to Contractor one (1) original executed copy and one (1) electronic copy of the Contract Documents, and four (4) additional copies of the Drawings. Additional copies will be furnished upon request at the cost of reproduction. 2.02 Commencement of Contract Time; Notice to Proceed The Contract Time will commence to run on the day indicated in the Notice to Proceed. A Notice to Proceed may be given no earlier than 14 days after the Effective Date of the Agreement, unless agreed to by both parties in writing. 0- CITY OF FORT WORTH +ft STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision: 92'i I 00 72 00 - I GENERAL CONDITION S Page 8 of 63 2.03 Starting the Work Contractor shall start to perform the Work on the date when the Contract Time commences to run. No Work shall be done at the Site prior to the date on which the Contract Time commences to run. 2.04 Before Starting Construction Baseline Schedules: Submit in accordance with the Contract Documents, and prior to starting the •- Work. 2.05 Preconstruction Conference Before any Work at the Site is started, the Contractor shall attend a Preconstruction Conference as specified in the Contract Documents. 2.06 Public Meeting Contractor may not mobilize any equipment, materials or resources to the Site prior to Contractor attending the Public Meeting as scheduled by the City. 2.07 Initial Acceptance of Schedules No progress payment shall be made to Contractor until acceptable schedules are submitted to City in accordance with the Schedule Specification as provided in the Contract Documents. ARTICLE 3 — CONTRACT DOCUMENTS: INTENT, AMENDING, REUSE 3.01 Intent A. The Contract Documents are complementary; what is required by one is as binding as if required by all. B. It is the intent of the Contract Documents to describe a functionally complete project (or part thereof) to be constructed in accordance with the Contract Documents. Any labor, documentation, services, materials, or equipment that reasonably may be inferred from the Contract Documents or from prevailing custom or trade usage as being required to produce the indicated result will be provided whether or not specifically called for, at no additional cost to City. C. Clarifications and interpretations of the Contract Documents shall be issued by City. D. The Specifications may vary in form, format and style. Some Specification sections may be written in varying degrees of streamlined or declarative style and some sections may be relatively narrative by comparison. Omission of such words and phrases as "the Contractor shall," "in conformity with," "as shown," or "as specified" are intentional in streamlined sections. Omitted words and phrases shall be supplied by inference. Similar types of provisions may appear in various parts of a section or articles within a part depending on the format of the CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision: 823✓ I 00 7z 00 - I GENERAL CONDITION S Page 9 of 63 section. The Contractor shall not take advantage of any variation of form, format or style in making Contract Claims. E. The cross referencing of specification sections under the subparagraph heading "Related Sections include but are not necessarily limited to" and elsewhere within each Specification section is provided as an aid and convenience to the Contractor. The Contractor shall not rely on the cross referencing provided and shall be responsible to coordinate the entire Work under the Contract Documents and provide a complete Project whether or not the cross referencing is provided in each section or whether or not the cross referencing is complete. 3.02 Reference Standards A. Standards, Specifications, Codes, Laws, and Regulations 1. Reference to standards, specifications, manuals, or codes of any technical society, organization, or association, or to Laws or Regulations, whether such reference be specific or by implication, shall mean the standard, specification, manual, code, or Laws or Regulations in effect at the time of opening of Bids (or on the Effective Date of the Agreement if there were no Bids), except as may be otherwise specifically stated in the Contract Documents. 2. No provision of any such standard, specification, manual, or code, or any instruction of a Supplier, shall be effective to change the duties or responsibilities of City, Contractor, or any of their subcontractors, consultants, agents, or employees, from those set forth in the Contract Documents. No such provision or instruction shall be effective to assign to City, or any of its officers, directors, members, partners, employees, agents, consultants, or subcontractors, any duty or authority to supervise or direct the performance of the Work or any duty or authority to undertake responsibility inconsistent with the provisions of the Contract Documents. 3.03 Reporting and Resolving Discrepancies A. Reporting Discrepancies: 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 T- CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision: 823/IO2I 007200-1 GENERAL CONDITIONS Page 10 of 63 6.17.A) until an amendment or supplement to the Contract Documents has been issued by one of the methods indicated in Paragraph 3.04. 3. Contractor shall not be liable to City for failure to report any conflict, error, ambiguity, or discrepancy in the Contract Documents unless Contractor had actual knowledge thereof. B. Resolving Discrepancies: 1. Except as may be otherwise specifically stated in the Contract Documents, the provisions of the Contract Documents shall take precedence in resolving any conflict, error, ambiguity, or discrepancy between the provisions of the Contract Documents and the provisions of any standard, specification, manual, or the instruction of any Supplier (whether or not specifically incorporated by reference in the Contract Documents). 2. In case of discrepancies, figured dimensions shall govern over scaled dimensions, Plans shall govern over Specifications, Supplementary Conditions shall govern over General Conditions and Specifications, and quantities shown on the Plans shall govern over those shown in the proposal. 3.04 Amending and Supplementing Contract Documents A. The Contract Documents may be amended to provide for additions, deletions, and revisions in the Work or to modify the terms and conditions thereof by a Change Order. B. The requirements of the Contract Documents may be supplemented, and minor variations and deviations in the Work not involving a change in Contract Price or Contract Time, may be authorized, by one or more of the following ways: W 1. A Field Order; 2. City's review of a Submittal (subject to the provisions of Paragraph 6.18.C); or 3. City's written interpretation or clarification. 3.05 Reuse of Documents A. Contractor and any Subcontractor or Supplier shall not: w 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 on the Project or any other project without written consent of City and specific written verification or adaptation by Engineer. f CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision: &2?✓A I N 007200-1 GENERAL CONDITION S Page 11 of 63 B. The prohibitions of this Paragraph 3.05 will survive fmal 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 -lime electronic document management and collaboration system site. Files in electronic media format of text, data, graphics, or other types are furnished only for the convenience of the receiving party. Any conclusion or information obtained or derived from such electronic files will be atthe user's sole risk. If there is a discrepancy between the electronic files and the hard copies, the hard copies govern. B. When transferring documents in electronic media format, the transferring party makes no representations as to long term compatibility, usability, or readability of documents resulting from the use of software application packages, operating systems, or computer hardware differing from — those used by the data's creator. ARTICLE 4 — AVAILABILITY OF LANDS; SUBSURFACE AND PHYSICAL CONDITIONS; HAZARDOUS ENVIRONMENTAL CONDITIONS; REFERENCE POINTS 4.01 Availability of Lands A. City shall furnish the Site. City shall notify Contractor of any encumbrances or restrictions not of general application but specifically related to use of the Site with which Contractor must comply in performing the Work. City will obtain in a timely manner and pay for casements for permanent structures or permanent changes in existing facilities. 1. The City has obtained or anticipates acquisition of and/or access to right-of-way, and/or easements. Any outstanding right-of-way and/or easements are anticipated to be acquired in accordance with the schedule set forth in the Supplementary Conditions. The Project Schedule submitted by the Contractor in accordance with the Contract Documents must consider any outstanding right-of-way, and/or easements. 2. The City has or anticipates removing and/or relocating utilities, and obstructions to the Site. Any outstanding removal or relocation of utilities or obstructions is anticipated in accordance with the schedule set forth in the Supplementary Conditions. The Project Schedule submitted by the Contractor in accordance with the Contract Documents must consider any outstanding utilities or obstructions to be removed, adjusted, and/or relocated by others. B. Upon reasonable written request, City shall furnish Contractor with a current statement of record .. legal title and legal description of the lands upon which the Work is to be performed. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision: &22i/ I 007200-1 GENERAL CONDITIONS Page 12 of 63 C. Contractor shall provide for all additional lands and access thereto that may be required for construction facilities or storage of materials and equipment. 4.02 Subsurface and Physical Conditions um A. Reports and Drawings: The Supplementary Conditions identify: 1. those reports known to City of explorations and tests of subsurface conditions at or �., contiguous to the Site; and 2. those drawings known to City of physical conditions relating to existing surface or subsurface structures at the Site (except Underground Facilities). B. Limited Reliance by Contractor on Technical Data Authorized: Contractor may rely upon the accuracy of the "technical data" contained in such reports and drawings, but such reports and drawings are not Contract Documents. Such "technical data" is identified in the Supplementary Conditions. Contractor may not make any Contract Claim against City, or any of their officers, directors, members, partners, employees, agents, consultants, or subcontractors with respect to: 1. the completeness of such reports and drawings for Contractor's purposes, including, but not limited to, any aspects of the means, methods, techniques, sequences, and procedures of construction to be employed by Contractor, and safety precautions and programs incident thereto; or 2. other data, interpretations, opinions, and information contained in such reports or shown or indicated in such drawings; or -- 3. any Contractor interpretation of or conclusion drawn from any "technical data" or any such other data, interpretations, opinions, or information. 4.03 Differing Subsurface or Physical Conditions A. Notice: If Contractor believes that any subsurface or physical condition that is uncovered or revealed either: 1. is of such a nature as to establish that any "technical data" on which Contractor is entitled to am 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 -AM 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 NW generally recognized as inherent in work of the character provided for in the Contract Documents; CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision: 8/23/2D21 w 007200-1 GENERAL CONDITION S Page 13 of 63 then Contractor shall, promptly after becoming aware thereof and before further disturbing the subsurface or physical conditions or performing any Work in connection therewith (except in an — emergency as required by Paragraph 6.17.A), notify City in writing about such condition. B. Possible Price and Time Adjustments Contractor shall not be entitled to any adjustment in the Contract Price or Contract Time if: 1. Contractor knew of the existence of such conditions at the time Contractor made a final commitment to City with respect to Contract Price and Contract Time by the submission of a Bid or becoming bound under a negotiated contract; or 2. the existence of such condition could reasonably have been discovered or revealed as a result of the examination of the Contract Documents or the Site; or 3. Contractor failed to give the written notice as required by Paragraph 4.03.A. 4.04 Underground Facilities A. Shown or Indicated.- The information and data shown or indicated in the Contract Documents with respectto existing Underground Facilities at or contiguous to the Site is based on information and data furnished to City or Engineer by the owners of such Underground Facilities, — including City, or by others. Unless it is otherwise expressly provided in the Supplementary Conditions: 1. City and Engineer shall not be responsible for the accuracy or completeness of any such information or data provided by others; and 2. the cost of all of the following will be included in the Contract Price, and Contractor shall have full responsibility for: a. reviewing and checking all such information and data; b. locating all Underground Facilities shown or indicated in the Contract Documents; _ c. coordination and adjustment of the Work with the owners of such Underground Facilities, including City, during construction; and d. the safety and protection of all such Underground Facilities and repairing any damage thereto resulting from the Work. B. Not Shown or Indicated: 1. If an Underground Facility which conflicts with the Work is uncovered or revealed at or — contiguous to the Site which was not shown or indicated, or not shown or indicated with reasonable accuracy in the Contract Documents, Contractor shall, promptly after becoming aware thereof and before further disturbing conditions affected thereby or performing any — CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision: 82Y21721 007200-1 GENERAL CONDITIONS Page 14 of 63 Work in connection therewith (except in an emergency as required by Paragraph 6.17.A), identify the owner of such Underground Facility and give notice to that owner and to City. City will review the discovered Underground Facility and determine the extent, if any, to which a change may be required in the Contract Documents to reflect and document the consequences of the existence or location of the Underground Facility. Contractor shall be responsible for the safety and protection of such discovered Underground Facility. 2. If City concludes that a change in the Contract Documents is required, a Change Order may be issued to reflect and document such consequences. 3. Verification of existing utilities, structures, and service Imes shall include notification of all �- utility companies a minimum of 48 hours in advance of construction including exploratory excavation if necessary. .., 4.05 Reference Points A. City shall provide engineering surveys to establish reference points for construction, which in City's judgment are necessary to enable Contractor to proceed with the Work. City will provide construction stakes or other customary method of marking to establish line and grades for roadway and utility construction, centerlines and benchmarks for bridgework. Contractor shall protect and preserve the established reference points and property monuments, and shall make no changes or relocations. Contractor shall report to City whenever any reference point or property monument is lost or destroyed or requires relocation because of necessary changes in grades or locations. The City shall be responsible for the replacement or relocation of reference points or property monuments not carelessly or willfully destroyed by the Contractor. The Contractor shall notify City in advance and with sufficient time to avoid delays. B. Whenever, in the opinion of the City, any reference point or monument has been carelessly or willfully destroyed, disturbed, or removed by the Contractor or any of his employees, the full cost for replacing such points plus 25% will be charged against the Contractor, and the full amount will be deducted from payment due the Contractor. 4.06 Hazardous Environmental Condition at Site A. Reports and Drawings: The Supplementary Conditions identify those reports and drawings known to City relating to Hazardous Environmental Conditions that have been identified at the Site. B. Limited Reliance by Contractor on Technical Data Authorized: Contractor may rely upon the accuracy of the 'technical data" contained in such reports and drawings, but such reports and -■ drawings are not Contract Documents. Such "technical data" is identified in the Supplementary Conditions. Contractor may not make any Contract Claim against City, or any of their officers, directors, members, partners, employees, agents, consultants, or subcontractors with respect to: 1. the completeness of such reports and drawings for Contractor's purposes, including, but not limited to, any aspects of the means, methods, techniques, sequences and procedures of CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision: 8aMI 007200-1 GENERAL CONDITION S Page 15 of 63 construction to be employed by Contractor and safety precautions and programs incident thereto; or 2. other data, interpretations, opinions and information contained in such reports or shown or indicated in such drawings; or 3. any Contractor interpretation of or conclusion drawn from any "technical data" or any such other data, interpretations, opinions or information. C. Contractor shall not be responsible for any Hazardous Environmental Condition uncovered or revealed at the Site which was not shown or indicated in Drawings or Specifications or identified in the Contract Documents to be within the scope of the Work. Contractor shall be responsible for — a Hazardous Environmental Condition created with any materials brought to the Site by Contractor, Subcontractors, Suppliers, or anyone else for whom Contractor is responsible. D. If Contractor encounters a Hazardous Environmental Condition or if Contractor or anyone for whom Contractor is responsible creates a Hazardous Environmental Condition, Contractor shall immediately: (i) secure or otherwise isolate such condition; (ii) stop all Work in connection with such condition and in any area affected thereby (except in an emergency as required by Paragraph 6.17.A); and (iii) notify City (and promptly thereafter confirm such notice in writing). City may consider the necessity to retain a qualified expert to evaluate such condition or take corrective action, if any. E. Contractor shall not be required to resume Work in connection with such condition or in any affected area until after City has obtained any required permits related thereto and delivered written notice to Contractor: (i) specifying that such condition and any affected area is or has been rendered suitable for the resumption of Work; or (n) specifying any special conditions under which such Work may be resumed. F. If after receipt of such written notice Contractor does not agree to resume such Work based on a reasonable belief it is unsafe, or does not agree to resume such Work under such special conditions, then City may order the portion of the Work that is in the area affected by such condition to be deleted from the Work. City may have such deleted portion of the Work performed by City's own forces or others. " G. To the fullest extent permitted by Laws and Regulations, Contractor shall indemnify and hold harmless City, from and against all claims, costs, losses, and damages (including but not limited ' to all fees and charges of engineers, architects, attorneys, and other professionals and all court or arbitration or other dispute resolution costs) arising out of or relating to a Hazardous Environmental Condition created by Contractoror by anyonefor whom Contractor is responsible. T Nothing in this Paragraph 4.06.G shall obligate Contractor to indemnify any individual or entity from and against the consequences of that individual's or entity's own negligence. H. The provisions of Paragraphs 4.02, 4.03, and 4.04 do not apply to a Hazardous Environmental Condition uncovered or revealed at the Site. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision: 823/ I 007200-1 GENERAL CONDITION S Page 16 of 63 ARTICLE 5 — BONDS AND INSURANCE bw 5.01 Licensed Suretiesandlnsurers 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 i A. Contractor shall furnish performance and payment bonds, in accordance with Texas Government Code Chapter 2253 or successor statute, each in an amount equal to the Contract Price as security for the faithful performance and payment of all of Contractor's obligations under the Contract Documents. B. Contractor shall furnish maintenance bonds in an amount equal to the Contract Price as security to protect the City against any defects in any portion of the Work described in the Contract Documents. Maintenance bonds shall remain in effect for two (2) years after the date of Final Acceptance by the City. C. All bonds shall be in the form prescribed by the Contract Documents except as provided otherwise by Laws or Regulations, and shall be executed by such sureties as are named in the list of "Companies Holding Certificates of Authority as Acceptable Sureties on Federal Bonds and as Acceptable Reinsuring Companies" as published in Circular 570 (amended) by the Financial Management Service, Surety Bond Branch, U.S. Department of the Treasury. All bonds signed by an agent or attorney -in -fact must be accompanied by a sealed and dated power of attorney which shall show that it is effective on the date the agent or attorney -in -fact signed each bond. D. If the surety on any bond furnished by Contractor is declared bankrupt or becomes insolvent or its right to do business is terminated in the State of Texas or it ceases to meet the requirements of Paragraph 5.02.C, Contractor shall promptly notify City and shall, within 30 days after the event giving rise to such notification, provide another bond and surety, both of which shall comply with the requirements of Paragraphs 5.01 and 5.02.C. 5.03 Certificates of Insurance Contractor shall deliver to City, with copies to each additional insured and loss payee identified in the Supplementary Conditions, certificates of insurance (other evidence of insurance requested by City or any other additional insured) in at least the minimum amount as specified in the Supplementary Conditions which Contractor is required to purchase and maintain. 1. The certificate of insurance shall document the City, and all identified entities named in the Supplementary Conditions as "Additional Insured" on all liability policies. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision: 82'i2 I •r 007200-1 GENERAL CONDITIONS Page 17 of 63 2. The Contractor's general liability insurance shall include a, "per project" or "per location", endorsement, which shall be identified in the certificate of insurance provided to the City. 3. The certificate shall be signed by an agent authorized to bind coverage on behalf of the insured, be complete in its entirety, and show complete insurance carrier names as listed in the current A.M. Best Property & Casualty Guide 4. The insurers for all policies must be licensed and/or approved to do business in the State of Texas. Except for workers' compensation, all insurers must have a minimum rating of A-: VII in the current A. M. Best Key Rating Guide or have reasonably equivalent financial strength and solvency to the satisfaction of Risk Management. If the rating is below that required, written approval of City is required. 5. All applicable policies shall include a Waiver of Subrogation (Rights of Recovery) in favor of the City. In addition, the Contractor agrees to waive all rights of subrogation against the -- Engineer (if applicable), and each additional insured identified in the Supplementary Conditions 6. Failure of the City to demand such certificates or other evidence of full compliance with the insurance requirements or failure of the City to identify a deficiency from evidence that is provided shall not be construed as a waiver of Contractor's obligation to maintain such fines of insurance coverage. 7. If insurance policies are not written for specified coverage limits, an Umbrella or Excess Liability insurance for any differences is required. Excess Liability shall follow form of the primary coverage. 8. Unless otherwise stated, all required insurance shall be written on the "occurrence basis". If coverage is underwritten on a claims -made basis, the retroactive date shall be coincident with or prior to the date of the effective date of the agreement and the certificate of insurance shall state that the coverage is claims -made and the retroactive date. The insurance coverage shall be maintained for the duration of the Contract and for three (3) years following Final Acceptance provided under the Contract Documents or for the warranty period, whichever is longer. An annual certificate of insurance submitted to the City shall evidence such insurance coverage. 9. Policies shall have no exclusions by endorsements, which, neither nullify or amend, the — required lines of coverage, nor decrease the limits of said coverage unless such endorsements are approved in writing by the City. In the event a Contract has been bid or executed and the exclusions are determined to be unacceptable or the City desires additional insurance coverage, and the City desires the contractor/engineer to obtain such coverage, the contract price shall be adjusted by the cost of the premium for such additional coverage plus 10%. 10. Any self -insured retention (SIR), in excess of $25,000.00, affecting required insurance coverage shall be approved by the City in regards to asset value and stockholders' equity. In CITY OF FORT WORTH t STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision: &2MI no MP 007200-1 GENERAL CONDITIONS Page 18 of 63 dw lieu of traditional insurance, alternative coverage maintained through insurance pools or risk retention groups, must also be approved by City. 11. Any deductible in excess of $5,000.00, for any policy that does not provide coverage on a first -dollar basis, must be acceptable to and approved by the City. 12. City, at its sole discretion, reserves the right to review the insurance requirements and to make reasonable adjustments to insurance coverage's and their limits when deemed necessary �— and prudent by the City based upon changes in statutory law, court decision or the claims history of the industry as well as of the contracting party to the City. The City shall be required to provide prior notice of 90 days, and the insurance adjustments shall be incorporated into the Work by Change Order. 13. City shall be entitled, upon written request and without expense, to receive copies of policies and endorsements thereto and may make any reasonable requests for deletion or revision or modifications of particular policy terms, conditions, limitations, or exclusions necessary to conform the policy and endorsements to the requirements of the Contract. Deletions, revisions, or modifications shall not be required where policy provisions are established by law or regulations binding upon either party or the underwriter on any such policies. Me 14. City shall not be responsible for the direct payment of insurance premium costs for Contractor's insurance. 5.04 Contractor's Insurance A. Workers Compensation and Employers' Liability. Contractor shall purchase and maintain such insurance coverage with limits consistent with statutory benefits outlined in the Texas Workers' Compensation Act (Texas Labor Code, Ch. 406, as amended), and minimum limits for Employers' Liability as is appropriate for the Work being performed and as will provide protection from claims set forth below which may arise out of or result from Contractor's performance of the Work and Contractor's other obligations under the Contract Documents, whether it is to be performed by Contractor, any Subcontractor or Supplier, or by anyone directly or indirectly employed by any of them to perform any of the Work, or by anyone for whose acts any of them may be liable: 1. claims under workers' compensation, disability benefits, and other similar employee benefit acts; 2. claims for damages because of bodily injury, occupational sickness or disease, or death of Contractor's employees. B. Commercial General Liability. Coverage shall include but not be limited to covering liability (bodily injury or property damage) arising from: premises/operations, independent contractors, T 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: 82MI 007200-1 GENERAL CONDITIONS Page 19 of 63 insurance or self-insurance programs afforded to the City. The Commercial General Liability policy, shall have no exclusions by endorsements that would alter of nullify premises/operations, products/completed operations, contractual, personal injury, or advertising injury, which are normally contained with the policy, unless the City approves such exclusions in writing. For construction projects that present a substantial completed operation exposure, the City may require the contractor to maintain completed operations coverage for a minimum of no less than three (3) years following the completion of the project (if identified in the Supplementary Conditions). C. Automobile Liability. A commercial business auto policy shall provide coverage on "any auto", defined as autos owned, hired and non -owned and provide indemnity for claims for damages because bodily injury or death of any person and or property damage arising out of the work, maintenance or use of any motor vehicle by the Contractor, any Subcontractor or Supplier, or by anyone directly or indirectly employed by any of them to perform any of the Work, or by anyone for whose acts any of them may be liable. D. Railroad Protective Liability. If any of the work or any warranty work is within the limits of —' railroad right-of-way, the Contractor shall comply with the requirements identified in the Supplementary Conditions. E. Notification of Policy Cancellation: Contractor shall immediately notify City upon cancellation or other loss of insurance coverage. Contractor shall stop work until replacement insurance has been procured. There shall be no time credit for days not worked pursuant to this section. 5.05 Acceptance of 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 T by the Contract Documents, the City shall notify the Contractor in writing of such failure prior to the start of the Work, or of such failure to maintain prior to any change in the required coverage. ARTICLE 6 — CONTRACTOR'S RESPONSIBILITIES 6.01 Supervision and Superintendence A. Contractor shall supervise, inspect, and direct the Work competently and efficiently, devoting such attention thereto and applying such skills and expertise as may be necessary to perform the Work in accordance with the Contract Documents. Contractor shall be solely responsible for the means, methods, techniques, sequences, and procedures of construction. CITY OF FORT WORTH -- STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision: 921✓ I 00 72 00 -1 GENERAL CONDITIONS Page 20 of 63 B. At all times during the progress of the Work, Contractor shall assign a competent, English- speaking, Superintendent who shall not be replaced without written notice to City. The Superintendent will be Contractor's representative at the Site and shall have authority to act on behalf of Contractor. All communication given to or received from the Superintendent shall be binding on Contractor. C. Contractor shall notify the City 24 hours prior to moving areas during the sequence of construction. 6.02 Labor; Working Hours A. Contractor shall provide competent, suitably qualified personnel to perform construction as required by the Contract Documents. Contractor shall at all times maintain good discipline and order at the Site. B. Except as otherwise required for the safety or protection of persons or the Work or property at the Site or adjacent thereto, and except as otherwise stated in the Contract Documents, all Work at the Site shall be performed during Regular Working Hours. Contractor will not permit the performance of Work beyond Regular Working Hours or for Weekend Working Hours without City's written consent (which will not be unreasonably withheld). Written request (by letter or electronic communication) to perform Work: 1. for beyond Regular Working Hours request must be made by noon at least two (2) Business Days prior .� 2. for Weekend Working Hours request must be made by noon of the preceding Thursday 3. for legal holidays request must be made by noon two Business Days prior to the legal holiday. 6.03 Services, Materials, and Equipment A. Unless otherwise specified in the Contract Documents, Contractor shall provide and assume full responsibility for all services, materials, equipment, labor, transportation, construction equipment and machinery, tools, appliances, fuel, power, light, heat, telephone, water, sanitary facilities, temporary facilities, and all other facilities and incidentals necessary for the performance, Contractor required testing, start-up, and completion of the Work. B. All materials and equipment incorporated into the Work shall be as specified or, if not specified, shall be of good quality and new, except as otherwise provided in the Contract Documents. All special warranties and guarantees required by the Specifications shall expressly run to the benefit of City. If required by City, Contractor shall furnish satisfactory evidence (including reports of required tests) as to the source, kind, and quality of materials and equipment. MR CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision: 82'i2(JZI 007200-1 GENERAL CONDITIONS Page 21 of 63 C. All materials and equipment to be incorporated into the Work shall be stored, applied, installed, connected, erected, protected, used, cleaned, and conditioned in accordance with instructions of the applicable Supplier, except as otherwise may be provided in the Contract Documents. D. All items of standard equipment to be incorporated into the Work shall be the latest model at the time of bid, unless otherwise specified. 6.04 Project Schedule A. Contractor shall adhere to the Project Schedule established in accordance with Paragraph 2.07 and the General Requirements as it may be adjusted from time to time as provided below. 1. Contractor shall submit to City for acceptance (to the extent indicated in Paragraph 2.07 and the General Requirements) proposed adjustments in the Project Schedule that will not result in changing the Contract Time. Such adjustments will comply with any provisions of the General Requirements applicable thereto. 2. Contractor shall submit to City a monthly Project Schedule with a monthly progress payment for the duration of the Contract in accordance with the schedule specification 0132 16. 3. Proposed adjustments in the Project Schedule that will change the Contract Time shall be submitted in accordance with the requirements of Article 12. Adjustments in Contract Time may only be made by a Change Order. 6.05 Substitutes and "Or -Equals" A. Whenever an item of material or equipment is specified or described in the Contract Documents by using the name of a proprietary item or the name of a particular Supplier, the specification or description is intended to establish the type, function, appearance, and quality required. Unless the specification or description contains or is followed by words reading that no Ike, 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: 8=1 007200-1 GENERAL CONDITIONS Page 22 of 63 2) it will reliably perform at least equally well the function and achieve the results imposed by the design concept of the completed Project as a functioning whole; and 3) it has a proven record of performance and availability of responsive service; and b. Contractor certifies that, if approved and incorporated into the Work: 1) there will be no increase in cost to the City or increase in Contract Time; and 2) it will conform substantially to the detailed requirements of the item named in the Contract Documents. 2. Substitute Items: _ a. If in City's sole discretion an item of material or equipment proposed by Contractor does not qualify as an "or -equal" item under Paragraph 6.05.A.1, it may be submitted as a proposed substitute item. b. Contractor shall submit sufficient information as provided below to allow City to determine if the item of material or equipment proposed is essentially equivalent to that named and an acceptable substitute therefor. Requests for review of proposed substitute items of material or equipment will not be accepted by City from anyone other than Contractor. M c. Contractor shall make written application to City for review of a proposed substitute item of material or equipment that Contractor seeks to furnish or use. The application shall comply with Section 0125 00 and: 1) shall certify that the proposed substitute item will: a) perform adequately the functions and achieve the results called for by the general design; b) be similar in substance to that specified; c) be suited to the same use as that specified; and 2) will state: a) the extent, if any, to which the use of the proposed substitute item will prejudice Contractor's achievement of final completion on time; b) whether use of the proposed substitute item in the Work will require a change in any of the Contract Documents (or in the provisions of any other direct contract with City for other work on the Project) to adapt the design to the proposed substitute item; CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision: 823202I 007200-1 GENERAL CONDITION S Page 23 of 63 c) whether incorporation or use of the proposed substitute item in connection with the Work is subject to payment of any license fee or royalty; and 3) will identify: a) all variations of the proposed substitute item from that specified; b) available engineering, sales, maintenance, repair, and replacement services; and 4) shall contain an itemized estimate of all costs or credits that will result directly or indirectly from use of such substitute item, including costs of redesign and Damage Claims of other contractors affected by any resulting change. B. Substitute Construction Methods 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 themfrom 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: 823/L I 007200-1 GENERAL CONDITIONS Page 24 of 63 M G. City Substitute Reimbursement: Costs (savings or charges) attributable to acceptance of a substitute shall be incorporated to the Contract by Change Order. dw 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.O6.C). C. The City may from time to time require the use of certain Subcontractors, Suppliers, or other individuals or entities on the project, and will provide such requirements in the Supplementary Conditions. _ D. Minority Business Enterprise Compliance: It is City policy to ensure the full and equitable participation by Minority Business Enterprises (MBE) in the procurement of goods and services on a contractual basis. If the Contract Documents provide for a MBE goal, Contractor is required to comply with the intent of the City's MBE Ordinance (as amended) by the following: 1. Contractor shall, upon request by City, provide complete and accurate information regarding actual work performed by a MBE on the Contract and payment therefor. 2. Contractor will not make additions, deletions, or substitutions of accepted MBE without written consent of the City. Any unjustified change or deletion shall be a material breach of Contract and may result in debarment in accordance with the procedures outlined in the Ordinance. 3. Contractor shall, upon request by City, allow an audit and/or examination of any books, records, or files in the possession of the Contractor that will substantiate the actual work performed by an MBE. Material misrepresentation of any nature will be grounds for termination of the .� Contract in accordance with Paragraph 15.O2.A. Any such misrepresentation may be grounds for disqualification of Contractor to bid on future contracts with the City for a period of not less than three years. E. Contractor shall be fully responsible to City for all acts and omissions of the Subcontractors, Suppliers, and other individuals or entities performing or furnishing any of the Work just as ,., Contractor is responsible for Contractor's own acts and omissions. Nothing in the Contract Documents: +. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision: 523 I 007200-1 GENERAL CONDITION S Page 25 of 63 1. shall create for the benefit of any such Subcontractor, Supplier, or other individual or entity any contractual relationship between City and any such Subcontractor, Supplier or other individual or entity; nor 2. shall create any obligation on the part of City to pay or to see to the payment of any moneys due any such Subcontractor, Supplier, or other individual or entity except as may otherwise be required by Laws and Regulations. F. Contractor shall be solely responsible for scheduling and coordinating the Work of Subcontractors, Suppliers, and other individuals or entities performing or furnishing any of the Work under a direct or indirect contract with Contractor. G. All Subcontractors, Suppliers, and such other individuals or entities performing or furnishing any of the Work shall communicate with City through Contractor. H. All Work performed for Contractor by a Subcontractor or Supplier will be pursuant to an appropriate agreement between Contractor and the Subcontractor or Supplier which specifically binds the Subcontractor or Supplier to the applicable terms and conditions of the Contract ._ Documents for the benefit of City. 6.07 Wage Rates PM A. Duty to pay Prevailing Wage Rates. The Contractor shall comply with all requirements of Chapter 2258, Texas Government Code (as amended), including the payment of not less than the rates determined by the City Council of the City of Fort Worth to be the prevailing wage rates in accordance with Chapter 2258. Such prevailing wage rates are included in these Contract Documents. B. Penaltyfor Violation. A Contractor or any Subcontractor who does not pay the prevailing wage shall, upon demand made by the City, pay to the City $60 for each worker employed for each calendar day or part of the day that the worker is paid less than the prevailing wage rates stipulated in these contract documents. This penalty shall be retained by the City to offset its administrative costs, pursuant to Texas Government Code 2258.023. C. Complaints of Violations and City Determination of Good Cause. On receipt of information, including a complaint by a worker, concerning an alleged violation of 2258.023, Texas Government Code, by a Contractor or Subcontractor, the City shall make an initial determination, before the 31st day after the date the City receives the information, as to whether good cause exists to believe that the violation occurred. The City shall notify in writing the Contractor or Subcontractor and any affected worker of its initial determination. Upon the City's — determination that there is good cause to believe the Contractor or Subcontractor has violated Chapter 2258, the City shall retain the full amounts claimed by the claimant or claimants as the difference betweenwages paid and wages due under the prevailing wage rates, such amounts being subtracted from successive progress payments pending a final determination of the violation. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision: 8/L3/L721 007200-1 GENERAL CONDITIONS Page 26 of 63 D. Arbitration Required if Violation Not Resolved. An issue relating to an alleged violation of Section 2258.023, Texas Government Code, including a penalty owed to the City or an affected worker, shall be submitted to binding arbitration in accordance with the Texas General Arbitration Act (Article 224 et seq., Revised Statutes) if the Contractor or Subcontractor and any affected worker does not resolve the issue by agreementbefore the 15th day afterthe date the City makes its initial MW determination pursuant to Paragraph C above. If the persons required to arbitrate under this section do not agree on an arbitrator before the 11th day after the date that arbitration is required, a district court shall appoint an arbitrator on the petition of any of the persons. The City is not a party in the arbitration. The decision and award of the arbitrator is final and binding on all parties and may be enforced in any court of competent jurisdiction. E. Records to be Maintained. The Contractor and each Subcontractor shall, for a period of three (3) years following the date of acceptance of the work, maintain records that show (i) the name and occupation of each worker employed by the Contractor in the construction of the Work provided for in this Contract; and (ii) the actual per diem wages paid to each worker. The records shall be open at all reasonable hours for inspection by the City. The provisions of Paragraph 6.23, Right to Audit, shall pertain to this inspection. F. 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 on otherwise require all of its Subcontractors to comply with Paragraphs A through G above. 6.08 Patent Fees and Royalties A. Contractor shall pay all license fees and royalties and assume all costs incident to the use in the performance of the Work or the incorporation in the Work of any invention, design, process, product, or device which is the subject of patent rights or copyrights held by others. If a particular invention, design, process, product, or device is specified in the Contract Documents for use in the performance of the Work and if, to the actual knowledge of City, its use is subject to patent rights or copyrights calling for the payment of any license fee or royalty to others, the existence of such rights shall be disclosed by City in the Contract Documents. Failure of the City to disclose such information does not relieve the Contractor from its obligations to pay for the use of said fees or royalties to others. B. To the fullest extent permitted by Laws and Regulations, Contractor shall indemnify and hold harmless City, from and against all claims, costs, losses, and damages (including but not limited to all fees and charges of engineers, architects, attorneys, and other professionals and all court or arbitration or other dispute resolution costs) arising out of or relating to any infringement of patent rights or copyrights incident to the use in the performance ofthe Work or resultingfrom CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision: 82MI P" 007200-1 GENERAL CONDITIONS Page 27 of 63 M the incorporation in the Work of any invention, design, process, product, or device not specified in the Contract Documents. 6.09 Permits and Utilities A. Contractor obtained permits and licenses. Contractor shall obtain and pay for all construction '^ permits and licenses except those provided for in the Supplementary Conditions or Contract Documents. City shall assist Contractor, when necessary, in obtaining such permits and licenses. Contractor shall pay all governmental charges and inspection fees necessary for the prosecution of the Work which are applicable at the time of opening of Bids, or, if there are no Bids, on the Effective Date of the Agreement, except for permits provided by the City as specified in 6.09.13. City shall pay all charges of utility owners for connections for providing permanent service to the Work. B. City obtainedpermits and licenses. City will obtain and pay for all permits and licenses as provided PM for in the Supplementary Conditions or Contract Documents. It will be the Contractor's responsibility to carry out the provisions of the permit. If the Contractor initiates changes to the Contract and the City approves the changes, the Contractor is responsible for obtaining clearances �* and coordinating with the appropriate regulatory agency. The City will not reimburse the Contractor for any cost associated with these requirements of any City acquired permit. The following are permits the City will obtain if required: 1. Texas Department of Transportation Permits 2. U.S. Army Corps of Engineers Permits 3. Texas Commission on Environmental Quality Permits 4. Railroad Company Permits C. Outstanding permits and licenses. The City anticipates acquisition of and/or access to permits and licenses. Any outstanding permits and licenses are anticipated to be acquired in accordance with the schedule set forth in the Supplementary Conditions. The Project Schedule submitted by the Contractor in accordance with the Contract Documents must consider any outstanding permits '^ and licenses. 6.10 Laws and Regulations A. Contractor shall give all notices required by and shall comply with all Laws and Regulations applicable to the performance of the Work. Except where otherwise expressly required by applicable Laws and Regulations, the City shall not be responsible for monitoring Contractor's compliance with any Laws or Regulations. B. If Contractor performs any Work knowing or having reason to know that it is contrary to Laws or Regulations, Contractor shall bear all claims, costs, losses, and damages (including but not limited to all fees and charges of engineers, architects, attorneys, and other professionals and all CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision: &23 I 007200-1 GENERAL CONDITIONS Page 28 of 63 court or arbitration or other dispute resolution costs) arising out of or relating to such Work. However, it shall not be Contractor's responsibility to make certain that the Specifications and Drawings are in accordance with Laws and Regulations, but this shall not relieve Contractor of Contractor's obligations under Paragraph 3.02. C. Changes in Laws or Regulations not known at the time of opening of Bids having an effect on the cost or time of performance of the Work may be the subject of an adjustment in Contract Price or Contract Time. i 6.11 Taxes A. On a contract awarded by the City, an organization which qualifies for exemption pursuant to Texas Tax Code, Subchapter H, Sections 151.301-335 (as amended), the Contractor may purchase, rent or lease all materials, supplies and equipment used or consumed in the performance of this contract by issuing to his supplier an exemption certificate in lieu of the tax, said exemption certificate to comply with State Comptroller's Ruling .007. Any such exemption certificate issued to the Contractor in lieu of the tax shall be subject to and shall comply with the provision of State .. Comptroller's Ruling .011, and any other applicable rulings pertaining to the Texas Tax Code, Subchapter H. i B. Texas Tax permits and information may be obtained from: 1. Comptroller of Public Accounts Sales Tax Division Mo Capitol Station Austin, TX 78711; or 2. http://www.window.state.tx.us/taxinfo/taxforms/93-forms.html 6.12 Use of Site and Other Areas A. Limitation on Use of Site and Other Areas: 1. Contractor shall confine construction equipment, the storage of materials and equipment, and the operations of workers to the Site and other areas permitted by Laws and Regulations, and shall not unreasonably encumber the Site and other areas with construction equipment or other materials or equipment. Contractor shall assume full responsibility for any damage to any such land or area, or to the owner or occupant thereof, or of any adjacent land or areas resulting from the performance of the Work. 2. At any time when, in the judgment of the City, the Contractor has obstructed or closed or is carrying on operations in a portion of a street, right-of-way, or easement greater than is necessary for proper execution of the Work, the City may require the Contractor to finish the section on which operations are in progress before work is commenced on any additional area of the Site. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision: &232021 007200-1 GENERAL CONDITION S Page 29 of 63 3. Should any Damage Claim be made by any such owner or occupant because of the performance of the Work, Contractor shall promptly attempt to resolve the Damage Claim. 4. Pursuant to Paragraph 6.21, Contractor shall indemnify and hold harmless City, from and against all claims, costs, losses, and damages arising out of or relating to any claim or action, legal or equitable, brought by any such owner or occupant against City. B. Removal of Debris During Performance of the Work: During the progress of the Work Contractor shall keep the Site and other areas free from accumulations of waste materials, rubbish, and other debris. Removal and disposal of such waste materials, rubbish, and other debris shall conform to applicable Laws and Regulations. C. Site Maintenance Cleaning: 24 hours after written notice is given to the Contractor that the clean-up on the job site is proceeding in a manner unsatisfactory to the City, if the Contractor fails to correct the unsatisfactory procedure, the City may take such direct action as the City deems appropriate to correct the clean-up deficiencies cited to the Contractor in the written notice (by letter or electronic communication), and the costs of such direct action, plus 25 % of such costs, shall be deducted from the monies due or to become due to the Contractor. D. Final Site Cleaning: Prior to Final Acceptance of the Work Contractor shall clean the Site and the Work and make it ready for utilization by City or adjacent property owner. At the completion of the Work Contractor shall remove from the Site all tools, appliances, construction equipment and machinery, and surplus materials and shall restore to original condition or better all property disturbed by the Work. E. Loading Structures: Contractor shall not load nor permit any part of any structure to be loaded in any manner that will endanger the structure, nor shall Contractor subject any part of the Work or adjacent property to stresses or pressures that will endanger it. 6.13 Record Documents .• A. Contractor shall maintain in a safe place at the Site or in a place designated by the Contractor and approved by the City, one (1) record copy of all Drawings, Specifications, Addenda, Change Orders, Field Orders, and written interpretations and clarifications in good order and annotated to show changes made during construction. These record documents together with all approved Samples and a counterpart of all accepted Submittals will be available to City for reference. Upon completion of the Work, these record documents, any operation and maintenance manuals, and Submittals will be delivered to City prior to Final Inspection. Contractor shall include accurate locations for buried and imbedded items. 6.14 Safety and Protection A. Contractor shall be solely responsible for initiating, maintaining and supervising all safety precautions and programs in connection with the Work. Such responsibility does not relieve Subcontractors of their responsibility for the safety of persons or property in the performance of their work, nor for compliance with applicable safety Laws and Regulations. Contractor shall — CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision: 82v1021 007200-1 GENERAL CONDITIONS Page 30 of 63 take all necessary precautions for the safety of, and shall provide the necessary protection to prevent damage, injury or loss to: 1. all persons on the Site or who may be affected by the Work; 2. all the Work and materials and equipment to be incorporated therein, whether in storage on or off the Site; and 3. other property at the Site or adjacent thereto, including trees, shrubs, lawns, walks, pavements, roadways, structures, utilities, and Underground Facilities not designated for removal, relocation, or replacement in the course of construction. B. Contractor shall comply with all applicable Laws and Regulations relating to the safety of persons or property, or to the protection of persons or property from damage, injury, or loss; and shall erect and maintain all necessary safeguards for such safety and protection. Contractor shall notify owners of adjacent property and of Underground Facilities and other utility owners when prosecution of the Work may affect them, and shall cooperate with them in the protection, removal, relocation, and replacement of their property. C. Contractor shall comply with the applicable requirements of City's safety programs, if any. D. Contractor shall inform City of the specific requirements of Contractor's safety program, if any, with which City's employees and representatives must comply while at the Site. E. All damage, injury, or loss to any property referred to in Paragraph 6.14.A.2 or 6.14.A.3 caused, directly or indirectly, in whole or in part, by Contractor, any Subcontractor, Supplier, or any other individual or entity directly or indirectly employed by any of them to perform any of the Work, or anyone for whose acts any of them may be liable, shall be remedied by Contractor. F. Contractor's duties and responsibilities for safety and for protection of the Work shall continue until such time as all the Work is completed and City has accepted the Work. 6.15 Safety Representative Contractor shall inform City in writing of Contractor's designated safety representative at the Site. 6.16 Hazard Communication Programs Contractor shall be responsible for coordinating any exchange of material safety data sheets or other _ hazard communication information required to be made available to or exchanged between or among employers in accordance with Laws or Regulations. 6.17 Emergencies and/or Rectification A. In emergencies affecting the safety or protection of persons or the Work or property at the Site or adjacent thereto, Contractor is obligated to act to prevent threatened damage, injury, or loss. Contractor shall give City prompt written notice if Contractor believes that any significant MR CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision: 823/L02I 007200-1 GENERAL CONDIT IONS Page 31 of 63 changes in the Work or variations from the Contract Documents have been caused thereby or are required as a result thereof. If City determines that a change in the Contract Documents is required because of the action taken by Contractor in response to such an emergency, a Change Order may be issued. B. Should the Contractor fail to respond to a request from the City to rectify any discrepancies, omissions, or correction necessary to conform with the requirements of the Contract Documents, the City shall give the Contractor written notice that such work or changes are to be performed. The written notice shall direct attention to the discrepant condition and request the Contractor to take remedial action to correct the condition. In the event the Contractor does not take positive steps to fulfill this written request, or does not show just cause for not taking the proper action, within 24 hours, the City may take such remedial action with City forces or by contract. The City shall deduct an amount equal to the entire costs for such remedial action, plus 25%, from any funds due or become due the Contractor on the Project. 6.18 Submittals A. Contractor shall submit required Submittals to City for review and acceptance in accordance with the accepted Schedule of Submittals (as required by Paragraph 2.07). Each submittal will be identified as City may require. 1. Submit number of copies specified in the General Requirements. 2. Data shown on the Submittals will be complete with respectto quantities, dimensions, specified _ performance and design criteria, materials, and similar data to show City the services, materials, and equipment Contractor proposes to provide and to enable City to review the information for the limited purposes required by Paragraph 6.18.C. , 3. Submittals submitted as herein provided by Contractor and reviewed by City for conformance with the design concept shall be executed in conformity with the Contract Documents unless otherwise required by City. 4. When Submittals are submitted for the purpose of showing the installation in greater detail, their review shall not excuse Contractor from requirements shown on the Drawings and Specifications. 5. For -Information -Only submittals upon which the City is not expected to conduct review or take responsive action may be so identified in the Contract Documents. 6. Submit required number of Samples specified in the Specifications. 7. Clearly identify each Sample as to material, Supplier, pertinent data such as catalog numbers, the use for which intended and other data as City may require to enable City to review the — submittal for the limited purposes required by Paragraph 6.18.C. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision: 8 2MI 007200-1 GENERAL CONDITION S Page 32 of 63 i B. Where a Submittal is required by the Contract Documents or the Schedule of Submittals, any related Work performed prior to City's review and acceptance of the pertinent Submittal will be at the sole expense and responsibility of Contractor. C. City's Review: 1. City will provide timely review of required Submittals in accordance with the Schedule of Submittals acceptable to City. City's review and acceptance will be only to determine if the items covered by the submittals will, after installation or incorporation in the Work, conform to the information given in the Contract Documents and be compatible with the design concept of the completed Project as a functioning whole as indicated by the Contract Documents. 2. City's review and acceptance will not extend to means, methods, techniques, sequences, or procedures of construction (except where a particular means, method, technique, sequence, or procedure of construction is specifically and expressly called for by the Contract Documents) or to safety precautions or programs incident thereto. The review and acceptance of a separate item as such will not indicate approval of the assembly in which the item functions. 3. City's review and acceptance shall not relieve Contractor from responsibility for any variation from the requirements of the Contract Documents unless Contractor has complied with the requirements of Section 01 33 00 and City has given written acceptance of each such variation by specific written notation thereof incorporated in or accompanying the Submittal. City's review and acceptance shall not relieve Contractor from responsibility for complying with the requirements of the Contract Documents. 6.19 Continuing the Work Except as otherwise provided, Contractor shall carry on the Work and adhere to the Project Schedule during all disputes or disagreements with City. No Work shall be delayed or postponed pending resolution of any disputes or disagreements, except as City and Contractor may otherwise agree in writing. 6.20 Contractor's General Warranty and Guarantee A. Contractor warrants and guarantees to City that all Work will be in accordance with the Contract Documents and will not be defective. City and its officers, directors, members, partners, employees, agents, consultants, and subcontractors shall be entitled to rely on representation of Contractor's warranty and guarantee. B. Contractor's warranty and guarantee hereunder excludes defects or damage caused by: ,* 1. abuse, modification, or improper maintenance or operation by persons other than Contractor, Subcontractors, Suppliers, or any other individual or entity for whom Contractor is responsible; or s CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision: 82i/L021 s PM 007200-1 GENERAL CONDITION S Page 33 of 63 pa 2. normal wear and tear under normal usage. C. Contractor's obligation to perform and complete the Work in accordance with the Contract PO Documents shall be absolute. None of the following will constitute an acceptance of Work that is not in accordance with the Contract Documents or a release of Contractor's obligation to perform the Work in accordance with the Contract Documents: '! 1. observations by City; on 2. recommendation or payment by City of any progress or final payment; the issuance of a certificate of Final Acceptance by City or any payment related thereto by am 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 PM 7. any correction of defective Work by City. D. The Contractor shall remedy any defects or damages in the Work and pay for any damage to other work or property resulting therefrom which shall appear within a period of two (2) years from the date of Final Acceptance of the Work unless a longer period is specified and shall furnish a good and sufficient maintenance bond, complying with the requirements of Article 5.02.13. The City will give notice of observed defects with reasonable promptness. 6.21 Indemnification A. Contractor covenants and agrees to indemnify, hold harmless and defend, at its own expense, the City, its officers, servants and employees, from and against any and all claims arising out of, or alleged to arise out of; the work and services to be performed by the Contractor, its officers, agents, employees, subcontractors, licenses or invitees under this Contract. THiS iNDEMNi ICATiON PROViSiON iS SPECIFIC ALLY ]INTENDED _ TO OPERATE. AND BE EFFECTiVE EVEN iF iT iS Ai.i.EGED OR PROVEN THAT ALL OR SOME, OF THE. DAMAGES BEING SOUGHT WERE CAUSED, iN WHOLE, OR iN PART. BY ANY ACT. O)ILIJE,iON 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 INDE,MNiFiCATiON PROViSiON iS CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision: 823/L02I 007200-1 GENERAL CONDITION S Page 34 of 63 AI,I,EC.FD OR PROVEN THAT ALL OR S M V OF THE DAM AGES BEING SOUGHT WERE CATTSFD. IN WHOLE OR IN PART. BY ANY_ACT. OMISSION OR NEGLIGENCE 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 .y will specify all performance and design criteria that such services must satisfy. Contractor shall cause such services or certifications to be provided by a properly licensed professional, whose signature and seal shall appear on all drawings, calculations, specifications, certifications, and •• Submittals prepared by such professional. Submittals related to the Work designed or certified by such professional, if prepared by others, shall bear such professional's written approval when submitted to City. C. City shall be entitled to rely upon the adequacy, accuracy and completeness of the services, certifications or approvals performed by such design professionals, provided City has specified to Contractor performance and design criteria that such services must satisfy. D. Pursuant to this Paragraph 6.22, City's review and acceptance of design calculations and design drawings will be only for the limited purpose of checking for conformance with performance and design criteria given and the design concept expressed in the Contract Documents. City's review and acceptance of Submittals (except design calculations and design drawings) will be only for the purpose stated in Paragraph 6.18.C. 6.23 Right to Audit A. The Contractor agrees that the City shall, until the expiration of three (3) years after final payment under this Contract, have access to and the right to examine and photocopy any directly pertinent books, documents, papers, and records of the Contractor involving transactions relating to this Contract. Contractor agrees that the City shall have access during Regular Working Hours to all necessary Contractor facilities and shall be provided adequate and appropriate work space in order to conduct audits in compliance with the provisions of this Paragraph. The City shall *" give Contractor reasonable advance notice of intended audits. B. Contractor further agrees to include in all its subcontracts hereunder a provision to the effect that -� the subcontractor agrees that the City shall, until the expiration of three (3) years after final payment under this Contract, have access to and the right to examine and photocopy any directly pertinent books, documents, papers, and records of such Subcontractor, involving transactions to —� the subcontract, and further, that City shall have access during Regular Working Hours to all CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision: 82MI M 007200-1 GENERAL CONDITION S Page 35 of 63 Subcontractor facilities, and shall be provided adequate and appropriate work space in order to conduct audits in compliance with the provisions of this Paragraph. The City shall give Subcontractor reasonable advance notice of intended audits. C. Contractor and Subcontractor agree to photocopy such documents as may be requested by the City. The City agrees to reimburse Contractor for the cost of the copies as follows at the rate published —' in the Texas Administrative Code in effect as of the time copying is performed. 6.24 Nondiscrimination A. The City is responsible for operating Public Transportation Programs and implementing transit - related projects, which are funded in part with Federal financial assistance awarded by the U.S. Department of Transportation and the Federal Transit Administration (FTA), without discriminating against any person in the United States on the basis of race, color, or national origin. B. Title VI, Civil Rights Act of 1964 as amended: Contractor shall comply with the requirements of the Act and the Regulations as further defined in the Supplementary Conditions for any project receiving Federal assistance. ARTICLE 7 — OTHER WORK AT THE SITE 7.01 Related Work at Site A. City may perform other work related to the Project at the Site with City's employees, or other City contractors, or through other direct contracts therefor, or have other work performed by utility owners. If such other work is not noted in the Contract Documents, then written notice thereof will be given to Contractor prior to starting any such other work; and B. Contractor shall afford each other contractor who is a party to such a direct contract, each utility owner, and City, if City is performing other work with City's employees or other City contractors, proper and safe access tothe Site, provide a reasonable opportunity for the introduction and storage of materials and equipment and the execution of such other work, and properly coordinate the Work with theirs. Contractor shall do all cutting, fitting, and patching of the Work that may be required to properly connect or otherwise make its several parts come together and properly integrate with such other work. Contractor shall not endanger any work of others by cutting, excavating, or otherwise altering such work; provided, however, that Contractor may cut or alter others' work with the written consent of City and the others whose work will be affected. C. If the proper execution or results of any part of Contractor's Work depends upon work performed by others under this Article 7, Contractor shall inspect such other work and promptly report to City in writing any delays, defects, or deficiencies in such other work that render it unavailable or unsuitable for the proper execution and results of Contractor's Work. Contractor's failure to so report will constitute an acceptance of such other work as fit and proper for integration with -- Contractor's Work except for latent defects in the work provided by others. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision: 823(2021 007200-1 GENERAL CONDITIONS Page 36 of 63 4W M 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. MW 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: S23/A?2I 007200-I GENERAL CONDITION S Page 37 of 63 8.07 Limitations on City's Responsibilities A. The City shall not supervise, direct, or have control or authority over, nor be responsible for, Contractor's means, methods, techniques, sequences, or procedures of construction, or the safety precautions and programs incident thereto, or for any failure of Contractor to comply with Laws and Regulations applicable to the performance of the Work. City will not be responsible for Contractor's failure to perform the Work in accordance with the Contract Documents. B. City will notify the Contractor of applicable safety plans pursuant to Paragraph 6.14. 8.08 Undisclosed Hazardous Environmental Condition City's responsibility with respect to an undisclosed Hazardous Environmental Condition is set forth in Paragraph 4.06. 8.09 Compliance with Safety Program While at the Site, City's employees and representatives shall comply with the specific applicable requirements of Contractor's safety programs of which City has been informed pursuant to Paragraph 6.14. ARTICLE 9 — CITY'S OBSERVATION STATUS DURING CONSTRUCTION 9.01 City's Project Manager City will provide one or more Project Manager(s) during the construction period. The duties and responsibilities and the limitations of authority of City's Project Manager during construction are set forth in the Contract Documents. The City's Project Manager for this Contract is identified in the — Supplementary Conditions. 9.02 Visits to Site A. City's Project Manager will make visits to the Site at intervals appropriate to the various stages of construction as City deems necessary in order to observe the progress that has been made and the quality of the various aspects of Contractor's executed Work. Based on information obtained during such visits and observations, City's Project Manager will determine, in general, if the Work is proceeding in accordance with the Contract Documents. City's Project Manager will not be required to make exhaustive or continuous inspections on the Site to check the quality or quantity of the Work. City's Project Manager's efforts will be directed toward providing City a greater degree of confidence that the completed Work will conform generally to the Contract Documents. B. City's Project Manager's visits and observations are subject to all the limitations on authority and t responsibility in the Contract Documents including those set forth in Paragraph 8.07. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision: 823,/202I 007200-1 GENERAL CONDIT IONS Page 38 of 63 9.03 Authorized Variations in Work City's Project Manager may authorize minor variations in the Work from the requirements of the Contract Documents which do not involve an adjustment in the Contract Price or the Contract Time and are compatible with the design concept of the completed Project as a functioning whole as indicated by the Contract Documents. These may be accomplished by a Field Order and will be binding on City and also on Contractor, who shall perform the Work involved promptly. 9.04 Rejecting Defective Work City will have authority to reject Work which City's Project Manager believes to be defective, or will �► not produce a completed Project that conforms to the Contract Documents or that will prejudice the integrity of the design concept of the completed Project as a functioning whole as indicated by the Contract Documents. City will have authority to conduct special inspection or testing of the Work as provided in Article 13, whether or not the Work is fabricated, installed, or completed. 9.05 Determinations for Work Performed Contractor will determine the actual quantities and classifications of Work performed. City's Project Manager will review with Contractor the preliminary determinations on such matters before rendering a written recommendation. City's written decision will be final (except as modified to reflect changed factual conditions or more accurate data). 9.06 Decisions on Requirements of Contract Documents and Acceptability of Work A. City will be the initial interpreter of the requirements of the Contract Documents and judge of the acceptability of the Work thereunder. B. City will render a written decision on any issue referred. --� C. City's written decision on the issue referred will be final and binding on the Contractor, subject to the provisions of Paragraph 10.06. .� ARTICLE 10 — CHANGES IN THE WORK; CLAIMS; EXTRA WORK W 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 Tune or Contract Price, a Field Order may be issued by the City. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision: 82MI 007200-1 GENERAL CONDITION S Page 39 of 63 10.02 Unauthorized Changes in the Work Contractor shall not be entitled to an increase in the Contract Price or an extension of the Contract Time with respect to any work performed that is not required by the Contract Documents as amended, modified, or supplemented as provided in Paragraph 3.04, except in the case of an emergency as provided in Paragraph 6.17. 10.03 Execution of Change Orders A. City and Contractor shall execute appropriate Change Orders covering: changes in the Work which are: (i) ordered by City pursuant to Paragraph 10.01.A, (u) required because of acceptance of defective Work under Paragraph 13.08 or City's correction of defective Work under Paragraph 13.09, or (iii) agreed to by the parties; 2. changes in the Contract Price or Contract Time which are agreed to by the parties, including any undisputed sum or amount of time for Work actually performed. 10.04 Extra Work A. Should a difference arise as to what does or does not constitute Extra Work, or as to the payment thereof, and the City insists upon its performance, the Contractor shall proceed with the work after making written request for written orders and shall keep accurate account of the actual reasonable cost thereof. Contract Claims regarding Extra Work shall be made pursuant to Paragraph 10.06. B: The Contractor shall furnish the City such installation records of all deviations from the original Contract Documents as may be necessary to enable the City to prepare for permanent record a corrected set of plans showing the actual installation. C. The compensation agreed upon for Extra Work whether or not initiated by a Change Order shall be a full, complete and final payment for all costs Contractor incurs as a result or relating to the change or Extra Work, whether said costs are known, unknown, foreseen or unforeseen at that time, including without limitation, any costs for delay, extended overhead, ripple or impact cost, or any other effect on changed or unchanged work as a result of the change or Extra Work. 10.05 Notification to Surety If the provisions of any bond require notice to be given to a surety of any change affecting the general scope of the Work or the provisions of the Contract Documents (including, but not limited to, Contract Price or Contract Time), the giving of any such notice will be Contractor's responsibility. The amount of each applicable bond will be adjusted by the Contractor to reflect the effect of any such change. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision: 82MI 007200-1 GENERAL CONDIT IONS 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 responsbility to substantiate a Contract Claim shall rest with the party making the Contract Claim. 2. Notice of the amount or extent of the Contract Claim, with supporting data shall be delivered to the City on or before 45 days from the start of the event giving rise thereto (unless the City allows additional time for Contractor to submit additional or more accurate data in support of such Contract Claim). 3. A Contract Claim for an adjustment in Contract Price shall be prepared in accordance with the provisions of Paragraph 12.01. 4. A Contract Claim for an adjustment in Contract Time shall be prepared in accordance with the provisions of Paragraph 12.02. 5. Each Contract Claim shall be accompanied by Contractor's written statement that the adjustment claimed is the entire adjustment to which the Contractor believes it is entitled as a result of said event. 6. The City shall submit any response to the Contractor within 30 days after receipt of the claimant's last submittal (unless Contract allows additional time). C. City's Action: City will review each Contract Claim and, within 30 days after receipt of the last submittal of the Contractor, if any, take one of the following actions in writing: 1. deny the Contract Claim in whole or in part; 2. approve the Contract Claim; or 3. notify the Contractor that the City is unable to resolve the Contract Claim if, in the City's sole discretion, it would be inappropriate for the City to do so. For purposes of further resolution of the Contract Claim, such notice shall be deemed a denial. M CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision: 82'i/ I w 007200-1 GENERAL CONDITION S Page 41 of 63 D. City's written action under Paragraph 10.06.0 will be final and binding, unless City or Contractor invoke the dispute resolution procedure set forth in Article 16 within 30 days of such action or denial. E. No Contract Claim for an adjustment in Contract Price or Contract Time will be valid if not submitted in accordance with this Paragraph 10.06. ARTICLE 11— COST OF THE WORK; ALLOWANCES; UNIT PRICE WORK; PLANS QUANTITY MEASUREMENT 11.01 Cost of the Work A. Costs Included: The term Cost of the Work means the sum of all costs, except those excluded in Paragraph 11.01.13, 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: 1. Payroll costs for employees in the direct employ of Contractor in the performance of the Work under schedules of job classifications agreed upon by City and Contractor. Such employees shall include, without limitation, superintendents, foremen, and other personnel employed full time on the Work. Payroll costs for employees not employed full time on the Work shall be apportioned on the basis of their time spent on the Work. Payroll costs shall include; a. salaries with a 55% markup, or b. salaries and wages plus the cost of fringe benefits, which shall include social security contributions, unemployment, excise, and payroll taxes, workers' compensation, health and retirement benefits, bonuses, sick leave, vacation and holiday pay applicable thereto. The expenses of performing Work outside of Regular Working Hours, Weekend Working Hours, or legal holidays, shall be included in the above to the extent authorized by City. 2. Cost of all materials and equipment furnished and incorporated in the Work, including costs of transportation and storage thereof, and Suppliers' field services required in connection therewith. 3. Rentals of all construction equipment and machinery, and the parts thereof whether rented from Contractor or others in accordance with rental agreements approved by City, and the costs of transportation, loading, unloading, assembly, dismantling, and removal thereof. All such costs shall be in accordance with the terms of said rental agreements. The rental of any — such equipment, machinery, or parts shall cease when the use thereof is no longer necessary for the Work. CITY OF FORT WORTH �- STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision: 82"i/ I 007200-1 GENERAL CONDITIONS Page 42 of 63 4. Payments made by Contractor to Subcontractors for Work performed by Subcontractors. If required by City, Contractor shall obtain competitive bids from subcontractors acceptable to City and Contractor and shall deliver such bids to City, who will then determine, which bids, if any, will be acceptable. If any subcontract provides that the Subcontractor is to be paid on the basis of Cost of the Work plus a fee, the Subcontractor's Cost of the Work and fee shall be determined in the same manner as Contractor's Cost of the Work and fee as provided in this Paragraph 11.01. 5. Costs of special consultants (including but not limited to engineers, architects, testing laboratories, surveyors, attorneys, and accountants) employed for services specifically related to the Work. 6. Supplemental costs including the following: MP a. The proportion of necessary transportation, travel, and subsistence expenses of Contractor's employees incurred in discharge of duties connected with the Work. .r b. Cost, including transportation and maintenance, of all materials, supplies, equipment, machinery, appliances, office, and temporary facilities at the Site, and hand tools not owned by the workers, which are consumed in the performance of the Work, and cost, less market value, of such items used but not consumed which remain the property of Contractor. c. Sales, consumer, use, and other similar taxes related to the Work, and for which Contractor is liable not covered under Paragraph 6.11, as imposed by Laws and Regulations. d. Deposits lost for causes other than negligence of Contractor, any Subcontractor, or anyone directly or indirectly employed by any of them or for whose acts any of them may be liable, and royalty payments and fees for permits and licenses. e. Losses and damages (and related expenses) caused by damage to the Work, not compensated by insurance or otherwise, sustained by Contractor in connection with the performance of the Work, provided such losses and damages have resulted from causes other than the negligence of Contractor, any Subcontractor, or anyone directly or indirectly employed by any of them or for whose acts any of them may be liable. Such losses shall include settlements made with the written consent and approval of City. No such losses, damages, and expenses shall be included in the Cost of the Work for the purpose of determining Contractor's fee. f. The cost of utilities, fuel, and sanitary facilities at the Site. g. Minor expenses such as telegrams, long distance telephone calls, telephone and communication services at the Site, express and courier services, and similar petty cash items in connection with the Work. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision: 823/L021 007200-I GENERAL CONDITIONS Page 43 of 63 h. The costs of premiums for all bonds and insurance Contractor is required by the Contract Documents to purchase and maintain. B. Costs Excluded: The term Cost of the Work shall not include any of the following items: 1. Payroll costs and other compensation of Contractor's officers, executives, principals (of partnerships and sole proprietorships), general managers, safety managers, engineers, architects, estimators, attorneys, auditors, accountants, purchasing and contracting agents, expediters, timekeepers, clerks, and other personnel employed by Contractor, whether at the Site or in Contractor's principal or branch office for general administration of the Work and not specifically included in the agreed upon schedule of job classifications referred to in Paragraph 11.01.A.1 or specifically covered by Paragraph 11.0l.A.4, all of which are to be considered administrative costs covered by the Contractor's fee. 2. Expenses of Contractor's principal and branch offices other than Contractor's office at the Site. 3. Any part of Contractor's capital expenses, including interest on Contractor's capital employed for the Work and charges against Contractor for delinquent payments. 4. Costs due to the negligence of Contractor, any Subcontractor, or anyone directly or indirectly employed by any of them or for whose acts any of them may be liable, including but not limited to, the correction of defective Work, disposal of materials or equipment wrongly supplied, and making good any damage to property. 5. Other overhead or general expense costs of any kind. C. Contractor's Fee: When all the Work is performed on the basis of cost-plus, Contractor's fee shall be determined as set forth in the Agreement. When the value of any Work covered by a Change Order for an adjustment in Contract Price is determined on the basis of Cost of the Work, Contractor's fee shall be determined as set forth,in Paragraph 12.01.C. D. Documentation: Whenever the Cost of the Work for any purpose is to be determined pursuant to Paragraphs 11.01.A and 11.01.13, Contractor will establish and maintain records thereof in accordance with generally accepted accounting practices and submit in a form acceptable to City an itemized cost breakdown together with supporting data. 11.02 Allowances A. Specified Allowance: It is understood that Contractor has included in the Contract Price all allowances so named in the Contract Documents and shall cause the Work so covered to be performed for such sums and by such persons or entities as may be acceptable to City. B. Pre -bid Allowances: 1. Contractor agrees that: CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision: 823/LO2I 007200-1 GENERAL CONDITION S Page 44 of 63 a. the pre -bid allowances include the cost to Contractor of materials and equipment required by the allowances to be delivered at the Site, and all applicable taxes; and b. Contractor's costs for unloading and handling on the Site, labor, installation, overhead, profit, and other expenses contemplated for the pre -bid allowances have been included in the allowances, and no demand for additional payment on account of any of the foregoing will be valid. C. ContingencyAllowance: 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. Y 11.03 Unit Price Work A. Where the Contract Documents provide that all or part of the Work is to be Unit Price Work, initially the Contract Price will be deemed to include for all Unit Price Work an amount equal to the sum of the unit price for each separately identified item of Unit Price Work times the estimated quantity of each item as indicated in the Agreement. B. The estimated quantities of items of Unit Price Work are not guaranteed and are solely for the purpose of comparison of Bids and determining an initial Contract Price. Determinations of the actual quantities and classifications of Unit Price Work performed by Contractor will be made by City subject to the provisions of Paragraph 9.05. C. Each unit price will be deemed to include an amount considered by Contractor to be adequate to cover Contractor's overhead and profit for each separately identified item. Work described in the Contract Documents, or reasonably inferred as required for a functionally complete installation, but not identified in the listing of unit price items shall be considered incidental to unit price work listed and the cost of incidental work included as part of the unit price. D. City may make an adjustment in the Contract Price in accordance with Paragraph 12.01 if: 1. the quantity of any item of Unit Price Work performed by Contractor differs materially and •W significantly from the estimated quantity of such item indicated in the Agreement; and XW 2. there is no corresponding adjustment with respect to any other item of Work. E. Increased or Decreased Quantities: The City reserves the right to order Extra Work in accordance with Paragraph 10.01. 1. If the changes in quantities or the alterations do not significantly change the character of work under the Contract Documents, the altered work will be paid for at the Contract unit price. CITYOFFORTWORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision: 82"i I 007200-1 GENERAL CONDITIONS Page 45 of 63 Im 2. If the changes in quantities or alterations significantly change the character of work, the Contract will be amended by a Change Order. 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: 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. PM 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 representthe 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 fmal 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 correctan 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 t. $250 and the Item is not originally a plans quantity Item, then the Item may be paid as a plans quantity Item if the City and Contractor agree in writing to fix the fmal quantity as a plans quantity. CITY OF FORT WORTH r STANDARD CONSTRUCTION SPECIFICATION DOCLIMENrS Revision: 82'i I 007200-1 GENERAL CONDITIONS Page 46 of 63 E. For callout work or non -site specific Contracts, the plans quantity measurement requirements are not applicable. ARTICLE 12 — CHANGE OF CONTRACT PRICE; CHANGE OF CONTRACT TIME - 12.01 Change of Contract Price A. The Contract Price may only be changed by a Change Order. B. The value of any Work covered by a Change Order will be determined as follows: _ 1. where the Work involved is covered by unit prices contained in the Contract Documents, by application of such unit prices to the quantities of the items involved (subject to the provisions of Paragraph 11.03); or 2. where the Work involved is not covered by unit prices contained in the Contract Documents, by a mutually agreed lump sum or unit price (which may include an allowance for overhead and profit not necessarily in accordance with Paragraph 12.01.C.2), and shall include the cost of any secondary impacts that are foreseeable at the time of pricing the cost of Extra Work; or 3. where the Work involved is not covered by unit prices contained in the Contract Documents and agreement to a lump sum or unit price is not reached under Paragraph 12.01.13.2, on the basis of the Cost of the Work (determined as provided in Paragraph 11.01) plus a Contractor's fee for overhead and profit (determined as provided in Paragraph 12.01.C). C. Contractor's Fee: The Contractor's additional fee for overhead and profit shall be determined as follows: 1. a mutually acceptable fined fee; or 2. if a fixed fee is not agreed upon, then a fee based on the following percentages of the various portions of the Cost of the Work: a. for costs incurred under Paragraphs 11.01.A.1, 11.01.A.2. and 11.01.A.3, the Contractor's additional fee shall be 15 percent except for: 1) rental fees for Contractor's own equipment using standard rental rates; 2) bonds and insurance; b. for costs incurred under Paragraph 11.O1.A.4 and 11.01.A.5, the Contractor's fee shall be five percent (5%); 1) where one or more tiers of subcontracts are on the basis of Cost of the Work plus a fee and no fined fee is agreed upon, the intent of Paragraphs 12.01.C.2.a and 12.01.C.2.b is that the Subcontractor who actually performs the Work, at whatever CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision: 82MI 007200-1 GENERAL CONDITIONS Page 47 of 63 tier, will be paid a fee of 15 percent of the costs incurred by such Subcontractor under Paragraphs 11.0l.A.1 and 11.0l.A.2 and that any higher tier Subcontractor and _ Contractor will each be paid a fee of five percent (5%) of the amount paid to the next lower tier Subcontractor, however in no case shall the cumulative total of fees paid be in excess of 25%; c. no fee shall be payable on the basis of costs itemized under Paragraphs 11.0l.A.6, and 11.01.B; d. the amount of credit to be allowed by Contractor to City for any change which results in a net decrease in cost will be the amount of the actual net decrease in cost plus a deduction in Contractor's fee by an amount equal to five percent (5%) of such net decrease. 12.02 Change of Contract Time A. The Contract Time may only be changed by a Change Order. B. No extension of the Contract Time will be allowed for Extra Work or for claimed delay unless the „r Extra Work contemplated or claimed delay is shown to be on the critical path of the Project Schedule or Contractor can show by Critical Path Method analysis how the Extra Work or claime d delay adversely affects the critical path. 12.03 Delays A. Where Contractor is reasonably delayed in the performance or completion of any part of the Work within the Contract Time due to delay beyond the control of Contractor, the Contract Time may be extended in an amount equal to the time lost due to such delay if a Contract Claim is made therefor. Delays beyond the control of Contractor shall include, but not be limited to, acts or neglect by City, acts or neglect of utility owners or other contractors performing other work as contemplated by Article 7, fires, floods, epidemics, abnormal weather conditions, or acts of God. Such an adjustment shall be Contractor's sole and exclusive remedy for the delays described in this Paragraph. B. If Contractor is delayed, City shall not be liable to Contractor for any claims, costs, losses, or damages (including but not limited to all fees and charges of engineers, architects, attorneys, and other professionals and all court or arbitration or other dispute resolution costs) sustained by Contractor on or in connection with any other project or anticipated project. C. Contractor shall not be entitled to an adjustment in Contract Price or Contract Time for delays within the control of Contractor. Delays attributable to and within the control of a Subcontractor or Supplier shall be deemed to be delays within the control of Contractor. D. The Contractor shall receive no compensation for delays or hindrances to the Work, except when direct and unavoidable extra cost to the Contractor is caused by the failure of the City to provide information or material, if any, which is to be furnished by the City. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision: 82MI 007200-1 GENERAL CONDITIONS Page 48 of 63 LJ ARTICLE 13 — TESTS AND INSPECTIONS; CORRECTION, REMOVAL OR ACCEPTANCE OF DEFECTIVE WORK 13.01 Notice of Defects Notice of all defective Work of which City has actual knowledge will be given to Contractor. Defective Work may be rejected, corrected, or accepted as provided in this Article 13. 13.02 Access to Work City, independent testing laboratories, and governmental agencies with jurisdictional interests will have access to the Site and the Work at reasonable times for their observation, inspection, and testing. Contractor shall provide them proper and safe conditions for such access and advise them of Contractor's safety procedures and programs so that they may comply therewith as applicable. 13.03 Tests and Inspections A. Contractor shall give City timely notice of readiness of the Work for all required inspections, tests, or approvals and shall cooperate with inspection and testing personnel to facilitate required inspections or tests. B. If Contract Documents, Laws or Regulations of any public body having jurisdiction require any of the Work (or part thereof) to be inspected, tested, or approved, Contractor shall assume full responsibility for arranging and obtaining such independent inspections, tests, retests or approvals, pay all costs in connection therewith, and furnish City the required certificates of inspection or approval; excepting, however, those fees specifically identified in the Supplementary Conditions or any Texas Department of Licensure and Regulation (TDLR) inspections, which shall be paid as described in the Supplementary Conditions. C. Contractor shall be responsible for arranging and obtaining and shall pay all costs in connection r with any inspections, tests, re -tests, or approvals required for City's acceptance of materials or equipment to be incorporated in the Work; or acceptance of materials, mix designs, or equipment submitted for approval prior to Contractor's purchase thereof for incorporation in the Work. Such inspections, tests, re -tests, or approvals shall be performed by organizations acceptable to City. D. City may arrange for the services of an independent testing laboratory ("Testing Lab") to perform any inspections or tests ("Testing") for any part of the Work, as determined solely by City. 1. City will coordinate such Testing to the extent possible, with Contractor; 2. Should any Testing under this Section 13.03 D result in a "fail", "did not pass" or other similar negative result, the Contractor shall be responsible for paying for any and all retests. Contractor's cancellation without cause of City initiated Testing shall be deemed a negative result and require a retest. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision: 823/202I 00 72 00 -1 GENERAL CONDITION S Page 49 of 63 3. Any amounts owed for any retest under this Section 13.03 D shall be paid directly to the Testing Lab by Contractor. City will forward all invoices for retests to Contractor. 4. If Contractor fails to pay the Testing Lab, City will not issue Final Payment until the Testing Lab is paid. E. If any Work (or the work of others) that is to be inspected, tested, or approved is covered by Contractor without written concurrence of City, Contractor shall, if requested by City, uncover such Work for observation. F. Uncovering Work as provided in Paragraph 13.03.E shall be at Contractor's expense. G. Contractor shall have the right to make a Contract Claim regarding any retest or invoice issued under Section 13.03 D. 13.04 Uncovering Work A. If any Work is covered contrary to the Contract Documents or specific instructions by the City, it must, if requested by City, be uncovered for City's observation and replaced at Contractor's expense. B. If City considers it necessary or advisable that covered Work be observed by City or inspected or tested by others, Contractor, at City's request, shall uncover, expose, or otherwise make available for observation, inspection, or testing as City may require, that portion of the Work in question, furnishing all necessary labor, material, and equipment. If it is found that the uncovered Work is defective, Contractor shall pay all claims, costs, losses, and damages (including but not limited to all fees and charges of engineers, architects, attorneys, and other professionals and all court or other dispute resolution costs) arising out of or relating to such uncovering, exposure, observation, inspection, and testing, and of satisfactory replacement or reconstruction (including but not limited to all costs of repair or replacement of work of others); or City shall be entitled to accept defective Work in accordance with Paragraph 13.08 in which case Contractor shall still be responsible for all costs associated with exposing, observing, and testing the defective Work. 2. If the uncovered Work is not found to be defective, Contractor shall be allowed an increase in the Contract Price or an extension of the Contract Time, or both, directly attributable to such uncovering, exposure, observation, inspection, testing, replacement, and reconstruction. 13.05 City May Stop the Work If the Work is defective, or Contractor fails to supply sufficient skilled workers or suitable materials or equipment, or fails to perform the Work in such a way that the completed Work will conform to _ the Contract Documents, City may order Contractor to stop the Work, or any portion thereof, until the cause for such order has been eliminated; however, this right of City to stop the Work shall not give rise to any duty on the part of City to exercise this right for the benefit of Contractor, any CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision: 8=I 007200-1 GENERAL CONDITIONS Page 50 of 63 04 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. PM CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision: S/2MI r� 007200-1 GENERAL CONDITIONS Page 51 of 63 C. In special circumstances where a particular item of equipment is placed in continuous service before Final Acceptance of all the Work, the correction period for that item may start to run from an earlier date if so provided in the Contract Documents. D. Where defective Work (and damage to other Work resulting therefrom) has been corrected or removed and replaced under this Paragraph 13.07, the correction period hereunder with respect to such Work may be required to be extended for an additional period of one year after the end of the initial correction period. City shall provide 30 days written notice to Contractor should such additional warranty coverage be required. Contractor may dispute this requirement by filing a Contract Claim, pursuant to Paragraph 10.06. E. Contractor's obligations under this Paragraph 13.07 are in addition to any other obligation or warranty. The provisions of this Paragraph 13.07 shall not be construed as a substitute for, or a waiver of, the provisions of any applicable statute of limitation or repose. 13.08 Acceptance of Defective Work If, instead of requiring correction or removal and replacement of defective Work, City prefers to _ accept it, City may do so. Contractor shall pay all claims, costs, losses, and damages (including but not limited to all fees and charges of engineers, architects, attorneys, and other professionals and all court or other dispute resolution costs) attributable to City's evaluation of and determination to accept such defective Work and for the diminished value of the Work to the extent not otherwise paid by Contractor. If any such acceptance occurs prior to Final Acceptance, a Change Order will be issued incorporating the necessary revisions in the Contract Documents with respect to the Work, and City .� shall be entitled to an appropriate decrease in the Contract Price, reflecting the diminished value of Work so accepted. 13.09 City May Correct Defective Work A. If Contractor fails within a reasonable time after written notice from City to correct defective Work, or to remove and replace rejected Work as required by City in accordance with Paragraph 13.06.A, or if Contractor fails to perform the Work in accordance with the Contract Documents, or if Contractor fails to comply with any other provision of the Contract Documents, City may, after seven (7) days written notice to Contractor, correct, or remedy any such deficiency. B. In exercising the rights and remedies under this Paragraph 13.09, City shall proceed expeditiously. In connection with such corrective or remedial action, City may exclude Contractor from all or part of the Site, take possession of all or part of the Work and suspend Contractor's services related thereto, and incorporate in the Work all materials and equipment incorporated in the Work, stored at the Site or for which City has paid Contractor but which are stored elsewhere. — Contractor shall allow City, City's representatives, agents, consultants, employees, and City's other contractors, access to the Site to enable City to exercise the rights and remedies under this Paragraph. C. All claims, costs, losses, and damages (including but not limited to all fees and charges of engineers, architects, attorneys, and other professionals and all court or other dispute resolution CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision: 82MI 007200-1 GENERAL CONDITIONS Page 52 of 63 costs) incurred or sustained by City in exercising the rights and remedies under this Paragraph 13.09 will be charged against Contractor, and a Change Order will be issued incorporating the necessary revisions in the Contract Documents with respect to the Work; and City shall be entitled to an appropriate decrease in the Contract Price. D. Contractor shall not be allowed an extension of the Contract Time because of any delay in the performance of the Work attributable to the exercise of City's rights and remedies under this Paragraph 13.09. w ARTICLE 14 — PAYMENTS TO CONTRACTOR AND COMPLETION 14.01 Schedule of Values The Schedule of Values for lump sum contracts established as provided in Paragraph 2.07 will serve as the basis for progress payments and will be incorporated into a form of Application for Payment acceptable to City. Progress payments on account of Unit Price Work will be based on the number of units completed. 14.02 Progress Payments A. Applications for Payments: 1. Contractor is responsible for providing all information as required to become a vendor of the City. 2. At least 20 days before the date established in the General Requirements for each progress payment, Contractor shall submit to City for review an Application for Payment filled out and signed by Contractor covering the Work completed as of the date of the Application and accompanied by such supporting documentation as is required by the Contract Documents. 3. If payment is requested on the basis of materials and equipment not incorporated in the Work but delivered and suitably stored at the Site or at another location agreed to in writing, the Application for Payment shall also be accompanied by a bill of sale, invoice, or other .. documentation warranting that City has received the materials and equipment free and clear of all Liens and evidence that the materials and equipment are covered by appropriate insurance or other arrangements to protect City's interest therein, all of which must be satisfactory to w city. 4. Beginning with the second Application for Payment, each Application shall include an affidavit of Contractor stating that previous progress payments received on account of the Work have been applied on account to discharge Contractor's legitimate obligations associated with prior Applications for Payment. 5. The amount of retainage with respect to progress payments will be as described in subsection C. unless otherwise stipulated in the Contract Documents. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision: 82'?, I 00 7z 00 -1 GENERAL CONDITIONS Page 53 of 63 B. Review of Applications: i 1. City will, after receipt of each Application for Payment, either indicate in writing a recommendation of payment or return the Application to Contractor indicating reasons for refusing payment. In the latter case, Contractor may make the necessary corrections and resubmit the Application. 2. City's processing of any payment requested in an Application for Payment will be based on City's observations of the executed Work, and on City's review of the Application for Payment and the accompanying data and schedules, that to the best of City's knowledge: a. the Work has progressed to the point indicated; b. the quality of the Work is generally in accordance with the Contract Documents (subject to an evaluation of the Work as a functioning whole prior to or upon Final Acceptance, the results of any subsequent tests called for in the Contract Documents, a final determination of quantities and classifications for Work performed under Paragraph 9.05, and any other qualifications stated in the recommendation). 3. Processing any such payment will not thereby be deemed to have represented that: a. inspections made to check the quality or the quantity of the Work as it has been performed have been exhaustive, extended to every aspect of the Work in progress, or involved detailed inspections of the Work beyond the responsibilities specifically assigned to City in the Contract Documents; or b. there may not be other matters or issues between the parties that might entitle Contractor to be paid additionally by City or entitle City to withhold payment to Contractor; or c. Contractor has complied with Laws and Regulations applicable to Contractor's performance of the Work. 4. City may refuse to process the whole or any part of any payment because of subsequently discovered evidence or the results of subsequent inspections or tests, and revise or revoke any such payment previously made, to such extent as may be necessary to protect City from loss because: a. the Work is defective or completed Work has been damaged by the Contractor or subcontractors requiring correction or replacement; OM 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: 89-Ml 007200-1 GENERAL CONDITION S Page 54 of 63 e. City has actual knowledge of the occurrence of any of the events enumerated in Paragraph 15.02.A. C. Retainage: 1. For contracts less than $400,000 at the time of execution, retainage shall be ten percent (10%). 2. For contracts greater than $400,000 at the time of execution, retainage shall be five percent ,., (5%). D. Liquidated Damages. For each calendar day that any work shall remain uncompleted after the time specified in the Contract Documents, the sum per day specified in the Agreement will be assessed against the monies due the Contractor, not as a penalty, but as damages suffered by the City. E. Payment: Contractor will be paid pursuant to the requirements of this Article 14 and payment will become due in accordance with the Contract Documents. F. Reduction in Payment: 1. City may refuse to make payment of the amount requested because: a. Liens have been filed in connection with the Work, except where Contractor has delivered a specific bond satisfactory to City to secure the satisfaction and discharge of such Liens; b. there are other items entitling City to a set-off against the amount recommended; or c. City has actual knowledge of the occurrence of any of the events enumerated in Paragraphs 14.02.B.4.a through 14.02.B.4.e or Paragraph 15.02.A. 2. If City refuses to make payment of the amount requested, City will give Contractor written notice stating the reasons for such action and pay Contractor any amount remaining after deduction of the amount so withheld. City shall pay Contractor the amount so withheld, or any adjustment thereto agreed to by City and Contractor, when Contractor remedies the reasons for such action. 14.03 Contractor's Warranty of Title Contractor warrants and guarantees that title to all Work, materials, and equipment covered by any Application for Payment, whether incorporated in the Project or not, will pass to City no later than the time of payment free and clear of all Liens. on ,.� CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision: 823=1 007200-1 GENERAL CONDITION S Page 55 of 63 im 14.04 Partial Utilization A. Prior to Final Acceptance of all the Work, City may use or occupy any part of the Work which has specifically been identified in the Contract Documents, or which City determines constitutes a separately functioning and usable part of the Work that can be used for its intended purpose without significant interference with Contractor's performance of the remainder of the Work. City at any time may notify Contractor in writing to permit City to use or occupy any such part of the Work which City determines to be ready for its intended use, subject to the following conditions: 1. Contractor at any time may notify City in writing that Contractor considers any such part of the Work ready for its intended use. 2. Within a reasonable time after notification as enumerated in Paragraph 14.05.A.1, City and Contractor shall make an inspection of that part of the Work to determine its status of completion. If City does not consider that part of the Work to be substantially complete, City will notify Contractor in writing giving the reasons therefor. 3. Partial Utilization will not constitute Final Acceptance by City. 14.05 Finallnspection A. Upon written notice from Contractor that the entire Work is Substantially Complete in accordance with the Contract Documents: 1. Within 10 days, City will schedule a Final Inspection with Contractor. 2. City will notify Contractor in writing of all particulars in which this inspection reveals that the Work is incomplete or defective ("Punch List Items"). Contractor shall immediately take such measures as are necessary to complete such Work or remedy such deficiencies. B. No time charge will be made against the Contractor between said date of notification to the City of Substantial Completion and the date of Final Inspection. 1. Should the City determine that the Work is not ready for Final Inspection, City will notify the Contractor in writing of the reasons and Contract Time will resume. 2. Should the City concur that Substantial Completion has been achieved with the exception of any Punch List Items, Contract Time will resume for the duration it takes for Contractor to w achieve Final Acceptance. 14.06 FinalAcceptance Upon completion by Contractor to City's satisfaction, of any additional Work identified in the Final Inspection, City will issue to Contractor a letter of Final Acceptance. CITY OF FORT WORTH w STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision: 8232 I y 007200-1 GENERAL CONDITION S Page 56 of 63 MR 14.07 Final Payment A. Application for Payment: 1. Upon Final Acceptance, and in the opinion of City, Contractor may make an application for final payment following the procedure for progress payments in accordance with the Contract Documents. 2. The final Application for Payment shall be accompanied (except as previously delivered) by: a. all documentation called for in the Contract Documents, including but not limited to the M4 evidence of insurance required by Paragraph 5.03; b. consent of the surety, if any, to final payment; c. a list of all pending or released Damage Claims against City that Contractor believes are unsettled; and d. affidavits of payments and complete and legally effective releases or waivers (satisfactory to City) of all Lien rights arising out of or Liens filed in connection with the Work. B. Payment Becomes Due: 1. After City's acceptance of the Application for Payment and accompanying documentation, requested by Contractor, less previous payments made and any sum City is entitled, including but not limited to liquidated damages, will become due and payable. 2. After all Damage Claims have been resolved: a. directly by the Contractor or; b. Contractor provides evidence that the Damage Claim has been reported to Contractor's insurance provider for resolution. 3. The making of the final payment by the City shall not relieve the Contractor of any guarantees or other requirements of the Contract Documents which specifically continue Nor 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: 82"i I r 007200-1 GENERAL CONDITIONS Page 57 of 63 portion of the Work fully completed and accepted shall be submitted by Contractor to City with the Application for such payment. Such payment shall be made under the terms and conditions governing final payment, except that it shall not constitute a waiver of Contract Claims. B. Partial Retainage Release. For a Contract that provides for a separate vegetative establishment and maintenance, and test and performance periods following the completion of all other construction in the Contract Documents for all Work locations, the City may release a portion of the amount retained provided that all other work is completed as determined by the City. Before the release, all submittals and final quantities must be completed and accepted for all other work. An amount sufficient to ensure Contract compliance will be retained. 14.09 Waiver of Claims The acceptance of final payment will constitute a release of the City from all claims or liabilities under the Contract for anything done or furnished or relating to the work under the Contract Documents or any act or neglect of City related to or connected with the Contract. ARTICLE 15 — SUSPENSION OF WORK AND TERMINATION 15.01 City May Suspend Work A. At any time and without cause, City may suspend the Work or any portion thereof by written notice to Contractor and which may fix the date on which Work will be resumed. Contractor shall resume the Work on the date so fixed. During temporary suspension of the Work covered by these Contract Documents, for any reason, the City will make no extra payment for stand-by time of construction equipment and/or construction crews. B. Should the Contractor not be able to complete a portion of the Project due to causes beyond the control of and without the fault or negligence of the Contractor, and should it be determined by mutual consent of the Contractor and City that a solution to allow construction to proceed is not available within a reasonable period of time, Contractor may request an extension in Contract Time, directly attributable to any such suspension. C. If it should become necessary to suspend the Work for an indefinite period, the Contractor shall store all materials in such a manner that they will not obstruct or impede the public unnecessarily nor become damaged in any way, and he shall take every precaution to prevent damage or deterioration of the work performed; he shall provide suitable drainage about the work, and erect temporary structures where necessary. D. Contractor may be reimbursed for the cost of moving his equipment off the job and returning the necessary equipment to the job when it is determined by the City that construction may be resumed. Such reimbursement shall be based on actual cost to the Contractor of moving the equipment and no profit will be allowed. Reimbursement may not be allowed if the equipment is moved to another construction project for the City. i PM MP i CITY OF FORT WORTH PM STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision: 8=1 007200-1 GENERAL CONDITION S Page 58 of 63 i 15.02 City May Terminate for Cause A. The occurrence ofany one or more of the following events by way of example, but not of limitation, may justify termination for cause: 1. Contractor's persistent failure to perform the Work in accordance with the Contract Documents (including, but not limited to, failure to supply sufficient skilled workers or suitable materials or equipment, failure to adhere to the Project Schedule established under Paragraph 2.07 as adjusted from time to time pursuant to Paragraph 6.04, or failure to adhere to the City's Business Diversity Enterprise Ordinance #20020-12-2011established under Paragraph 6.06.D); 2. Contractor's disregard of Laws or Regulations of any public body having jurisdiction; 3. Contractor's repeated disregard of the authority of City; or 4. Contractor's violation in any substantial way of any provisions of the Contract Documents; or 5. Contractor's failure to promptly make good any defect in materials or workmanship, or defects of any nature, the correction of which has been directed in writing by the City; or 6. Substantial indication that the Contractor has made an unauthorized assignment of the Contract or any funds due therefrom for the benefit of any creditor or for any other purpose; M" or 7. Substantial evidence that the Contractor has become insolvent or bankrupt, or otherwise financially unable to carry on the Work satisfactorily; or 8. Contractor commences legal action in a court of competent jurisdiction against the City B. If one or more of the events identified in Paragraph 15.02A. occur, City will provide written notice to Contractor and Surety to arrange a conference with Contractor and Surety to address Contractor's failure to perform the Work. Conference shall be held not later than 15 days, after receipt of notice. 1. If the City, the Contractor, and the Surety do not agree to allow the Contractor to proceed to perform the construction Contract, the City may, to the extent permitted by Laws and Regulations, declare a Contractor default and formally terminate the Contractor's right to complete the Contract. Contractor default shall not be declared earlier than 20 days after the Contractor and Surety have received notice of conference to address Contractor's failure to perform the Work. 2. If Contractor's services are terminated, Surety shall be obligated to take over and perform the Work. If Surety does not commence performance thereof within 15 consecutive calendar days after date of an additional written notice demanding Surety's performance of its MW CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision: 82MI Mu 007200-I GENERAL CONDIT IONS Page 59 of 63 obligations, then City, without process or action at law, may take over any portion of the Work and complete it as described below. a. If City completes the Work, City may exclude Contractor and Surety from the site and take possession of the Work, and all materials and equipment incorporated into the Work stored at the Site or for which City has paid Contractor or Surety but which are stored elsewhere, and finish the Work as City may deem expedient. 3. Whether City or Surety completes the Work, Contractor shall not be entitled to receive any further payment until the Work is finished. If the unpaid balance of the Contract Price exceeds all claims, costs, losses and damages sustained by City arising out of or resulting from completing the Work, such excess will be paid to Contractor. If such claims, costs, losses and damages exceed such unpaid balance, Contractor shall pay the difference to City. Such claims, costs, losses and damages incurred by City will be incorporated in a Change Order, provided that when exercising any rights or remedies under this Paragraph, City shall not be required to obtain the lowest price for the Work performed. 4. Neither City, nor any of its respective consultants, agents, officers, directors or employees shall be in any way liable or accountable to Contractor or Surety for the method by which the completion of the said Work, or any portion thereof, may be accomplished or for the price paid therefor. 5. City, notwithstanding the method used in completing the Contract, shall not forfeit the right to recover damages from Contractor or Surety for Contractor's failure to timely complete the entire Contract. Contractor shall not be entitled to any claim on account of the method used by City in completing the Contract. 6. Maintenance of the Work shall continue to be Contractor's and Surety's responsibilities as provided for in the bond requirements of the Contract Documents or any special guarantees provided for under the Contract Documents or any other obligations otherwise prescribed by law. C. Notwithstanding Paragraphs 15.02.B, Contractor's services will not be terminated if Contractor begins within seven days of receipt of notice of intent to terminate to correct its failure to perform and proceeds diligently to cure such failure within no more than 30 days of receipt of said notice. D. Where Contractor's services have been so terminated by City, the termination will not affect any rights or remedies of City against Contractor then existing or which may thereafter accrue. Any retention or payment of moneys due Contractor by City will not release Contractor from liability. E. If and to the extent that Contractor has provided a performance bond under the provisions of Paragraph 5.02, the termination procedures of that bond shall not supersede the provisions of this Article. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision: 823 I OM P0 Ed «r MP 007200-I GENERAL CONDITION S Page 60 of 63 w 15.03 City May Terminate For Convenience A. City may, without cause and without prejudice to any other right or remedy of City, terminate the Contract. Any termination shall be effectedby mailing a notice of the termination to the Contractor specifying the extent to which performance of Work under the contract is terminated, and the date upon which such termination becomes effective. Receipt of the notice shall be deemed conclusively presumed and established when the letter is placed in the United States Postal Service Mail by the City. Further, it shall be deemed conclusively presumed and established that such PM termination is made with just cause as therein stated; and no proof in any claim, demand or suit shall be required of the City regarding such discretionary action. �- B. After receipt of a notice of termination, and except as otherwise directed by the City, the Contractor shall: 1. Stop work under the Contract on the date and to the extent specified in the notice of termination; 2. place no further orders or subcontracts for materials, services or facilities except as may be necessary for completion of such portion of the Work under the Contract as is not terminated; 3. terminate all orders and subcontracts to the extent that they relate to the performance of the Work terminated by notice of termination; 4. transfer title to the City and deliver in the manner, at the times, and to the extent, if any, directed by the City: a. the fabricated or unfabricated parts, Work in progress, completed Work, supplies and other material produced as a part of, or acquired in connection with the performance of, the Work terminated by the notice of the termination; and b. the completed, or partially completed plans, drawings, information and other property which, if the Contract had been completed, would have been required to be furnished to the City. ..� 5. complete performance of such Work as shall not have been terminated by the notice of termination; and 6. take such action as may be necessary, or as the City may direct, for the protection and preservation of the property related to its contract which is in the possession of the Contractor and in which the owner has or may acquire the rest. C. At a time not later than 30 days after the termination date specified in the notice of termination, the Contractor may submit to the City a list, certified as to quantity and quality, of any or all items of termination inventory not previously disposed of, exclusive of items the disposition of which has been directed or authorized by City. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision: 823 I ON 007200-1 GENERAL CONDITIONS Page 61 of 63 D. Not later than 15 days thereafter, the City shall accept title to such items provided, that the list submitted shall be subject to verification by the City upon removal of the items or, if the items are stored, within 45 days from the date of submission of the list, and any necessary adjustments to correct the list as submitted, shall be made prior to final settlement. E. Not later than 60 days after the notice of termination, the Contractor shall submit his termination claim to the City in the form and with the certification prescribed by the City. Unless an extension is made in writing within such 60 day period by the Contractor, and granted by the City, any and all such claims shall be conclusively deemed waived. F. In such case, Contractor shall be paid for (without duplication of any items): 1. completed and acceptable Work executed in accordance with the Contract Documents prior to the effective date of termination, including fair and reasonable sums for overhead and profit on such Work; 2. expenses sustained prior to the effective date of termination in performing services and furnishing labor, materials, or equipment as required by the Contract Documents in connection with uncompleted Work, plus fair and reasonable sums for overhead and profit on such expenses; and 3. reasonable expenses directly attributable to termination. G. In the event of the failure of the Contractor and City to agree upon the whole amount to be paid to the Contractor by reason of the termination of the Work, the City shall determine, on the basis of information available to it, the amount, if any, due to the Contractor by reason of the termination and shall pay to the Contractor the amounts determined. Contractor shall not be paid on account of loss of anticipated profits or revenue or other economic loss arising out of or resulting from such termination. ARTICLE 16 — DISPUTE RESOLUTION 16.01 Methods and Procedures A. Either City or Contractor may request mediation of any Contract Claim submitted for a decision under Paragraph 10.06 before such decision becomes final and binding. The request for mediation shall be submitted to the other party to the Contract. Timely submission of the request shall stay the effect of Paragraph 10.06.E. B. City and Contractor shall participate in the mediation process in good faith. The process shall be commenced within 60 days of filing of the request. C. If the Contract Claim is not resolved by mediation, City's action under Paragraph 10.06.0 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 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision: 82MI W im i i w i i 6- ' 007200-I GENERAL COND IT IONS Page 62 of 63 04 1. elects in writing to invoke any other dispute resolution process provided for in the Supplementary Conditions; or 2. agrees with the other parry 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: i 1. delivered in person to the individual or to a member of the foal 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 parry. 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. Mt 17.03 Cumulative Remedies The duties and obligations imposed by these General Conditions and the rights and remedies available hereunder to the parties hereto are in addition to, and are not to be construed in any way as a limitation of, any rights and remedies available to any or all of them which are otherwise imposed or available by Laws or Regulations, by special warranty or guarantee, or by other provisions of the Contract Documents. The provisions of this Paragraph will be as effective as if repeated specifically in the Contract Documents in connection with each particular duty, obligation, right, and remedy to which they apply. i .R CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision: 82=1 i 007200-1 GENERAL CONDITIONS Page 63 of 63 17.04 Survival of Obligations 00 All representations, indemnifications, warranties, and guarantees made in, required by, or given in OM 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. i M. w i i i CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision: 82"i2DLI s SECTION 00 73 00 SUPPLEMENTARY CONDITIONS TO GENERAL CONDITIONS pa R* i .�r 00 73 00 SUPPLEMENTARY CONDITIONS Page 1 of 5 Supplementary Conditions These Supplementary Conditions modify and supplement Section 00 72 00 - General Conditions, and other provisions of the Contract Documents as indicated below. All provisions of the General Conditions that are modified or supplemented remain in full force and effect as so modified or supplemented. All provisions of the General Conditions which are not so modified or supplemented remain in full force and effect. Defined Terms The terms used in these Supplementary Conditions which are defined in the General Conditions have the meaning assigned to them in the General Conditions, unless specifically noted herein. Modifications and Supplements The following are instructions that modify or supplement specific paragraphs in the General Conditions and other Contract Documents. SC-3.03B.2, "Resolving Discrepancies" Plans govern over Specifications. SC-4.01A Easement limits shown on the Drawing are approximate and were provided to establish a basis for bidding. Upon receiving the 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 November 5, 2021: Outstanding Right -Of -Way, and/or Easements to Be Acquired PARCEL OWNER TARGET DATE NUMBER OF POSSESSION None The Contractor understands and agrees that the dates listed above are estimates only, are not guaranteed, and do not bind the City. If Contractor considers the final easements provided to differ materially from the representations on the Contract Drawings, Contractor shall within five (5) Business Days and before proceeding with the Work, notify City in writing associated with the differing easement line locations. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised March 9, 2020 UTILITY CUT REPAIR CONTRACT 2 2023 City Project No. UC-02 2023 ... 00 73 00 SUPPLEMENTARY CONDITIONS Page 2 of 5 SC-4.01A.2, "Availability of Lands" Utilities or obstructions to be removed, adjusted, and/or relocated The following is list of utilities and/or obstructions that have not been removed, adjusted, and/or relocated as of November 5, 2021 EXPECTED UTILITY AND LOCATION TARGET DATE OF OWNER ADJUSTMENT None The Contractor understands and agrees that the dates listed above are estimates only, are not guaranteed, and do not bind the City. SC-4.02A.,"Subsurface and Physical Conditions" The following are reports of explorations and tests of subsurface conditions at the site of the Work: None The following are drawings of physical conditions in or relating to existing surface and subsurface structures (except Underground Facilities) which are at or contiguous to the site of the Work: None SC-4.06A., "Hazardous Environmental Conditions at Site" The following are reports and drawings of existing hazardous environmental conditions known to the City: None SC-5.03A., "Certificates of Insurance" The entities listed below are "additional insureds as their interest may appear" including their respective officers, directors, agents and employees. (1) City (2) Consultant: None (3) Other: None SC-5.04A., "Contractor's Insurance" The limits of liability for the insurance required by Paragraph GC-5.04 shall provide the following coverages for not less than the following amounts or greater where required by laws and regulations: 5.04A. Workers' Compensation, under Paragraph GC-5.04A. Statutory limits Employer's liability $100,000 each accident/occurrence $100,000 Disease - each employee $500,000 Disease - policy limit r OW OM PM i 0- CITY OF FORT WORTH UTILITY CUT REPAIR STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CONTRACT 2 2023 FM Revised March 9, 2020 City Project No. UC-02 2023 IME ft M PM MW MR MW 00 73 00 SUPPLEMENTARY CONDITIONS Page 3 of 5 SC-5.04B., "Contractor's Insurance" 5.04B. Commercial General Liability, under Paragraph GC-5.04B. Contractor's Liability Insurance under Paragraph GC-5.04B., which shall be on a per project basis covering the Contractor with minimum limits of: $1,000,000 each occurrence $2,000,000 aggregate limit The policy must have an endorsement (Amendment — Aggregate Limits of Insurance) making the General Aggregate Limits apply separately to each job site. The Commercial General Liability Insurance policies shall provide "X", "C", and "U" coverage's. Verification of such coverage must be shown in the Remarks Article of the Certificate of Insurance. SC 5.04C., "Contractor's Insurance" 5.04C. Automobile Liability, under Paragraph GC-5.04C. Contractor's Liability Insurance under Paragraph GC-5.04C., which shall be in an amount not less than the following amounts: (1) Automobile Liability - a commercial business policy shall provide coverage on "Any Auto", defined as autos owned, hired and non -owned. $1,000,000 each accident on a combined single limit basis. Split limits are acceptable if limits are at least: $250,000 Bodily Injury per person / $500,000 Bodily Injury per accident / $100,000 Property Damage SC-5.04D., "Contractor's Insurance" The Contractor's construction activities will require its employees, agents, subcontractors, equipment, and material deliveries to cross railroad properties and tracks: None The Contractor shall conduct its operations on railroad properties in such a manner as not to interfere with, hinder, or obstruct the railroad company in any manner whatsoever in the use or operation of its/their trains or other property. Such operations on railroad properties may require that Contractor to execute a "Right of Entry Agreement" with the particular railroad company or companies involved, and to this end the Contractor should satisfy itself as to the requirements of each railroad company and be prepared to execute the right -of -entry (if any) required by a railroad company. The requirements specified herein likewise relate to the Contractor's use of private and/or construction access roads crossing said railroad company's properties. The Contractual Liability coverage required by Paragraph 5.04D of the General Conditions shall provide coverage for not less than the following amounts, issued by companies satisfactory to the City and to the Railroad Company for a term that continues for so long as the Contractor's operations and work cross, occupy, or touch railroad property: (1) General Aggregate: $Confirm Limits with Railroad (2) Each Occurrence: $Confirm Limits with Railroad Required for this Contract CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised March 9, 2020 X Not required for this Contract UTILITY CUT REPAIR CONTRACT 2 2023 City Project No. UC-02 2023 Sul W 00 73 00 SUPPLEMENTARY CONDITIONS Page 4 of 5 With respect to the above outlined insurance requirements, the following shall govern: 1. Where a single railroad company is involved, the Contractor shall provide one insurance policy in the name of the railroad company. However, if more than one grade separation or at -grade crossing is affected by the Project at entirely separate locations on the line or lines of the same railroad company, separate coverage may be required, each in the amount stated above. 2. Where more than one railroad company is operating on the same right-of-way or where several railroad companies are involved and operated on their own separate rights -of -way, the Contractor may be required to provide separate insurance policies in the name of each railroad company. 3. If, in addition to a grade separation or an at -grade crossing, other work or activity is proposed on a railroad company's right-of-way at a location entirely separate from the grade separation or at - grade crossing, insurance coverage for this work must be included in the policy covering the grade separation. 4. If no grade separation is involved but other work is proposed on a railroad company's right-of- way, all such other work may be covered in a single policy for that railroad, even though the work may be at two or more separate locations. No work or activities on a railroad company's property to be performed by the Contractor shall be commenced until the Contractor has furnished the City with an original policy or policies of the insurance for each railroad company named, as required above. All such insurance must be approved by the City and each affected Railroad Company prior to the Contractor's beginning work. The insurance specified above must be carried until all Work to be performed on the railroad right-of-way has been completed and the grade crossing, if any, is no longer used by the Contractor. In addition, insurance must be carried during all maintenance and/or repair work performed in the railroad right-of-way. Such insurance must name the railroad company as the insured, together with any tenant or lessee of the railroad company operating over tracks involved in the Project. SC-6.04., "Project Schedule" Project schedule shall be tier 1 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: GC-6.07 2013 Prevailing Wage Rates (Heavy & Highway Construction Projects) A copy of the table is also available by accessing the City's website at: httt)s:Happs.fortwo rthtexas.2ov/Pro i ectResou rces/ You can access the file by following the directory path: 02-Construction Documents/Specifications/Div00 — General Conditions SC-6.09., "Permits and Utilities" SC-6.09A., "Contractor obtained permits and licenses" The following are known permits and/or licenses required by the Contract to be acquired by the Contractor: None SC-6.09B. "City obtained permits and licenses" CITY OF FORT WORTH UTILITY CUT REPAIR STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CONTRACT 2 2023 Revised March 9, 2020 City Project No. UC-02 2023 Im 4. PM aft qM r � 00 73 00 SUPPLEMENTARY CONDITIONS Page 5 of 5 The following are known permits and/or licenses required by the Contract to be acquired by the City: None w SC-6.09C. "Outstanding permits and licenses" The following is a list of known outstanding permits and/or licenses to be acquired, if any as of November i 5, 2021: Outstanding Permits and/or Licenses to Be Acquired OWNER PERMIT OR LICENSE AND LOCATION TARGET DATE OF POSSESSION None _ SC-7.02., "Coordination" The individuals or entities listed below have contracts with the City for the performance of other work at the Site: Vendor Scope of Work Coordination Authority None SC-8.01, "Communications to Contractor" None SC-9.01., "City's Project Manager" The City's Project Manager for this Contract is J. Chris Underwood, or his/her successor pursuant to ~ written notification from the Director of Water Department SC-13.03C., "Tests and Inspections" .r None SC-16.01C.1, "Methods and Procedures" None END OF SECTION Revision Log DATE NAME SUMMARY OF CHANGE 1/22/2016 F. Griffin SC-9.01., "City's Project Representative" wording changed to City's Project Manager. 3/9/2020 D.V. Magana SC-6.07, Updated the link such that files can be accessed via the City's website. CITY OF FORT WORTH UTILITY CUT REPAIR +* STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CONTRACT 2 2023 Revised March 9, 2020 City Project No. UC-02 2023 r 1 2 s 3 PART1- GENERAL SECTION 01 11 00 SUMMARY OF WORK 011100-1 SUMMARY OF WORK Page I of 3 4 1.1 SUMMARY r 5 A. Section Includes: 6 1. Summary of Work to be performed in accordance with the Contract Documents 7 B. Deviations from this City of Fort Worth Standard Specification 8 1. None. 9 C. Related Specification Sections include, but are not necessarily limited to: 10 1. Division 0 - Bidding Requirements, Contract Forms, and Conditions of the Contract 11 2. Division 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. Work Covered by Contract Documents �— 19 1. Work is to include furnishing all labor, materials, and equipment, and performing 20 all Work necessary for this construction project as detailed in the Drawings and 21 Specifications. •* 22 B. Subsidiary Work 23 1. Any and all Work specifically governed by documentary requirements for the 24 project, such as conditions imposed by the Drawings or Contract Documents in +•� 25 which no specific item for bid has been provided for in the Proposal and the item is 26 not a typical unit bid item included on the standard bid item list, then the item shall 27 be considered as a subsidiary item of Work, the cost of which shall be included in 28 the price bid in the Proposal for various bid items. 29 C. Use of Premises 30 1. Coordinate uses of premises under direction of the City. *" 31 2. Assume full responsibility for protection and safekeeping of materials and 32 equipment stored on the Site. 33 3. Use and occupy only portions of the public streets and alleys, or other public places i 34 or other rights -of -way as provided for in the ordinances of the City, as shown in the 35 Contract Documents, or as may be specifically authorized in writing by the City. 36 a. A reasonable amount of tools, materials, and equipment for construction 37 purposes may be stored in such space, but no more than is necessary to avoid 38 delay in the construction operations. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised December 20, 2012 UTILITY CUT REPAIR CONTRACT 2 2023 City Project No. UC-02 2023 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 01 11 00 - 2 SUMMARY OF WORK Page 2 of 3 b. Excavated and waste materials shall be stored in such a way as not to interfere with the use of spaces that may be designated to be left free and unobstructed and so as not to inconvenience occupants of adjacent property. c. If the street is occupied by railroad tracks, the Work shall be carried on in such manner as not to interfere with the operation of the railroad. 1) All Work shall be in accordance with railroad requirements set forth in Division 0 as well as the railroad permit. D. Work within Easements 1. Do not enter upon private property for any purpose without having previously obtained permission from the owner of such property. 2. Do not store equipment or material on private property unless and until the specified approval of the property owner has been secured in writing by the Contractor and a copy furnished to the City. 3. Unless specifically provided otherwise, clear all rights -of -way or easements of obstructions which must be removed to make possible proper prosecution of the Work as a part of the project construction operations. 4. Preserve and use every precaution to prevent damage to, all trees, shrubbery, plants, lawns, fences, culverts, curbing, and all other types of structures or improvements, to all water, sewer, and gas lines, to all conduits, overhead pole lines, or appurtenances thereof, including the construction of temporary fences and to all other public or private property adjacent to the Work. 5. Notify the proper representatives of the owners or occupants of the public or private lands of interest in lands which might be affected by the Work. a. Such notice shall be made at least 48 hours in advance of the beginning of the Work. b. Notices shall be applicable to both public and private utility companies and any corporation, company, individual, or other, either as owners or occupants, whose land or interest in land might be affected by the Work. c. Be responsible for all damage or injury to property of any character resulting from any act, omission, neglect, or misconduct in the manner or method or execution of the Work, or at any time due to defective work, material, or equipment. 6. Fence a. Restore all fences encountered and removed during construction of the Project to the original or a better than original condition. b. Erect temporary fencing in place of the fencing removed whenever the Work is not in progress and when the site is vacated overnight, and/or at all times to provide site security. c. The cost for all fence work within easements, including removal, temporary closures and replacement, shall be subsidiary to the various items bid in the project proposal, unless a bid item is specifically provided in the proposal. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised December 20, 2012 UTILITY CUT REPAIR CONTRACT 2 2023 City Project No. UC-02 2023 i W" 0- sop «0 on OM w 011100-3 SUMMARY OF WORK y Page 3 of 3 1 1.5 SUBMITTALS [NOT USED] 2 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED] 3 1.7 CLOSEOUT SUBMITTALS [NOT USED] 4 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 5 1.9 QUALITY ASSURANCE [NOT USED] 6 1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED] 7 1.11 FIELD [SITE] CONDITIONS [NOT USED] 8 1.12 WARRANTY [NOT USED] — 9 PART 2 - PRODUCTS [NOT USED] 10 PART 3 - EXECUTION [NOT USED] 11 END OF SECTION 12 Revision Log DATE NAME SUMMARY OF CHANGE 13 rr CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised December 20, 2012 UTILITY CUT REPAIR CONTRACT 2 2023 City Project No. UC-02 2023 01 25 00 - 1 SUBSTITUTION PROCEDURES Page I of 4 1 SECTION 0125 00 2 SUBSTITUTION PROCEDURES 3 PART I - GENERAL 4 1.1 SUMMARY 5 A. Section Includes: — 6 1. The procedure for requesting the approval of substitution of a product that is not 7 equivalent to a product which is specified by descriptive or performance criteria or 8 defined by reference to 1 or more of the following: 9 a. Name of manufacturer 10 b. Name of vendor 11 c. Trade name 12 d. Catalog number 13 2. Substitutions are not "or -equals". 14 B. Deviations from this City of Fort Worth Standard Specification 15 1. None. 16 C. Related Specification Sections include, but are not necessarily limited to: 17 1. Division 0 — Bidding Requirements, Contract Forms and Conditions of the Contract 18 2. Division 1 — General Requirements 19 1.2 PRICE AND PAYMENT PROCEDURES 20 A. Measurement and Payment 21 1. Work associated with this Item is considered subsidiary to the various items bid. 22 No separate payment will be allowed for this Item. 23 1.3 REFERENCES [NOT USED] 24 1.4 ADMINISTRATIVE REQUIREMENTS 25 A. Request for Substitution - General 26 1. Within 30 days after award of Contract (unless noted otherwise), the City will 27 consider formal requests from Contractor for substitution of products in place of 28 those specified. 29 2. Certain types of equipment and kinds of material are described in Specifications by 30 means of references to names of manufacturers and vendors, trade names, or 31 catalog numbers. 32 a. When this method of specifying is used, it is not intended to exclude from 33 consideration other products bearing other manufacturer's or vendor's names, 34 trade names, or catalog numbers, provided said products are "or -equals," as 35 determined by City. 36 3. Other types of equipment and kinds of material may be acceptable substitutions 37 under the following conditions: 38 a. Or -equals are unavailable due to strike, discontinued production of products -• 39 meeting specified requirements, or other factors beyond control of Contractor; 40 or, CITY OF FORT WORTH UTILITY CUT REPAIR STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CONTRACT 2 2023 Revised July 1, 2011 City Project No. UC-02 2023 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 of proposed substitution with 11 Contract Documents 12 2) Data relating to changes in construction schedule, when a reduction is 13 proposed 14 3) Data relating to changes in cost 15 b. For products 16 1) Product identification 17 a) Manufacturer's name 18 b) Telephone number and representative contact name 19 c) Specification Section or Drawing reference of originally specified 20 product, including discrete name or tag number assigned to original 21 product in the Contract Documents 22 2) Manufacturer's literature clearly marked to show compliance of proposed 23 product with Contract Documents 24 3) Itemized comparison of original and proposed product addressing product 25 characteristics including, but not necessarily limited to: 26 a) Size 27 b) Composition or materials of construction 28 c) Weight 29 d) Electrical or mechanical requirements 30 4) Product experience 31 a) Location of past projects utilizing product 32 b) Name and telephone number of persons associated with referenced 33 projects knowledgeable concerning proposed product 34 c) Available field data and reports associated with proposed product 35 5) Samples 36 a) Provide at request of City. 37 b) Samples become the property of the City. 38 c. For construction methods: 39 1) Detailed description of proposed method 40 2) Illustration drawings 41 C. Approval or Rejection 42 1. Written approval or rejection of substitution given by the City 43 2. City reserves the right to require proposed product to comply with color and pattern 44 of specified product if necessary to secure design intent. 45 3. In the event the substitution is approved, the resulting cost and/or time reduction 46 will be documented by Change Order in accordance with the General Conditions. CITY OF FORT WORTH UTILITY CUT REPAIR STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CONTRACT 2 2023 Revised July 1, 2011 City Project No. UC-02 2023 M M 4M go PM .o sm 1 2 3 4 5 w 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 012500-3 SUBSTITUTION PROCEDURES Page 3 of 4 4. No additional contract time will be given for substitution. S. Substitution will be rejected if: a. Submittal is not through the Contractor with his stamp of approval b. Request is not made in accordance with this Specification Section c. In the City's opinion, acceptance will require substantial revision of the original design d. In the City's opinion, substitution will not perform adequately the function consistent with the design intent 1.6 ACTION SUBMITTALSANFORMATIONAL SUBMITTALS [NOT USED] 1.7 CLOSEOUT SUBMITTALS [NOT USED] 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 1.9 QUALITY ASSURANCE A. In making request for substitution or in using an approved product, the Contractor represents that the Contractor: 1. Has investigated proposed product, and has determined that it is adequate or superior in all respects to that specified, and that it will perform function for which it is intended 2. Will provide same guarantee for substitute item as for product specified 3. Will coordinate installation of accepted substitution into Work, to include building modifications if necessary, making such changes as may be required for Work to be complete in all respects 4. Waives all claims for additional costs related to substitution which subsequently arise 1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED] 1.11 FIELD [SITE] CONDITIONS [NOT USED] 1.12 WARRANTY [NOT USED] PART 2 - PRODUCTS [NOT USED] 28 PART 3 - EXECUTION [NOT USED] 29 30 31 END OF SECTION Revision Log DATE NAME SUMMARY OF CHANGE CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 UTILITY CUT REPAIR CONTRACT 2 2023 City Project No. UC-02 2023 PE 012500-4 SUBSTITUTION PROCEDURES Page 4 of 4 1 EXHIBIT A 2 REQUEST FOR SUBSTITUTION FORM: 3 4 TO: 5 PROJECT: DATE: 6 We hereby submit for your consideration the following product instead of the specified item for 7 the above project: 8 SECTION PARAGRAPH SPECIFIED ITEM 9 10 11 Proposed Substitution: 12 Reason for Substitution: 13 Include complete information on changes to Drawings and/or Specifications which proposed 14 substitution will require for its proper installation. 15 16 Fill in Blanks Below: 17 A. Will the undersigned contractor pay for changes to the building design, including engineering 18 and detailing costs caused by the requested substitution? 19 20 21 B. What effect does substitution have on other trades? 22 23 24 C. Differences between proposed substitution and specified item? 25 26 27 D. Differences in product cost or product delivery time? 28 29 30 E. Manufacturer's guarantees of the proposed and specified items are: 31 32 Equal Better (explain on attachment) 33 The undersigned states that the function, appearance and quality are equivalent or superior to the 34 specified item. 35 Submitted By: For Use by City 36 37 Signature _ Recommended _ Recommended 38 as noted 39 40 Firm _ Not recommended _Received late 41 Address By 42 Date 43 Date Remarks 44 Telephone 45 46 For Use by City: 47 48 Approved Rejected 49 City Date M M on i i W OM CITY OF FORT WORTH UTILITY CUT REPAIR 4W STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CONTRACT 2 2023 Revised July 1, 2011 City Project No. UC-02 2023 ho i 013119-1 PRECONSTRUCTION MEETING Page 1 of 3 1 SECTION 01 31 19 2 PRECONSTRUCTION MEETING " 3 PART1- GENERAL 4 1.1 SUMMARY 5 A. Section Includes: 6 1. Provisions for the preconstruction meeting to be held prior to the start of Work to 7 clarify construction contract administration procedures 8 B. Deviations from this City of Fort Worth Standard Specification 9 1. None. 10 C. Related Specification Sections include, but are not necessarily limited to: 11 1. Division 0 — Bidding Requirements, Contract Forms and Conditions of the Contract 12 2. Division 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 FORT WORTH UTILITY CUT REPAIR STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CONTRACT 2 2023 Revised August 17, 2012 City Project no. UC-02 2023 w W 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 0131 19 - 2 PRECONSTRUCTION MEETING Page 2 of 3 e. Other City representatives f. Others as appropriate 4. Construction Schedule a. Prepare baseline construction schedule in accordance with Section 01 32 16 and provide at Preconstruction Meeting. b. City will notify Contractor of any schedule changes upon Notice of Preconstruction Meeting. 5. Preliminary Agenda may include: a. Introduction of Project Personnel b. General Description of Project c. Status of right-of-way, utility clearances, easements or other pertinent permits d. Contractor's work plan and schedule e. Contract Time f. Notice to Proceed g. Construction Staking h. Progress Payments i. Extra Work and Change Order Procedures j. Field Orders k. Disposal Site Letter for Waste Material 1. Insurance Renewals m. Payroll Certification n. Material Certifications and Quality Control Testing o. Public Safety and Convenience p. Documentation of Pre -Construction Conditions q. Weekend Work Notification r. Legal Holidays s. Trench Safety Plans t. Confined Space Entry Standards u. Coordination with the City's representative for operations of existing water systems v. Storm Water Pollution Prevention Plan w. Coordination with other Contractors x. Early Warning System y. Contractor Evaluation z. Special Conditions applicable to the project aa. Damages Claims bb. Submittal Procedures cc. Substitution Procedures dd. Correspondence Routing ee. Record Drawings ff. Temporary construction facilities gg. M/WBE or MBE/SBE procedures hh. Final Acceptance ii. Final Payment J. Questions or Comments CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised August 17, 2012 UTILITY CUT REPAIR CONTRACT 2 2023 City Project no. UC-02 2023 M ON W dAm a& a* ma am 0131 19 - 3 PRECONSTRUCTION MEETING Page 3 of 3 1 1.5 SUBMITTALS [NOT USED] 2 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED] 3 1.7 CLOSEOUT SUBMITTALS [NOT USED] 4 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 5 1.9 QUALITY ASSURANCE [NOT USED] 6 1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED] 7 1.11 FIELD [SITE] CONDITIONS [NOT USED] 8 1.12 WARRANTY [NOT USED] *� 9 PART 2 - PRODUCTS [NOT USED] 10 PART 3 - EXECUTION [NOT USED] 11 END OF SECTION 12 Revision Log DATE I NAME SUMMARY OF CHANGE .4 13 i 1� *" CITY OF FORT WORTH UTILITY CUT REPAIR STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CONTRACT 2 2023 Revised August 17, 2012 City Project no. UC-02 2023 M M Wh M MP 013120-1 PROJECT MEETINGS Page 1 of 3 l SECTION 013120 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. This specification is for use on projects designated as Tier 3 or Tier 4. This 11 contract is a Tier 1 contract, thus not applicable. 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 [NOT USED] 20 1.4 ADMINISTRATIVE REQUIREMENTS 21 A. Coordination 22 1. Schedule, attend and administer as specified, periodic progress meetings, and 23 specially called meetings throughout progress of the Work. 24 2. Representatives of Contractor, subcontractors and suppliers attending meetings 25 shall be qualified and authorized to act on behalf of the entity each represents. 26 3. Meetings administered by City may be tape recorded. 27 a. If recorded, tapes will be used to prepare minutes and retained by City for 28 future reference. 29 4. Meetings, in addition to those specified in this Section, may be held when requested 30 by the City, Engineer or Contractor. 31 B. Pre -Construction Neighborhood Meeting 32 1. After the execution of the Agreement, but before construction is allowed to begin, 33 attend 1 Public Meeting with affected residents to: 34 a. Present projected schedule, including construction start date 35 b. Answer any construction related questions 36 2. Meeting Location 37 a. Location of meeting to be determined by the City. 38 CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 UTILITY CUT REPAIR CONTRACT 2 2023 City Project No. UC-02 2023 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 01 31 20 - 2 PROJECT MEETINGS Page 2 of 3 3. Attendees a. Contractor b. Project Representative c. Other City representatives 4. Meeting Schedule a. In general, the neighborhood meeting will occur within the 2 weeks following the pre -construction conference. b. In no case will construction be allowed to begin until this meeting is held. C. Progress Meetings 1. Formal project coordination meetings will be held periodically. Meetings will be scheduled and administered by Project Representative. 2. Additional progress meetings to discuss specific topics will be conducted on an as - needed basis. Such additional meetings shall include, but not be limited to: a. Coordinating shutdowns b. Installation of piping and equipment c. Coordination between other construction projects d. Resolution of construction issues e. Equipment approval 3. The Project Representative will preside at progress meetings, prepare the notes of the meeting and distribute copies of the same to all participants who so request by fully completing the attendance form to be circulated at the beginning of each meeting. 4. Attendance shall include: a. Contractor's project manager b. Contractor's superintendent c. Any subcontractor or supplier representatives whom the Contractor may desire to invite or the City may request d. Engineer's representatives e. City's representatives f. Others, as requested by the Project Representative 5. Preliminary Agenda may include: a. Review of Work progress since previous meeting b. Field observations, problems, conflicts c. Items which impede construction schedule d. Review of off -site fabrication, delivery schedules e. Review of construction interfacing and sequencing requirements with other construction contracts f. Corrective measures and procedures to regain projected schedule g. Revisions to construction schedule h. Progress, schedule, during succeeding Work period i. Coordination of schedules j. Review submittal schedules k. Maintenance of quality standards 1. Pending changes and substitutions m. Review proposed changes for: 1) Effect on construction schedule and on completion date 2) Effect on other contracts of the Project n. Review Record Documents CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 UTILITY CUT REPAIR CONTRACT 2 2023 City Project No. UC-02 2023 PE PM OM w 013120-3 PROJECT MEETINGS Page 3 of 3 1 o. Review monthly pay request 2 p. Review status of Requests for Information 3 6. Meeting Schedule 4 a. Progress meetings will be held periodically as determined by the Project 5 Representative. 6 1) Additional meetings may be held at the request of the: 7 a) City 8 b) Engineer 9 c) Contractor 10 7. Meeting Location 11 a. The City will establish a meeting location. 12 1) To the extent practicable, meetings will be held at the Site. 13 1.5 SUBMITTALS [NOT USED] 14 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED] 15 1.7 CLOSEOUT SUBMITTALS [NOT USED] 16 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 17 1.9 QUALITY ASSURANCE [NOT USED] 18 1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED] 19 1.11 FIELD [SITE] CONDITIONS [NOT USED] 20 1.12 WARRANTY [NOT USED] 21 PART 2 - PRODUCTS [NOT USED] 22 PART 3 - EXECUTION [NOT USED] 23 END OF SECTION 24 Revision Log DATE NAME SUMMARY OF CHANGE 25 i CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 UTILITY CUT REPAIR CONTRACT 2 2023 City Project No. UC-02 2023 W M ..r 01 3216 -1 CONSTRUCTION PROGRESS SCHEDULE Page 1 of 10 1 SECTION 0132 16 2 CONSTRUCTION SCHEDULE 3 PART1- GENERAL 4 1.1 SUMMARY 5 A. Section Includes: 6 1. General requirements for the preparation, submittal, updating, status reporting and 7 management of the Construction Progress Schedule 8 2. Specific requirements are presented in the City of Fort Worth Schedule Guidance 9 Document 10 B. Deviations from this City of Fort Worth Standard Specification 11 1. None. 12 C. Related Specification Sections include, but are not necessarily limited to: 13 1. Division 0 — Bidding Requirements, Contract Forms and Conditions of the Contract 14 2. Division 1—General Requirements 15 D. Purpose 16 The City of Fort Worth (City) is committed to delivering quality, cost-effective 17 infrastructure to its citizens in a timely manner. A key tool to achieve this purpose is a 18 properly structured schedule with accurate updates. This supports effective monitoring 19 of progress and is input to critical decision making by the project manager throughout 20 the life of the project. Data from the updated project schedule is utilized in status 21 reporting to various levels of the City organization and the citizenry. 22 23 This Document complements the City's Standard Agreement to guide the construction 24 contractor (Contractor) in preparing and submitting acceptable schedules for use by the 25 City in project delivery. The expectation is the performance of the work follows the 26 accepted schedule and adhere to the contractual timeline. 27 28 The Contractor will designate a qualified representative (Project Scheduler) responsible 29 for developing and updating the schedule and preparing status reporting as required by 30 the City. 31 1.2 PRICE AND PAYMENT PROCEDURES 32 A. Measurement and Payment 33 1. Work associated with this Item is considered subsidiary to the various items bid. 34 No separate payment will be allowed for this Item. 35 2. Non-compliance with this specification is grounds for City to withhold payment of 36 the Contractor's invoices until Contractor achieves said compliance. 37 1.3 REFERENCES 38 A. Project Schedules CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised August 13, 2021 UTUMCUTREPAIR CONTRACT 2 2023 City Project No. UC-02 2023 M 01 32 16 - 2 CONSTRUCTION PROGRESS SCHEDULE Page 2 of 10 1 Each project is represented by City's master project schedule that encompasses the 2 entire scope of activities envisioned by the City to properly deliver the work. When the 3 City contracts with a Contractor to perform construction of the Work, the Contractor 4 will develop and maintain a schedule for their scope of work in alignment with the 5 City's standard schedule requirements as defined herein. The data and information of 6 each such schedule will be leveraged and become integral in the master project 7 schedule as deemed appropriate by the City's Project Control Specialist and approved 8 by the City's Project Manager. 9 10 1. Master Project Schedule 11 The master project schedule is a holistic representation of the scheduled activities 12 and milestones for the total project and be Critical Path Method (CPM) based. The 13 City's Project Manager is accountable for oversight of the development and 14 maintaining a master project schedule for each project. When the City contracts for 15 the design and/or construction of the project, the master project schedule will 16 incorporate elements of the Design and Construction schedules as deemed 17 appropriate by the City's Project Control Specialist. The assigned City Project 18 Control Specialist creates and maintains the master project schedule in P6 (City's 19 scheduling software). 20 21 2. Construction Schedule 22 The Contractor is responsible for developing and maintaining a schedule for the 23 scope of the Contractor's contractual requirements. The Contractor will issue an 24 initial schedule for review and acceptance by the City's Project Control Specialist 25 and the City's Project Manager as a baseline schedule for Contractor's scope of 26 work. Contractor will issue current, accurate updates of their schedule (Progress 27 Schedule) to the City at the end of each month throughout the life of their work. 28 B. Schedule Tiers 29 The City has a portfolio of projects that vary widely in size, complexity and content 30 requiring different scheduling to effectively deliver each project. The City uses a 31 "tiered" approach to align the proper schedule with the criteria for each project. The 32 City's Project Manager determines the appropriate schedule tier for each project, and 33 includes that designation and the associated requirements in the Contractor's scope of 34 work. The following is a summary of the "tiers". 35 36 1. Tier 1: Small Size and Short Duration Project (design not required) 37 The City develops and maintains a Master Project Schedule for the project. No 38 schedule submittal is required from Contractor. City's Project Control Specialist 39 acquires any necessary schedule status data or information through discussions with 40 the respective party on an as -needed basis. 41 42 2. Tier 2: Small Size and Short to Medium Duration Project 43 The City develops and maintains a Master Project Schedule for the project. The 44 Contractor identifies "start" and "finish" milestone dates on key elements of their 45 work as agreed with the City's Project Manager at the kickoff of their work effort. 46 The Contractor issues to the City, updates to the "start" and "finish" dates for such 47 milestones at the end of each month throughout the life of their work on the project. 48 49 3. Tier 3: Medium and Large Size and/or Complex Projects Regardless of Duration CITY OF FORT WORTH UTILITYCUTREPAIR STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CONTRACT 2 2023 Revised August 13, 2021 . City Project No. UC-02 2023 w w rt f 4W PM 4- 01 32 16 - 3 CONSTRUCTION PROGRESS SCHEDULE Page 3 of 10 1 The City develops and maintains a Master Project Schedule for the project. The 2 Contractor develops a Baseline Schedule and maintains the schedule of their 3 respective scope of work on the project at a level of detail (generally Level 3) and in 4 alignment with the WBS structure in Section 1.4.H as agreed by the Project 5 Manager. The Contractor issues to the City, updates of their respective schedule 6 (Progress Schedule) at the end of each month throughout the life of their work on the 7 project. 8 C. Schedule Types 9 Project delivery for the City utilizes two types of schedules as noted below. The City 10 develops and maintains a Master Project Schedule as a "baseline" schedule and issue 11 monthly updates to the City Project Manager (end of each month) as a "progress" 12 schedule. The Contractor prepares and submits each schedule type to fulfill their 13 contractual requirements. 14 15 1. Baseline Schedule 16 The Contractor develops and submits to the City, an initial schedule for their scope 17 of work in alignment with this specification. Once reviewed and accepted by the 18 City, it becomes the "Baseline" schedule and is the basis against which all progress 19 is measured. The baseline schedule will be updated when there is a change or 20 addition to the scope of work impacting the duration of the work, and only after 21 receipt of a duly authorized change order issued by the City. In the event progress is 22 significantly behind schedule, the City's Project Manager may authorize an update 23 to the baseline schedule to facilitate a more practical evaluation of progress. An 24 example of a Baseline Schedule is provided in Specification 013216.1 �+ 25 Construction Project Schedule Baseline Example. 26 27 2. Progress Schedule 28 The Contractor updates their schedule at the end of each month to represent the 29 progress achieved in the work which includes any impact from authorized changes 30 in the work. The updated schedule must accurately reflect the current status of the 31 work at that point in time and is referred to as the "Progress Schedule". The City's 32 Project Manager and Project Control Specialist reviews and accepts each progress 33 schedule. In the event a progress schedule is deemed not acceptable, the 34 unacceptable issues are identified by the City within 5 working days and the 35 Contractor must provide an acceptable progress schedule within 5 working days 36 after receipt of non -acceptance notification. An example of a Progress Schedule is 37 provided in Specification 01 32 16.2 Construction Project Schedule Progress 38 Example. 39 D. City Standard Schedule requirements 40 The following is an overview of the methodology for developing and maintaining a 41 schedule for delivery of a project. i CITY OF FORT WORTH UTILITY CUT REPAIR STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CONTRAC172 2023 Revised August 13, 2021 City Project No. UC-02 2023 M 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 01 32 16 - 4 CONSTRUCTION PROGRESS SCHEDULE Page 4 of 10 1. Schedule Framework - The schedule will be based on the defined scope of work and follow the (Critical Path Methodology) CPM method. The Contractor's schedule will align with the requirements of this specification and will be cost loaded to reflect their plan for execution. Compliance with cost loading can be provided with traditional cost loading of line items OR a projected cost per month for the project when the initial schedule is submitted, updated on a quarterly basis is significant change is anticipated. Overall schedule duration will align with the contractual requirements for the respective scope of work and be reflected in City's Master Project Schedule. The Project Number and Name of the Project is required on each schedule and must match the City's project data. E. Schedule File Name All schedules submitted to the City for a project will have a file name that begins with the City's project number followed by the name of the project followed by baseline (if a baseline schedule) or the year and month (if a progress schedule), as shown below. • Baseline Schedule File Name Format: City Project Number_Project Name_Baseline Example: 101376 North Montgomery Street HMAC Baseline • Progress Schedule File Name Format: City Project Number_Project Name _YYYY-MM Example: 101376 North Montgomery Street HMAC 2018_01 • Project Schedule Progress Narrative File Name Format: City Project Number —Project Name PN_YYYY-MM Example: 101376 North Montgomery Street HMAC PN 2018_01 F. Schedule Templates The Contractor will utilize the relevant sections from the City's templates provided in the City's document management system as the basis for creating their respective project schedule. Specifically, the Contractor's schedule will align with the layout of the Construction section. The templates are identified by type of project as noted below. • Arterials • Aviation • Neighborhood Streets • Sidewalks (later) • Quiet Zones (later) • Street Lights (later) • Intersection Improvements (later) • Parks • Storm water • Street Maintenance • Traffic • Water G. Schedule Calendar CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised August 13, 2021 UTILITYCUTREPAIR CONTRACT 2 2023 City Project No. UC-02 2023 r M op- w M W M 01 3216 - 5 CONSTRUCTION PROGRESS SCHEDULE Page 5 of 10 1 The City's standard calendar for schedule development purposes is based on a 5-day 2 workweek and accounts for the City's eight standard holidays (New Years, Martin 3 Luther King, Memorial, Independence, Labor, Thanksgiving, day after Thanksgiving, 4 Christmas). The Contractor will establish a schedule calendar as part of the schedule 5 development process and provide to the Project Control Specialist as part of the basis 6 for their schedule. Variations between the City's calendar and the Contractor's 7 calendar must be resolved prior to the City's acceptance of their Baseline project 8 schedule. 9 10 H. WBS & Milestone Standards for Schedule Development 11 The scope of work to be accomplished by the Contractor is represented in the schedule 12 in the form of a Work Breakdown Structure (WBS). The WBS is the basis for the 13 development of the schedule activities and shall be imbedded and depicted in the 14 schedule. 15 16 The following is a summary of the standards to be followed in preparing and 17 maintaining a schedule for project delivery. 18 19 1. Contractor is required to utilize the City's WBS structure and respective 20 project type template for "Construction" as shown in Section 1.4.1-1below. 21 Additional activities may be added to Levels 1 - 4 to accommodate the needs 22 of the organization executing the work. Specifically the Contractor will add 23 activities under WBS XXXXXX.80.83 "Construction Execution" that 24 delineates the activities associated with the various components of the work. 25 26 2. Contractor is required to adhere to the City's Standard Milestones as shown 27 in Section 1.4.I below. Contractor will include additional milestones 28 representing intermediate deliverables as required to accurately reflect their 29 scope of work. 30 31 I. Schedule Activities 32 Activities are the discrete elements of work that make up the schedule. They will be 33 organized under the umbrella of the WBS. Activity descriptions should adequately 34 describe the activity, and in some cases the extent of the activity. All activities are 35 logically tied with a predecessor and a successor. The only exception to this rule is for 36 "project start" and "project finish" milestones. 37 38 The activity duration is based on the physical amount of work to be performed for the 39 stated activity, with a maximum duration of 20 working days OR a continuous activity 40 in one location. If the work for any one activity exceeds 20 days, break that activity 41 down incrementally to achieve this duration constraint. Any exception to this requires 42 review and acceptance by the City's Project Control Specialist. 43 44 J. Change Orders 45 When a Change Order is issued by the City, the impact is incorporated into the 46 previously accepted baseline schedule as an update, to clearly show impact to the 47 project timeline. The Contractor submits this updated baseline schedule to the City for CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised August 13, 2021 UTILMCUTREPAIR CONTRACT 2 2023 City Project No. UC-02 2023 F 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 01 32 16 - 6 CONSTRUCTION PROGRESS SCHEDULE Page 6 of 10 review and acceptance as described in Section 1.5 below. Updated baseline schedules adhere to the following: 1. Time extensions associated with approved contract modifications are limited to the actual amount of time the project activities are anticipated to be delayed, unless otherwise approved by the Program Manager. 2. The re-baselined schedule is submitted by the Contractor within ten workdays after the date of receipt of the approved Change Order. 3. The changes in logic or durations approved by the City are used to analyze the impact of the change and is included in the Change Order. The coding for a new activity(s) added to the schedule for the Change Order includes the Change Order number in the Activity ID. Use as many activities as needed to accurately show the work of the Change Order. Revisions to the baseline schedule are not effective until accepted by the City. K. City's Work Breakdown Structure WBS Code WBS Name XXXXXX Project Name XXXXXX.30 Design XXXXXX.30.10 Design Contractor Agreement XXXXXX.30.20 Conceptual Design (30%) XXXXXX.30.30 Preliminary Design (60%) XXXXXX.30.40 Final Design XXXXXX.30.50 Environmental XXXXXX.30.60 Permits XXXXXX.30.60.10 Permits - Identification XXXXXX.30.60.20 Permits - Review/Approve XXXXXX.40 ROW & Easements XXXXXX.40.10 ROW Negotiations XXXXXX.40.20 Condemnation XXXXXX.70 Utility Relocation XXXXXX.70.10 Utility Relocation Co-ordination XXXXXX.80 Construction XXXXXX.80.81 Bid and Award XXXXXX.80.83 Construction Execution XXXXXX.80.85 Inspection XXXXXX.80.86 Landscaping XXXXXX.90 Closeout XXXXXX.90.10 Construction Contract Close-out XXXXXX.90.40 Design Contract Closure L. City's Standard Milestones The following milestone activities (i.e., important events on a project that mark critical points in time) are of particular interest to the City and must be reflected in the project schedule for all phases of work. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised August 13, 2021 UTI =CUTREPAIR CONTRACT 2 2023 City Project No. UC-02 2023 .w PM 4- a IN M Mo no i 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 01 3216 - 7 CONSTRUCTION PROGRESS SCHEDULE Page 7 of 10 Activity ID Activitv 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 # I (required) 3170 Conceptual Design Complete 3220 Submit Preliminary Plans and Specifications to Utilities, ROW, Traffic, Parks, Storm Water, Water & Sewer 3250 Conduct Design Public Meeting #2 (required) 3260 Preliminary Design Complete 3310 Submit Final Design to Utilities, ROW, Traffic, Parks, Storm Water, Water & Sewer 3330 Conduct Design Public Meeting #3 (if required) 3360 Final Design Complete ROW & Easements 4000 Right of Way Start 4230 Right of Way Complete Utility Relocation 7000 Utilities Start 7120 Utilities Cleared/Complete Construction Bid and Award 8110 Start Advertisement 8150 Conduct Bid Opening 8240 Award Construction Contract Construction Execution 8330 Conduct Construction Public Meeting #4 Pre -Construction 8350 Construction Start 8370 Substantial Completion 8540 Construction Completion 9130 Notice of Completion/Green Sheet 9150 Construction Contract Closed 9420 Design Contract Closed 38 39 1.4 SUBMITTALS 40 A. Schedule Submittal & Review 41 The City's Project Manager is responsible for reviews and acceptance of the Contractor's 42 schedule. The City's Project Control Specialist is responsible for ensuring alignment of 43 the Contractor's baseline and progress schedules with the Master Project Schedule as 44 support to the City's Project Manager. The City reviews and accepts or rejects the 45 schedule within ten workdays of Contractor's submittal. 46 CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised August 13, 2021 UTTLTTYCUTREPAIR CONTRACT 2 2023 City Project No. UC-02 2023 1 2 3 4 5 6 7 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 01 32 16 - 8 CONSTRUCTION PROGRESS SCHEDULE Page 8 of 10 Schedule Format The Contractor will submit each schedule in two electronic forms, one in native file format (.xer, .xml, .mpx) and the second in a pdf format, in the City's document management system in the location dedicated for this purpose and identified by the Project Manager. In the event the Contractor does not use Primavera P6 or MS Project for scheduling purposes, the schedule information must be submitted in.xls or .xlsx format in compliance with the sample layout (See Specification 0132 16.1 Construction Project Schedule Baseline Example), including activity predecessors, successors and total float. 2. Initial & Baseline Schedule The Contractor will develop their schedule for their scope of work and submit their initial schedule in electronic form (in the file formats noted above), in the City's document management system in the location dedicated for this purpose at least S working days prior to Pre Construction Meeting. The City's Project Manager and Project Control Specialist review this initial schedule to determine alignment with the City's Master Project Schedule, including format & WBS structure. Following the City's review, feedback is provided to the Contractor for their use in finalizing their initial schedule and issuing (within five workdays) their Baseline Schedule for final review and acceptance by the City. 3. Progress Schedule The Contractor will update and issue their project schedule (Progress Schedule) by the last day of each month throughout the life of their work on the project. The Progress Schedule is submitted in electronic form as noted above, in the City's document management system in the location dedicated for this purpose. The City's Project Control team reviews each Progress Schedule for data and information that support the assessment of the update to the schedule. In the event data or information is missing or incomplete, the Project Controls Specialist communicates directly with the Contractor's scheduler for providing same. The Contractor re -submits the corrected Progress Schedule within S workdays, following the submittal process noted above. The City's Project Manager and Project Control Specialist review the Contractor's progress schedule for acceptance and to monitor performance and progress. The following list of items are required to ensure proper status information is contained in the Progress Schedule. • Baseline Start date • Baseline Finish Date • % Complete • Float • Activity Logic (dependencies) • Critical Path • Activities added or deleted • Expected Baseline Finish date • Variance to the Baseline Finish Date CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised August 13, 2021 UTTLITYCUTREPAIR CONTRACT 2 2023 City Project No. UC-02 2023 M JF a o.. 6- .. w OR w i f i 01 32 16 - 9 CONSTRUCTION PROGRESS SCHEDULE Page 9 of 10 1 B. Monthly Construction Status Report 2 The Contractor submits a written status report (referred to as a progress narrative) at the 3 monthly progress meeting (if monthly meetings are held) or at the end of each month to 4 accompany the Progress Schedule submittal, using the standard format provided in 5 Specification 01 32 16.3 Construction Project Schedule Progress Narrative. The content 6 of the Construction Project Schedule Progress Narrative should be concise and complete 7 to include only changes, delays, and anticipated problems. 8 9 C. Submittal Process 10 • Schedules and Monthly Construction Status Reports are submitted in in the City's 11 document management system in the location dedicated for this purpose. 12 • Once the project has been completed and Final Acceptance has been issued by the 13 City, no further progress schedules or construction status reports are required from 14 the Contractor. 15 1. 16 1.5 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED] 17 1.6 CLOSEOUT SUBMITTALS [NOT USED] 18 1.7 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 19 1.8 QUALITY ASSURANCE 20 A. The person preparing and revising the construction Progress Schedule shall be 21 experienced in the preparation of schedules of similar complexity. 22 B. Schedule and supporting documents addressed in this Specification shall be prepared, 23 updated and revised to accurately reflect the performance of the construction. 24 C. Contractor is responsible for the quality of all submittals in this section meeting the 25 standard of care for the construction industry for similar projects. 26 1.9 DELIVERY, STORAGE, AND HANDLING [NOT USED] 27 1.10 FIELD [SITE] CONDITIONS [NOT USED] 28 1.11 WARRANTY [NOT USED] 29 1.12 ATTACHMENTS 30 Spec 0132 16.1 Construction Project Schedule Baseline Example 31 Spec 01 32 16.2 Construction Project Schedule Progress Example 32 Spec 01 32 16.3 Construction Project Schedule Progress Narrative 33 CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised August 13, 2021 UTTLn Y CUTREPAIR CONTRACT 2 2023 City Project No. UC-02 2023 M 01 32 16 -10 CONSTRUCTION PROGRESS SCHEDULE Page 10 of 10 1 2 PART 2 - PRODUCTS [NOT USED] 3 PART 3 - EXECUTION [NOT USED] 4 END OF SECTION 5 Revision Log DATE NAME SUMMARY OF CHANGE 8/13/2021 Michael Owen Revised to update specification requirements and eliminate duplicate schedule specifications. 6 M1 IN M w i on R CITY OF FORT WORTH UT11-M CUTREPAIR i STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CONTRACT 2 2023 Revised August 13, 2021 City Project No. UC-02 2023 w y no me Mft W *w 1 2 3 PART1- GENERAL 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 013233-1 PRECONSTRUCTION VIDEO Page 1 of 2 SECTION 0132 33 PRECONSTRUCTION VIDEO 1.1 SUMMARY A. Section Includes: 1. Administrative and procedural requirements for: a. Preconstruction Videos B. Deviations from this City of Fort Worth Standard Specification 1. Given the brief nature of the Work Orders in this contract, Preconstruction Videos will only be required as requested by the inspector or directed by the engineer. C. Related Specification Sections include, but are not necessarily limited to: 1. Division 0 — Bidding Requirements, Contract Forms and Conditions of the Contract 2. Division 1 — General Requirements 1.2 PRICE AND PAYMENT PROCEDURES A. Measurement and Payment 1. Work associated with this Item is considered subsidiary to the various items bid. No separate payment will be allowed for this Item. 1.3 REFERENCES [NOT USED] 1.4 ADMINISTRATIVE REQUIREMENTS A. Preconstruction Video 1. Produce a preconstruction video of the site/alignment, including all areas in the vicinity of and to be affected by construction. a. Provide digital copy of video upon request by the City. 2. Retain a copy of the preconstruction video until the end of the maintenance surety period. 1.5 SUBMITTALS [NOT USED] 1.6 ACTION SUBMITTALSANFORMATIONAL SUBMITTALS [NOT USED] 1.7 CLOSEOUT SUBMITTALS [NOT USED] 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 1.9 QUALITY ASSURANCE [NOT USED] 1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED] 1.11 FIELD [SITE] CONDITIONS [NOT USED] 1.12 WARRANTY [NOT USED] CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 UTILITY CUT REPAIR CONTRACT 2 2023 City Project No. UC-02 2023 013233-2 PRECONSTRUCTION VIDEO Page 2 of 2 1 PART 2 - PRODUCTS [NOT USED] 2 PART 3 - EXECUTION [NOT USED] 3 END OF SECTION 4 Revision Log DATE NAME SUMMARY OF CHANGE w r PE pm 4m pm Im md hm f i0r w p— p" CITY OF FORT WORTH UTILITY CUT REPAIR i STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CONTRACT 2 2023 Revised July 1, 2011 City Project No. UC-02 2023 r.. 01 33 00 - 1 SUBMITTALS ~ Page 1 of 8 1 SECTION 0133 00 2 SUBMITTALS 3 PART1- GENERAL 4 1.1 SUMMARY 5 A. Section Includes: 6 1. General methods and requirements of submissions applicable to the following 7 Work -related submittals: _ 8 a. Shop Drawings 9 b. Product Data (including Standard Product List submittals) 10 c. Samples 11 d. Mock Ups 12 B. Deviations from this City of Fort Worth Standard Specification 13 1. None. 14 C. Related Specification Sections include, but are not necessarily limited to: 15 1. Division 0 — Bidding Requirements, Contract Forms and Conditions of the Contract '^ 16 2. Division 1— General Requirements 17 1.2 PRICE AND PAYMENT PROCEDURES 18 A. Measurement and Payment 19 1. Work associated with this Item is considered subsidiary to the various items bid. 20 No separate payment will be allowed for this Item. 21 1.3 REFERENCES [NOT USED] 22 1.4 ADMINISTRATIVE REQUIREMENTS 23 A. Coordination 24 1. Notify the City in writing, at the time of submittal, of any deviations in the 25 submittals from the requirements of the Contract Documents. 26 2. Coordination of Submittal Times 27 a. Prepare, prioritize and transmit each submittal sufficiently in advance of 28 performing the related Work or other applicable activities, or within the time 29 specified in the individual Work Sections, of the Specifications. 30 b. Contractor is responsible such that the installation will not be delayed by 31 processing times including, but not limited to: 32 a) Disapproval and resubmittal (if required) 33 b) Coordination with other submittals 34 c) Testing 35 d) Purchasing 36 e) Fabrication 37 f) Delivery 38 g) Similar sequenced activities 39 c. No extension of time will be authorized because of the Contractor's failure to 40 transmit submittals sufficiently in advance of the Work. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised December 20, 2012 UTILITY CUT REPAIR CONTRACT 2 2023 City Project No. UC-02 2023 ME w 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 013300-2 SUBMITTALS Page 2 of 8 d. Make submittals promptly in accordance with approved schedule, and in such sequence as to cause no delay in the Work or in the work of any other contractor. B. Submittal Numbering 1. When submitting shop drawings or samples, utilize a 9-character submittal cross- reference identification numbering system in the following manner: a. Use the first 6 digits of the applicable Specification Section Number. b. For the next 2 digits number use numbers 01-99 to sequentially number each initial separate item or drawing submitted under each specific Section number. c. Last use a letter, A-Z, indicating the resubmission of the same drawing (i.e. A=2nd submission, B=3rd submission, C=4th submission, etc.). A typical submittal number would be as follows: 03 30 00-08-B 1) 03 30 00 is the Specification Section for Concrete 2) 08 is the eighth initial submittal under this Specification Section 3) B is the third submission (second resubmission) of that particular shop drawing C. Contractor Certification 1. Review shop drawings, product data and samples, including those by subcontractors, prior to submission to determine and verify the following: a. Field measurements b. Field construction criteria c. Catalog numbers and similar data d. Conformance with the Contract Documents 2. Provide each shop drawing, sample and product data submitted by the Contractor with a Certification Statement affixed including: a. The Contractor's Company name b. Signature of submittal reviewer c. Certification Statement 1) `By this submittal, I hereby represent that I have determined and verified field measurements, field construction criteria, materials, dimensions, catalog numbers and similar data and I have checked and coordinated each item with other applicable approved shop drawings." D. Submittal Format 1. Fold shop drawings larger than 8 '/z inches x 11 inches to 8 '/z inches x 11 inches. 2. Bind shop drawings and product data sheets together. 3. Order a. Cover Sheet 1) Description of Packet 2) Contractor Certification b. List of items / Table of Contents c. Product Data /Shop Drawings/Samples /Calculations E. Submittal Content 1. The date of submission and the dates of any previous submissions CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised December 20, 2012 UTILITY CUT REPAIR CONTRACT 2 2023 City Project No. UC-02 2023 0 Wd M r ON PM OM .. M s w W ow W-7 WX 2W mm MP 4W 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 013300-3 SUBMITTALS Page 3 of 8 2. The Project title and number 3. Contractor identification 4. The names o£ a. Contractor b. Supplier c. Manufacturer 5. Identification of the product, with the Specification Section number, page and paragraph(s) 6. Field dimensions, clearly identified as such 7. Relation to adjacent or critical features of the Work or materials 8. Applicable standards, such as ASTM or Federal Specification numbers 9. Identification by highlighting of deviations from Contract Documents 10. Identification by highlighting of revisions on resubmittals 11. An 8-inch x 3-inch blank space for Contractor and City stamps F. Shop Drawings 1. As specified in individual Work Sections includes, but is not necessarily limited to: a. Custom -prepared data such as fabrication and erection/installation (working) drawings b. Scheduled information c. Setting diagrams d. Actual shopwork manufacturing instructions e. Custom templates f. Special wiring diagrams g. Coordination drawings h. Individual system or equipment inspection and test reports including: 1) Performance curves and certifications i. As applicable to the Work 2. Details a. Relation of the various parts to the main members and lines of the structure b. Where correct fabrication of the Work depends upon field measurements 1) Provide such measurements and note on the drawings prior to submitting for approval. G. Product Data 1. For submittals of product data for products included on the City's Standard Product List, clearly identify each item selected for use on the Project. 2. For submittals of product data for products not included on the City's Standard Product List, submittal data may include, but is not necessarily limited to: a. Standard prepared data for manufactured products (sometimes referred to as catalog data) 1) Such as the manufacturer's product specification and installation instructions 2) Availability of colors and patterns 3) Manufacturer's printed statements of compliances and applicability 4) Roughing -in diagrams and templates 5) Catalog cuts 6) Product photographs CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised December 20, 2012 UTILITY CUT REPAIR CONTRACT 2 2023 City Project No. UC-02 2023 01 33 00 - 4 SUBMITTALS Page 4 of 8 1 7) Standard wiring diagrams 2 8) Printed performance curves and operational -range diagrams 3 9) Production or quality control inspection and test reports and certifications 4 10) Mill reports 5 11) Product operating and maintenance instructions and recommended 6 spare -parts listing and printed product warranties 7 12) As applicable to the Work 8 H. Samples 9 1. As specified in individual Sections, include, but are not necessarily limited to: 10 a. Physical examples of the Work such as: 11 1) Sections of manufactured or fabricated Work 12 2) Small cuts or containers of materials 13 3) Complete units of repetitively used products color/texture/pattern swatches 14 and range sets 15 4) Specimens for coordination of visual effect 16 5) Graphic symbols and units of Work to be used by the City for independent 17 inspection and testing, as applicable to the Work 18 I. Do not start Work requiring a shop drawing, sample or product data nor any material to 19 be fabricated or installed prior to the approval or qualified approval of such item. 20 1. Fabrication performed, materials purchased or on -site construction accomplished 21 which does not conform to approved shop drawings and data is at the Contractor's 22 risk. 23 2. The City will not be liable for any expense or delay due to corrections or remedies 24 required to accomplish conformity. 25 3. Complete project Work, materials, fabrication, and installations in conformance 26 with approved shop drawings, applicable samples, and product data. 27 J. Submittal Distribution 28 1. Electronic Distribution 29 a. Confirm development of Project directory for electronic submittals to be 30 uploaded to City's Buzzsaw site, or another external FTP site approved by the 31 City. 32 b. Shop Drawings 33 1) Upload submittal to designated project directory and notify appropriate 34 City representatives via email of submittal posting. 35 2) Hard Copies 36 a) 3 copies for all submittals 37 b) If Contractor requires more than 1 hard copy of Shop Drawings 38 returned, Contractor shall submit more than the number of copies listed 39 above. 40 c. Product Data 41 1) Upload submittal to designated project directory and notify appropriate 42 City representatives via email of submittal posting. 43 2) Hard Copies 44 a) 3 copies for all submittals 45 d. Samples 46 1) Distributed to the Project Representative 47 2. Hard Copy Distribution (if required in lieu of electronic distribution) M w W_ CITY OF FORT WORTH UTILITY CUT REPAIR IM STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CONTRACT 2 2023 Revised December 20, 2012 City Project No. UC-02 2023 w M 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 r 28 W" ON 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 013300-5 SUBMITTALS Page 5 of 8 a. Shop Drawings 1) Distributed to the City 2) Copies a) 8 copies for mechanical submittals b) 7 copies for all other submittals c) If Contractor requires more than 3 copies of Shop Drawings returned, Contractor shall submit more than the number of copies listed above. b. Product Data 1) Distributed to the City 2) Copies a) 4 copies c. Samples 1) Distributed to the Project Representative 2) Copies a) Submit the number stated in the respective Specification Sections. 3. Distribute reproductions of approved shop drawings and copies of approved product data and samples, where required, to the job site file and elsewhere as directed by the City. a. Provide number of copies as directed by the City but not exceeding the number previously specified. K. Submittal Review 1. The review of shop drawings, data and samples will be for general conformance with the design concept and Contract Documents. This is not to be construed as: a. Permitting any departure from the Contract requirements b. Relieving the Contractor of responsibility for any errors, including details, dimensions, and materials c. Approving departures from details furnished by the City, except as otherwise provided herein 2. The review and approval of shop drawings, samples or product data by the City does not relieve the Contractor from his/her responsibility with regard to the fulfillment of the terms of the Contract. a. All risks of error and omission are assumed by the Contractor, and the City will have no responsibility therefore. 3. The Contractor remains responsible for details and accuracy, for coordinating the Work with all other associated work and trades, for selecting fabrication processes, for techniques of assembly and for performing Work in a safe manner. 4. If the shop drawings, data or samples as submitted describe variations and show a departure from the Contract requirements which City finds to be in the interest of the City and to be so minor as not to involve a change in Contract Price or time for performance, the City may return the reviewed drawings without noting an exception. 5. Submittals will be returned to the Contractor under 1 of the following codes: a. Code 1 1) "NO EXCEPTIONS TAKEN" is assigned when there are no notations or comments on the submittal. a) When returned under this code the Contractor may release the equipment and/or material for manufacture. b. Code 2 CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised December 20, 2012 UTILITY CUT REPAIR CONTRACT 2 2023 City Project No. UC-02 2023 a 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 8 1) "EXCEPTIONS NOTED". This code is assigned when a confirmation of the notations and comments IS NOT required by the Contractor. a) The Contractor may release the equipment or material for manufacture; however, all notations and comments must be incorporated into the final product. c. Code 3 1) "EXCEPTIONS NOTED/RESUBMIT". This combination of codes is assigned when notations and comments are extensive enough to require a resubmittal of the package. a) The Contractor may release the equipment or material for manufacture; however, all notations and comments must be incorporated into the final product. b) This resubmittal is to address all comments, omissions and non -conforming items that were noted. c) Resubmittal is to be received by the City within 15 Calendar Days of the date of the City's transmittal requiring the resubmittal. d. Code 4 1) "NOT APPROVED" is assigned when the submittal does not meet the intent of the Contract Documents. a) The Contractor must resubmit the entire package revised to bring the submittal into conformance. b) It may be necessary to resubmit using a different manufacturer/vendor to meet the Contract Documents. 6. Resubmittals a. Handled in the same manner as first submittals 1) Corrections other than requested by the City 2) Marked with revision triangle or other similar method a) At Contractor's risk if not marked b. Submittals for each item will be reviewed no more than twice at the City's expense. 1) All subsequent reviews will be performed at times convenient to the City and at the Contractor's expense, based on the City's or City Representative's then prevailing rates. 2) Provide Contractor reimbursement to the City within 30 Calendar Days for all such fees invoiced by the City. c. The need for more than 1 resubmission or any other delay in obtaining City's review of submittals, will not entitle the Contractor to an extension of Contract Time. 7. Partial Submittals a. City reserves the right to not review submittals deemed partial, at the City's discretion. b. Submittals deemed by the City to be not complete will be returned to the Contractor, and will be considered "Not Approved" until resubmitted. c. The City may at its option provide a list or mark the submittal directing the Contractor to the areas that are incomplete. 8. If the Contractor considers any correction indicated on the shop drawings to constitute a change to the Contract Documents, then written notice must be provided thereof to the City at least 7 Calendar Days prior to release for manufacture. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised December 20, 2012 UTILITY CUT REPAIR CONTRACT 2 2023 City Project No. UC-02 2023 W OR w ow .r aw 00 w 01 33 00 - 7 SUBMITTALS Page 7 of 8 1 9. When the shop drawings have been completed to the satisfaction of the City, the 2 Contractor may carry out the construction in accordance therewith and no further 3 changes therein except upon written instructions from the City. 4 10. Each submittal, appropriately coded, will be returned within 30 Calendar Days 5 following receipt of submittal by the City. 6 L. Mock ups 7 1. Mock Up units as specified in individual Sections, include, but are not necessarily 8 limited to, complete units of the standard of acceptance for that type of Work to be 9 used on the Project. Remove at the completion of the Work or when directed. 10 M. Qualifications 11 1. If specifically required in other Sections of these Specifications, submit a P.E. 12 Certification for each item required. 13 N. Request for Information (RFI) 14 1. Contractor Request for additional information 15 a. Clarification or interpretation of the contract documents 16 b. When the Contractor believes there is a conflict between Contract Documents 17 c. When the Contractor believes there is a conflict between the Drawings and 18 Specifications 19 1) Identify the conflict and request clarification 20 2. Use the Request for Information (RFI) form provided by the City. 21 3. Numbering of RFI 22 a. Prefix with "RFI" followed by series number, "-xxx", beginning with "01" and 23 increasing sequentially with each additional transmittal. 24 4. Sufficient information shall be attached to permit a written response without further 25 information. 26 5. The City will log each request and will review the request. 27 a. If review of the project information request indicates that a change to the 28 Contract Documents is required, the City will issue a Field Order or Change 29 Order, as appropriate. 30 1.5 SUBMITTALS [NOT USED] 31 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED] 32 1.7 CLOSEOUT SUBMITTALS [NOT USED] 33 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 34 1.9 QUALITY ASSURANCE [NOT USED] 35 1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED] 36 1.11 FIELD [SITE] CONDITIONS [NOT USED] 37 1.12 WARRANTY [NOT USED] CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised December 20, 2012 UTILITY CUT REPAIR CONTRACT 2 2023 City Project No. UC-02 2023 w 1 PART 2 - PRODUCTS [NOT USED] 2 PART 3 - EXECUTION [NOT USED] 3 END OF SECTION 4 Revision Log DATE NAME SUMMARY OF CHANGE 12/20/2012 D. Johnson 1.4.K.8. Working Days modified to Calendar Days 5 013300-8 SUBMITTALS Page 8 of 8 t i PM p- w w w- w CITY OF FORT WORTH UTILITY CUT REPAIR STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CONTRACT 2 2023 Revised December 20, 2012 City Project No. UC-02 2023 w 4 a w M W i 0135 13- 1 SPECIAL PROJECT PROCEDURES Page 1 of 12 1 SECTION 0135 13 2 SPECIAL PROJECT PROCEDURES 3 PART1- GENERAL 4 1.1 SUMMARY 5 A. Section Includes: 6 1. The procedures for special project circumstances that includes, but is not limited to: 7 a. Coordination with the Texas Department of Transportation 8 b. Work near High Voltage Lines 9 c. Confined Space Entry Program 10 d. Use of Explosives, Drop Weight, Etc. 11 e. Water Department Notification 12 f. Public Notification Prior to Beginning Construction 13 g. Coordination with United States Army Corps of Engineers 14 h. Coordination within Railroad permits areas 15 i. Dust Control 16 j. Employee Parking 17 B. Deviations from this City of Fort Worth Standard Specification 18 1. NON-EXCLUSIVE CONTRACT- 19 This contract is non-exclusive. During the term of this contract or any renewal 20 hereof, the City reserves the right to advertise and award another contract for 21 like or similar work. If a second contract is awarded, the City further reserves 22 the right to issue work orders under either contract as it deems in its best 23 interest, without recourse. 24 The City also reserves the right to execute additional contracts for emergency 25 work, foregoing the advertising and awarding process, as it deems in its best 26 interest, without recourse. 27 2. PAYMENT- 28 Because of the unique nature of this contract, General Conditions (00-72-00) 29 Article 14 shall not apply and shall be superseded by the following: 30 Whenever the improvements prescribed by an individual Work Order have 31 been completed, the contractor shall notify the engineer. The engineer or other 32 appropriate official of the owner will, within a reasonable time, perform the 33 inspections. If such inspection reveals that the improvements are in an 34 acceptable condition and have been completed in accordance with the terms of 35 the Contract Documents and all approved modifications thereof, the engineer 36 will recommend acceptance of the work under that particular Work Order 37 and recommend payment therefore. 38 If the engineer finds that the work has not been completed as required, he 39 shall so advise the contractor in writing, furnishing him an itemized list of all 40 known items which have not been completed or which are not in acceptable 41 condition. When the contractor has corrected all such items, he shall again 42 notify the engineer that the improvements are ready for inspection, and the 43 engineer shall proceed as outlined above. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised March 11, 2022 UTILITY CUT REPAIR CONTRACT 2 2023 city project No. UC-02 2023 F 013513-2 SPECIAL PROJECT PROCEDURES Page 2 of 12 1 Whenever the improvements prescribed by the individual Work Order have 2 been completed and all the requirements of the Contract Documents have 3 been fulfilled on the part of the contractor, an estimate showing the value of 4 the work will be prepared by the engineer as the necessary measurements, 5 computations and checks can be made. 6 The amount of the estimate will be paid to the contractor after acceptance by 7 the Water Department Director, provided the contractor has furnished to the 8 owner satisfactory evidence of payment as follows: Prior to submission of the 9 estimate for payment, the contractor shall execute an affidavit, as furnished by 10 the City, certifying that all persons, firms, associations, corporations or other 11 organizations furnishing labor and/or materials under that Work Order have 12 been paid in full, that the wage scale established by the City Council in the 13 City of Fort Worth has been paid, and that there are no claims pending for 14 personal injury and/or property damages. 15 The acceptance by the contractor of the individual payment as aforesaid shall 16 operate as and shall release the owner from all claims or liabilities under the 17 Contract for anything done or furnished or relating to the work under that 18 Work Order or any act or neglect of said City relating to or connected with 19 the Contract. 20 The making of the payment by the owner shall not relieve the contractor of 21 any guarantees or other requirements of the Contract Documents which 22 specifically continue thereafter. 23 3. BID OUANTITIES- 24 Bid quantities of the various items in the proposal are for comparison only and 25 may not reflect the actual quantities. There is no limit to which a bid item can 26 be increased or decreased. 27 Contractor shall not be entitled to renegotiation of unit prices regardless of the 28 final measured quantities. To the extent that General Conditions (00-72-00) 29 Article 11 conflicts with this provision, this provision controls. No claim will be 30 considered for lost or anticipated profits based upon differences in estimated 31 quantities versus actual quantities. 32 In particular, the Contractor shall be aware that it is the City's intention that 33 the quantities in Unit I be used on an `emergency" basis only. 34 Total quantities given in the bid proposal may not reflect actual quantities; 35 however, they are given for the purpose of bidding and awarding the contract. 36 A contract in the amount of $300,000.00 (See Options to Renew) shall be 37 awarded with final payment based on actual measured quantities and the unit 38 price in this proposal. Moreover, there is to be no limit on the variation 39 between the estimated quantities shown and the actual quantities performed. 40 It is understood and agreed that the scope of work contemplated in this 41 contract is that which is designated by the City but will in no case exceed 42 $300,000.00 (see Options to Renew) 43 44 45 46 47 CITY OF FORT WORTH UTILITY CUT REPAIR STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CONTRACT 2 2023 Revised March 11, 2022 city project No. UC-02 2023 013513-3 SPECIAL PROJECT PROCEDURES Page 3 of 12 2 4. CONTRACT TIME- 3 It is understood and agreed that the scope of work contemplated in this 4 contract is that which is designated by the City as the need arises. It is further 5 agreed that the term of this contract is three hundred sixty-five (365) calendar 6 days from the date of execution of contract work order and no orders will be 7 accepted by the contractor after the contract has expired. 8 At the end of the contract, the contractor will have twenty-one (21) additional 9 calendar days to complete the work already ordered and fifteen (15) additional 10 calendar days to bill said work for a total of thirty-six (36) days after contract 11 termination to complete and bill work authorized pursuant to this contract. 12 5. OPTION TO RENEW- 13 The time period of this Agreement will be for one calendar year or the 14 expiration of the funding, whichever occurs last. The City has the right to 15 renew this contract for three (3) one year terms/expenditures of $300,000.00 16 under the same terms, conditions and unit prices. The City shall give at least 17 sixty (60) days' notice prior to the expiration of one year from the date of 18 execution of this contract or of an option period or a like notice at such time as 19 there is less than $20,000.00 left unexpended. 20 6. SCOPE OF WORK- 21 The work covered by these Specifications consists of the paving repair over 22 utility cuts which have been backfilled previously by the City Water 23 Department, as indicated by the details and possible adjacent areas damaged 24 by blowout, etc. Included in this work will be the removal of the existing 25 material in order to insure a paving section in conformity with existing 26 pavement or the appropriate detail shown in this document as directed by the 27 engineer and all other miscellaneous items of construction to be performed as 28 outlined in the specifications, which are necessary to satisfactorily complete the 29 work. 30 There will not be a direct payment for saw cutting the existing asphalt or 31 concrete, compacting the existing sub grade or removal of the existing 32 material. These items will be considered subsidiary to the contract. The 33 contractor will be required to maintain a capping course of hot -mix cold lay 34 asphalt in areas where traffic has whipped out washed rock, until the paving 35 repair can be accomplished. These items will be considered subsidiary to the 36 contract. 37 The inspector will pick up the repair tickets by 8:00 a.m. Monday through 38 Thursday. The repair tickets will be issued to the contractor early the next 39 day. Each repair ticket that is issued shall be completed within twenty-one (21) 40 calendar days. The twenty-one (21) calendar days for completion of the job 41 begin the day after the contractor receives the ticket. (See Time Allowed for 42 Utility Cuts) 43 The contractor shall identify to the engineer possible locations for settlement 44 of repaired pavement due to backfill of ditch by others. As directed by the 45 engineer, the contractor shall remove and replace existing backfill with 46 washed rock. CITY OF FORT WORTH UTILITY CUT REPAIR STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CONTRACT 2 2023 Revised March 11, 2022 city project No. UC-02 2023 IN 0135 13 - 4 SPECIAL PROJECT PROCEDURES M Page 4 of 12 1 The Water Department will estimate the necessary size of the pavement repair 2 on each ticket. Upon receipt of each ticket the engineer shall determine, by 3 measurement, the required size of each repair. All repair sizes shall be 4 approved by the engineer prior to any repair work. 5 7. CONTRACTOR'S RESPONSIBILITY- 6 Contractor covenants and agrees to fully perform or cause to be performed, 7 with good faith and due diligence, and in accordance with standards common 8 to the industry and herein set forth in these Contract Documents which is 9 hereby incorporated and made a part of this contract, pavement repair to be 10 ordered by the City at various times and to be performed at various places by 11 separate repair tickets. The City may designate pavement to be repaired by 12 furnishing to the contractor a marked drawing, or street addresses contained 13 in a written order or by marking in the field by paint or other means, or by 14 any or all combinations of said methods of designation. The contractor agrees 15 that no work will be performed without written authorization from the 16 individual designated in writing by the Director of the Water Department. 17 8. REOUIRED CREW. PERSONNEL & EOUIPMENT- 18 Although there are no guarantees of work, the contractor shall be required to 19 furnish sufficient personnel and equipment capable of completely finishing an 20 average of fifty (50) utility cut tickets with an aggregate average of seven 21 hundred -fifty (750) square yards of permanent pavement repair each week. 22 9. TIME ALLOWED FOR UTILITY CUTS- 23 The contractor shall assist the engineer in measuring each pavement repair 24 before any work is started. 25 A repair ticket will be issued for each utility cut after measurement and 26 twenty-one (21) calendar days beginning the day after the ticket is issued will 27 be allowed for final completion of each utility cut. (See Scope of Work) 28 10. LIOUIDATED DAMAGES- 29 Failure to complete work on time: The owner and the contractor agree that it 30 will be most difficult or impossible to ascertain the amount of damages that 31 will be sustained by the owner if the contractor fails to complete the work in 32 the allotted time, but they both agree that the owner would sustain substantial 33 damages in such event. Accordingly, if the contractor fails to complete the 34 contract in the calendar days specified, a time charge shall be made for each 35 working day thereafter, not as a penalty but as liquidated damages. 36 The contractor shall pay liquidated damages of twenty-five dollars ($25.00) 37 per day per ticket for each repair cut not completed within twenty-one (21) 38 calendar days and liquidated damages shall end on day that repairs are 39 completed 40 Should the amount otherwise due the contractor be less than the amount of 41 such ascertained and liquidated damages, the contractor and his surety shall 42 be liable to the City of such delivery. 43 44 45 46 CITY OF FORT WORTH UTILITY CUT REPAIR IN STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CONTRACT 2 2023 Revised March 11, 2022 city project No. UC-02 2023 7" MM M W Mt W 4 013513-5 SPECIAL PROJECT PROCEDURES Page 5 of 12 1 11. SUBMISSION OF BIDS- 2 The proposal sections of this special contract document is arranged to allow 3 the owner to make payment based on size of repair. The contractor is required 4 to submit a bid on all proposals Unit I, Unit II, Unit III, Unit IV and Unit V. 5 Unit I will generally consist of small patch, less than or equal to 200 square 6 feet. Unit II will generally consist of medium patch, greater than 200 square 7 feet and less than 1,000 square feet. Unit III will generally consist of large 8 patch, greater than 1,000 square feet. Unit IV will generally consist of patches 9 where applicable base has already been installed. Unit V will generally consist 10 of items necessary for each size utility cut repair. The total low bidder, Units I, 11 II, III, IV and V is the apparent successful bidder. If contractor does not bid 12 all five units of the proposal, the bid will be considered as "non -responsive" 13 and will be rejected by the Water Department. 14 12. MAINTENANCE BOND- 15 A maintenance bond in the amount of one hundred percent (100%) of the 16 contract amount shall be furnished for a period of two (2) years from the date 17 of final acceptance of the work will be required on this project. 18 C. Related Specification Sections include, but are not necessarily limited to: 19 1. Division 0 — Bidding Requirements, Contract Forms and Conditions of the Contract 20 2. Division 1 — General Requirements 21 3. Section 33 12 25 — Connection to Existing Water Mains 22 1.2 PRICE AND PAYMENT PROCEDURES 23 A. Measurement and Payment 24 1. Coordination within Railroad permit areas 25 a. Measurement 26 1) Measurement for this Item will be by lump sum. 27 b. Payment 28 1) The work performed and materials furnished in accordance with this Item 29 will be paid for at the lump sum price bid for Railroad Coordination. 30 c. The price bid shall include: 31 1) Mobilization 32 2) Inspection 33 3) Safety training 34 4) Additional Insurance 35 5) Insurance Certificates 36 6) Other requirements associated with general coordination with Railroad, 37 including additional employees required to protect the right-of-way and 38 property of the Railroad from damage arising out of and/or from the 39 construction of the Project. 40 2. Railroad Flagmen 41 a. Measurement 42 1) Measurement for this Item will be per working day. 43 b. Payment 44 1) The work performed and materials furnished in accordance with this Item 45 will be paid for each working day that Railroad Flagmen are present at the 46 Site. CITY OF FORT WORTH UTILITY CUT REPAIR STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CONTRACT 2 2023 Revised March 11, 2022 city project No. UC-02 2023 am 013513-6 SPECIAL PROJECT PROCEDURES Page 6 of 12 1 c. The price bid shall include: 2 1) Coordination for scheduling flagmen 3 2) Flagmen 4 3) Other requirements associated with Railroad 5 3. All other items 6 a. Work associated with these Items is considered subsidiary to the various Items 7 bid. No separate payment will be allowed for this Item. 8 1.3 REFERENCES 9 A. Reference Standards 10 1. Reference standards cited in this Specification refer to the current reference 11 standard published at the time of the latest revision date logged at the end of this 12 Specification, unless a date is specifically cited. 13 2. Health and Safety Code, Title 9. Safety, Subtitle A. Public Safety, Chapter 752. 14 High Voltage Overhead Lines. 15 1.4 ADMINISTRATIVE REQUIREMENTS 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 A. Coordination with the Texas Department of Transportation 1. When work in the right-of-way which is under the jurisdiction of the Texas Department of Transportation (TxDOT): a. Notify the Texas Department of Transportation prior to commencing any work therein in accordance with the provisions of the permit b. All work performed in the TxDOT right-of-way shall be performed in compliance with and subject to approval from the Texas Department of Transportation B. Work near High Voltage Lines 1. Regulatory Requirements a. All Work near High Voltage Lines (more than 600 volts measured between conductors or between a conductor and the ground) shall be in accordance with Health and Safety Code, Title 9, Subtitle A, Chapter 752. 2. Warning sign a. Provide sign of sufficient size meeting all OSHA requirements. 3. Equipment operating within 10 feet of high voltage lines will require the following safety features a. Insulating cage -type of guard about the boom or arm b. Insulator links on the lift hook connections for back hoes or dippers c. Equipment must meet the safety requirements as set forth by OSHA and the safety requirements of the owner of the high voltage lines 4. Work within 6 feet of high voltage electric lines a. Notification shall be given to: 1) The power company (example: ONCOR) a) Maintain an accurate log of all such calls to power company and record action taken in each case. b. Coordination with power company 1) After notification coordinate with the power company to: a) Erect temporary mechanical barriers, de -energize the lines, or raise or lower the lines CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised March 11, 2022 UTILITY CUT REPAIR CONTRACT 2 2023 city project No. UC-02 2023 i i EW W i W km 013513-7 SPECIAL PROJECT PROCEDURES Page 7 of 12 1 c. No personnel may work within 6 feet of a high voltage line before the above 2 requirements have been met. 3 C. Confined Space Entry Program 4 1. Provide and follow approved Confined Space Entry Program in accordance with 5 OSHA requirements. 6 2. Confined Spaces include: 7 a. Manholes 8 b. All other confined spaces in accordance with OSHA's Permit Required for 9 Confined Spaces 10 D. TCEQ Air Permit 11 1. Obtain TCEQ Air Permit for construction activities per requirements of TCEQ. 12 E. Use of Explosives, Drop Weight, Etc. 13 1. When Contract Documents permit on the project the following will apply: 14 a. Public Notification 15 1) Submit notice to City and proof of adequate insurance coverage, 24 hours 16 prior to commencing. 17 2) Minimum 24 hour public notification in accordance with Section 01 31 13 18 F. Water Department Coordination 19 1. During the construction of this project, it will be necessary to deactivate, for a 20 period of time, existing lines. The Contractor shall be required to coordinate with 21 the Water Department to determine the best times for deactivating and activating 22 those lines. 23 2. Coordinate any event that will require connecting to or the operation of an existing 24 City water line system with the City's representative. 25 a. Coordination shall be in accordance with Section 33 12 25. 26 b. If needed, obtain a hydrant water meter from the Water Department for use 27 during the life of named project. 28 c. In the event that a water valve on an existing live system be turned off and on 29 to accommodate the construction of the project is required, coordinate this 30 activity through the appropriate City representative. 31 1) Do not operate water line valves of existing water system. 32 a) Failure to comply will render the Contractor in violation of Texas Penal 33 Code Title 7, Chapter 28.03 (Criminal Mischief) and the Contractor will 34 be prosecuted to the full extent of the law. 35 b) In addition, the Contractor will assume all liabilities and 36 responsibilities as a result of these actions. 37 G. Public Notification Prior to Beginning Construction 38 1. Prior to beginning construction on any block in the project, on a block by block 39 basis, prepare and deliver a notice or flyer of the pending construction to the front 40 door of each residence or business that will be impacted by construction. The notice 41 shall be prepared as follows: 42 a. Post notice or flyer 7 days prior to beginning any construction activity on each 43 block in the project area. 44 1) Prepare flyer on the Contractor's letterhead and include the following 45 information: 46 a) Name of Project CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised March 11, 2022 UTILITY CUT REPAIR CONTRACT 2 2023 city project No. UC-02 2023 q PM 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 013513-8 SPECIAL PROJECT PROCEDURES Page 8 of 12 b) City Project No (CPN) c) Scope of Project (i.e. type of construction activity) d) Actual construction duration within the block e) Name of the contractor's foreman and phone number f) Name of the City's inspector and phone number g) City's after-hours phone number 2) A sample of the `pre -construction notification' flyer is attached as Exhibit A. 3) Submit schedule showing the construction start and finish time for each block of the project to the inspector. 4) Deliver flyer to the City Inspector for review prior to distribution. b. No construction will be allowed to begin on any block until the flyer is delivered to all residents of the block. H. Public Notification of Temporary Water Service Interruption during Construction 1. In the event it becomes necessary to temporarily shut down water service to residents or businesses during construction, prepare and deliver a notice or flyer of the pending interruption to the front door of each affected resident. 2. Prepared notice as follows: a. The notification or flyer shall be posted 24 hours prior to the temporary interruption. b. Prepare flyer on the contractor's letterhead and include the following information: 1) Name of the project 2) City Project Number 3) Date of the interruption of service 4) Period the interruption will take place 5) Name of the contractor's foreman and phone number 6) Name of the City's inspector and phone number c. A sample of the temporary water service interruption notification is attached as Exhibit B. d. Deliver a copy of the temporary interruption notification to the City inspector for review prior to being distributed. e. No interruption of water service can occur until the flyer has been delivered to all affected residents and businesses. f. Electronic versions of the sample flyers can be obtained from the Project Construction Inspector. I. Coordination with United States Army Corps of Engineers (USACE) 1. At locations in the Project where construction activities occur in areas where USACE permits are required, meet all requirements set forth in each designated permit. J. Coordination within Railroad Permit Areas 1. At locations in the project where construction activities occur in areas where railroad permits are required, meet all requirements set forth in each designated railroad permit. This includes, but is not limited to, provisions for: a. Flagmen b. Inspectors c. Safety training d. Additional insurance CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised March 11, 2022 UTILITY CUT REPAIR CONTRACT 2 2023 city project No. UC-02 2023 rr .. r M 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 013513-9 SPECIAL PROJECT PROCEDURES Page 9 of 12 e. Insurance certificates f. Other employees required to protect the right-of-way and property of the Railroad Company from damage arising out of and/or from the construction of the project. Proper utility clearance procedures shall be used in accordance with the permit guidelines. 2. Obtain any supplemental information needed to comply with the railroad's requirements. 3. Railroad Flagmen a. Submit receipts to City for verification of working days that railroad flagmen were present on Site. K. Dust Control 1. Use acceptable measures to control dust at the Site. a. If water is used to control dust, capture and properly dispose of waste water. b. If wet saw cutting is performed, capture and properly dispose of slurry. L. Employee Parking 1. Provide parking for employees at locations approved by the City. 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] 26 PART 3 - EXECUTION [NOT USED] 27 28 29 30 31 32 END OF SECTION CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised March 11, 2022 UTILITY CUT REPAIR CONTRACT 2 2023 city project No. UC-02 2023 .. I 0135 13 -10 SPECIAL PROJECT PROCEDURES Page 10 of 12 Revision Log DATE NAME SUMMARY OF CHANGE 1.4.13 — Added requirement of compliance with Health and Safety Code, Title 9. 8/31/2012 D. Johnson Safety, Subtitle A. Public Safety, Chapter 752. High Voltage Overhead Lines. 1.4.E — Added Contractor responsibility for obtaining a TCEQ Air Permit Remove references to Air Pollution watch Days and NCTCOG Clean construction 3/11/2022 M Owen Specification requirements. Clarify need for Door Hangers under in addition to contractor notification of public. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised March 11, 2022 UTILITY CUT REPAIR CONTRACT 2 2023 city project No. UC-02 2023 am r .W w i W i PE W M a A ■ 9" 0135 13-11 SPECIAL PROJECT PROCEDURES Page 1 I of 12 1 EXHIBIT A 2 (To be printed on Contractor's Letterhead) 3 4 5 6 Date: 7 8 CPN No.: 9 Project Name: 10 Mapsco Location: 11 Limits of Construction: 12 13 14 15 16 17 THIS IS TO INFORM YOU THAT UNDER A CONTRACT WITH THE CITY OF FORT 18 WORTH, OUR COMPANY WILL WORK ON UTILITY LINES ON OR AROUND YOUR 19 PROPERTY. 20 21 CONSTRUCTION WILL BEGIN APPROXIMATELY SEVEN DAYS FROM THE DATE 22 OF THIS NOTICE. 23 24 IF YOU HAVE QUESTIONS ABOUT ACCESS, SECURITY, SAFETY OR ANY OTHER 25 ISSUE, PLEASE CALL: 26 27 28 Mr. <CONTRACTOR'S SUPERINTENDENT> AT <TELEPHONE NO.> 29 30 OR 31 32 Mr. <CITY INSPECTOR> AT < TELEPHONE NO.> 33 34 AFTER 4:30 PM OR ON WEEKENDS, PLEASE CALL (817) 392 8306 35 36 PLEASE KEEP THIS FLYER HANDY WHEN YOU CALL 37 It ' CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised March 11, 2022 UTILITY CUT REPAIR CONTRACT 2 2023 city project No. UC-02 2023 El 1 2 3 4 0135 13 - 12 SPECIAL PROJECT PROCEDURES Page 12 of 12 EXHIBIT B FORT WORTH Date: DOE NO. XXXX Project Name: NOTICE OF TEMPORARY WATER SERVICE INTERRUPTION DUE TO UTILITY IMPROVEMENTS IN YOUR NEIGHBORHOOD, YOUR WATER SERVICE WILL BE INTERRUPTED ON BETWEEN THE HOURS OF AND IF YOU HAVE QUESTIONS ABOUT THIS SHUT -OUT, PLEASE CALL: MR. AT (CONTRACTORS SUPERINTENDENT) (TELEPHONE NUMBER) OR MR. AT (CITY INSPECTOR) (TELEPHONE NUMBER) THIS INCONVENIENCE WILL BE AS SHORT AS POSSIBLE. THANK YOU, CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised March 11, 2022 ,'CONTRACTOR UTILITY CUT REPAIR CONTRACT 2 2023 city project No. UC-02 2023 s MW r. M M 014523 TESTING AND INSPECTION SERVICES Page 1 of 2 SECTION 0145 23 TESTING AND INSPECTION SERVICES PART1- GENERAL 1.1 SUMMARY A. Section Includes: 1. Testing and inspection services procedures and coordination B. Deviations from this City of Fort Worth Standard Specification 1. None. C. Related Specification Sections include, but are not necessarily limited to: 1. Division 0 — Bidding Requirements, Contract Forms and Conditions of the Contract 2. Division 1 — General Requirements 1.2 PRICE AND PAYMENT PROCEDURES A. Measurement and Payment 1. Work associated with this Item is considered subsidiary to the various Items bid. No separate payment will be allowed for this Item. a. Contractor is responsible for performing, coordinating, and payment of all Quality Control testing. b. City is responsible for performing and payment for first set of Quality Assurance testing. 1) If the first Quality Assurance test performed by the City fails, the Contractor is responsible for payment of subsequent Quality Assurance testing until a passing test occurs. a) Final acceptance will not be issued by City until all required payments for testing by Contractor have been paid in full. 1.3 REFERENCES [NOT USED] 1.4 ADMINISTRATIVE REQUIREMENTS A. Testing 1. Complete testing in accordance with the Contract Documents. 2. Coordination a. When testing is required to be performed by the City, notify City, sufficiently in advance, when testing is needed. b. When testing is required to be completed by the Contractor, notify City, sufficiently in advance, that testing will be performed. 3. Distribution of Testing Reports a. Electronic Distribution 1) Confirm development of Project directory for electronic submittals to be uploaded to the City's document management system, or another external FTP site approved by the City. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised March 9.2020 UTILITY CUT REPAIR CONTRACT 2 2023 City Project No. UC-02 2023 w PM 014523 TESTING AND INSPECTION SERVICES Page 2 of 2 2) Upload test reports to designated project directory and notify appropriate City representatives via email of submittal posting. 3) Hard Copies a) 1 copy for all submittals submitted to the Project Representative b. Hard Copy Distribution (if required in lieu of electronic distribution) 1) Tests performed by City a) Distribute 1 hard copy to the Contractor 2) Tests performed by the Contractor a) Distribute 3 hard copies to City's Project Representative 4. Provide City's Project Representative with trip tickets for each delivered load of Concrete or Lime material including the following information: a. Name of pit -� b. Date of delivery c. Material delivered B. Inspection 1. Inspection or lack of inspection does not relieve the Contractor from obligation to perform work in accordance with the Contract Documents. 1.5 SUBMITTALS [NOT USED] 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED] 1.7 CLOSEOUT SUBMITTALS [NOT USED] 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 1.9 QUALITY ASSURANCE [NOT USED] 1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED] 1.11 FIELD [SITE] CONDITIONS [NOT USED] 1.12 WARRANTY [NOT USED] PART 2 - PRODUCTS [NOT USED] w PART 3 - EXECUTION [NOT USED] END OF SECTION PM Revision Log DATE NAME SUMMARY OF CHANGE 3/9/2020 D.V. Magana Removed reference to Buzzsaw and noted that electronic submittals be uploaded through the City's document management system. CITY OF FORT WORTH UTILITY CUT REPAIR i STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CONTRACT 2 2023 Revised March 9, 2020 City Project No. UC-02 2023 M 015000-1 TEMPORARY FACILITIES AND CONTROLS Page 1 of 4 1 SECTION 0150 00 2 TEMPORARY FACILITIES AND CONTROLS 3 PART1- GENERAL 4 1.1 SUMMARY 5 A. Section Includes: 6 1. Provide temporary facilities and controls needed for the Work including, but not 7 necessarily limited to: 8 a. Temporary utilities 9 b. Sanitary facilities 10 c. Storage Sheds and Buildings 11 d. Dust control 12 e. Temporary fencing of the construction site 13 B. Deviations from this City of Fort Worth Standard Specification 14 1. None. 15 C. Related Specification Sections include, but are not necessarily limited to: .. 16 1. Division 0 — Bidding Requirements, Contract Forms and Conditions of the Contract 17 2. Division 1 — General Requirements 18 1.2 PRICE AND PAYMENT PROCEDURES 4 19 A. Measurement and Payment 20 1. Work associated with this Item is considered subsidiary to the various Items bid. 21 No separate payment will be allowed for this Item. 22 1.3 REFERENCES [NOT USED] 23 1.4 ADMINISTRATIVE REQUIREMENTS 24 A. Temporary Utilities 25 1. Obtaining Temporary Service 26 a. Make arrangements with utility service companies for temporary services. 27 b. Abide by rules and regulations of utility service companies or authorities 28 having jurisdiction. 29 c. Be responsible for utility service costs until Work is approved for Final 30 Acceptance. 31 1) Included are fuel, power, light, heat and other utility services necessary for 32 execution, completion, testing and initial operation of Work. 33 2. Water 34 a. Contractor to provide water required for and in connection with Work to be 35 performed and for specified tests of piping, equipment, devices or other use as 36 required for the completion of the Work. 37 b. Provide and maintain adequate supply of potable water for domestic 38 consumption by Contractor personnel and City's Project Representatives. 39 c. Coordination 40 1) Contact City 1 week before water for construction is desired " CITY OF FORT WORTH UTILITY CUT REPAIR STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CONTRACT 2 2023 Revised July 1, 2011 City Project No. UC-02 2023 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 015000-2 TEMPORARY FACILITIES AND CONTROLS Page 2 of 4 d. Contractor Payment for Construction Water 1) Obtain construction water meter from City for payment as billed by City's established rates. 3. Electricity and Lighting a. Provide and pay for electric powered service as required for Work, including testing of Work. 1) Provide power for lighting, operation of equipment, or other use. b. Electric power service includes temporary power service or generator to maintain operations during scheduled shutdown. 4. Telephone a. Provide emergency telephone service at Site for use by Contractor personnel and others performing work or furnishing services at Site. 5. Temporary Heat and Ventilation a. Provide temporary heat as necessary for protection or completion of Work. b. Provide temporary heat and ventilation to assure safe working conditions. B. Sanitary Facilities 1. Provide and maintain sanitary facilities for persons on Site. a. Comply with regulations of State and local departments of health. 2. Enforce use of sanitary facilities by construction personnel at job site. a. Enclose and anchor sanitary facilities. b. No discharge will be allowed from these facilities. c. Collect and store sewage and waste so as not to cause nuisance or health problem. d. Haul sewage and waste off -site at no less than weekly intervals and properly dispose in accordance with applicable regulation. 3. Locate facilities near Work Site and keep clean and maintained throughout Project. 4. Remove facilities at completion of Project C. Storage Sheds and Buildings 1. Provide adequately ventilated, watertight, weatherproof storage facilities with floor above ground level for materials and equipment susceptible to weather damage. 2. Storage of materials not susceptible to weather damage may be on blocks off ground. 3. Store materials in a neat and orderly manner. a. Place materials and equipment to permit easy access for identification, inspection and inventory. 4. Equip building with lockable doors and lighting, and provide electrical service for equipment space heaters and heating or ventilation as necessary to provide storage environments acceptable to specified manufacturers. 5. Fill and grade site for temporary structures to provide drainage away from temporary and existing buildings. 6. Remove building from site prior to Final Acceptance. D. Temporary Fencing 1. Provide and maintain for the duration or construction when required in contract documents E. Dust Control CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 UTILITY CUT REPAIR CONTRACT 2 2023 City Project No. UC-02 2023 R w M r 04 a 00 W W E" 015000-3 TEMPORARY FACILITIES AND CONTROLS Page 3 of 4 1 1. Contractor is responsible for maintaining dust control through the duration of the 2 project. 3 a. Contractor remains on -call at all times 4 b. Must respond in a timely manner 5 F. Temporary Protection of Construction 6 1. Contractor or subcontractors are responsible for protecting Work from damage due 7 to weather. 8 1.5 SUBMITTALS [NOT USED] 9 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED] 10 1.7 CLOSEOUT SUBMITTALS [NOT USED] 11 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 12 1.9 QUALITY ASSURANCE [NOT USED] 13 1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED] 14 1.11 FIELD [SITE] CONDITIONS [NOT USED] 15 1.12 WARRANTY [NOT USED] 16 PART 2 - PRODUCTS [NOT USED] 17 PART 3 - EXECUTION [NOT USED] 18 3.1 INSTALLERS [NOT USED] 19 3.2 EXAMINATION [NOT USED] 20 3.3 PREPARATION [NOT USED] 21 3.4 INSTALLATION 22 A. Temporary Facilities 23 1. Maintain all temporary facilities for duration of construction activities as needed. 24 3.5 [REPAIR] / [RESTORATION] 25 3.6 RE -INSTALLATION 26 3.7 FIELD [OR] SITE QUALITY CONTROL [NOT USED] 27 3.8 SYSTEM STARTUP [NOT USED] 28 3.9 ADJUSTING [NOT USED] 29 3.10 CLEANING [NOT USED] 30 3.11 CLOSEOUT ACTIVITIES 31 A. Temporary Facilities CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 UTILITY CUT REPAIR CONTRACT 2 2023 City Project No. UC-02 2023 MP 015000-4 TEMPORARY FACILITIES AND CONTROLS Page 4 of 4 1 1. Remove all temporary facilities and restore area after completion of the Work, to a 2 condition equal to or better than prior to start of Work. 3 3.12 PROTECTION [NOT USED] 4 3.13 MAINTENANCE [NOT USED] 5 3.14 ATTACHMENTS [NOT USED] 6 END OF SECTION 7 Revision Log IDATE NAME SUMMARY OF CHANGE 8 CITY OF FORT WORTH UTILITY CUT REPAIR STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CONTRACT 2 2023 Revised July 1, 2011 City Project No. UC-02 2023 MM PM ON am .,. i PM so w ap 01 55 26 - 1 STREET USE PERMIT AND MODIFICATIONS TO TRAFFIC CONTROL Page 1 of 3 1 SECTION 0155 26 2 STREET USE PERMIT AND MODIFICATIONS TO TRAFFIC CONTROL 3 PART1- GENERAL 4 1.1 SUMMARY 5 A. Section Includes: 6 1. Administrative procedures for: 7 a. Street Use Permit 8 b. Modification of approved traffic control 9 c. Removal of Street Signs 10 B. Deviations from this City of Fort Worth Standard Specification 11 1. 1.2 PRICE AND PAYMENT PROCEDURES- 12 Given the nature of this contract Street Use Permits will be paid for at the pre- 13 bid price of $100.00 each and Traffic Control Plans will be paid for on an as 14 needed basis. 15 C. Related Specification Sections include, but are not necessarily limited to: 16 1. Division 0 — Bidding Requirements, Contract Forms and Conditions of the Contract 17 2. Division 1 — General Requirements 18 3. Section 34 71 13 — Traffic Control 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 24 A. Reference Standards 25 1. Reference standards cited in this specification refer to the current reference standard 26 published at the time of the latest revision date logged at the end of this 27 specification, unless a date is specifically cited. 28 2. Texas Manual on Uniform Traffic Control Devices (TMUTCD). 29 1.4 ADMINISTRATIVE REQUIREMENTS 30 A. Traffic Control 31 1. General 32 a. Contractor shall minimize lane closure and impact to vehicular/pedestrian 33 traffic. 34 b. When traffic control plans are included in the Drawings, provide Traffic 35 Control in accordance with Drawings and Section 34 71 13. 36 c. When traffic control plans are not included in the Drawings, prepare traffic 37 control plans in accordance with Section 34 71 13 and submit to City for 38 review. 39 1) Allow minimum 10 working days for review of proposed Traffic Control. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised March 22, 2021 UTILITY CUT REPAIR CONTRACT 2 2023 City Project No. UC-02 2023 W .. 01 55 26 - 2 STREET USE PERMIT AND MODIFICATIONS TO TRAFFIC CONTROL Page 2 of 3 1 2) A traffic control "Typical" published by City of Fort Worth, the Texas 2 Manual Unified Traffic Control Devices (TMUTCD) or Texas Department 3 of Transportation (TxDOT) can be used as an alternative to preparing 4 project/site specific traffic control plan if the typical is applicable to the 5 specific project/site. 6 B. Street Use Permit 7 1. Prior to installation of Traffic Control, a City Street Use Permit is required. 8 a. To obtain Street Use Permit, submit Traffic Control Plans to City 9 Transportation and Public Works Department. 10 1) Allow a minimum of 5 working days for permit review. 11 2) Contractor's responsibility to coordinate review of Traffic Control plans for 12 Street Use Permit, such that construction is not delayed. 13 C. Modification to Approved Traffic Control 14 1. Prior to installation traffic control: 15 a. Submit revised traffic control plans to City Department Transportation and 16 Public Works Department. 17 1) Revise Traffic Control plans in accordance with Section 34 71 13. 18 2) Allow minimum 5 working days for review of revised Traffic Control. 19 3) It is the Contractor's responsibility to coordinate review of Traffic Control 20 plans for Street Use Permit, such that construction is not delayed. 21 D. Removal of Street Sign 22 1. If it is determined that a street sign must be removed for construction, then contact 23 City Transportation and Public Works Department, Signs and Markings Division to 24 remove the sign. 25 E. Temporary Signage 26 1. In the case of regulatory signs, replace permanent sign with temporary sign meeting 27 requirements of the latest edition of the Texas Manual on Uniform Traffic Control 28 Devices (MUTCD). 29 2. Install temporary sign before the removal of permanent sign. 30 3. When construction is complete, to the extent that the permanent sign can be 31 reinstalled, contact the City Transportation and Public Works Department, Signs 32 and Markings Division, to reinstall the permanent sign. 33 F. Traffic Control Standards 34 1. Traffic Control Standards can be found on the City's website. 35 1.5 SUBMITTALS 36 A. Submit all required documentation to City's Project Representative. w o. 0- CITY OF FORT WORTH UTILITY CUT REPAIR STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CONTRACT 2 2023 Revised March 22, 2021 City Project No. UC-02 2023 Mom 015526-3 STREET USE PERMIT AND MODIFICATIONS TO TRAFFIC CONTROL Page 3 of 3 1 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED] 2 1.7 CLOSEOUT SUBMITTALS [NOT USED] 3 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 4 1.9 QUALITY ASSURANCE [NOT USED] 5 1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED] 6 1.11 FIELD [SITE] CONDITIONS [NOT USED] 7 1.12 WARRANTY [NOT USED] 8 PART 2 - PRODUCTS [NOT USED] 9 PART 3 - EXECUTION [NOT USED] ' 10 END OF SECTION 11 Revision Log DATE NAME SUMMARY OF CHANGE 1.4 A. Added language to emphasize minimizing of lane closures and impact to traffic. 1.4 A. 1. C. Added language to allow for use of published traffic control "Typicals" 3/22/2021 M. Owen if applicable to specific project/ site 1.4 F. 1) Removed reference to Buzzsaw 1.5 Added language re: submittal of permit CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised March 22, 2021 UTILITY CUT REPAIR CONTRACT 2 2023 City Project No. UC-02 2023 W PNN PIM i PW PEd i M 015713-1 STORM WATER POLLUTION PREVENTION Page 1 of 3 1 SECTION 015713 2 STORM WATER POLLUTION PREVENTION 3 PART1- GENERAL 4 1.1 SUMMARY 5 A. Section Includes: 6 1. Procedures for Storm Water Pollution Prevention Plans 7 B. Deviations from this City of Fort Worth Standard Specification 8 1. None. 9 C. Related Specification Sections include, but are not necessarily limited to: 10 1. Division 0 — Bidding Requirements, Contract Forms and Conditions of the 11 Contract 12 2. Division 1— General Requirements 13 3. Section 3125 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 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 UTILITY CUT REPAIR CONTRACT 2 2023 City Project No. UC-02 2023 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 015713-2 STORM WATER POLLUTION PREVENTION Page 2 of 3 B. Construction Activities resulting in: 1. Less than 1 acre of disturbance a. Provide erosion and sediment control in accordance with Section 3125 00 and Drawings. 2. 1 to less than 5 acres of disturbance a. Texas Pollutant Discharge Elimination System (TPDES) General Construction Permit is required b. Complete SWPPP in accordance with TCEQ requirements 1) TCEQ Small Construction Site Notice Required under general permit TXR150000 a) Sign and post at job site b) Prior to Preconstruction Meeting, send 1 copy to City Department of Transportation and Public Works, Environmental Division, (817) 392- 6088. 2) Provide erosion and sediment control in accordance with: a) Section 3125 00 b) The Drawings c) TXR150000 General Permit d) SWPPP e) TCEQ requirements 3. 5 acres or more of Disturbance a. Texas Pollutant Discharge Elimination System (TPDES) General Construction Permit is required b. Complete SWPPP in accordance with TCEQ requirements 1) Prepare a TCEQ NOI form and submit to TCEQ along with required fee a) Sign and post at job site b) Send copy to City Department of Transportation and Public Works, Environmental Division, (817) 392-6088. 2) TCEQ Notice of Change required if making changes or updates to NOI 3) Provide erosion and sediment control in accordance with: a) Section 3125 00 b) The Drawings c) TXR150000 General Permit d) SWPPP e) TCEQ requirements 4) Once the project has been completed and all the closeout requirements of TCEQ have been met a TCEQ Notice of Termination can be submitted. a) Send copy to City Department of Transportation and Public Works, Environmental Division, (817) 392-6088. 40 1.5 SUBMITTALS 41 A. SWPPP 42 1. Submit in accordance with Section 01 33 00, except as stated herein. 43 a. Prior to the Preconstruction Meeting, submit a draft copy of SWPPP to the City 44 as follows: 45 1) 1 copy to the City Project Manager 46 a) City Project Manager will forward to the City Department of 47 Transportation and Public Works, Environmental Division for review CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 UTILITY CUT REPAIR CONTRACT 2 2023 City Project No. UC-02 2023 r. 015713-3 STORM WATER POLLUTION PREVENTION Page 3 of 3 1 B. Modified SWPPP .• 2 1. If the SWPPP is revised during construction, resubmit modified SWPPP to the City 3 in accordance with Section 0133 00. 4 1.6 ACTION SUBMITTALSANFORMATIONAL SUBMITTALS [NOT USED] 5 1.7 CLOSEOUT SUBMITTALS [NOT USED] 6 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 7 1.9 QUALITY ASSURANCE [NOT USED] 8 1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED] 9 1.11 FIELD [SITE] CONDITIONS [NOT USED] 10 1.12 WARRANTY [NOT USED] 11 PART 2 - PRODUCTS [NOT USED] 12 PART 3 - EXECUTION [NOT USED] 13 END OF SECTION 14 Revision Log DATE NAME SUMMARY OF CHANGE 15 w ■ CITY OF FORT WORTH UTILITY CUT REPAIR STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CONTRACT 2 2023 Revised July 1, 2011 City Project No. UC-02 2023 2 3 PART1- GENERAL 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 0V 27 28 29 30 31 0158 13-1 TEMPORARY PROJECT SIGNAGE Page 1 of 3 SECTION 0158 13 TEMPORARY PROJECT SIGNAGE 1.1 SUMMARY A. Section Includes: 1. Temporary Project Signage Requirements B. Deviations from this City of Fort Worth Standard Specification 1. None. C. Related Specification Sections include, but are not necessarily limited to: 1. Division 0 — Bidding Requirements, Contract Forms and Conditions of the Contract 2. Division 1 — General Requirements 1.2 PRICE AND PAYMENT PROCEDURES A. Measurement and Payment 1. Work associated with this Item is considered subsidiary to the various Items bid. No separate payment will be allowed for this Item. 1.3 REFERENCES [NOT USED] 1.4 ADMINISTRATIVE REQUIREMENTS [NOT USED] 1.5 SUBMITTALS [NOT USED] 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED] 1.7 CLOSEOUT SUBMITTALS [NOT USED] 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 1.9 QUALITY ASSURANCE [NOT USED] 1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED] 1.11 FIELD [SITE] CONDITIONS [NOT USED] 1.12 WARRANTY [NOT USED] PART 2 - PRODUCTS 2.1 OWNER -FURNISHED [oR] OWNER-SUPPLIEDPRODUCTS [NOT USED] 2.2 EQUIPMENT, PRODUCT TYPES, AND MATERIALS A. Design Criteria 1. Provide free standing Project Designation Sign in accordance with City's Standard Details for project signs. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 UTILITY CUT REPAIR CONTRACT 2 2023 City Project No. UC-02 2023 0158 13 - 2 TEMPORARY PROJECT SIGNAGE Page 2 of 3 1 B. Materials 2 1. Sign 3 a. Constructed of 3/4-inch fir plywood, grade A-C (exterior) or better 4 2.3 ACCESSORIES [NOT USED] 5 2.4 SOURCE QUALITY CONTROL [NOT USED] 6 PART 3 - EXECUTION 7 3.1 INSTALLERS [NOT USED] 8 3.2 EXAMINATION [NOT USED] 9 3.3 PREPARATION [NOT USED] 10 3.4 INSTALLATION 11 A. General 12 1. Provide vertical installation at extents of project. 13 2. Relocate sign as needed, upon request of the City. 14 B. Mounting options 15 a. Skids 16 b. Posts 17 c. Barricade 18 3.5 REPAIR / RESTORATION [NOT USED] 19 3.6 RE -INSTALLATION [NOT USED] 20 3.7 FIELD [oR] SITE QUALITY CONTROL [NOT USED] 21 3.8 SYSTEM STARTUP [NOT USED] 22 3.9 ADJUSTING [NOT USED] 23 3.10 CLEANING [NOT USED] 24 3.11 CLOSEOUT ACTIVITIES [NOT USED] 25 3.12 PROTECTION [NOT USED] 26 3.13 MAINTENANCE 27 A. General 28 1. Maintenance will include painting and repairs as needed or directed by the City. 29 3.14 ATTACHMENTS [NOT USED] 30 END OF SECTION 31 No OW PM am CITY OF FORT WORTH UTILITY CUT REPAIR ~` STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CONTRACT 2 2023 Revised July 1, 2011 City Project No. UC-02 2023 1 2 015813-3 TEMPORARY PROJECT SIGNAGE Page 3 of 3 Revision Log DATE NAME SUMMARY OF CHANGE CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 UTILITY CUT REPAIR CONTRACT 2 2023 City Project No. UC-02 2023 01 60 00 PRODUCT REQUIREMENTS Page 1 of SECTION 0160 00 PRODUCT REQUIREMENTS PART 1 - GENERAL 1.1 SUMMARY A. Section Includes: 1. References for Product Requirements and City Standard Products List B. Deviations from this City of Fort Worth Standard Specification 1. None. C. Related Specification Sections include, but are not necessarily limited to: 1. Division 0 — Bidding Requirements, Contract Forms and Conditions of the Contract 2. Division 1— General Requirements 1.2 PRICE AND PAYMENT PROCEDURES [NOT USED] 1.3 REFERENCES [NOT USED] 1.4 ADMINISTRATIVE REQUIREMENTS A. A list of City approved products for use is available through the City's website at: https://apps.fortworthtexas.gov/ProjectResources/ and following the directory path; MW 02 - Construction Documents/Standard Products List B. Only products specifically included on City's Standard Product List in these Contract _ Documents shall be allowed for use on the Project. 1. Any subsequently approved products will only be allowed for use upon specific approval by the City. C. Any specific product requirements in the Contract Documents supersede similar products included on the City's Standard Product List. 1. The City reserves the right to not allow products to be used for certain projects even though the product is listed on the City's Standard Product List. D. Although a specific product is included on City's Standard Product List, not all products from that manufacturer are approved for use, including but not limited to, that ,.. manufacturer's standard product. E. See Section 01 33 00 for submittal requirements of Product Data included on City's Standard Product List. 1.5 SUBMITTALS [NOT USED] 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED] 1.7 CLOSEOUT SUBMITTALS [NOT USED] 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 1.9 QUALITY ASSURANCE [NOT USED] CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised March 9, 2020 UTILITY CUT REPAIR CONTRACT 2 2023 City Project No. UC-02 2023 01 60 00 PRODUCT REQUIREMENTS Page 2 of 2 1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED] 1.11 FIELD [SITE] CONDITIONS [NOT USED] 1.12 WARRANTY [NOT USED] PART 2 - PRODUCTS [NOT USED] PART 3 - EXECUTION [NOT USED] END OF SECTION Revision Log DATE NAME SUMMARY OF CHANGE I10/12/12 D. Johnson Modified Location of City's Standard Product List I 3/9/2020 D.V. Magana Removed reference to Buzzsaw and noted that the City approved products list is accessible through the City's website. CITY OF FORT WORTH UTILITY CUT REPAIR STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CONTRACT 2 2023 Revised March 9, 2020 City Project No. UC-02 2023 FM FM 4M ! OM pw ! ! M 01 66 00 - 1 PRODUCT STORAGE AND HANDLING REQUIREMENTS Page 1 of 4 1 SECTION 0166 00 2 PRODUCT STORAGE AND HANDLING REQUIREMENTS 3 PART1- GENERAL 4 1.1 SUMMARY 5 A. Section Includes: 6 1. Scheduling of product delivery 7 2. Packaging of products for delivery 8 3. Protection of products against damage from: 9 a. Handling 10 b. Exposure to elements or harsh environments 11 B. Deviations from this City of Fort Worth Standard Specification 12 1. None. 13 C. Related Specification Sections include, but are not necessarily limited to: 14 1. Division 0 — Bidding Requirements, Contract Forms and Conditions of the Contract 15 2. Division 1 — General Requirements 16 1.2 PRICE AND PAYMENT PROCEDURES 17 A. Measurement and Payment 18 1. Work associated with this Item is considered subsidiary to the various Items bid. 19 No separate payment will be allowed for this Item. 20 1.3 REFERENCES [NOT USED] 21 1.4 ADMINISTRATIVE REQUIREMENTS [NOT USED] 22 1.5 SUBMITTALS [NOT USED] 23 1.6 ACTION SUBMITTALSANFORMATIONAL SUBMITTALS [NOT USED] 24 1.7 CLOSEOUT SUBMITTALS [NOT USED] 25 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 26 1.9 QUALITY ASSURANCE [NOT USED] 27 1.10 DELIVERY AND HANDLING 28 A. Delivery Requirements 29 1. Schedule delivery of products or equipment as required to allow timely installation 30 and to avoid prolonged storage. 31 2. Provide appropriate personnel and equipment to receive deliveries. 32 3. Delivery trucks will not be permitted to wait extended periods of time on the Site 33 for personnel or equipment to receive the delivery. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 UTILITY CUT REPAIR CONTRACT 2 2023 City Project No. UC-02 2023 M 016600-2 PRODUCT STORAGE AND HANDLING REQUIREMENTS Page 2 of 4 1 4. Deliver products or equipment in manufacturer's original unbroken cartons or other 2 containers designed and constructed to protect the contents from physical or 3 environmental damage. 4 5. Clearly and fully mark and identify as to manufacturer, item and installation 5 location. 6 6. Provide manufacturer's instructions for storage and handling. 7 B. Handling Requirements 8 1. Handle products or equipment in accordance with these Contract Documents and 9 manufacturer's recommendations and instructions. 10 C. Storage Requirements 11 1. Store materials in accordance with manufacturer's recommendations and 12 requirements of these Specifications. 13 2. Make necessary provisions for safe storage of materials and equipment. 14 a. Place loose soil materials and materials to be incorporated into Work to prevent 15 damage to any part of Work or existing facilities and to maintain free access at 16 all times to all parts of Work and to utility service company installations in 17 vicinity of Work. 18 3. Keep materials and equipment neatly and compactly stored in locations that will 19 cause minimum inconvenience to other contractors, public travel, adjoining owners, 20 tenants and occupants. 21 a. Arrange storage to provide easy access for inspection. 22 4. Restrict storage to areas available on construction site for storage of material and 23 equipment as shown on Drawings, or approved by City's Project Representative. 24 5. Provide off -site storage and protection when on -site storage is not adequate. 25 a. Provide addresses of and access to off -site storage locations for inspection by 26 City's Project Representative. 27 6. Do not use lawns, grass plots or other private property for storage purposes without 28 written permission of owner or other person in possession or control of premises. 29 7. Store in manufacturers' unopened containers. 30 8. Neatly, safely and compactly stack materials delivered and stored along line of 31 Work to avoid inconvenience and damage to property owners and general public 32 and maintain at least 3 feet from fire hydrant. 33 9. Keep public and private driveways and street crossings open. 34 10. Repair or replace damaged lawns, sidewalks, streets or other improvements to 35 satisfaction of City's Project Representative. 36 a. Total length which materials may be distributed along route of construction at 37 one time is 1,000 linear feet, unless otherwise approved in writing by City's 38 Project Representative. CITY OF FORT WORTH UTILITY CUT REPAIR STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CONTRACT 2 2023 Revised July 1, 2011 City Project No. UC-02 2023 OW w mop w 016600-3 PRODUCT STORAGE AND HANDLING REQUIREMENTS Page 3 of 4 1 1.11 FIELD [SITE] CONDITIONS [NOT USED] 2 1.12 WARRANTY [NOT USED] 3 PART 2 - PRODUCTS [NOT USED] 4 PART 3 - EXECUTION 5 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 3.1 INSTALLERS [NOT USED] 3.2 EXAMINATION [NOT USED] 3.3 PREPARATION [NOT USED] 3.4 ERECTION [NOT USED] 3.5 REPAIR / RESTORATION [NOT USED] 3.6 RE -INSTALLATION [NOT USED] 3.7 FIELD [OR] SITE QUALITY CONTROL A. Tests and Inspections 1. Inspect all products or equipment delivered to the site prior to unloading. B. Non -Conforming Work 1. Reject all products or equipment that are damaged, used or in any other way unsatisfactory for use on the project. 3.8 SYSTEM STARTUP [NOT USED] 3.9 ADJUSTING [NOT USED] 3.10 CLEANING [NOT USED] 3.11 CLOSEOUT ACTIVITIES [NOT USED] 3.12 PROTECTION A. Protect all products or equipment in accordance with manufacturer's written directions. B. Store products or equipment in location to avoid physical damage to items while in storage. C. Protect equipment from exposure to elements and keep thoroughly dry if required by the manufacturer. 3.13 MAINTENANCE [NOT USED] 3.14 ATTACHMENTS [NOT USED] END OF SECTION CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 UTILITY CUT REPAIR CONTRACT 2 2023 City Project No. UC-02 2023 1 016600-4 PRODUCT STORAGE AND HANDLING REQUIREMENTS Page 4 of 4 Revision Log DATE NAME SUMMARY OF CHANGE CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 UTILITY CUT REPAIR CONTRACT 2 2023 City Project No. UC-02 2023 r. i 017000-1 MOBILIZATION AND REMOBILIZATION Page 1 of 3 I SECTION 0170 00 2 MOBILIZATION AND REMOBILIZATION 3 PART1- GENERAL 4 1.1 SUMMARY 5 A. Section Includes: 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 1. Mobilization and Demobilization a. Mobilization 1) Transportation of Contractor's personnel, equipment, and operating supplies to the Site 2) Establishment of necessary general facilities for the Contractor's operation at the Site 3) Premiums paid for performance and payment bonds 4) Transportation of Contractor's personnel, equipment, and operating supplies to another location within the designated Site 5) Relocation of necessary general facilities for the Contractor's operation from 1 location to another location on the Site. b. Demobilization 1) Transportation of Contractor's personnel, equipment, and operating supplies away from the Site including disassembly 2) Site Clean-up 3) Removal of all buildings and/or other facilities assembled at the Site for this Contract c. Mobilization and Demobilization do not include activities for specific items of work that are for which payment is provided elsewhere in the contract. 2. Remobilization a. Remobilization for Suspension of Work specifically required in the Contract Documents or as required by City includes: 1) Demobilization a) Transportation of Contractor's personnel, equipment, and operating supplies from the Site including disassembly or temporarily securing equipment, supplies, and other facilities as designated by the Contract Documents necessary to suspend the Work. b) Site Clean-up as designated in the Contract Documents 2) Remobilization a) Transportation of Contractor's personnel, equipment, and operating supplies to the Site necessary to resume the Work. b) Establishment of necessary general facilities for the Contractor's operation at the Site necessary to resume the Work. 3) No Payments will be made for: a) Mobilization and Demobilization from one location to another on the Site in the normal progress of performing the Work. b) Stand-by or idle time c) Lost profits 3. Mobilizations and Demobilization for Miscellaneous Projects a. Mobilization and Demobilization CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised November 22, 2016 UTILITY CUT REPAIR CONTRACT 2 2023 City Project No. UC-02 2023 W 017000-2 MOBILIZATION AND REMOBILIZATION Page 2 of 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 10 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 items 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. Although this contract is considered a miscellaneous type contract, all 21 mobilizations and demobilizations will be considered subsidiary to the work to 22 be performed. 23 C. Related Specification Sections include, but are not necessarily limited to: 24 1. Division 0 — Bidding Requirements, Contract Forms and Conditions of the Contract 25 2. Division 1 — General Requirements 26 1.2 PRICE AND PAYMENT PROCEDURES 27 A. Measurement and Payment 28 1. Mobilization and Demobilization 29 a. Measure 30 1) This Item is considered subsidiary to the various Items bid. 31 b. Payment 32 1) The work performed and materials furnished in accordance with this Item 33 are subsidiary to the various Items bid and no other compensation will be 34 allowed. 35 1.3 REFERENCES [NOT USED] 36 1.4 ADMINISTRATIVE REQUIREMENTS [NOT USED] 37 1.5 SUBMITTALS [NOT USED] 38 1.6 INFORMATIONAL SUBMITTALS [NOT USED] 39 1.7 CLOSEOUT SUBMITTALS [NOT USED] 40 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 41 1.9 QUALITY ASSURANCE [NOT USED] CITY OF FORT WORTH UTILITY CUT REPAIR STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CONTRACT 2 2023 Revised November 22, 2016 City Project No. UC-02 2023 PM PM i 017000-3 MOBILIZATION AND REMOBILIZATION Page 3 of 3 1 1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED] 2 1.11 FIELD [SITE] CONDITIONS [NOT USED] 3 1.12 WARRANTY [NOT USED] 4 PART 2 - PRODUCTS [NOT USED] 5 PART 3 - EXECUTION [NOT USED] 6 END OF SECTION 7 8 Revision Log DATE NAME SUMMARY OF CHANGE 11/22/16 Michael Owen 1.2 Price and Payment Procedures - Revised specification, including blue text, to make specification flexible for either subsidiary or paid bid item for Mobilization. CITY OF FORT WORTH UTILITY CUT REPAIR STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CONTRACT 2 2023 Revised November 22, 2016 City Project No. UC-02 2023 OR M 017123-1 CONSTRUCTION STAKING AND SURVEY Page 1 of 8 _ 1 SECTION 01 71 23 2 CONSTRUCTION STAKING AND SURVEY 3 PART1- GENERAL 4 1.1 SUMMARY 4W 5 A. Section Includes: 6 1. Requirements for construction staking and construction survey 7 B. Deviations from this City of Fort Worth Standard Specification 8 1. None. 9 C. Related Specification Sections include, but are not necessarily limited to: 10 1. Division 0 — Bidding Requirements, Contract Forms and Conditions of the Contract 11 2. Division 1 — General Requirements 12 1.2 PRICE AND PAYMENT PROCEDURES 13 A. Measurement and Payment 14 1. Construction Staking y' 15 a. Measurement 16 1) Measurement for this Item shall be by lump sum. 17 b. Payment 18 1) The work performed and the materials furnished in accordance with this 19 Item shall be paid for at the lump sum price bid for "Construction Staking". 20 2) Payment for "Construction Staking" shall be made in partial payments 21 prorated by work completed compared to total work included in the lump 22 sum item. 23 c. The price bid shall include, but not be limited to the following: 24 1) Verification of control data provided by City. 25 2) Placement, maintenance and replacement of required stakes and markings 26 in the field. 27 3) Preparation and submittal of construction staking documentation in the 28 form of "cut sheets" using the City's standard template. 29 2. Construction Survey 30 a. Measurement 31 1) This Item is considered subsidiary to the various Items bid. 32 b. Payment 33 1) The work performed and the materials furnished in accordance with this 34 Item are subsidiary to the various Items bid and no other compensation will be _ 35 allowed. 36 3. As -Built Survey 37 a. Measurement 38 1) Measurement for this Item shall be by lump sum. 39 b. Payment 40 1) The work performed and the materials furnished in accordance with this 41 Item shall be paid for at the lump sum price bid for "As -Built Survey". CITY OF FORT WORTH UTILITY CUT REPAIR STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CONTRACT 2 2023 Revised February 14, 2018 City Project No. UC-02 2023 mph 017123-2 CONSTRUCTION STAKING AND SURVEY Page 2 of 8 1 2) Payment for "Construction Staking" shall be made in partial payments 2 prorated by work completed compared to total work included in the lump sum 3 item. 4 c. The price bid shall include, but not be limited to the following:: 5 1) Field measurements and survey shots to identify location of completed 6 facilities. 7 2) Documentation and submittal of as -built survey data onto contractor redline 8 plans and digital survey files. 9 10 1.3 REFERENCES 11 A. Definitions 12 1. Construction Survey - The survey measurements made prior to or while 13 construction is in progress to control elevation, horizontal position, dimensions and 14 configuration of structures/improvements included in the Project Drawings. 15 2. As -built Survey —The measurements made after the construction of the 16 improvement features are complete to provide position coordinates for the features 17 of a project. 18 3. Construction Stakina — The placement of stakes and markings to provide offsets 19 and elevations to cut and fill in order to locate on the ground the designed 20 structures/improvements included in the Project Drawings. Construction staking 21 shall include staking easements and/or right of way if indicated on the plans. 22 4. Survey "Field Checks" — Measurements made after construction staking is 23 completed and before construction work begins to ensure that structures marked on 24 the ground are accurately located per Project Drawings. 25 B. Technical References 26 1. City of Fort Worth — Construction Staking Standards (available on City's Buzzsaw 27 website) — 01 71 23.16.01— Attachment A_Survey Staking Standards 28 2. City of Fort Worth - Standard Survey Data Collector Library (fxl) files (available 29 on City's Buzzsaw website). 30 3. Texas Department of Transportation (TxDOT) Survey Manual, latest revision 31 4. Texas Society of Professional Land Surveyors (TSPS), Manual of Practice for Land 32 Surveying in the State of Texas, Category 5 33 34 1.4 ADMINISTRATIVE REQUIREMENTS 35 A. The Contractor's selection of a surveyor must comply with Texas Government 36 Code 2254 (qualifications based selection) for this project. 37 1.5 SUBMITTALS 38 A. Submittals, if required, shall be in accordance with Section 01 33 00. 39 B. All submittals shall be received and reviewed by the City prior to delivery of work. 40 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS 41 A. Field Quality Control Submittals w P& w Wft CITY OF FORT WORTH UTILITY CUT REPAIR ow STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CONTRACT 2 2023 Revised February 14, 2018 City Project No. UC-02 2023 017123-3 CONSTRUCTION STAKING AND SURVEY Page 3 of 8 1 1. Documentation verifying accuracy of field engineering work, including coordinate 2 conversions if plans do not indicate grid or ground coordinates. 3 2. Submit "Cut -Sheets" conforming to the standard template provided by the City 4 (refer to 01 71 23.16.01— Attachment A — Survey Staking Standards). 5 1.7 CLOSEOUT SUBMITTALS 6 B. As -built Redline Drawing Submittal 7 1. Submit As -Built Survey Redline Drawings documenting the locations/elevations of 8 constructed improvements signed and sealed by Registered Professional Land 9 Surveyor (RPLS) responsible for the work (refer to 01 71 23.16.01 — Attachment A 10 — Survey Staking Standards) . 11 2. Contractor shall submit the proposed as -built and completed redline drawing 12 submittal one (1) week prior to scheduling the project final inspection for City 13 review and comment. Revisions, if necessary, shall be made to the as -built redline .� 14 drawings and resubmitted to the City prior to scheduling the construction final 15 inspection. 16 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 17 1.9 QUALITY ASSURANCE 18 A. Construction Staking 19 1. Construction staking will be performed by the Contractor. 20 2. Coordination 21 a. Contact City's Project Representative at least one week in advance notifying 22 the City of when Construction Staking is scheduled. 23 b. It is the Contractor's responsibility to coordinate staking such that 24 construction activities are not delayed or negatively impacted. 25 3. General 26 a. Contractor is responsible for preserving and maintaining stakes. If City 27 surveyors are required to re -stake for any reason, the Contractor will be 28 responsible for costs to perform staking. If in the opinion of the City, a 29 sufficient number of stakes or markings have been lost, destroyed disturbed or 30 omitted that the contracted Work cannot take place then the Contractor will be _ 31 required to stake or re -stake the deficient areas. 32 B. Construction Survey 33 1. Construction Survey will be performed by the Contractor. 34 2. Coordination 35 a. Contractor to verify that horizontal and vertical control data established in the 36 design survey and required for construction survey is available and in place. 37 3. General 38 a. Construction survey will be performed in order to construct the work shown 39 on the Construction Drawings and specified in the Contract Documents. 40 b. For construction methods other than open cut, the Contractor shall perform 41 construction survey and verify control data including, but not limited to, the 42 following: 43 1) Verification that established benchmarks and control are accurate. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised February 14, 2018 UTILITY CUT REPAIR CONTRACT 2 2023 City Project No. UC-02 2023 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 017123-4 CONSTRUCTION STAKING AND SURVEY Page 4 of 8 2) Use of Benchmarks to furnish and maintain all reference lines and grades for tunneling. 3) Use of line and grades to establish the location of the pipe. 4) Submit to the City copies of field notesused to establish all lines and grades, if requested, and allow the City to check guidance system setup prior to beginning each tunneling drive. 5) Provide access for the City, if requested, to verify the guidance system and the line and grade of the carrier pipe. 6) The Contractor remains fully responsible for the accuracy of the work and correction of it, as required. 7) Monitor line and grade continuously during construction. 8) Record deviation with respect to design line and grade once at each pipe joint and submit daily records to the City. 9) If the installation does not meet the specified tolerances (as outlined in Sections 33 05 23 and/or 33 05 24), immediately notify the City and correct the installation in accordance with the Contract Documents. C. As -Built Survey 1. Required As -Built Survey will be performed by the Contractor. 2. Coordination a. Contractor is to coordinate with City to confirm which features require as - built surveying. b. It is the Contractor's responsibility to coordinate the as -built survey and required measurements for items that are to be buried such that construction activities are not delayed or negatively impacted. c. For sewer mains and water mains 12" and under in diameter, it is acceptable to physically measure depth and mark the location during the progress of construction and take as -built survey after the facility has been buried. The Contractor is responsible for the quality control needed to ensure accuracy. 3. General a. The Contractor shall provide as -built survey including the elevation and location (and provide written documentation to the City) of construction features during the progress of the construction including the following: 1) 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 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised February 14, 2018 UTILITY CUT REPAIR CONTRACT 2 2023 City Project No. UC-02 2023 i PM rf MP w 4, i 017123-5 CONSTRUCTION STAKING AND SURVEY Page 5 of 8 1 b. The Contractor shall provide as -built survey including the elevation and 2 location (and provide written documentation to the City) of construction 3 features after the construction is completed including the following: 4 1) Manholes 5 a) Rim and flowline elevations and coordinates for each manhole 6 2) Water Lines 7 a) Cathodic protection test stations 8 b) Sampling stations 9 c) Meter boxes/vaults (All sizes) 10 d) Fire hydrants 11 e) Valves (gate, butterfly, etc.) 12 f) Air Release valves (Manhole rim and vent pipe) 13 g) Blow off valves (Manhole rim and valve lid) 14 h) Pressure plane valves 15 i) Underground Vaults 16 (1) Rim and flowline elevations and coordinates for each 17 Underground Vault. 18 3) Sanitary Sewer 19 a) Cleanouts 20 (1) Rim and flowline elevations and coordinates for each 21 b) Manholes and Junction Structures 22 (1) Rim and flowline elevations and coordinates for each 23 manhole and junction structure. 24 4) Stormwater — Not Applicable 25 1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED] 26 1.11 FIELD [SITE] CONDITIONS [NOT USED] 27 1.12 WARRANTY 28 PART 2 - PRODUCTS 29 A. A construction survey will produce, but will not be limited to: 30 1. Recovery of relevant control points, points of curvature and points of intersection. 31 2. Establish temporary horizontal and vertical control elevations (benchmarks) 32 sufficiently permanent and located in a manner to be used throughout construction. 33 3. The location of planned facilities, easements and improvements. 34 a. Establishing final line and grade stakes for piers, floors, grade beams, parking 35 areas, utilities, streets, highways, tunnels, and other construction. 36 b. A record of revisions or corrections noted in an orderly manner for reference. 37 c. A drawing, when required by the client, indicating the horizontal and vertical 38 location of facilities, easements and improvements, as built. 39 4. Cut sheets shall be provided to the City inspector and Survey Superintendent for all 40 construction staking projects. These cut sheets shall be on the standard city template 41 which can be obtained from the Survey Superintendent (817-392-7925). 42 5. Digital survey files in the following formats shall be acceptable: 43 a. AutoCAD (.dwg) 44 b. ESRI Shapefile (.shp) CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised February 14, 2018 UTILITY CUT REPAIR CONTRACT 2 2023 City Project No. UC-02 2023 Me 017123-6 CONSTRUCTION STAKING AND SURVEY Page 6 of 8 1 c. CSV file (.csv), formatted with X and Y coordinates in separate columns (use 2 standard templates, if available) 3 6. Survey files shall include vertical and horizontal data tied to original project 4 control and benchmarks, and shall include feature descriptions 5 PART 3 - EXECUTION 6 3.1 INSTALLERS 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 A. Tolerances: The staked location of any improvement or facility should be as accurate as practical and necessary. The degree of precision required is dependent on many factors all of which must remain judgmental. The tolerances listed hereafter are based on generalities and, under certain circumstances, shall yield to specific requirements. The surveyor shall assess any situation by review of the overall plans and through consultation with responsible parties as to the need for specific tolerances. a. Earthwork: Grades for earthwork or rough cut should not exceed 0.1 ft. vertical tolerance. Horizontal alignment for earthwork and rough cut should not exceed 1.0 ft. tolerance. b. Horizontal alignment on a structure shall be within .0.1 ft tolerance. c. Paving or concrete for streets, curbs, gutters, parking areas, drives, alleys and walkways shall be located within the confines of the site boundaries and, occasionally, along a boundary or any other restrictive line. Away from any restrictive line, these facilities should be staked with an accuracy producing no more than 0.05ft. tolerance from their specified locations. d. Underground and overhead utilities, such as sewers, gas, water, telephone and electric lines, shall be located horizontally within their prescribed areas or easements. Within assigned areas, these utilities should be staked with an accuracy producing no more than 0.1 ft tolerance from a specified location. e. The accuracy required for the vertical location of utilities varies widely. Many underground utilities require only a minimum cover and a tolerance of 0.1 ft. should be maintained. Underground and overhead utilities on planned profile, but not depending on gravity flow for performance, should not exceed 0.1 ft. tolerance. B. Surveying instruments shall be kept in close adjustment according to manufacturer's specifications or in compliance to standards. The City reserves the right to request a calibration report at any time and recommends regular maintenance schedule be performed by a certified technician every 6 months. 1. Field measurements of angles and distances shall be done in such fashion as to satisfy the closures and tolerances expressed in Part 3.1.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 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised February 14, 2018 UTILITY CUT REPAIR CONTRACT 2 2023 City Project No. UC-02 2023 OM r_� a" 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 017123-7 CONSTRUCTION STAKING AND SURVEY Page 7 of 8 3.2 EXAMINATION [NOT USED] 3.3 PREPARATION [NOT USED] 3.4 APPLICATION 3.5 REPAIR / RESTORATION A. If the Contractor's work damages or destroys one or more of the control monuments/points set by the City, the monuments shall be adequately referenced for expedient restoration. 1. Notify City if any control data needs to be restored or replaced due to damage caused during construction operations. a. Contractor shall perform replacements and/or restorations. b. The City may require at any time a survey "Field Check" of any monument or benchmarks that are set be verified by the City surveyors before further associated work can move forward. 3.6 RE -INSTALLATION [NOT USED] 3.7 FIELD [oR] SITE QUALITY CONTROL A. It is the Contractor's responsibility to maintain all stakes and control data placed by the City in accordance with this Specification. This includes easements and right of way, if noted on the plans. B. Do not change or relocate stakes or control data without approval from the City. 3.8 SYSTEM STARTUP A. Survey Checks 1. The City reserves the right to perform a Survey Check at any time deemed necessary. 2. Checks by City personnel or 3rd party contracted surveyor are not intended to relieve the contractor of his/her responsibility for accuracy. 3.9 ADJUSTING [NOT USED] 3.10 CLEANING [NOT USED] 3.11 CLOSEOUT ACTIVITIES [NOT USED] 3.12 PROTECTION [NOT USED] 3.13 MAINTENANCE [NOT USED] 3.14 ATTACHMENTS [NOT USED] END OF SECTION IRevision Log CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised February 14, 2018 UTILITY CUT REPAIR CONTRACT 2 2023 City Project No. UC-02 2023 M l 017123-8 CONSTRUCTION STAKING AND SURVEY Page 8 of 8 DATE NAME SUMMARY OF CHANGE 8/31/2012 D.Johnson Added instruction and modified measurement & payment under 1.2; added 8/31/2017 M. Owen definitions and references under 1.3; modified 1.6; added 1.7 closeout submittal requirements; modified 1.9 Quality Assurance; added PART 2 — PRODUCTS ; Added 3.1 Installers; added 3.5 Repair/Restoration; and added 3.8 System Startup. Removed "blue text"; revised measurement and payment sections for Construction Staking and As -Built Survey; added reference to selection compliance with TGC 2/14/2018 M Owen 2254; revised action and Closeout submittal requirements; added acceptable depth measurement criteria; revised list of items requiring as -built survey "during" and "after" construction; and revised acceptable digital survey file format CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised February 14, 2018 UTILITY CUT REPAIR CONTRACT 2 2023 City Project No. UC-02 2023 w OM ■.. 7w �.. 1 2 i w w M i M M i 3 PART1- GENERAL 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 017423-1 CLEANING Page 1 of 4 SECTION 0174 23 CLEANING 1.1 SUMMARY A. Section Includes: 1. Intermediate and final cleaning for Work not including special cleaning of closed systems specified elsewhere B. Deviations from this City of Fort Worth Standard Specification 1. None. C. Related Specification Sections include, but are not necessarily limited to: 1. Division 0 — Bidding Requirements, Contract Forms and Conditions of the Contract 2. Division 1 — General Requirements 3. Section 32 92 13 — Hydro -Mulching, Seeding and Sodding 1.2 PRICE AND PAYMENT PROCEDURES A. Measurement and Payment 1. Work associated with this Item is considered subsidiary to the various Items bid. No separate payment will be allowed for this Item. 1.3 REFERENCES [NOT USED] 1.4 ADMINISTRATIVE REQUIREMENTS A. Scheduling 1. Schedule cleaning operations so that dust and other contaminants disturbed by cleaning process will not fall on newly painted surfaces. 2. Schedule final cleaning upon completion of Work and immediately prior to final inspection. 1.5 SUBMITTALS [NOT USED] 1.6 ACTION SUBMITTALSANFORMATIONAL SUBMITTALS [NOT USED] 1.7 CLOSEOUT SUBMITTALS [NOT USED] 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 1.9 QUALITY ASSURANCE [NOT USED] 1.10 STORAGE, AND HANDLING A. Storage and Handling Requirements 1. Store cleaning products and cleaning wastes in containers specifically designed for those materials. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 UTILITY CUT REPAIR CONTRACT 2 2023 City Project No. UC-02 2023 017423-2 CLEANING Page 2 of 4 1 1.11 FIELD [SITE] CONDITIONS [NOT USED] 2 1.12 WARRANTY [NOT USED] 3 PART 2- PRODUCTS 4 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 2.1 OWNER -FURNISHED [oR] OWNER-SUPPLIEDPRODUCTS [NOT USED] 2.2 MATERIALS A. Cleaning Agents 1. Compatible with surface being cleaned 2. New and uncontaminated 3. For manufactured surfaces a. Material recommended by manufacturer 2.3 ACCESSORIES [NOT USED] 2.4 SOURCE QUALITY CONTROL [NOT USED] PART 3 - EXECUTION 3.1 INSTALLERS [NOT USED] 3.2 EXAMINATION [NOT USED] 3.3 PREPARATION [NOT USED] 3.4 APPLICATION [NOT USED] 3.5 REPAIR / RESTORATION [NOT USED] 3.6 RE -INSTALLATION [NOT USED] 3.7 FIELD [OR] SITE QUALITY CONTROL [NOT USED] 3.8 SYSTEM STARTUP [NOT USED] 3.9 ADJUSTING [NOT USED] 3.10 CLEANING A. General 1. Prevent accumulation of wastes that create hazardous conditions. 2. Conduct cleaning and disposal operations to comply with laws and safety orders of governing authorities. 3. Do not dispose of volatile wastes such as mineral spirits, oil or paint thinner in storm or sanitary drains or sewers. 4. Dispose of degradable debris at an approved solid waste disposal site. 5. Dispose of nondegradable debris at an approved solid waste disposal site or in an alternate manner approved by City and regulatory agencies. nw No i i i CITY OF FORT WORTH UTILITY CUT REPAIR i STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CONTRACT 2 2023 Revised July 1, 2011 City Project No. UC-02 2023 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 017423-3 CLEANING Page 3 of 4 6. Handle materials in a controlled manner with as few handlings as possible. 7. Thoroughly clean, sweep, wash and polish all Work and equipment associated with this project. 8. Remove all signs of temporary construction and activities incidental to construction of required permanent Work. 9. If project is not cleaned to the satisfaction of the City, the City reserves the right to have the cleaning completed at the expense of the Contractor. 10. Do not burn on -site. B. Intermediate Cleaning during Construction 1. Keep Work areas clean so as not to hinder health, safety or convenience of personnel in existing facility operations. 2. At maximum weekly intervals, dispose of waste materials, debris and rubbish. 3. Confine construction debris daily in strategically located container(s): a. Cover to prevent blowing by wind b. Store debris away from construction or operational activities c. Haul from site at a minimum of once per week 4. Vacuum clean interior areas when ready to receive finish painting. a. Continue vacuum cleaning on an as -needed basis, until Final Acceptance. 5. Prior to storm events, thoroughly clean site of all loose or unsecured items, which may become airborne or transported by flowing water during the storm. C. Interior Final Cleaning 1. Remove grease, mastic, adhesives, dust, dirt, stains, fingerprints, labels and other foreign materials from sight -exposed surfaces. 2. Wipe all lighting fixture reflectors, lenses, lamps and trims clean. 3. Wash and shine glazing and mirrors. 4. Polish glossy surfaces to a clear shine. 5. Ventilating systems a. Clean permanent filters and replace disposable filters if units were operated during construction. b. Clean ducts, blowers and coils if units were operated without filters during construction. 6. Replace all burned out lamps. 7. Broom clean process area floors. 8. Mop office and control room floors. D. Exterior (Site or Right of Way) Final Cleaning 1. Remove trash and debris containers from site. a. Re -seed areas disturbed by location of trash and debris containers in accordance with Section 32 92 13. 2. Sweep roadway to remove all rocks, pieces of asphalt, concrete or any other object that may hinder or disrupt the flow of traffic along the roadway. 3. Clean any interior areas including, but not limited to, vaults, manholes, structures, junction boxes and inlets. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 UTILITY CUT REPAIR CONTRACT 2 2023 City Project No. UC-02 2023 PM 017423-4 CLEANING Page 4 of 4 1 4. If no longer required for maintenance of erosion facilities, and upon approval by 2 City, remove erosion control from site. 3 5. Clean signs, lights, signals, etc. 4 3.11 CLOSEOUT ACTIVITIES [NOT USED] 5 3.12 PROTECTION [NOT USED] 6 3.13 MAINTENANCE [NOT USED] 7 3.14 ATTACHMENTS [NOT USED] 8 END OF SECTION 9 Revision Log DATE NAME SUMMARY OF CHANGE 10 CITY OF FORT WORTH UTILITY CUT REPAIR PM STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CONTRACT 2 2023 Revised July 1, 2011 City Project No. UC-02 2023 PM CITY OF FORT WORTH UTILITY CUT REPAIR PM STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CONTRACT 2 2023 Revised July 1, 2011 City Project No. UC-02 2023 PM 1 2 3 PART1- GENERAL 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 017719-1 CLOSEOUT REQUIREMENTS Page 1 of 3 SECTION 0177 19 CLOSEOUT REQUIREMENTS 1.1 SUMMARY A. Section Includes: 1. The procedure for closing out a contract B. Deviations from this City of Fort Worth Standard Specification 1. None. C. Related Specification Sections include, but are not necessarily limited to: 1. Division 0 —Bidding Requirements, Contract Forms and Conditions of the Contract 2. Division 1— General Requirements 1.2 PRICE AND PAYMENT PROCEDURES A. Measurement and Payment 1. Work associated with this Item is considered subsidiary to the various Items bid. No separate payment will be allowed for this Item. 1.3 REFERENCES [NOT USED] 1.4 ADMINISTRATIVE REQUIREMENTS A. Guarantees, Bonds and Affidavits 1. No application for final payment will be accepted until all guarantees, bonds, certificates, licenses and affidavits required for Work or equipment as specified are satisfactorily filed with the City. B. Release of Liens or Claims 1. No application for final payment will be accepted until satisfactory evidence of release of liens has been submitted to the City. 1.5 SUBMITTALS A. Submit all required documentation to City's Project Representative. 1.6 INFORMATIONAL SUBMITTALS [NOT USED] 1.7 CLOSEOUT SUBMITTALS [NOT USED] PART 2 - PRODUCTS [NOT USED] CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised March 22, 2021 UTILITY CUT REPAIR CONTRACT 2 2023 City Project No. UC-02 2023 a w 01 7719 - 2 CLOSEOUT REQUIREMENTS Page 2 of 3 1 PART 3 - EXECUTION 2 3.1 INSTALLERS [NOT USED] 3 3.2 EXAMINATION [NOT USED] 4 3.3 PREPARATION [NOT USED] 5 3.4 CLOSEOUT PROCEDURE 6 A. Prior to requesting Final Inspection, submit: 7 1. Project Record Documents in accordance with Section 01 78 39 8 2. Operation and Maintenance Data, if required, in accordance with Section 0178 23 9 B. Prior to requesting Final Inspection, perform final cleaning in accordance with Section 10 01 74 23. 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 C. Final Inspection 1. After final cleaning, provide notice to the City Project Representative that the Work is completed. a. The City will make an initial Final Inspection with the Contractor present. b. Upon completion of this inspection, the City will notify the Contractor, in writing within 10 business days, of any particulars in which this inspection reveals that the Work is defective or incomplete. 2. Upon receiving written notice from the City, immediately undertake the Work required to remedy deficiencies and complete the Work to the satisfaction of the City. 3. The Right-of-way shall be cleared of all construction materials, barricades, and temporary signage. 4. Upon completion of Work associated with the items listed in the City's written notice, inform the City that the required Work has been completed. Upon receipt of this notice, the City, in the presence of the Contractor, will make a subsequent Final Inspection of the project. 5. Provide all special accessories required to place each item of equipment in full operation. These special accessory items include, but are not limited to: a. Specified spare parts b. Adequate oil and grease as required for the first lubrication of the equipment c. Initial fill up of all chemical tanks and fuel tanks d. Light bulbs e. Fuses f. Vault keys g. Handwheels h. Other expendable items as required for initial start-up and operation of all equipment D. Notice of Project Completion 1. Once the City Project Representative finds the Work subsequent to Final Inspection to be satisfactory, the City will issue a Notice of Project Completion (Green Sheet). E. Supporting Documentation CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised March 22, 2021 UTILITY CUT REPAIR CONTRACT 2 2023 City Project No. UC-02 2023 pa MR 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 01 7719 -3 CLOSEOUT REQUIREMENTS Page 3 of 3 1. Coordinate with the City Project Representative to complete the following additional forms: a. Final Payment Request b. Statement of Contract Time c. Affidavit of Payment and Release of Liens d. Consent of Surety to Final Payment e. Pipe Report (if required) f. Contractor's Evaluation of City g. Performance Evaluation of Contractor F. Letter of Final Acceptance 1. Upon review and acceptance of Notice of Project Completion and Supporting Documentation, in accordance with General Conditions, City will issue Letter of Final Acceptance and release the Final Payment Request for payment. 3.5 REPAIR / RESTORATION [NOT USED] 3.6 RE -INSTALLATION [NOT USED] 3.7 FIELD [oR] SITE QUALITY CONTROL [NOT USED] 3.8 SYSTEM STARTUP [NOT USED] 3.9 ADJUSTING [NOT USED] 3.10 CLEANING [NOT USED] 3.11 CLOSEOUT ACTIVITIES [NOT USED] 3.12 PROTECTION [NOT USED] 3.13 MAINTENANCE [NOT USED] 3.14 ATTACHMENTS [NOT USED] END OF SECTION Revision Log DATE NAME SUMMARYOFCHANGE 3/22/2021 M Owen 3.4 C. Added language to clarify and emphasize requirement to "Clearing ROW' CFFY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised March 22, 2021 UTILITY CUT REPAIR CONTRACT 2 2023 City Project No. UC-02 2023 i 1 2 M .r No W PEW MR MP 3 PART1- GENERAL 4 1.1 SUMMARY 017823-1 OPERATION AND MAINTENANCE DATA Page 1 of 5 SECTION 0178 23 OPERATION AND MAINTENANCE DATA 5 A. Section Includes: 6 1. Product data and related information appropriate for City's maintenance and 7 operation of products furnished under Contract 8 2. Such products may include, but are not limited to: 9 a. Traffic Controllers 10 b. Irrigation Controllers (to be operated by the City) 11 c. Butterfly Valves 12 B. Deviations from this City of Fort Worth Standard Specification 13 1. None. 14 C. Related Specification Sections include, but are not necessarily limited to: 15 1. Division 0 — Bidding Requirements, Contract Forms and Conditions of the Contract 16 2. Division 1 — General Requirements 17 1.2 PRICE AND PAYMENT PROCEDURES 18 A. Measurement and Payment 19 1. Work associated with this Item is considered subsidiary to the various Items bid. 20 No separate payment will be allowed for this Item. 21 1.3 REFERENCES [NOT USED] 22 1.4 ADMINISTRATIVE REQUIREMENTS 23 A. Schedule 24 1. Submit manuals in final form to the City within 30 calendar days of product 25 shipment to the project site. 26 1.5 SUBMITTALS 27 A. Submittals shall be in accordance with Section 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'/z inches x 11 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 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised December 20, 2012 UTILITY CUT REPAIR CONTRACT 2 2023 City Project No. UC-02 2023 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 01 78 23 - 2 OPERATION AND MAINTENANCE DATA Page 2 of 5 d. Drawings 1) Provide reinforced punched binder tab, bind in with text 2) Reduce larger drawings and fold to size of text pages. e. Provide fly -leaf for each separate product, or each piece of operating equipment. 1) Provide typed description of product, and major component parts of equipment. 2) Provide indexed tabs. f. Cover 1) Identify each volume with typed or printed title "OPERATING AND MAINTENANCE INSTRUCTIONS". 2) List: a) Title of Project b) Identity of separate structure as applicable c) Identity of general subject matter covered in the manual 3. Binders a. Commercial quality 3-ring binders with durable and cleanable plastic covers b. When multiple binders are used, correlate the data into related consistent groupings. 4. If available, provide an electronic form of the O&M Manual. B. Manual Content 1. Neatly typewritten table of contents for each volume, arranged in systematic order a. Contractor, name of responsible principal, address and telephone number b. A list of each product required to be included, indexed to content of the volume c. List, with each product: 1) The name, address and telephone number of the subcontractor or installer 2) A list of each product required to be included, indexed to content of the volume 3) Identify area of responsibility of each 4) Local source of supply for parts and replacement d. Identify each product by product name and other identifying symbols as set forth in Contract Documents. 2. Product Data a. Include only those sheets which are pertinent to the specific product. b. Annotate each sheet to: 1) Clearly identify specific product or part installed 2) Clearly identify data applicable to installation 3) Delete references to inapplicable information 3. Drawings a. Supplement product data with drawings as necessary to clearly illustrate: 1) Relations of component parts of equipment and systems 2) Control and flow diagrams b. Coordinate drawings with information in Project Record Documents to assure correct illustration of completed installation. c. Do not use Project Record Drawings as maintenance drawings. 4. Written text, as required to supplement product data for the particular installation: a. Organize in consistent format under separate headings for different procedures. b. Provide logical sequence of instructions of each procedure. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised December 20, 2012 UTILITY CUT REPAIR CONTRACT 2 2023 City Project No. UC-02 2023 we UM A r.. a- EM W 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 017823-3 OPERATION AND MAINTENANCE DATA Page 3 of 5 5. Copy of each warranty, bond and service contract issued a. Provide information sheet for City personnel giving: 1) Proper procedures in event of failure 2) Instances which might affect validity of warranties or bonds C. Manual for Materials and Finishes 1. Submit 5 copies of complete manual in final form. 2. Content, for architectural products, applied materials and finishes: a. Manufacturer's data, giving full information on products 1) Catalog number, size, composition 2) Color and texture designations 3) Information required for reordering special manufactured products b. Instructions for care and maintenance 1) Manufacturer's recommendation for types of cleaning agents and methods 2) Cautions against cleaning agents and methods which are detrimental to product 3) Recommended schedule for cleaning and maintenance 3. Content, for moisture protection and weather exposure products: a. Manufacturer's data, giving full information on products 1) Applicable standards 2) Chemical composition 3) Details of installation b. Instructions for inspection, maintenance and repair D. Manual for Equipment and Systems 1. Submit 5 copies of complete manual in final form. 2. Content, for each unit of equipment and system, as appropriate: a. Description of unit and component parts 1) Function, normal operating characteristics and limiting conditions 2) Performance curves, engineering data and tests 3) Complete nomenclature and commercial number of replaceable parts b. Operating procedures 1) Start-up, break-in, routine and normal operating instructions 2) Regulation, control, stopping, shut -down and emergency instructions 3) Summer and winter operating instructions 4) Special operating instructions c. Maintenance procedures 1) Routine operations 2) Guide to "trouble shooting" 3) Disassembly, repair and reassembly 4) Alignment, adjusting and checking d. Servicing and lubrication schedule 1) List of lubricants required e. Manufacturer's printed operating and maintenance instructions f. Description of sequence of operation by control manufacturer 1) Predicted life of parts subject to wear 2) Items recommended to be stocked as spare parts g. As installed control diagrams by controls manufacturer h. Each contractor's coordination drawings 1) As installed color coded piping diagrams CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised December 20, 2012 UTILITY CUT REPAIR CONTRACT 2 2023 City Project No. UC-02 2023 MF 01 78 23 - 4 OPERATION AND MAINTENANCE DATA Page 4 of 5 1 i. Charts of valve tag numbers, with location and function of each valve 2 j. List of original manufacturer's spare parts, manufacturer's current prices, and 3 recommended quantities to be maintained in storage 4 k. Other data as required under pertinent Sections of Specifications 5 3. Content, for each electric and electronic system, as appropriate: 6 a. Description of system and component parts 7 1) Function, normal operating characteristics, and limiting conditions 8 2) Performance curves, engineering data and tests 9 3) Complete nomenclature and commercial number of replaceable parts 10 b. Circuit directories of panelboards 11 1) Electrical service 12 2) Controls 13 3) Communications 14 c. As installed color coded wiring diagrams 15 d. Operating procedures 16 1) Routine and normal operating instructions 17 2) Sequences required 18 3) Special operating instructions 19 e. Maintenance procedures 20 1) Routine operations 21 2) Guide to "trouble shooting" 22 3) Disassembly, repair and reassembly 23 4) Adjustment and checking 24 f. Manufacturer's printed operating and maintenance instructions 25 g. List of original manufacturer's spare parts, manufacturer's current prices, and 26 recommended quantities to be maintained in storage 27 h. Other data as required under pertinent Sections of Specifications 28 4. Prepare and include additional data when the need for such data becomes apparent 29 during instruction of City's personnel. 30 1.7 CLOSEOUT SUBMITTALS [NOT USED] 31 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 32 1.9 QUALITY ASSURANCE 33 A. Provide operation and maintenance data by personnel with the following criteria: 34 1. Trained and experienced in maintenance and operation of described products 35 2. Skilled as technical writer to the extent required to communicate essential data 36 3. Skilled as draftsman competent to prepare required drawings CITY OF FORT WORTH UTILITY CUT REPAIR STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CONTRACT 2 2023 Revised December 20, 2012 City Project No. UC-02 2023 r+ PM FM 017823-5 OPERATION AND MAINTENANCE DATA Page 5 of 5 1 1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED] ` 2 1.11 FIELD [SITE] CONDITIONS [NOT USED] 3 1.12 WARRANTY [NOT USED] i 4 PART 2 - PRODUCTS [NOT USED] 5 PART 3 - EXECUTION [NOT USED] 6 END OF SECTION 7 Revision Log DATE NAME SUMMARY OF CHANGE 8/31/2012 D. Johnson 1.5.A.1— title of section removed 8 i M MM CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised December 20, 2012 UTILITY CUT REPAIR CONTRACT 2 2023 City Project No. UC-02 2023 MW d" a p, 017839-1 PROJECT RECORD DOCUMENTS Page 1 of 4 I SECTION 0178 39 2 PROJECT RECORD DOCUMENTS 3 PART1- GENERAL 4 1.1 SUMMARY 5 A. Section Includes: 6 1. Work associated with the documenting the project and recording changes to project 7 documents, including: 8 a. Record Drawings 9 b. Water Meter Service Reports 10 c. Sanitary Sewer Service Reports 11 d. Large Water Meter Reports 12 B. Deviations from this City of Fort Worth Standard Specification 13 1. None. 14 C. Related Specification Sections include, but are not necessarily limited to: 15 1. Division 0 — Bidding Requirements, Contract Forms and Conditions of the Contract 16 2. Division 1 — General Requirements 17 1.2 PRICE AND PAYMENT PROCEDURES 18 A. Measurement and Payment 19 1. Work associated with this Item is considered subsidiary to the various Items bid. 20 No separate payment will be allowed for this Item. 21 1.3 REFERENCES [NOT USED] 22 1.4 ADMINISTRATIVE REQUIREMENTS [NOT USED] 23 1.5 SUBMITTALS 24 A. Prior to submitting a request for Final Inspection, deliver Project Record Documents to 25 City's Project Representative. 26 1.6 ACTION 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. 34 2. Accuracy of records shall be such that future search for items shown in the Contract 35 Documents may rely reasonably on information obtained from the approved Project 36 Record Documents. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 UTILITY CUT REPAIR CONTRACT 2 2023 City Project UC-02 2023 w 01 78 39 - 2 PROJECT RECORD DOCUMENTS Page 2 of 4 1 3. To facilitate accuracy of records, make entries within 24 hours after receipt of 2 information that the change has occurred. 3 4. Provide factual information regarding all aspects of the Work, both concealed and 4 visible, to enable future modification of the Work to proceed without lengthy and 5 expensive site measurement, investigation and examination. 6 1.10 STORAGE AND HANDLING 7 A. Storage and Handling Requirements 8 1. Maintain the job set of Record Documents completely protected from deterioration 9 and from loss and damage until completion of the Work and transfer of all recorded 10 data to the final Project Record Documents. 11 2. In the event of loss of recorded data, use means necessary to again secure the data 12 to the City's approval. 13 a. In such case, provide replacements to the standards originally required by the 14 Contract Documents. 15 1.11 FIELD [SITE] CONDITIONS [NOT USED] 16 1.12 WARRANTY [NOT USED] 17 PART 2 - PRODUCTS 18 2.1 OWNER -FURNISHED (OR] OWNER -SUPPLIED PRODUCTS [NOT USED] 19 2.2 RECORD DOCUMENTS 20 A. Job set 21 1. Promptly following receipt of the Notice to Proceed, secure from the City, at no 22 charge to the Contractor, 1 complete set of all Documents comprising the Contract. 23 B. Final Record Documents 24 1. At a time nearing the completion of the Work and prior to Final Inspection, provide 25 the City 1 complete set of all Final Record Drawings in the Contract. 26 2.3 ACCESSORIES [NOT USED] 27 2.4 SOURCE QUALITY CONTROL [NOT USED] 28 PART 3 - EXECUTION 29 3.1 INSTALLERS [NOT USED] 30 3.2 EXAMINATION [NOT USED] 31 3.3 PREPARATION [NOT USED] 32 3.4 MAINTENANCE DOCUMENTS 33 A. Maintenance of Job Set 34 1. Immediately upon receipt of the job set, identify each of the Documents with the 35 title, "RECORD DOCUMENTS - JOB SET". CITY OF FORT WORTH UTILITY CUT REPAIR STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CONTRACT 2 2023 Revised July 1, 2011 City Project UC-02 2023 an w 017839-3 PROJECT RECORD DOCUMENTS Page 3 of 4 1 2. Preservation 2 a. Considering the Contract completion time, the probable number of occasions 3 upon which the job set must be taken out for new entries and for examination, 4 and the conditions under which these activities will be performed, devise a 5 suitable method for protecting the job set. 6 b. Do not use the job set for any purpose except entry of new data and for review 7 by the City, until start of transfer of data to final Project Record Documents. 8 c. Maintain the job set at the site of work. 9 3. Coordination with Construction Survey 10 a. At a minimum, in accordance with the intervals set forth in Section 01 71 23, 11 clearly mark any deviations from Contract Documents associated with 12 installation of the infrastructure. 13 4. Making entries on Drawings 14 a. Record any deviations from Contract Documents. 15 b. Use an erasable colored pencil (not ink or indelible pencil), clearly describe the 16 change by graphic line and note as required. 17 c. Date all entries. 18 d. Call attention to the entry by a "cloud" drawn around the area or areas affected. 19 e. In the event of overlapping changes, use different colors for the overlapping 20 changes. 21 5. Conversion of schematic layouts 22 a. In some cases on the Drawings, arrangements of conduits, circuits, piping, 23 ducts, and similar items, are shown schematically and are not intended to 24 portray precise physical layout. 25 1) Final physical arrangement is determined by the Contractor, subject to the 26 City's approval. 27 2) However, design of future modifications of the facility may require 28 accurate information as to the final physical layout of items which are 29 shown only schematically on the Drawings. 30 b. Show on the job set of Record Drawings, by dimension accurate to within 1 31 inch, the centerline of each run of items. 32 1) Final physical arrangement is determined by the Contractor, subject to the 33 City's approval. 34 2) Show, by symbol or note, the vertical location of the Item ("under slab", "in 35 ceiling plenum", "exposed", and the like). 36 3) Make all identification sufficiently descriptive that it may be related 37 reliably to the Specifications. 38 c. The City may waive the requirements for conversion of schematic layouts 39 where, in the City's judgment, conversion serves no useful purpose. However, 40 do not rely upon waivers being issued except as specifically issued in writing 41 by the City. 42 B. Final Project Record Documents 43 1. Transfer of data to Drawings ,W 44 a. Carefully transfer change data shown on the job set of Record Drawings to the 45 corresponding final documents, coordinating the changes as required. 46 b. Clearly indicate at each affected detail and other Drawing a full description of 47 changes made during construction, and the actual location of items. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 UTILITY CUT REPAIR CONTRACT 2 2023 City Project UC-02 2023 M .* 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 017839-4 PROJECT RECORD DOCUMENTS Page 4 of 4 c. Call attention to each entry by drawing a "cloud" around the area or areas affected. d. Make changes neatly, consistently and with the proper media to assure longevity and clear reproduction. 2. Transfer of data to other Documents a. If the Documents, other than Drawings, have been kept clean during progress of the Work, and if entries thereon have been orderly to the approval of the City, the job set of those Documents, other than Drawings, will be accepted as final Record Documents. b. If any such Document is not so approved by the City, secure a new copy of that Document from the City at the City's usual charge for reproduction and handling, and carefully transfer the change data to the new copy to the approval of the City. 3.5 REPAIR / RESTORATION [NOT USED] 3.6 RE -INSTALLATION [NOT USED] 3.7 FIELD loR] SITE QUALITY CONTROL [NOT USED] 3.8 SYSTEM STARTUP [NOT USED] 3.9 ADJUSTING [NOT USED] 3.10 CLEANING [NOT USED] 3.11 CLOSEOUT ACTIVITIES [NOT USED] 3.12 PROTECTION [NOT USED] 3.13 MAINTENANCE [NOT USED] 3.14 ATTACHMENTS [NOT USED] END OF SECTION Revision Log DATE NAME SUMMARY OF CHANGE CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 UTILITY CUT REPAIR CONTRACT 2 2023 City Project UC-02 2023 OW OM i M i W w ft 04 1 2 0241 14 - 1 UTILITY REMOVALABANDONMENT Page I of 17 OSECTION 02 4114 UTILITY REMOVAL/ABANDONMENT 3 PART1- GENERAL 4 1.1 SUMMARY 5 6 7 8 9 1.0 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 A. Section Includes: 1. Direction for the removal, abandonment or salvaging of the following utilities: a. Cathodic Protection Test Stations b. Water Lines c. Gate Valves d. Water Valves e. Fire Hydrants f. Water Meters and Meter Box g. Water Sampling Station h. Concrete Water Vaults i. Sanitary Sewer Lines j. Sanitary Sewer Manholes k. Sanitary Sewer Junction Boxes 1. Storm Sewer Lines m. Storm Sewer Manhole Risers n. Storm Sewer Junction Boxes o. Storm Sewer Inlets p. Box Culverts q. Headwalls and Safety End Treatments r. Trench Drains B. Deviations from this City of Fort Worth Standard Specification 1. UTILITY ADD TSTMENT- This item is included for the basic purpose of establishing a contract price which will be comparable to the final cost of making necessary adjustments required due to utility cut repairs to water, sanitary sewer, natural gas service lines and appurtenances including irrigation lines (sprinkler systems), etc. where such lines and appurtenances are the property owner's responsibility to maintain. An arbitrary figure has been placed in the Proposal; however, this does not guarantee any payment for utility adjustments, neither does it confine utility adjustments to the amount shown in the Proposal. It shall be the contractor's responsibility to provide the services of a licensed plumber to make the utility adjustments determined necessary by the engineer. No payment will be made for utility adjustments except those adjustments determined necessary by the engineer. Should the contractor damage service lines due to his negligence, where such lines would not have required adjustment or repair otherwise, the lines shall be repaired or adjusted by the contractor at the contractor's expense. The payment to the contractor for utility adjustments shall be the actual cost of the adjustments plus ten percent (10%) to cover the cost of bond and overhead incurred by the contractor in handling the utility adjustments. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised December 20, 2012 UTILITY CUT REPAIR CONTRACT 2 2023 City Project No. UC-02 2023 ps W 0241 14-2 UTILITY REMOVAL/ABANDONMENT Page 2 of 17 1 C. Related Specification Sections include, but are not necessarily limited to: 2 1. Division 0 — Bidding Requirements, Contract Forms and Conditions of the Contract 3 2. Division 1 — General Requirements 4 3. Section 03 34 13 — Controlled Low Strength Material (CLSM) 5 4. Section 33 05 10 — Utility Trench Excavation, Embedment and Backfill 6 5. Section 33 05 24 — Installation of Carrier Pipe in Casing or Tunnel Liner Plate 7 6. Section 33 11 11 — Ductile Iron Fittings 8 7. Section 33 11 13 — Concrete Pressure Pipe, Bar -wrapped, Steel Cylinder Type 9 8. Section 33 11 14 — Buried Steel Pipe and Fittings 10 9. Section 33 12 25 — Connection to Existing Water Mains 11 1.2 PRICE AND PAYMENT PROCEDURES 12 A. Utility Lines 13 1. Abandonment of Utility Line by Grouting 14 a. Measurement 15 1) Measurement for this Item shall be per cubic yard of existing utility line to 16 be grouted. Measure by tickets showing cubic yards of grout applied. 17 b. Payment 18 1) The work performed and materials furnished in accordance with this Item 19 and measured as provided under "Measurement" shall be paid for at the 20 unit price per cubic yard of "Line Grouting" for: 21 a) Various types of utility line 22 c. The price bid shall include: 23 1) Low density cellular grout or CLSM 24 2) Water 25 3) Pavement removal 26 4) Excavation 27 5) Hauling 28 6) Disposal of excess materials 29 7) Furnishing, placement and compaction of backfill 30 8) Clean-up 31 2. Utility Line Removal, Separate Trench 32 a. Measurement 33 1) Measurement for this Item shall be per linear foot of existing utility line to 34 be removed. 35 b. Payment 36 1) The work performed and materials furnished in accordance with this Item 37 and measured as provided under "Measurement" shall be paid for at the 38 unit price bid per linear foot of "Remove Line" for: 39 a) Various types of existing utility line 40 b) Various sizes 41 c. The price bid shall include: 42 1) Removal and disposal of existing utility pipe 43 2) Pavement removal 44 3) Excavation 45 4) Hauling 46 5) Disposal of excess materials CITY OF FORT WORTH UTILITY CUT REPAIR STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CONTRACT 2 2023 Revised December 20, 2012 City Project No. UC-02 2023 i i M W w P1 in do M ohm ON M f . ■ 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 - 3 UTILITY REMOVAL/ABANDONMENT Page 3 of 17 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 a. Measurement 1) Measurement for this Item will be per each manhole to be abandoned. 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 "Abandon Manhole" for: a) Various diameters b) Various types c. The price bid shall include: 1) Removal and disposal of manhole cone 2) Removal, salvage and delivery of frame and cover to City, if applicable 3) Cutting and plugging of existing sewer lines 4) Concrete 5) Acceptable material for backfilling manhole void 6) Pavement removal 7) Excavation 8) Hauling 9) Disposal of excess materials 10) Furnishing, placement and compaction of backfill 11) Surface restoration 12) Clean-up 5. Cathodic Test Station Abandonment a. Measurement 1) Measurement for this Item will be per each cathodic test station to be abandoned. 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 "Abandon Cathodic Test Station". c. The price bid shall include: 1) Abandon cathodic test station 2) CLSM 3) Pavement removal 4) Excavation 5) Hauling 6) Disposal of excess materials 7) Furnishing, placement and compaction of backfill 8) Clean-up CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised December 20, 2012 UTILITY CUT REPAIR CONTRACT 2 2023 City Project No. UC-02 2023 R 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 024114-4 UTILITY REMOVAUABANDONMENT Page 4 of 17 B. Water Lines and Appurtenances 1. Installation of a Water Line Pressure Plug a. Measurement 1) Measurement for this Item shall be per each pressure plug to be 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 "Pressure Plug" installed for: a) Various sizes c. The price bid shall include: 1) Furnishing and installing pressure plug 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 Item 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 measured as provided under "Measurement" shall be paid for at the unit price bid per each "Remove Water Valve" for: a) Various sizes c. The price bid shall include: CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised December 20, 2012 UTILITY CUT REPAIR CONTRACT 2 2023 City Project No. UC-02 2023 OW EM w W ft M a 024114-5 UTILITY REMOVAUABANDONMENT Page 5 of 17 1 1) Removal and disposal of valve 2 2) CLSM 3 3) Pavement removal 4 4) Excavation 5 5) Hauling _ 6 6) Disposal of excess materials 7 7) Furnishing, placement and compaction of backfill 8 8) Clean-up 9 4. Water Valve Removal and Salvage 10 a. Measurement 11 1) Measurement for this Item will be per each water valve to be removed and 12 salvaged. 13 b. Payment 14 1) The work performed and materials furnished in accordance with this Item _T 15 and measured as provided under "Measurement" shall be paid for at the 16 unit price bid per each "Salvage Water Valve" for: 17 a) Various sizes 18 c. The price bid shall include: 19 1) Removal and Salvage of valve 20 2) CLSM 21 3) Delivery to City 22 4) Pavement removal 23 5) Excavation 24 6) Hauling 25 7) Disposal of excess materials 26 8) Furnishing, placement and compaction of backfill 27 9) Clean-up 28 5. Water Valve Abandonment R 29 a. Measurement 30 1) Measurement for this Item will be per each Water valve to be abandoned. 31 b. Payment 32 1) The work performed and materials furnished in accordance with this Item 33 and measured as provided under "Measurement" shall be paid for at the 34 unit price bid per each "Abandon Water Valve" for: _ 35 a) Various Sizes 36 c. The price bid shall include: 37 1) Abandonment of valve 38 2) CLSM 39 3) Pavement removal 40 4) Excavation 41 5) Hauling " 42 6) Disposal of excess materials 43 7) Furnishing, placement and compaction of backfill 44 8) Clean-up 45 6. Fire Hydrant Removal and Salvage 46 a. Measurement 47 1) Measurement for this Item will be per each fire hydrant to be removed. 48 b. Payment CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised December 20, 2012 UTILITY CUT REPAIR CONTRACT 2 2023 City Project No. UC-02 2023 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 024114-6 UTILITY REMOVAI/ABANDONMENT Page 6 of 17 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 Fire Hydrant'. c. The price bid shall include: 1) Removal and salvage of fire hydrant 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 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'. c. The price bid shall include: 1) Removal and salvage of water sampling station 2) Delivery to City 3) Pavement removal 4) Excavation 5) Hauling 6) Disposal of excess materials CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised December 20, 2012 UTILITY CUT REPAIR CONTRACT 2 2023 City Project No. UC-02 2023 i i 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 - 7 UTILITY REMOVALABANDONMENT Page 7 of 17 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". c. The price bid shall include: 1) Removal and disposal of concrete water vault 2) Removal, salvage and delivery of frame and cover to City, if applicable 3) Removal, salvage and delivery of any valves to City, if applicable 4) Removal, salvage and delivery of any water meters to City, if applicable 5) Pavement removal 6) Excavation 7) Hauling 8) Disposal of excess materials 9) Furnishing, placement and compaction of backfill 10) Clean-up C. Sanitary Sewer Lines and Appurtenances 1. Abandonment of Sanitary Sewer Line by Cut and installation of Abandonment Plug a. Measurement 1) Measurement for this Item 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 "Sewer Abandonment Plug" 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. Sanitary Sewer Manhole Removal a. Measurement 1) Measurement for this Item will be per each sanitary 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 Sewer Manhole" for: a) Various diameters CITY OF FORT WORTH UTILITY CUT REPAIR STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CONTRACT 2 2023 Revised December 20, 2012 City Project No. UC-02 2023 NP 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 - 8 UTILITY REMOVAUABANDONMENT Page 8 of 17 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) Cutting and plugging of existing sewer lines 4) Pavement removal 5) Excavation 6) Hauling 7) Disposal of excess materials 8) Furnishing, placement and compaction of backfill 9) Clean-up 3. Sanitary Sewer Junction Structure Removal 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 furnished in accordance with this Item and measured 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 of backfill 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 under "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 CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised December 20, 2012 UTILITY CUT REPAIR CONTRACT 2 2023 City Project No. UC-02 2023 r r, r-� WN IM M MM i MW i MER 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 9 of 17 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 5) Hauling 6) Disposal of excess materials 7) Furnishing, placement and compaction of backfill 8) Clean-up 3. Storm Sewer Junction Box Removal a. Measurement 1) Measurement for this Item will be per each storm sewer junction structure 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 Storm Junction Box" for: a) Various sizes c. The price bid shall include: 1) Removal and disposal of junction box 2) Removal, salvage and delivery of frame and cover to City, if applicable 3) Pavement removal 4) Excavation 5) Hauling 6) Disposal of excess materials 7) Furnishing, placement and compaction of backfill 8) Clean-up 4. Storm Sewer Junction Structure Removal a. Measurement 1) Measurement for this Item will be per each storm sewer junction structure being 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 lump sum bid per each "Remove Storm Junction Structure" location. c. The price bid shall include: 1) Removal and disposal of junction structure 2) Removal, salvage and delivery of frame and cover to City, if applicable 3) Pavement removal 4) Excavation 5) Hauling 6) Disposal of excess materials CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised December 20, 2012 UTILITY CUT REPAIR CONTRACT 2 2023 City Project No. UC-02 2023 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 -10 UTILITY REMOVAUABANDONMENT Page 10 of 17 7) Furnishing, placement and compaction of backfill 8) Clean-up 5. Storm Sewer Inlet Removal a. Measurement 1) Measurement for this Item will be per each storm sewer inlet 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 Storm Inlet" for: a) Various types b) Various sizes 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 storm sewer box 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 Storm Junction Box" for all sizes. c. The price bid shall include: 1) Removal and disposal of Storm 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 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 Headwall/SET". c. The price bid shall include: 1) Removal and disposal of Headwall/SET 2) Pavement removal 3) Excavation 4) Hauling CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised December 20, 2012 UTILITY CUT REPAIR CONTRACT 2 2023 City Project No. UC-02 2023 i OM W. i R R R 0241 14 - 11 UTILITY REMOVALABANDONMENT Page 11 of 17 1 5) Disposal of excess materials 2 6) Furnishing, placement and compaction of backfill 3 7) Clean-up 4 8. Trench Drain Removal 5 a. Measurement 6 1) Measurement for this Item shall be per linear foot of storm sewer trench 7 drain to be removed. 8 b. Payment 9 1) The work performed and materials furnished in accordance with this Item 10 and measured as provided under "Measurement" shall be paid for at the 11 unit price bid per linear foot of "Remove Trench Drain" for: 12 a) Various sizes 13 c. The price bid shall include: 14 1) Removal and disposal of storm sewer line 15 2) Pavement removal 16 3) Excavation 17 4) Hauling 18 5) Disposal of excess materials 19 6) Furnishing, placement and compaction of backfill 20 7) Clean-up 21 1.3 REFERENCES [NOT USED] 22 1.4 ADMINISTRATIVE REQUIREMENTS 23 A. Coordination 24 1. Contact Inspector and the Water Department Field Operation Storage Yard for 25 coordination of salvage material return. 26 1.5 SUBMITTALS [NOT USED] 27 1.6 ACTION SUBMITTALSANFORMATIONAL SUBMITTALS [NOT USED] 28 1.7 CLOSEOUT SUBMITTALS [NOT USED] 29 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 30 1.9 QUALITY ASSURANCE [NOT USED] 31 1.10 DELIVERY, STORAGE, AND HANDLING 32 A. Storage and Handling Requirements 33 1. Protect and salvage all materials such that no damage occurs during delivery to the 34 City. CITY OF FORT WORTH UTILITY CUT REPAIR STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CONTRACT 2 2023 Revised December 20, 2012 City Project No. UC-02 2023 0241 14 - 12 UTILITY REMOVAUABANDONMENT 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 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 PART 3 - EXECUTION 3.1 INSTALLERS [NOT USED] 3.2 EXAMINATION [NOT USED] 3.3 PREPARATION [NOT USED] 3.4 REMOVAL, SALVAGE, AND ABANDONMENT 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. Backfill 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 UTILITY CUT REPAIR STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CONTRACT 2 2023 Revised December 20, 2012 City Project No. UC-02 2023 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 M 0241 14-13 UTILITY REMOVAIJABANDONMENT Page 13 of 17 b) A blind flange in accordance with Section 33 11 13 3) Perform Cut and Plug in accordance with Section 33 12 25. d. Buried Steel Water Lines 1) Excavate, embed, and backfill in accordance with Section 33 05 10. 2) Plug using: a) A fabricated plug restrained by welding in accordance with Section 33 11 14; or b) A blind flange in accordance with Section 33 11 14 3) Perform Cut and Plug in accordance with Section 33 12 25. 2. Water Line Abandonment Plug a. Excavate and backfill in accordance with Section 33 05 10. b. Plug with CLSM in accordance with Section 03 34 13. 3. Water Line Abandonment by Grouting a. Excavate and backfill in accordance with Section 33 05 10. b. Dewater from 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. 4. Water 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 pipe line and properly dispose as approved by City. 5. Water Valve Removal a. Excavate and backfill in accordance with Section 33 05 10. b. Remove and dispose of valve bonnet, wedge and stem. c. Fill valve body with CLSM in accordance with Section 03 34 13. 6. Water Valve Removal and Salvage a. Excavate and backfill in accordance with Section 33 05 10. b. Remove valve bonnet, wedge and stem. c. Deliver salvaged material to the Water Department Field Operation Storage Yard. d. Protect salvaged materials from damage. e. Fill valve body with CLSM in accordance with Section 03 34 13. 7. Water Valve Abandonment a. Excavate and backfill in accordance with Section 33 05 10. b. Remove the top 2 feet of the valve stack and any valve extensions. c. Fill the remaining valve stack with CLSM in accordance with Section 03 34 13. 8. Fire Hydrant Removal and Salvage a. Excavate and backfill in accordance with Section 33 05 10. b. Remove Fire Hydrant. c. Place abandonment plug on fire hydrant lead line. d. Deliver salvaged fire hydrant to the Water Department Field Operation Storage Yard. e. Protect salvaged materials from damage. 9. Water Meter Removal and Salvage a. Remove and salvage water meter. b. Return salvaged meter to Project Representative. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised December 20, 2012 UTILITY CUT REPAIR CONTRACT 2 2023 City Project No. UC-02 2023 0241 14-14 UTILITY REMOVAUABANDONMENT Page 14 of 17 1 c. City will provide replacement meter for installation. 2 d. Meter Box and Lid 3 1) Remove and salvage cast iron meter box lid. 4 2) Remove and dispose of any non -cast iron meter box lid. 5 3) Return salvaged material to the Water Department Field Operation Storage 6 Yard. 7 4) Remove and dispose of meter box. 8 10. Water Sample Station Removal and Salvage 9 a. Remove and salvage existing water sample station. 10 b. Deliver salvaged material to the Water Department Field Operation Storage 11 Yard. 12 11. Concrete Water Vault Removal 13 a. Excavate and backfill in accordance with Section 33 05 10. 14 b. Remove and salvage vault lid. 15 c. Remove and salvage valves. 16 d. Remove and salvage meters. 17 e. Deliver salvaged material to the Water Department Field Operation Storage 18 Yard. 19 f. Remove and dispose of any piping or other appurtenances. 20 g. Demolish and remove entire concrete vault. 21 h. Dispose of all excess materials. 22 12. Cathodic Test Station Abandonment 23 a. Excavate and backfill in accordance with Section 33 05 10 24 b. Remove the top 2 feet of the cathodic test station stack and contents. 25 c. Fill any remaining voids with CLSM in accordance with Section 03 34 13. 26 C. Sanitary Sewer Lines and Appurtenances 27 1. Sanitary Sewer Line Abandonment Plug 28 a. Excavate and backfill in accordance with Section 33 05 10. 29 b. Remove and dispose of any sewage. 30 c. Plug with CLSM in accordance with Section 03 34 13. 31 2. Sanitary Sewer Line Abandonment by Grouting 32 a. Excavate and backfill in accordance with Section 33 05 10. 33 b. Dewater and dispose of any sewage from the existing line to be grouted. 34 c. Fill line with Low Density Cellular Grout in accordance with Section 33 05 24 35 or CLSM in accordance with 03 34 13. 36 d. Dispose of any excess material. 37 3. Sanitary Sewer Line Removal 38 a. Excavate and backfill in accordance with Section 33 05 10. 39 b. Cut existing line from the utility system prior to removal. 40 c. Cut any services prior to removal. 41 d. Remove existing pipe line and properly dispose as approved by City. 42 4. Sanitary Sewer Manholes Removal 43 a. All sanitary sewer manholes that are to be taken out of service are to be 44 removed unless specifically requested and/or approved by City. 45 b. Excavate and backfill in accordance with Section 33 05 10. 46 c. Remove and salvage manhole frame and cover. 47 d. Deliver salvaged material to the Water Department Field Operation Storage. 48 e. Demolish and remove entire concrete manhole. CITY OF FORT WORTH UTILITY CUT REPAIR STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CONTRACT 2 2023 Revised December 20, 2012 City Project No. UC-02 2023 1 2 3 4 wr 5 6 7 d" 8 9 10 11 12 13 14 15 16 17 18 19 20 i 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 0241 14-15 UTILITY REMOVAL/ABANDONMENT Page 15 of 17 f. Cut and plug sewer lines to be abandoned. 5. Sanitary Sewer Junction Structure Removal a. Excavate and backfill in accordance with Section 33 05 10. b. Remove and salvage manhole frame and cover. c. Deliver salvaged material to the Water Department Field Operation Storage. d. Demolish and remove entire concrete manhole. e. Cut and plug sewer lines to be abandoned. D. Storm Sewer Lines and Appurtenances 1. Storm Sewer Abandonment Plug a. Excavate and backfill in accordance with Section 33 05 10. b. Dewater line. c. Plug with CLSM in accordance with Section 03 34 13. 2. Storm Sewer Line Abandonment by Grouting a. Excavate and backfill in accordance with Section 33 05 10. b. Dewater 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. 3. Storm Sewer Line Removal a. Excavate and backfill in accordance with Section 33 05 10. b. Remove existing pipe line and properly dispose as approved by City. 4. Storm Sewer Manhole Removal a. All storm sewer 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. Demolish and remove entire concrete manhole. d. Cut and plug storm sewer lines to be abandoned. 5. Storm Sewer Junction Box and/or Junction Structure Removal a. Excavate and backfill in accordance with Section 33 05 10. b. Demolish and remove entire concrete structure. c. Cut and plug storm sewer lines to be abandoned. 6. Storm Sewer Inlet 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. 7. Storm Sewer Box 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 pipe line and properly dispose as approved by City. 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. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised December 20, 2012 UTILITY CUT REPAIR CONTRACT 2 2023 City Project No. UC-02 2023 M w 1 2 3 4 5 6 7 8 9 10 11 0241 14 -16 UTILITY REMOVAUABANDONMENT Page 16 of 17 3.5 REPAIR / RESTORATION [NOT USED] 3.6 RE -INSTALLATION [NOT USED] 3.7 FIELD [OR] 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 USED] 3.14 ATTACHMENTS [NOT USED] CITY OF FORT WORTH UTILITY CUT REPAIR STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CONTRACT 2 2023 Revised December 20, 2012 City Project No. UC-02 2023 r PM pa E. PM w w 0241 14 - 17 UTILITY REMOVAIIABANDONMENT Page 17 of 17 1 END OF SECTION Revision Log DATE NAME SUMMARY OF CHANGE 1.2.C.3.c. — Include Frame and Cover in Payment description 12/20/12 D. Johnson Throughout — added abandonment of storm and sewer manholes when requested and/or approved by City K CITY OF FORT WORTH UTILITY CUT REPAIR STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CONTRACT 2 2023 Revised December 20, 2012 City Project No. UC-02 2023 033416-1 CONCRETE BASE MATERIAL FOR TRENCH REPAIR Page 1 of 4 1 SECTION 03 3416 2 CONCRETE BASE MATERIAL FOR TRENCH REPAIR 3 PART1- GENERAL 4 1.1 SUMMARY 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 A. Section includes: 1. Concrete base material for trench repair B. Deviations from this City of Fort Worth Standard Specification 1. STANDARD BASE REPAIR FOR UNIT I - Regardless of the existing pavement type, base repair for Unit I shall be either min. 8" concrete base material or min. 5" reinforced concrete base as directed by engineer. Any deviation from standard repair shall be approved by the Water Department. 2. CONCRETE BASE REPAIR FOR UNIT II & UNIT III - When concrete base is required for repairs > 200 square feet in area, the base repair shall be either min. 8" concrete base material or min 5" reinforced concrete base as directed by the engineer. Any deviation from standard repair shall be approved by the Water Department. 3. PAYMENT (1.2-A-2.) - 8-inch Concrete Base Material and 5-inch Reinforced Concrete Base shall be paid for in Units I, II & III at the bid price per square yard. 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 03 30 00 — Cast -in -Place Concrete 25 1.2 PRICE AND PAYMENT PROCEDURES 26 A. Measurement and Payment 27 1. Measurement 28 a. This Item is considered subsidiary to the structure or Items being placed. 29 2. Payment 30 a. The work performed and the materials furnished in accordance with this Item 31 are subsidiary to the structure or Items being placed and no other compensation 32 will be allowed. 33 1.3 REFERENCES 34 A. Reference Standards 35 1. Reference standards cited in this Specification refer to the current reference 36 standard published at the time of the latest revision date logged at the end of this 37 Specification, unless a date is specifically cited. 38 39 CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised December 20, 2012 UTILITY CUT REPAIR CONTRACT 2 2023 City Project No. UC-02 2023 033416-2 CONCRETE BASE MATERIAL FOR TRENCH REPAIR Page 2 of 4 1 B. ASTM International (ASTM): 2 1. C31, Standard Practice for Making and Curing Concrete Test Specimens in the 3 Field. 4 2. C33, Standard Specification for Concrete Aggregates. 5 3. C39, Standard Test Method for Compressive Strength of Cylindrical Concrete 6 Specimens. 7 4. C 143, Standard Test Method for Slump of Hydraulic -Cement Concrete. 8 5. C172, Standard Practice for Sampling Freshly Mixed Concrete. 9 6. C231, Standard Test Method for Air Content of Freshly Mixed Concrete by the 10 Pressure Method. 11 7. C260, Standard Specification for Air -Entraining Admixtures for Concrete. 12 8. C618, Standard Specification for Coal Fly Ash and Raw or Calcined Natural 13 Pozzolan for Use in Concrete. 14 9. C1064, Standard Test Method for Temperature of Freshly Mixed Hydraulic- 15 Cement Concrete. 16 1.4 ADMINISTRATIVE REQUIREMENTS [NOT USED] 17 1.5 SUBMITTALS 18 A. Provide submittals in accordance with Section 0133 00. 19 B. All submittals shall be approved by the City prior to delivery and/or fabrication for 20 specials. 21 1.6 ACTION SUBMITTALSANFORMATIONAL SUBMITTALS 22 A. Submit proposed mix design for Engineer's review a minimum of 2 weeks prior to start 23 of low density concrete backfill work. 24 1.7 CLOSEOUT SUBMITTALS [NOT USED] 25 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 26 1.9 QUALITY ASSURANCE [NOT USED] 27 1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED] 28 1.11 FIELD CONDITIONS [NOT USED] 29 1.12 WARRANTY [NOT USED] 30 31 32 33 34 35 36 37 38 PART2- PRODUCTS 2.1 OWNER -FURNISHED OR OWNER -SUPPLIED PRODUCTS [NOT USED] 2.2 PRODUCT TYPES AND MATERIALS A. Mix Design 1. Performance requirements a. Concrete Base Material for Trench Repair 1) 28-day compressive strength of not less than 750 psi and not more than 1,200 psi. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised December 20, 2012 UTILITY CUT REPAIR CONTRACT 2 2023 City Project No. UC-02 2023 M 0- i i AM r Mt ►. w w M pow Wd am 033416-3 CONCRETE BASE MATERIAL FOR TRENCH REPAIR Page 3 of 4 1 B. Materials 2 1. Portland cement 3 a. Type II low alkali portland cement as specified in Section 03 30 00. 4 2. Fly ash 5 a. Class F fly ash in accordance with ASTM C618. 6 3. Water 7 a. As specified in Section 03 30 00. 8 4. Admixture 9 a. Air entraining admixture in accordance with ASTM C260. 10 5. Fine aggregate 11 a. Concrete sand (does not need to be in accordance with ASTM C33). 12 b. No more than 12 percent of fine aggregate shall pass a No. 200 sieve, and no 13 plastic fines shall be present. 14 6. Coarse aggregate 15 a. Pea gravel no larger than 3/8 inch. 16 2.3 ACCESSORIES [NOT USED] 17 2.4 SOURCE QUALITY CONTROL [NOT USED] 18 PART 3 - EXECUTION 19 3.1 INSTALLERS [NOT USED] 20 3.2 EXAMINATION [NOT USED] 21 3.3 PREPARATION [NOT USED] 22 3.4 INSTALLATION 23 A. Place concrete base material by any method which preserves the quality of the material 24 in terms of compressive strength and density. 25 1. The basic requirement for placement equipment and placement methods is the 26 maintenance of its fluid properties. 27 2. Transport and place material so that it flows easily around, beneath, or through 28 walls, pipes, conduits, or other structures. 29 3. Use a slump, consistency, workability, flow characteristics, and pumpability (where 30 required) such that when placed, the material is self -compacting, self-densifying, 31 and has sufficient plasticity that compaction or mechanical vibration is not required. 32 3.5 REPAIR [NOT USED] 33 3.6 RE -INSTALLATION [NOT USED] 34 3.7 FIELD QUALITY CONTROL 35 A. General 36 1. Make provisions for and furnish all material for the test specimens, and provide 37 manual assistance to assist the Engineer in preparing said specimens. 38 2. Be responsible for the care of and providing curing condition for the test specimens. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised December 20, 2012 UTILITY CUT REPAIR CONTRACT 2 2023 City Project No. UC-02 2023 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 033416-4 CONCRETE BASE MATERIAL FOR TRENCH REPAIR Page 4 of 4 B. Concrete Tests: Perform testing of composite samples of fresh concrete obtained according to ASTM C172 according to the following requirements: 1. Testing Frequency: Obtain 1 composite sample for each day's pour of each concrete mixture up to 25 cubic yards, plus 1 set for each additional 50 cubic yards or fraction thereof. 2. Slump: ASTM C143; 1 test at point of placement for each composite sample, but not less than 1 test for each day's pour of each concrete mixture. Perform additional tests when concrete consistency appears to change. 3. Air Content: ASTM C231, pressure method, for normal -weight concrete; 1 test for each composite sample, but not less than 1 test for each day's pour of each concrete mixture. 4. Concrete Temperature: ASTM C1064; 1 test hourly when air temperature is 40 degrees Fahrenheit and below and when 80 degrees Fahrenheit and above, and 1 test for each composite sample. 5. Compression Test Specimens: ASTM C31. a. Cast and laboratory cure 4 cylinders for each composite sample. 1) Do not transport field cast cylinders until they have cured for a minimum of 24 hours. 6. Compressive -Strength Tests: ASTM C39 a. Test 1 cylinder at 7 days. 3.8 SYSTEM STARTUP [NOT USED] 3.9 ADJUSTING [NOT USED] 3.10 CLEANING [NOT USED] 3.11 CLOSEOUT ACTIVITIES [NOT USED] 3.12 PROTECTION [NOT USED] 3.13 MAINTENANCE [NOT USED] 3.14 ATTACHMENTS [NOT USED] END OF SECTION Revision Log DATE NAME I SUMMARY OF CHANGE CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised December 20, 2012 UTILITY CUT REPAIR CONTRACT 2 2023 City Project No. UC-02 2023 0- i UM FM M EW M Md An 038000-1 MODIFICATIONS TO EXISTING CONCRETE Page 1 of 7 1 SECTION 03 80 00 2 MODIFICATIONS TO EXISTING CONCRETE STRUCTURES 3 PART1- GENERAL 4 1.1 SUMMARY 5 A. Section includes: 6 1. Modifications to existing concrete structures, including: 7 a. Manholes 8 b. Junction boxes 9 c. Vaults 10 d. Retaining walls 11 e. Wing and head walls 12 f. Culverts 13 2. This section does not include modifications to Reinforced Concrete Pipe. 14 B. Deviations from this City of Fort Worth Standard Specification 15 1. REPAIR OF STORM DRAIN STRUCTURES- 16 This pay item shall apply to all storm drain structures such as inlets, manholes, 17 headwalls or other facilities which, in the opinion of the engineer require 18 repair. 19 The contractor shall remove and replace the tops of existing drainage 20 structures and a portion of the walls of the structure as directed by the 21 engineer. The vertical reinforcing steel bars in the walls shall be cleaned of any 22 concrete or dirt and exposed a minimum of twelve inches (12"). New steel shall 23 be used in the reconstruction of the walls and top. 24 No payment shall be made for manhole frames, lids, steps and other 25 miscellaneous items of construction, as they shall be considered subsidiary to 26 the unit price bid for Repair of Storm Drain Structures. Unless directed 27 otherwise by the engineer, the existing manhole frames, lids and other 28 miscellaneous items may be reused. 29 Storm Drain Structure Repair shall be performed in conformance with 30 specifications "Cast in Place Manhole and Junction Boxes" (33 49 10), "Curb 31 and Drop Inlets" (33 49 20), "Storm Drainage Headwalls and Wingwalls" (33 32 49 40) and Details D-405 through D-413 and shall further apply to all storm 33 drainage facilities of a similar design and construction. 34 Payment for Repair of Storm Drain Structures shall be made by the cubic 35 yard of concrete required to reconstruct the structure as well as all steel, etc. in 36 conformance with the appropriate drawings. 37 C. Related Specification Sections include, but are not necessarily limited to: 38 1. Division 0 — Bidding Requirements, Contract Forms and Conditions of the Contract 39 2. Division I — General Requirements CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised December 20, 2012 UTILITY CUT REPAIR CONTRACT 2 2023 City Project No. UC-02 2023 EN i 038000-2 MODIFICATIONS TO EXISTING CONCRETE Page 2 of 7 1 1.2 PRICE AND PAYMENT PROCEDURES 2 A. Measurement and Payment 3 1. Measurement 4 a. This Item is considered subsidiary to the structure or Items being placed. 5 2. Payment 6 a. The work performed and the materials furnished in accordance with this Item 7 are subsidiary to the structure or Items being placed and no other compensation 8 will be allowed. 9 1.3 REFERENCES 10 A. Reference Standards 11 1. Reference standards cited in this Specification refer to the current reference 12 standard published at the time of the latest revision date logged at the end of this 13 Specification, unless a date is specifically cited. 14 2. ASTM International (ASTM): 15 a. A615, Deformed and Plain Billet -Steel Bars for Concrete Reinforcement. 16 b. C881, Standard Specification for Epoxy -Resin -Base Bonding Systems for 17 Concrete. 18 c. C882, Standard Test Method for Bond Strength of Epoxy -Resin Systems Used 19 with Concrete by Slant Sheer. 20 d. D570, Standard Test Method for Water Absorption of Plastics. 21 e. D638, Standard Test Method for Tensile Properties of Plastics. 22 f. D695, Standard Test Method for Compressive Properties of Rigid Plastics. 23 g. D732, Standard Test Method for Shear Strength of Plastics by Punch Tool. 24 h. D790, Standard Test Methods for Flexural Properties of Unreinforced and 25 Reinforced Plastics and Electrical Insulating Materials. 26 B. Where reference is made to 1 of the above standards, the revision in effect at the time of 27 bid opening applies. 28 1.4 ADMINISTRATIVE REQUIREMENTS [NOT USED] 29 1.5 SUBMITTALS 30 A. Provide submittals in accordance with Section 0133 00. 31 B. All submittals shall be approved by the City prior to delivery and/or fabrication for 32 specials. 33 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS 34 A. Product Data 35 1. Submit manufacturer's Product Data on all product brands proposed for use to the 36 Engineer for review. 37 2. Include the manufacturer's installation and/or application instructions. CITY OF FORT WORTH UTILITY CUT REPAIR PM STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CONTRACT 2 2023 Revised December 20, 2012 City Project No. UC-02 2023 w o. 1� Mkl M s M 038000-3 MODIFICATIONS TO EXISTING CONCRETE Page 3 of 7 1 1.7 CLOSEOUT SUBMITTALS [NOT USED] 2 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 3 1.9 QUALITY ASSURANCE 4 A. When removing materials or portions of existing structures and when making openings 5 in existing structures, take precautions and all erect all necessary barriers, shoring and 6 bracing, and other protective devices to prevent damage to the structures beyond the 7 limits necessary for the new work, protect personnel, control dust, and to prevent 8 damage to the structures or contents by falling or flying debris. 9 B. Core sanitary sewer manhole penetrations. 10 1.10 DELIVERY, STORAGE, AND HANDLING 11 A. Deliver the specified products in original, unopened containers with the manufacturer's 12 name, labels, product identification, and batch numbers. 13 B. Store and condition the specified product as recommended by the manufacturer. 14 1.11 FIELD CONDITIONS [NOT USED] 15 1.12 WARRANTY [NOT USED] 16 PART 2 - PRODUCTS 17 2.1 OWNER -FURNISHED OR OWNER -SUPPLIED PRODUCTS [NOT USED] 18 2.2 PRODUCT TYPES AND MATERIALS 19 A. Manufacturers 20 1. In other Part 2 articles where titles below introduce lists, the following requirements 21 apply to product selection: 22 a. Available Products 23 1) Subject to compliance with requirements, products that may be 24 incorporated into the Work include, but are not limited to, products 25 specified. 26 b. Available Manufacturers 27 1) Subject to compliance with requirements, manufacturers offering products 28 that may be incorporated into the Work include, but are not limited to, 29 manufacturers specified. 30 B. Materials 31 1. General 32 a. Comply with this Section and any state or local regulations. 33 C. Steel Reinforcement 34 1. Reinforcing Bars 35 a. ASTM A615, Grade 60, deformed. 36 D. Epoxy Bonding Agent CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised December 20, 2012 UTILITY CUT REPAIR CONTRACT 2 2023 City Project No. UC-02 2023 wf 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 038000-4 MODIFICATIONS TO EXISTING CONCRETE Page 4 of 7 1. A 2-component, solvent -free, asbestos -free, moisture -insensitive epoxy resin material used to bond plastic concrete to hardened concrete complying with the requirements of ASTM C881, Type V, and the additional requirements specified herein. 2. Properties of the cured material a. Compressive Strength (ASTM D695) 1) 8,500 psi minimum at 28 days b. Tensile Strength (ASTM D638) 1) 4,000 psi minimum at 14 days c. Flexural Strength (ASTM D790 - Modulus of Rupture) 1) 6,300 psi minimum at 14 days d. Shear Strength (ASTM D732) 1) 5,000 psi minimum at 14 days e. Water Absorption (ASTM D570 - 2 hour boil) 1) 1 percent maximum at 14 days f. Bond Strength (ASTM C882) Hardened to Plastic 1) 1,500 psi minimum at 14 days moist cure g. Color 1) Gray h. Available Manufacturers: 1) Sika Corporation, Lyndhurst, New Jersey - Sikadur 32, Hi -Mod 2) BASF, Cleveland, Ohio - Concresive 1438 E. Epoxy Paste 1. A 2-component, solvent -free, asbestos free, moisture insensitive epoxy resin material used to bond dissimilar materials to concrete such as setting railing posts, dowels, anchor bolts, and all -threads into hardened concrete and complying with the requirements of ASTM C881, Type I, Grade 3, and the additional requirements specified herein. 2. Properties of the cured material a. Compressive Properties (ASTM D695): 10,000 psi minimum at 28 days b. Tensile Strength (ASTM D638): 3,000 psi minimum at 14 days. Elongation at Break - 0.3 percent minimum c. Flexural Strength (ASTM D790 - Modulus of Rupture): 3,700 psi minimum at 14 days d. Shear Strength (ASTM D732): 2,800 psi minimum at 14 days e. Water Absorption (ASTM D570): 1.0 percent maximum at 7 days f. Bond Strength (ASTM C882): 2,000 psi at 14 days moist cure g. Color: Concrete grey h. Available Manufacturers 1) Overhead Applications a) Sika Corporation, Lyndhurst, New Jersey - Sikadur 32, Hi -Mod LV b) BASF - Concresive 1438 2) All Other Applications a) Sika Corporation, Lyndhurst, New Jersey - Sikadur Hi -mod LV 31 b) BASF - Concresive 1401 F. Repair Mortars CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised December 20, 2012 UTILITY CUT REPAIR CONTRACT 2 2023 City Project No. UC-02 2023 W W PM M m 0- w r 9- on SM 038000-5 MODIFICATIONS TO EXISTING CONCRETE Page 5 of 7 1 1. Provide an asbestos free, moisture insensitive, polymer -modified, Portland cement- 2 based cementitious trowel grade mortar for repairs on horizontal or vertical 3 surfaces. 4 a. Available Manufacturers 5 1) Sika Corporation, Lyndhurst New Jersey - SikaTop 122 6 2) BASF — Emaco Nanocrete R3 7 G. Pipe Penetration Sealants 8 1. 1 component polyurethane, extrudable swelling bentonite-free waterstop that is 9 chemically resistant, not soluble in water and capable of withstanding wet/dry 10 cycling. 11 a. Available Manufacturers 12 1) Sika Corporation, Lyndhurst New Jersey — SikaSwell S-2 13 2) Approved equal 14 2.3 ACCESSORIES [NOT USED] 15 2.4 SOURCE QUALITY CONTROL [NOT USED] 16 PART 3 - EXECUTION 17 3.1 INSTALLERS [NOT USED] 18 3.2 EXAMINATION [NOT USED] 19 3.3 PREPARATION 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 A. General 1. Cut, repair, reuse, demolish, excavate or otherwise modify parts of the existing structures or appurtenances, as indicated on the Drawings, specified herein, or necessary to permit completion of the Work. Finishes, joints, reinforcements, sealants, etc., are specified in respective Sections. Comply with other requirements of this of Section and as shown on the Drawings. 2. Store, mix, and apply all commercial products specified in this Section in strict compliance with the manufacturer's recommendations. 3. Make repairs in all cases where concrete is repaired in the vicinity of an expansion joint or control joint to preserve the isolation between components on either side of the joint. 4. When drilling holes for dowelsibolts at new or existing concrete, stop drilling if rebar is encountered and relocate the hole to avoid rebar as approved by the Engineer. Do not cut rebar without prior approval by the Engineer. B. Concrete Removal 1. Remove concrete designated to be removed to specific limits as shown on the Drawings or directed by the Engineer, by chipping, jack -hammering, or saw -cutting as appropriate in areas where concrete is to be taken out. Do not jackhammer sanitary sewer manhole penetrations. Remove concrete in such a manner that surrounding concrete or existing reinforcing to be left in place and existing in place equipment is not damaged. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised December 20, 2012 UTILITY CUT REPAIR CONTRACT 2 2023 City Project No. UC-02 2023 038000-6 MODIFICATIONS TO EXISTING CONCRETE Page 6 of 7 1 2. Where existing reinforcing is exposed due to saw cutting/core drilling and no new 2 material is to be placed on the sawcut surface, apply a coating or surface treatment 3 of epoxy paste to the entire cut surface to a thickness of 1/4 inch. 4 3. In all cases where the joint between new concrete or grout and existing concrete 5 will be exposed in the finished work, except as otherwise shown or specified, 6 provide a 1-inch deep saw cut on each exposed surface of the existing concrete at 7 the edge of concrete removal. 8 4. Repair concrete specified to be left in place that is damaged using approved means 9 to the satisfaction of the Engineer. 10 5. The Engineer may from time to time direct additional repairs to existing concrete. 11 Make these repairs as specified or by such other methods as may be appropriate. 12 C. Connection Surface Preparation 13 1. Prepare connection surfaces as specified below for concrete areas requiring 14 patching, repairs or modifications as shown on the Drawings, specified herein, or as 15 directed by the Engineer. 16 2. Remove all deteriorated materials, dirt, oil, grease, and all other bond inhibiting 17 materials from the surface by dry mechanical means, i.e., sandblasting, grinding, 18 etc., as approved by the Engineer. Be sure the areas are not less than 1/2-inch in 19 depth. Irregular voids or surface stones need not be removed if they are sound, free 20 of laitance, and firmly embedded into parent concrete, subject to the Engineer's 21 final inspection. 22 3. If reinforcing steel is exposed, it must be cleaned by wire brush or other similar 23 means to remove all contaminants, rust, etc., as approved by the Engineer. If 1/2 of 24 the diameter of the reinforcing steel is exposed, chip out behind the steel. Chip a 25 minimum of 1 inch behind the steel. Do not Damage reinforcing to be saved during 26 the demolition operation. 27 4. Clean reinforcing from existing demolished concrete that is shown to be 28 incorporated in new concrete by wire brush or other similar means to remove all 29 loose material and products of corrosion before proceeding with the repair. Cut, 30 bend, or lap to new reinforcing as shown on the Drawings and provided with 1-inch 31 minimum cover all around. 32 5. The following are specific concrete surface preparation "methods" to be used where 33 called for on the Drawings, specified herein, or as directed by the Engineer. 34 a. Method A 35 1) After the existing concrete surface at connection has been roughened and 36 cleaned, thoroughly moisten the existing surface with water. 37 2) Brush on a 1/16-inch layer of cement and water mixed to the consistency of 38 a heavy paste. 39 3) Immediately after application of cement paste, place new concrete or grout 40 mixture as detailed on the Drawings. 41 b. Method B 42 1) After the existing concrete surface has been roughened and cleaned, apply 43 epoxy bonding agent at connection surface. 44 2) Comply strictly with the manufacturer's recommendations for the field 45 preparation and application of the epoxy bonding agent. 46 3) Place new concrete or grout mixture to limits shown on the Drawings 47 within time constraints recommended by the manufacturer to ensure bond. 48 c. Method C W W T i PM CITY OF FORT WORTH UTILITY CUT REPAIR wo STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CONTRACT 2 2023 Revised December 20, 2012 City Project No. UC-02 2023 F. 038000-7 MODIFICATIONS TO EXISTING CONCRETE Page 7 of 7 1 1) Drill a hole 1/4 inch larger than the diameter of the dowel. 2 2) Blow the hole clear of loose particles and dust just prior to installing epoxy. 3 First fill the drilled hole with epoxy paste, then butter the dowels/bolts with 4 paste then insert by tapping. 5 3) Unless otherwise shown on the Drawings, drill and set deformed bars to a �. 6 depth of 10 bar diameters and smooth bars to a depth of 15 bar diameters. 7 4) If not noted on the Drawings, the Engineer will provide details regarding 8 the size and spacing of dowels. rt 9 d. Method D 10 1) Combination of Method B and C. 11 3.4 INSTALLATION [NOT USED] P, 12 3.5 REPAIR [NOT USED] 13 3.6 RE -INSTALLATION [NOT USED] w 14 3.7 FIELD QUALITY CONTROL [NOT USED] 15 3.8 SYSTEM STARTUP [NOT USED] 16 3.9 ADJUSTING [NOT USED] 17 3.10 CLEANING [NOT USED] 18 3.11 CLOSEOUT ACTIVITIES [NOT USED] 19 3.12 PROTECTION [NOT USED] 20 3.13 MAINTENANCE [NOT USED] 21 3.14 ATTACHMENTS [NOT USED] 22 END OF SECTION 23 Revision Log DATE NAME SUMMARY OF CHANGE 24 i w CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised December 20, 2012 UTILITY CUT REPAIR CONTRACT 2 2023 City Project No. UC-02 2023 _ l 2 EW M M M MR M 3 PART1- GENERAL 4 1.1 SUMMARY SECTION 32 1129 LIME TREATED BASE COURSES 321129-1 LIME TREATED BASE COURSES Page 1 of 10 5 A. Section Includes: 6 1. Treating subgrade, subbase and base courses by the pulverization, addition of lime, 7 mixing and compacting the mix material to the required density. 8 2. Item applies to the natural ground, embankment, existing pavement; base or 9 subbase courses placed and shall conform to the typical section, lines and grades 10 shown on the Drawings. 11 B. Deviations from this City of Fort Worth Standard Specification 12 1. LIME STABILIZED SUBGRADE- 13 Upon the direction of the engineer, the contractor shall provide a lime 14 stabilized Subgrade or base in conformance with specifications "Lime Treated 15 Base Courses" (32 1129). Unless otherwise directed by the engineer, lime shall 16 be applied at the minimum rate of four pounds (4#) per square yard per inch 17 of depth. 18 Payment shall be made by the square yard at the unit price bid for the 19 quantity measured in place and shall include all labor, equipment, material 20 and incidentals necessary to satisfactorily complete the project. No payment 21 shall be made for the hydrated lime as it shall be considered subsidiary to the 22 bid price for lime stabilization. 23 C. Related Specification Sections include, but are not necessarily limited to: 24 1. Division 0 - Bidding Requirements, Contract Forms, and Conditions of the Contract 25 2. Division 1 - General Requirements 26 3. Section 31 23 23 - Borrow 27 4. Section 32 1123 - Flexible Base Courses 28 1.2 PRICE AND PAYMENT PROCEDURES 29 A. Measurement and Payment 30 1. Hydrated Lime 31 a. Measurement 32 1) Measurement for this Item shall be by the ton (dry weight) of Hydrated 33 Lime used to prepare slurry at the job site. 34 b. Payment 35 1) The work performed and materials furnished in accordance with this Item 36 and measured as provided under "Measurement" will be paid for at the unit 37 price bid per ton of Hydrated Lime. 38 c. The price bid shall include: 39 1) Furnishing the material 40 2) All freight involved 41 3) All unloading, storing, and handling 42 2. Commercial Lime Slurry CITY OF FORT WORTH UTILITY CUT REPAIR STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CONTRACT 2 2023 Revised December 20, 2012 City Project No. UC-02 2023 Wd 321129-2 LIME TREATED BASE COURSES Page 2 of 10 1 a. Measurement 2 1) Measurement for this Item shall be by the ton (dry weight) as calculated 3 from the minimum percent dry solids content of the slurry multiplied by the 4 weight of the slurry in tons delivered. 5 b. Payment 6 1) The work performed and materials furnished in accordance with this Item 7 and measured as provided under "Measurement" will be paid for at the unit 8 price bid per ton of Commercial Lime Slurry. 9 c. The price bid shall include: 10 1) Furnishing the material 11 2) All freight involved 12 3) All unloading, storing, and handling 13 3. Quicklime 14 a. Measurement 15 1) Measurement for this Item shall be by the ton (dry weight) of Quicklime. 16 Measurement for Quicklime in slurry form shall be measured by the ton 17 (dry weight) of the Quicklime used to prepare the slurry. 18 b. Payment 19 1) The work performed and materials furnished in accordance with this Item 20 and measured as provided under "Measurement" will be paid for at the unit 21 price bid per ton of Quicklime. 22 c. The price bid shall include: 23 1) Furnishing the material 24 2) All freight involved 25 3) All unloading, storing, and handling 26 4. Lime Treatment 27 a. Measurement 28 1) Measurement for this Item shall be by the square yard of surface area as 29 established by the widths shown on the Drawings and the lengths measured 30 at placement. 31 b. Payment 32 1) The work performed and materials furnished in accordance with this Item 33 and measured as provided under "Measurement" will be paid for at the unit 34 price bid per square yard of Lime Treatment applied for: 35 a) Various depths 36 c. The price bid shall include: 37 1) Preparing the roadbed 38 2) Loosening, pulverizing application of lime, water content in the slurry 39 mixture and the mixing water 40 3) Mixing, shaping, sprinkling, compacting, finishing, curing and maintaining 41 4) Performing all manipulations required 42 1.3 REFERENCES 43 A. Definitions 44 1. Hydrated Lime: dry powdered material consisting of calcium hydroxide. 45 2. Commercial Lime Slurry: liquid mixture of hydrated lime solids and water 46 delivered to a project in slurry form. 47 3. Quicklime: dry material consisting of calcium oxide furnished in either of two 48 grades: CITY OF FORT WORTH UTILITY CUT REPAIR STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CONTRACT 2 2023 Revised December 20, 2012 City Project No. UC-02 2023 M r a w V— OM PM M W w Wo M Md ,M NM W4 321129-3 LIME TREATED BASE COURSES Page 3 of 10 1 a. Grade DS — grade of "pebble" quicklime suitable for use in the preparation of 2 slurry for wet placing. 3 b. Grade S — finely graded quicklime for use only in the preparation of slurry for 4 wet placing. 5 B. Reference Standards 6 1. Reference standards cited in this specification refer to the current reference standard 7 published at the time of the latest revision date logged at the end of this 8 specification, unless a date is specifically cited. 9 2. ASTM International (ASTM): 10 a. D698, Standard Test Methods for Laboratory Compaction Characteristics of 11 Soil Using Standard Effort (12 400 ft-lbf/ft3 (600 kN-m/m3)) 12 b. D6938, Standard Test Method for In -Place Density and Water Content of Soil 13 and Soil -Aggregate by Nuclear Methods (Shallow Depth) 14 3. Texas Department of Transportation (TXDOT): 15 a. Tex- 101-E, Preparing Soil and Flexible Base Materials for Testing 16 b. Tex-140-E, Measuring Thickness of Pavement Layer 17 c. Tex-600-J, Sampling and Testing of Hydrated Lime, Quicklime and 18 Commercial Lime Slurry 19 1.4 ADMINISTRATIVE REQUIREMENTS [NOT USED] 20 1.5 ACTION SUBMITTALS [NOT USED] 21 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED] 22 1.7 CLOSEOUT SUBMITTALS [NOT USED] 23 1.8 MAINTENANCE MATERIAL SUBMITTLAS [NOT USED] 24 1.9 QUALITY ASSURANCE [NOT USED] 25 1.10 DELIVERY AND STORAGE 26 A. Truck Delivered Lime 27 1. Each truck ticket shall bear the weight of lime measured on certified scales. 28 2. Submit delivery tickets, certified by supplier, that include weight with each bulk 29 delivery of lime to the site. 30 1.11 SITE CONDITIONS 31 A. Start lime application only when the air temperature is at least 35°F and rising or is at 32 least 40°F. Measure temperature in the shade and away from artificial heat. 33 B. Suspend application when the City determines that weather conditions are unsuitable. 34 1.12 WARRANTY [NOT USED] 35 PART 2 - PRODUCTS 36 2.1 OWNER -FURNISHED PRODUCTS [NOT USED] 37 2.2 MATERIALS 38 A. General CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised December 20, 2012 UTILITY CUT REPAIR CONTRACT 2023 City Project No. UC-02 2023 M sp 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 321129-4 LIME TREATED BASE COURSES Page 4 of 10 1. Furnish uncontaminated materials of uniform quality that meet the requirements of the Drawings and specifications. 2. Notify the City of the proposed material sources and of changes to material sources. 3. Obtain verification from the City that the specification requirements are met before using the sources. 4. The City may sample and test project materials at any time before compaction. B. Lime 1. Hydrated Lime a. pumpable suspension of solids in water b. solids portion of the mixture when considered as a basis of "solids content," shall consist of principally hydrated lime of a quality and fineness sufficient to meet the chemical and physical requirements. 2. Dry Lime: Do not use unless approved by City. 3. Quicklime a. Use quicklime only when specified by the City. b. dry material consisting of essentially calcium oxide. c. Furnished in either of two grades: 1) Grade DS 2) Grade S 4. Furnish lime that meets the following requirements a. Chemical Requirements Total "active" lime content, percent by weight Unhydrated lime content, percent by weight CaO Free Water" content, percent by weight water Table 2 Lime Chemical Requirements Hydrated Commercial Lime Quicklime Lime Slurry 90.0 Min 87.0 Min 5.0 Max 5.0 Max b. Physical Requirements Table 3 Lime Physical Re-juirements Hydrated Commercial Lime Lime Slurry Wet Sieve Requirement, As percentage by Weight Residue: Retained on No. 6 sieve 0.2 Max 0.2 Max Retained on No. 30 sieve 4.0 Max 4.0 Max Dry Sieve Requirement, As percentage by Weight Residue: Retained on a 1-in sieve CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised December 20, 2012 87.0 Min Quicklime 8.0 Max' 0.0 UTILITY CUT REPAIR CONTRACT 2 2023 City Project No. UC-02 2023 im Y L, a 321129-5 LIME TREATED BASE COURSES w Page 5 of 10 Retained on a 3/4 —in sieve 10.0 Max Retained on a No. 100 Grade Ds — 80 Min sieve Grade S — no limits Retained on a No. 6 sieve 0.2 Max 0.2 Max 8.0 Max' 1 The amount total "active" lime content, as CaO, in the material retained on the No. 6 sieve must not exceed 2.0% by weight of the original quicklime. 1 2 c. Slurry Grades 3 Table 4 4 Lime Slurry Grades Minimum Dry Solids Contents by Percentage of the Slurry Grade 1 31 Grade 2 35 Grade 3 46 5 Mo 6 C. Flexible Base Courses: Furnish base material that meets the requirements of Section 32 7 1123, for the type and grade shown on the Drawings, before the addition of lime. 8 D. Water: Furnish water free of industrial wastes and other objectionable material. 9 E. Borrow: See Section 3123 23. 10 2.3 ACCESSORIES [NOT USED] 11 2.4 SOURCE QUALITY CONTROL [NOT USED] 12 PART 3 - EXECUTION 13 3.1 INSTALLERS [NOT USED] 14 3.2 EXAMINATION [NOT USED] 15 3.3 PREPARATION 16 A. Shape the subgrade or existing base to conform to the typical sections shown on the + 17 Drawings or as directed. 18 3.4 INSTALLATION 19 A. General 20 1. Produce a completed course of treated material containing: 21 a. uniform lime mixture, free from loose or segregated areas. 22 b. uniform density and moisture content. 23 c. well bound for full depth. 24 d. with smooth surface and suitable for placing subsequent courses. _ 25 2. Maximum layer depth of lime treatment in single layer: 8 inches. 26 3. For treated subgrade exceeding 8 inches deep, pulverize, apply lime, mix, compact 27 and finish in equal layers not exceeding 5 inches deep. 28 B. Equipment 29 1. General: Provide machinery, tools, and equipment necessary for proper execution 30 of the work. 31 2. Rollers MM CITY OF FORT WORTH UTILITY CUT REPAIR STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CONTRACT 2 2023 Revised December 20, 2012 City Project No. UC-02 2023 F 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 321129-6 LIME TREATED BASE COURSES Page 6 of 10 a. The Contractor may use any type of roller to meet the production rates and quality requirements of the Contract unless otherwise shown on the Drawings or directed. b. When specific types of equipment are required, use equipment that meets the specified requirements. c. Alternate Equipment 1) Instead of the specified equipment, the Contractor may, as approved, operate other compaction equipment that produces equivalent results. 2) Discontinue the use of the alternate equipment and furnish the specified equipment if the desired results are not achieved. d. City may require Contractor to substitute equipment if production rate and quality requirements of the Contract are not met. 3. Storage Facility a. Store quicklime and dry hydrated lime in closed, weatherproof containers. 4. Slurry Equipment a. Use slurry tanks equipped with agitation devices to slurry hydrated lime or quicklime on the project or other approved location. b. The City may approve other slurrying methods. c. Provide a pump for agitating the slurry when the distributor truck is not equipped with an agitator. 5. Pulverization Equipment a. Provide pulverization equipment that: 1) Cuts and pulverizes material uniformly to the proper depth with cutters that plane to a uniform surface over the entire width of the cut 2) Provides a visible indication of the depth of cut at all times, and uniformly mixes the materials C. Pulverization 1. Pulverize or scarify existing material after shaping so that 100 percent passes a 2 1/2 inch sieve. 2. If the material cannot be uniformly processed to the required depth in a single pass, excavate and windrow the material to expose a secondary grade to achieve processing to depth as shown in the Drawings. D. Application of Lime 1. Uniformly apply lime as shown on the Drawings or as directed. 2. Add lime at the percentage specified in Drawings. 3. Apply lime only on an area where mixing can be completed during the same working day. 4. Minimize dust and scattering of lime by wind. Do not apply lime when wind conditions, in the opinion of the City, cause blowing lime to become dangerous to traffic or objectionable to adjacent property owners. 5. Slurry Placement a. Hydrated Lime 1) Mix Lime with water and apply slurry 2) Apply Type B, commercial lime slurry, with a lime percentage not less applicable for grade used 3) Distribute lime at the rate shown on the Drawings CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised December 20, 2012 UTILITY CUT REPAIR CONTRACT 2 2023 City Project No. UC-02 2023 a M IM i pp- a- Phi 04 M IL-1 IL-1 hmp Wd W 321129-7 LIME TREATED BASE COURSES Page 7 of 10 1 4) Make successive passes over a measured surface of roadway until the 2 proper moisture and lime content have been achieved. 3 b. Quicklime 4 1) Spread the residue for the Quicklime slurrying procedure uniformly over 5 the length of the roadway. 6 2) Residue is primarily inert material with little stabilizing value; however, 7 may contain a small amount of Quicklime particles that slake slowly. A 8 concentration of these particles could cause the compacted stabilized 9 material to swell during slaking. 10 E. Mixing 11 1. Begin mixing within 6 hours of application of lime. 12 2. Hydrated lime exposed to the open air for 6 hours or more between application and 13 mixing, or that experiences excessive loss due to washing or blowing, will not be 14 accepted for payment. 15 3. Thoroughly mix the material and lime using approved equipment. 16 4. Mix until a homogeneous, friable mixture of material and lime is obtained, free 17 from all clods and lumps. 18 5. Do not mix greater than 1 inch deeper than the stabilization depth specified. 19 6. Materials containing plastic clay or other materials that are not readily mixed with 20 lime shall be mixed as thoroughly as possible at the time of lime application, 21 brought to the proper moisture content and sealed with a pneumatic roller. 22 7. Allow the mixture to cure for 72 hours or as directed by City. 23 8. When pebble grade quicklime is used, allow the mixture to cure for 2 to 4 days. 24 9. Sprinkle the treated materials during the mixing and curing operation to achieve 25 adequate hydration and proper moisture content. 26 10. After curing, resume mixing until a homogeneous, friable mixture is obtained. 27 11. After mixing, City will sample the mixture at roadway moisture and test in 28 accordance with Tex- 101-E, Part III, to determine compliance with the gradation 29 requirements in Table 5. 30 Table 5 31 Gradation Requirements (Minimum % Passing) Sieve Size Base 1-3/4 in. 100 3/4 in. 85 32 No.4 60 33 F. Compaction 34 1. General 35 a. Begin compaction immediately after final mixing. 36 b. Aerate and sprinkle as necessary to provide optimum moisture content. 37 c. Multiple lifts are permitted when shown on the Drawings or approved. 38 d. Bring each layer to the moisture content directed. 39 2. Rolling 40 a. Begin rolling longitudinally at the sides and proceed toward the center, 41 overlapping on successive trips by at least one-half the width of the roller unit. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised December 20, 2012 UTILITY CUT REPAIR CONTRACT 2 2023 City Project No. UC-02 2023 i 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 321129-8 LIME TREATED BASE COURSES Page 8 of 10 b. On superelevated curves, begin rolling at the low side and progress toward the high side. c. Offset alternate trips of the roller. d. Operate rollers at a speed between 2 and 6 MPH or as directed. e. Rework, recompact, and refinish material that fails to meet or that loses required moisture, density, stability, or finish before the next course is placed or the project is accepted. 1) Continue work until specification requirements are met. 2) Rework in accordance with Maintenance item of this Section. f. Proof roll the lime treated base course in accordance with the following: 1) Proof Rolling a) City Project Representative must be on -site during proof rolling operations. b) Use equipment that will apply sufficient load to identify soft spots that rut or pump. (1) Acceptable equipment includes fully loaded single -axle water truck with a 1500 gallon capacity. c) Make at least 2 passes with the proof roller (down and back = 1 pass). d) Offset each trip by at most 1 tire width. e) If an unstable or non -uniform area is found, correct the area. 2) Correct a) Soft spots that rut or pump greater than 3/4 inch. b) Areas that are unstable or non -uniform. 3. Density Control a. Compact until the entire depth of the mixture has achieved a uniform density of not less than 95 percent of the maximum density as determined by ASTM D698. b. Moisture content: minus 2 to plus 4 optimum. G. Maintenance 1. Maintain the completed soil lime base in good condition, satisfactory to the City as to grade, crown and cross section until the overlaying or next course is constructed. 2. Keep surface of the compacted course moist until covered by other base or pavement. 3. Reworking a Section a. When a section is reworked within 72 hours after completion of compaction, rework the section to provide the required density. b. When a section is reworked more than 72 hours after completion of compaction, add additional lime at 25 percent of the percentage specified. c. Reworking includes loosening, adding material or removing unacceptable material if necessary, mixing as directed, compacting, and finishing. H. Finishing 1. After completing compaction of the final course, clip, skin, or tight -blade the surface of the lime -treated material with a maintainer or subgrade trimmer to a depth of approximately 1/4 inch. 2. Remove loosened material and dispose of at an approved location. 3. Roll the clipped surface immediately with a pneumatic tire roller until a smooth surface is attained. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised December 20, 2012 UTILITY CUT REPAIR CONTRACT 2 2023 City Project No. UC-02 2023 N i i w 0 w r w K�l M me MW M1 321129-9 LIME TREATED BASE COURSES Page 9 of 10 1 4. Add small amounts of water as needed during rolling. 2 5. Shape and maintain the course and surface in conformity with the typical sections, 3 lines, and grades shown on the Drawings or as directed. 4 I. Curing 5 1. Cure for the minimum number of days shown in Table 6 and by finished pavement 6 type: 7 a. Concrete pavement 8 1) Sprinkle with water 9 2) Maintain moisture during curing 10 3) Do not allow equipment on the finished course during curing except as 11 required for sprinkling. 12 b. Asphalt Pavement 13 1) Apply an asphalt material at a rate of 0.05 to 0.20 gallon per square yard. 14 2) Do not allow equipment on the finished course during curing. 15 Table 6 16 Minimum Curing Requirements Before Placing Subsequent Courses' Untreated Material Curing (Days) PI:5 35 2 PI>35 5 1. Subject to the approval of the ity. Proof rolling may be required as an indicator of adequate curing. 17 2. Begin paving operations or add courses within 14 calendar days of final 18 compaction. 19 3.5 REPAIR/RESTORATION [NOT USED] 20 3.6 RE -INSTALLATION [NOT USED] 21 3.7 QUALITY CONTROL 22 A. Density Test 23 1. City Project Representative must be on site during density testing 24 2. City to measure density of lime treated base course in accordance with ASTM 25 D693 8. 26 3. Spacing directed by City (1 per block minimum). 27 4. City Project Representative determines density testing locations. 28 B. Depth Test 29 1. In -place depth will be evaluated for each 500-foot roadway section 30 2. Determine in accordance with Tex- 140-E in hand excavated holes. 31 3. For each 500-foot section, 3 phenolphthalein tests will be performed. 32 4. City Project Representative determines depth testing locations. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised December 20, 2012 UTILITY CUT REPAIR CONTRACT 2 2023 City Project No. UC-02 2023 i 321129-10 LIME TREATED BASE COURSES Page 10 of 10 1 3.8 SYSTEM STARTUP [NOT USED] 2 3.9 ADJUSTING [NOT USED] 3 3.10 CLEANING [NOT USED] 4 3.11 CLOSEOUT ACTIVITIES [NOT USED] 5 3.12 PROTECTION [NOT USED] 6 3.13 MAINTENANCE [NOT USED] 7 3.14 ATTACHMENTS [NOT USED] 8 END OF SECTION Revision Log DATE NAME SUMMARY OF CHANGE 9 um IM w A M qw pw OM On wp CITY OF FORT WORTH UTILITY CUT REPAIR PM STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CONTRACT 2 2023 Revised December 20, 2012 City Project No. UC-02 2023 I— W pa on 321133-1 CEMENT TREATED BASE COURSES Pagel of 8 1 SECTION 32 1133 2 CEMENT TREATED BASE COURSES 3 PART1- GENERAL 4 1.1 SUMMARY 5 A.Section Includes 6 1. Treating subgrade, subbase and base courses by the pulverization, addition of 7 cement (or CEM-LIMETM), mixing and compacting the mix material to the required 8 density. 9 2. Item applies to the natural ground, embankment, existing pavement, base or 10 subbase courses placed and shall conform to the typical section, lines and grades 11 shown on the Drawings. 12 3. For asphalt pavement pulverization projects, CEM-LIMETM (or approved equal) 13 may be used, in lieu of cement, for subgrade soils with high plasticity index 14 (plasticity index (PI) of 15 or above). 15 4. The procedures and methods outlined in this spec for cement applies to CEM- 16 LIMETM except that CEM-LIMETM needs to be applied using the slurry method. 17 5. If the existing asphalt is milled off exposing the subgrade soil, the stabilizing agent 18 may need to be lime, in lieu of cem-lime, for soils with high PI 19 B. Deviations from City of Fort Worth Standards 20 1. CEMENT STABILIZED SUBGRADE- At the direction of the engineer, the contractor shall subsidize the subgrade or base material with Portland Cement in conformance with specification "Cement Treated Base Courses" (32 1133). Unless directed otherwise by the engineer, Cement shall be applied at a minimum rate of five pounds (5#) per square yard per inch of depth. 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 3. Section 32 1123 - Flexible Base Courses 25 1.2 PRICE AND PAYMENT PROCEDURES 26 A.Measurement and Payment 27 1. Cement 28 a. Measurement 29 1) Measurement for this Item shall be by the ton (dry weight). 30 b. Payment 31 1) The work performed and materials furnished in accordance with this Item 32 and measured as provided under "Measurement" will be paid for at the unit 33 price bid per ton (dry weight) of Cement. 34 c. The price bid shall include: 35 1) Furnishing Cement material 36 2) All freight involved 37 3) All unloading, storing and handling CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised June 10, 2022 UTILITY CUT REPAIR CONTRACT 2 2023 City Project No. UC-02 2023 321133-2 CEMENT TREATED BASE COURSES Page 2 of 8 38 2. CEM-LIMETM 39 a. Measurement 40 1) Measurement for this Item shall be by the ton (dry weight). 41 b. Payment 1 1) The work performed and materials furnished in accordance with this Item 2 and measured as provided under "Measurement" will be paid for at the unit 3 price bid per ton (dry weight) of CEM-LIMET"^ (or approved equal). 4 c. The price bid shall include: 5 1) Furnishing CEM-LIME' 6 2) All freight involved 7 3) All unloading, storing and handling 8 3. Cement Treatment 9 a. Measurement 10 1) Measurement for this Item shall be by the square yard of surface area. 11 2) The dimensions for determining the surface area are established by the 12 widths shown on the Drawings and the lengths measured at placement. 13 b. Payment 14 1) The work performed and materials furnished in accordance with this Item 15 and measured as provided under "Measurement" will be paid for at the unit 16 price bid per square yard of Cement Treatment placed for: 17 a) Various depths 18 c. The price bid shall include: 19 1) Pulverizing or providing the soil material 20 2) Handling, hauling and spreading dry or slurry cement 21 3) Mixing the cement with the soil either in -place or in a mixing plant 22 4) Furnishing, hauling and mixing water with the soil -cement mixture 23 5) Spreading and shaping the mixture; compacting the mixture, including all 24 rolling required for compaction 25 6) Surface finishing 26 7) Water and sprinkling 27 8) Curing 28 1.3 REFERENCES 29 A.Reference Standards 30 1. Reference standards cited in this specification refer to the current reference standard 31 published at the time of the latest revision date logged at the end of this 32 specification, unless a date is specifically cited. 33 2. ASTM International (ASTM): 34 a. C150, Standard Specification for Portland Cement 35 b. C595, Standard Specification for Blended Hydraulic Cements 36 c. D698, Standard Test Methods for Laboratory Compaction Characteristics of Soil 37 Using Standard Effort (12 400 ft-lbf/ft3 (600 kN-m/m3)) 38 3. Texas Department of Transportation (TxDOT) 39 a. Tex- 101-E, Preparing soil and flexible base materials for testing 40 b. Tex-140-E, Measuring thickness of paving layers W M Wk i CITY OF FORT WORTH UTILITY CUT REPAIR i STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CONTRACT 2 2023 Revised June 10, 2099 City Project No. UC-02 2023 ■ Em w M L-1 L7 MR Mt Mm 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 1 2 32 11 33 - 3 CEMENT TREATED BASE COURSES Page 3 of 8 1.4 ADMINISTRATIVE REQUIREMENTS [NOT USED] 1.5 ACTION SUBMITTALS [NOT USED] 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED] 1.7 CLOSEOUT SUBMITTALS [NOT USED] 1.8 MAINTENANCE MATERIAL SUBMITTLLS [NOT USED] 1.9 QUALITY ASSURANCE [NOT USED] 1.10 DELIVERY, STORAGE, AND HANDLING A.Truck Delivered Cement 1. Each truck ticket shall bear the weight of cement measured on certified scales. 2. Submit delivery tickets, certified by supplier, that include weight with each bulk delivery of cement to the site. 1.11 FIELD [SITE] CONDITIONS A.Start cement application only when the air temperature is at least 35 degrees F and rising or is at least 40 degrees F. B.Measure temperature in the shade away from artificial heat. C.Suspend application when the City determines that weather conditions are unsuitable. 1.12 WARRANTY [NOT USED] PART2- PRODUCTS 2.1 OWNER -FURNISHED PRODUCTS [NOT USED] 2.2 MATERIALS A.General 1. Furnish uncontaminated materials of uniform quality that meet the requirements of the Drawings and specifications. 2. Notify the City of the proposed material sources and of changes to material sources. 3. Obtain verification from the City that the specification requirements are met before using the sources. 4. The City may sample and test project materials at any time before compaction. B.Cement: ASTM C150 or ASTM C595 Type I, II, IL or IP. C.Flexible Base Courses: Furnish base material that meets the requirements of Section 32 1123 for the type and grade shown on the Drawings, before the addition of cement. D.Water: Furnish water free of industrial wastes and other objectionable material. 2.3 ACCESSORIES [NOT USED] 2.4 SOURCE QUALITY CONTROL [NOT USED] CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised June 10, 2022 UTILITY CUT REPAIR CONTRACT 2023 City Project No. UC-02 2023 i 321133-4 CEMENT TREATED BASE COURSES Page 4 of 8 3 PART 3 - EXECUTION 4 3.1 INSTALLERS [NOT USED] 5 3.2 EXAMINATION [NOT USED] 6 3.3 PREPARATION 7 A.Shape existing material in accordance with applicable bid items to conform to typical 8 sections shown on the Drawings and as directed. 9 3.4 INSTALLATION 10 A.General 11 1. Produce a completed course of treated material containing: 12 a. Uniform Portland cement mixture, free from loose or segregated areas 13 b. Uniform density and moisture content 14 c. Well bound for full depth 15 d. With smooth surface and suitable for placing subsequent courses 16 2. Maximum layer depth of cement treatment in single layer: 8 inches. 17 3. For treated subgrade exceeding 8 inches deep, pulverize, apply cement, mix, 18 compact and finish in equal layers not exceeding 5 inches deep. 19 B.Equipment 20 1. Provide machinery, tools, and equipment necessary for proper execution of the 21 work. 22 2. Rollers 23 a. The Contractor may use any type of roller to meet the production rates and 24 quality requirements of the Contract unless otherwise shown on the Drawings or 25 directed. 26 b. When specific types of equipment are required, use equipment that meets the 27 specified requirements. 28 c. Alternate Equipment 29 1) Instead of the specified equipment, the Contractor may, as approved, 30 operate other compaction equipment that produces equivalent results. 31 2) Discontinue the use of the alternate equipment and furnish the specified 32 equipment if the desired results are not achieved. 33 d. City may require Contractor to substitute equipment if production rate and 34 quality requirements of the Contract are not met. 35 3. Slurry Equipment 36 a. Use slurry tanks equipped with agitation devices for cement application. 37 b. The City may approve other slurrying methods. 38 c. Provide a pump for agitating the slurry when the distributor truck is not 39 equipped with an agitator. 40 4. Pulverization Equipment 41 a. Provide pulverization equipment that: 42 1) Cuts and pulverizes material uniformly to the proper depth with cutters that 43 plane to a uniform surface over the entire width of the cut i i W M 4M W. i i CITY OF FORT WORTH UTILITY CUT REPAIR ~ STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CONTRACT 2 2023 Revised June 10, 2022 City Project No. UC-02 2023 w 321133-5 CEMENT TREATED BASE COURSES Page 5 of 8 1 2) Provides a visible indication of the depth of cut at all times 2 3) Uniformly mixes the materials 3 C.Pulverization 4 1. Pulverize or scarify existing material after shaping so that 100 percent by dry 5 weight passes a 1-inch sieve, and 80 percent by dry weight passes a No. 4 sieve 6 exclusive of gravel or stone retained in sieves. 7 2. Pulverize recycled asphalt pavement so that 100 percent by dry weight passes a 2- 8 inch sieve, and 60 percent by dry weight passes a No. 4 sieve exclusive of gravel or 9 stone retained in sieves. 10 D.Cement Application 11 1. Spread by an approved dry or slurry method uniformly on the soil at the rate 12 specified on the Drawings 13 a. CEM-LIME"' shall be applied using the slurry method. 14 2. If a bulk cement spreader is used, position by string lines or other approved method 15 during spreading to insure a uniform distribution of cement. 16 3. Apply to an area that all the operations can be continuous and completed in daylight 17 within 6-hours of initial application. 18 4. Do not exceed the quantity of cement that permits uniform and intimate mixture of 19 soil and cement during dry -mixing operations 20 5. Do not exceed the specified optimum moisture content for the soil and cement 21 mixture. 22 6. No equipment, except that used in the spreading and mixing, allowed to pass over 23 the freshly spread cement until it is mixed with the soil. 24 E. Mixing 25 1. Thoroughly mix the material and cement using approved equipment. 26 2. Mix until a homogeneous, friable mixture of material and cement is obtained, free 27 from all clods and lumps. 28 3. Keep mixture within moisture tolerances throughout the operation. 29 4. Spread and shape the completed mixture in a uniform layer. 30 5. After mixing, the City shall sample the mixture at roadway moisture and test in 31 accordance with Tex 101 E, Part ITI, to determine compliance with the gradation 32 requirements in Table 1. 33 Table 1 34 Gradation Requirements Minimum % Passing Sieve Size Base 1-3/4 in. 100 3/4 in. 85 No.4 60 35 F. Compaction 36 1. Prior to the beginning of compaction, the mixture shall be in a loose condition for 37 its full depth. 38 2. Compact material to at least 95-percent of the maximum density as determined by 39 ASTM D698. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised June 10, 2022 UTILITY CUT REPAIR CONTRACT 2023 City Project No. UC-02 2023 PE 321133-6 CEMENT TREATED BASE COURSES Page 6 of 8 1 3. At the start of compaction, the percentage of moisture in the mixture and in un- 2 pulverized soil lumps shall be less than the quantity which shall cause the soil- 3 cement mixture to become unstable during compaction and finishing. 4 4. When the uncompacted soil -cement mixture is wetted by rain so that the average 5 moisture content exceeds the tolerance given at the time of final compaction, the 6 entire section shall be reconstructed in accordance With this specification at the sole 7 expense of the Contractor. 8 5. The specified optimum moisture content and density shall be determined in the 9 field on the representative samples of soil -cement mixture obtained from the area 10 being processed. 11 6. Final moisture content shall be within minus-2 to plus-4-of-optimum. 12 7. Begin compaction after mixing and after gradation and moisture requirements have 13 been met. 14 8. Begin compaction at the bottom and continue until the entire depth of the mixture is 15 uniformly compacted. 16 9. Uniformly compact the mixture to the specified density within 2-hours. 17 10. After the soil and cement mixture is compacted uniformly apply water as needed 18 and thoroughly mix in. 19 11. Reshape the surface to the required lines, grades and cross section and then lightly 20 scarify to loosen any imprint left by the compacting or shaping equipment. 21 G.Maintenance 22 1. Maintain the soil -cement treatment in good condition from the time it first starts 23 work until all work shall is completed. 24 2. Maintenance includes immediate repairs of any defect that may occur after the 25 cement is applied. 26 3. Maintenance work shall be done by the Contractor at the Contractor's expense and 27 repeated as often as necessary to keep the area continuously intact. 28 4. Repairs are to be made in such a manner as to insure restoration of a uniform 29 surface for the full depth of treatment. 30 5. Remedy any low area of treated subgrade by scarifying the surface to a depth of at 31 least 2 inches, filling the area with treated material and compacting. 32 6. Remedy any low area of subbase or base shall by replacing the material for the full 33 depth of subbase or base treatment rather than adding a thin layer of stabilized 34 material to the completed work. 35 H.Finishing 36 1. After completing compaction of the final course, clip, skin, or tight -blade the 37 surface of the cement -treated material with a maintainer or subgrade trimmer to a 38 depth of approximately 1/4 inch. 39 2. Remove loosened material and dispose of at an approved location. 40 3. Roll the clipped surface immediately with a pneumatic tire roller adding small 41 increments of moisture as needed and until a smooth surface is attained. 42 4. Add small amounts of water as needed during rolling. Shape and maintain the 43 course and surface in conformity with the typical sections, lines, and grades shown 44 on the Drawings or as directed. dM i CITY OF FORT WORTH UTILITY CUT REPAIR FM STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CONTRACT 2 2023 Revised June 10, 2022 City Project No. UC-02 2023 1W 4 04 W Mo 1_7mi M MW M" am M 321133-7 CEMENT TREATED BASE COURSES Page 7 of 8 1 5. Surface compaction and finishing shall proceed in such a manner as to produce, in 2 not more than 2-hours, a smooth, closely knit surface, free of cracks, ridges or loose 3 material, conforming to the drawn grade and line shown on the Drawings. 4 6. After the final layer or course of the cement modified soil has been compacted, it 5 shall be brought to the required lines and grades in accordance with the typical 6 sections. 7 7. The completed section shall then be finished by rolling with a pneumatic tire or 8 other suitable roller sufficiently to create micro cracking. 9 I. Curing 10 1. General 11 a. Cure for at least 48 hours. 12 b. Maintain the moisture content during curing at no lower than 2 percentage 13 points below optimum. 14 2. Curing method depends on finished pavement type: 15 a. Concrete pavement: 16 1) Sprinkle with water 17 2) Maintain moisture during curing 18 3) Do not allow equipment on the finished course during curing except as 19 required for sprinkling, unless otherwise approved. 20 b. Asphalt Pavement: 21 1) Apply an asphalt material at a rate of 0.05 to 0.20 gallon per square yard. 22 2) Do not allow equipment on the finished course during curing 23 3. Begin paving operations or add courses within 14 calendar days of final compaction 24 of the cement treated base. 25 3.5 REPAIR / RESTORATION [NOT USED] 26 3.6 RE -INSTALLATION [NOT USED] 27 3.7 FIELD QUALITY CONTROL 28 A.Density Test 29 1. City Project Representative must be on site during density testing 30 2. City to measure density of cement treated base course in accordance with ASTM 31 D6938. 32 3. Spacing directed by City (1 per block minimum). 33 4. City Project Representative determines density testing locations. 34 B.Depth Test 35 1. Take minimum of one core per 500 linear feet per each direction of travel 36 staggering test location in each lane to determine in -place depth. 37 2. City Project Representative determines depth testing locations. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised June 10, 2022 UTILITY CUT REPAIR CONTRACT 2 2023 City Project No. UC-02 2023 32 11 33 - 8 CEMENT TREATED BASE COURSES _ Page 8 of 8 1 3.8 SYSTEM STARTUP [NOT USED] 2 3.9 ADJUSTING [NOT USED] 3 3.10 CLEANING [NOT USED] 4 3.11 CLOSEOUT ACTIVITIES [NOT USED] 5 3.12 PROTECTION [NOT USED] 6 3.13 MAINTENANCE [NOT USED] 7 3.14 ATTACHMENTS [NOT USED] 8 END OF SECTION 4, 9 Revision Log DATE NAME SUMMARY OF CHANGE 3-11-2022 Zelalem Arega 1.3.A.2, 2.2.B — Added ASTM C595 — Type IL Cement r 1.1 A. —Added alternative of using CEM-LIME" in areas with high PI 6-10-2022 M Owen 1.2 A. — Added Measurement and Payment section for CEM-LIMETM 3.4 D. — Added clarification re: slurry application for CEM-LIME' 3.41. 3. — Clarified time limits between application and paving 10 w w RM up- q" CITY OF FORT WORTH UTILITY CUT REPAIR 1041 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CONTRACT 2 2023 Revised June 10, 2022 City Project No. UC-02 2023 OM pw M 1 2 3 PART1- GENERAL 4 1.1 SUMMARY 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 32 12 16 - 1 ASPHALT PAVING Page 1 of 26 SECTION 32 12 16 ASPHALT PAVING A. Section Includes: 1. Constructing a pavement layer composed of a compacted, dense -graded mixture of aggregate and asphalt binder for surface or base courses B. Deviations from this City of Fort Worth Standard Specification 1. H.M.A.C. MORE THAN 9-INCHES DEEP - When H.M.A.C. greater than 9-inches in depth is encountered, it shall be replaced with a combination of H.M.A.C. and 2:27 concrete base, as determined by the engineer, to achieve the required thickness of pavement. 2. ASPHALT DRIVEWAY REPAIR - At locations where H.M.A.C. driveways are encountered, such driveways shall be completely replaced for the full extent of the utility cut with H.M.A.C. equal to or better than the existing driveway. 3. 2-INCH TO 9-INCH H.M.A.C. PAVEMENT - These items will include the furnishing and placing of H.M.A.C. surface course as directed by the engineer. Subsidiary to the H.M.A.C. pavement shall be sawing, removal of asphaltic material, gravel and excavation ass shown on the details or as directed by the engineer. The removed surfacing shall be loaded into trucks upon removal and hauled away from the job site as directed by the engineer. In no case shall the removed surface be stockpiled on the job site. The following work method will be performed on each utility cut: a. Place safety signs, barricades and/or other warning devices where necessary and as required. b. The existing asphalt pavement shall be saw cut into a square or rectangular shape and cut side faces vertically. The sawed asphalt pavement shall be a minimum of one foot (1') outside the utility cut area. c. Apply liquid asphalt tack to vertical faces and bottom of excavated area in a uniform manner. Do not puddle tack coat on bottom of utility cut area. Do not apply tack coat to washed rock. d. Place H.M.A.C. surface mix in lifts not to exceed three inches (3"). Last or top lift shall not be less than two inches (2") in thickness. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised December 20, 2012 UTILITY CUT REPAIR CONTRACT 2 2023 City Project No. UC-02 2023 W 32 12 16-2 ASPHALT PAVING Page 2 of 26 1 e. Each lift shall be thoroughly compacted with a plate compactor or 2 portable vibratory roller. Fifteen to twenty passes will be necessary 3 with a vibratory roller and mix temperature above 250' F (121' C) to 4 ensure a good compaction. Top lift when compacted shall be 5 approximately 1/8 inch above surrounding pavement. 6 f. Apply liquid asphalt around edges of patch along cold joints. 7 g. Clean up surrounding area. Do not leave excess fill or excavated 8 material on the pavement. 9 h. Remove safety signs, barricade and/or warning devices after job is 10 complete. 11 Payment shall be made at the unit price per Square Yard as shown on the 12 proposal and shall be full compensation for furnishing all labor, materials, 13 equipment, tools and incidentals necessary to complete the work. 14 4. ASPHALT ONLY REPAIRS -UNIT IV- 15 At locations where the Water Department's crews have already saw cut the 16 paving repair edges and installed the applicable base repair (2:27 concrete, 17 reinforced concrete, etc.) the contractor will only be required to install the 18 appropriate thickness of the H.M.A.C. All applicable provisions governing the 19 placing of H.M.A.C. as stated in Deviation 3 of this specification "2-inch to 9- 20 inch H.M.A.C. Pavement" shall be followed. 21 Payment shall be made at the unit price per Square Yard as shown on the 22 proposal and shall be full compensation for furnishing all labor, materials, 23 equipment, tools and incidentals necessary to complete the work. 24 C. Related Specification Sections include, but are not necessarily limited to: 25 1. Division 0 - Bidding Requirements, Contract Forms, and Conditions of the Contract 26 2. Division 1 - General Requirements 27 3. Section 32 01 17 - Permanent Asphalt Paving Repair 28 1.2 PRICE AND PAYMENT PROCEDURES 29 A. Measurement and Payment 30 1. Asphalt Pavement 31 a. Measurement 32 1) Measurement for this Item shall be by the square yard of completed and 33 accepted asphalt pavement in its final position for various: 34 a) Thicknesses 35 b) Types 36 b. Payment 37 1) The work performed and materials furnished in accordance with this Item 38 and measured as provided under "Measurement" will be paid for at the unit 39 price bid per 40 c. The price bid shall include: 41 1) Shaping and fine grading the placement area 42 2) Furnishing, loading, unloading, storing, hauling and handling all materials 43 including freight and royalty 44 3) Traffic control for all testing 45 4) Asphalt, aggregate, and additive 46 5) Materials and work needed for corrective action CITY OF FORT WORTH UTILITY CUT REPAIR STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CONTRACT 2 2023 Revised December 20, 2012 City Project No. UC-02 2023 i M 04 N W W Mo 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 ,.r 42 43 44 45 46 47 48 49 32 12 16-3 ASPHALT PAVING Page 3 of 26 6) Trial batches 7) Tack coat 8) Removal and/or sweeping excess material 2. H.M.A.C. Transition a. Measurement 1) Measurement for this Item shall be by the ton of composite Hot Mix Asphalt required for H.M.A.C. Transition. b. Payment 1) The work performed and materials furnished in accordance with this Item and measured as provided under "Measurement" will be paid for at the unit price bid per ton of Hot Mix Asphalt. c. The price bid shall include: 1) Shaping and fine grading the roadbed 2) Furnishing, loading, unloading, storing, hauling and handling all materials including freight and royalty 3) Traffic control for all testing 4) Asphalt, aggregate, and additive 5) Materials and work needed for corrective action 6) Trial batches 7) Tack coat 8) Removal and/or sweeping excess material 3. Asphalt Base Course a. Measurement 1) Measurement for this Item shall be by the square yard of Asphalt Base Course completed and accepted in its final position for: a) Various thicknesses b) Various types 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 square yard of Asphalt Base Course. c. The price bid shall include: 1) Shaping and fine grading the roadbed 2) Furnishing, loading, unloading, storing, hauling and handling all materials including freight and royalty 3) Traffic control for all testing 4) Asphalt, aggregate, and additive 5) Materials and work needed for corrective action 6) Trial batches 7) Tack coat 8) Removal and/or sweeping excess material 4. H.M.A.C. Pavement Level Up a. Measurement 1) Measurement for this Item shall be by the ton of H.M.A.C. completed and accepted in its final position. b. Payment 1) The work performed and materials furnished in accordance with this Item and measured as provided under "Measurement" will be paid for at the unit price bid per ton of H.M.A.C. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised December 20, 2012 UTILITY CUT REPAIR CONTRACT 2 2023 City Project No. UC-02 2023 } 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 321216-4 ASPHALT PAVING Page 4 of 26 c. The price bid shall include: 1) Shaping and fine grading the roadbed 2) Furnishing, loading, unloading, storing, hauling and handling all materials including freight and royalty 3) Traffic control for all testing 4) Asphalt, aggregate, and additive 5) Materials and work needed for corrective action 6) Trial batches 7) Tack coat 8) Removal and/or sweeping excess material 5. H.M.A.C. Speed Cushion a. Measurement 1) Measurement for this Item shall be per each H.M.A.C. Speed Cushion installed. b. Payment 1) The work performed and materials furnished in accordance with this Item and measured as provided under "Measurement" will be paid for at the unit price bid per each H.M.A.C. Speed Cushion installed and accepted in its final position. c. The price bid shall include: 1) Shaping and fine grading the roadbed 2) Furnishing, loading, unloading, storing, hauling and handling all materials including freight and royalty 3) Traffic control for all testing 4) Asphalt, aggregate, and additive 5) Materials and work needed for corrective action 6) Trial batches 7) Tack coat 8) Removal and/or sweeping excess material 30 1.3 REFERENCES 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 A. Abbreviations and Acronyms 1. RAP (reclaimed asphalt pavement) 2. SAC (surface aggregate classification) 3. BRSQC (Bituminous Rated Source Quality Catalog) 4. AQMP (Aggregate Quality Monitoring Program) 5. H.M.A.C. (Hot Mix Asphalt Concrete) 6. WMA (Warm Mix Asphalt) B. Reference Standards 1. Reference standards cited in this specification refer to the current reference standard published at the time of the latest revision date logged at the end of this specification, unless a date is specifically cited. 2. National Institute of Standards and Technology (MIST) a. Handbook 44 - 2007 Edition: Specifications, Tolerances, and Other Technical Requirements for Weighing and Measuring Devices 3. ASTM International (ASTM): CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised December 20, 2012 UTILITY CUT REPAIR CONTRACT 2 2023 City Project No. UC-02 2023 a M i In M M i OM in W 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 321216-5 ASPHALT PAVING Page 5 of 26 a. ASTM D6084 - 06 Standard Test Method for Elastic Recovery of Bituminous Materials by D1uctilometer 4. American Association of State Highway and Transportation Officials a. MP2 Standard Specification for Superpave Volumetric Mix Design b. PP28 Standard Practice for Superpave Volumetric Design for Hot Mix Asphalt (HMA) c. T 201, Kinematic Viscosity of Asphalts (Bitumens) d. T 202 Standard Method of Test for Viscosity of Asphalts by Vacuum Capillary Viscometer e. T 316 Standard Method of Test for Viscosity Determination of Asphalt Binder Using Rotational Viscometer f. TP 1-93 Test Method for Determining the Flexural Creep Stiffness of Asphalt Binder Using the Bending Beam Rheometer (BBR) 5. Texas Department of Transportation a. Bituminous Rated Source Quality Catalog (BRSQC) b. TEX 100-E, Surveying and Sampling Soils for Highways c. Tex 106-E, Calculating the Plasticity Index of Soils d. Tex 107-E, Determining the Bar Linear Shrinkage of Soils e. Tex 200-F, Sieve Analysis of Fine and Coarse Aggregates f. Tex 203-F, Sand Equivalent Test g. Tex-204-17, Design of Bituminous Mixtures h. Tex-207-F, Determining Density of Compacted Bituminous Mixtures i. Tex 217-F, Determining Deleterious Material and Decantation Test for Coarse Aggregates j. Tex-226-F, Indirect Tensile Strength Test k. Tex-227-17, Theoretical Maximum Specific Gravity of Bituminous Mixtures 1. Tex-243-17, Tack Coat Adhesion in. Tex-244-17, Thermal profile of Hot Mix Asphalt n. Tex 280-F, Determination of Flat and Elongated Particles o. Tex 406-A, Material Finer Than 75 µm (No. 200) Sieve in Mineral Aggregates (Decantation Test for Concrete Aggregates) p. Tex 408-A, Organic Impurities in Fine Aggregate for Concrete q. Tex 410-A, Abrasion of Coarse Aggregate using the Los Angeles Machine r. Tex 411-A, Soundness of Aggregate by Using Sodium Sulfate or Magnesium s. Tex 460-A, Determining Crushed Face Particle Count t. Tex 461-A, Degradation of Coarse Aggregate by Micro-Deval Abrasion u. Sulfate v. Tex-530-C, Effect of Water on Bituminous Paving Mixtures w. Tex-540-C, Measurement of Polymer Separation on Heating in Modified Asphalt Systems x. Tex-541-C, Rolling Thin Film Oven Test for Asphalt Binders y. Tex-920-K, Verifying the Accuracy of Drum Mix Plant Belt Scales z. Tex-921-K, Verifying the Accuracy of Hot Mix Plant Asphalt Meters aa. Tex 923-K, Verifying the Accuracy of Liquid Additive Metering Systems CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised December 20, 2012 UTILITY CUT REPAIR CONTRACT 2 2023 City Project No. UC-02 2023 1 1.4 ADMINISTRATIVE REQUIREMENTS [NOT USED] 2 1.5 ACTION SUBMITTALS [NOT USED] 3 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS 4 A. Asphalt Paving Mix Design: Submit for approval. See 2.2.13.1. 5 1.7 CLOSEOUT SUBMITTALS [NOT USED] 6 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 7 1.9 QUALITY ASSURANCE [NOT USED] 8 1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED] 9 1.11 FIELD CONDITIONS 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 32 12 16 - 6 ASPHALT PAVING Page 6 of 26 A. Weather Conditions 1. Place mixture when the roadway surface temperature is equal to or higher than the temperatures listed in Table 1. Table 1 Minimum Pavement Surface Temperatures Minimum Pavement Surface Temperatures in Degrees Fahrenheit Originally Specified High Subsurface Layers or Surface Layers Placed in Temperature Binder Night Paving Operations Daylight Operations Grade PG64 or lower 45 50 PG 70 55' 60' PG 76 or higher 60' 60' 'Contractors may pave at temperatures 10°F lower than the values shown in Table 1 when utilizing a paving process including WMA or equipment that eliminates thermal segregation. In such cases, the contractor must use either a hand held thermal camera or a hand held infrared thermometer operated in accordance with Tex-244-F to demonstrate to the satisfaction of the City that the uncompacted mat has no more than 10' F of thermal segregation. 2. Unless otherwise shown on the Drawings, place mixtures only when weather conditions and moisture conditions of the roadway surface are suitable in the opinion of the City. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised December 20, 2012 UTILITY CUT REPAIR CONTRACT 2 2023 City Project No. UC-02 2023 w i r.Y EW Nib M M IF3 r-1 on 1 1.12 WARRANTY [NOT USED] 2 PART2- PRODUCTS 3 2.1 OWNER -FURNISHED PRODUCTS [NOT USED] 4 2.2 MATERIALS 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 32 12 16 - 7 ASPHALT PAVING Page 7 of 26 A. General 1. Furnish uncontaminated materials of uniform quality that meet the requirements of the Drawings and specifications. 2. Notify the City of all material sources. 3. Notify the City before changing any material source or formulation. 4. When the Contractor makes a source or formulation change, the City will verify that the requirements of this specification are met and may require a new laboratory mixture design, trial batch, or both. 5. The City may sample and test project materials at any time during the project to verify compliance. 6. The depth of the compacted lift should be at least 2 times the nominal maximum aggregate size. B. Aggregate 1. General a. Furnish aggregates from sources that conform to the requirements shown in Table 1, and as specified in this Section, unless otherwise shown on the Drawings. b. Provide aggregate stockpiles that meet the definition in this Section for either coarse aggregate or fine aggregate. c. When reclaimed asphalt pavement (RAP) is allowed by Drawing note, provide RAP stockpiles in accordance with this Section. d. Aggregate from RAP is not required to meet Table 2 requirements unless otherwise shown on the Drawings. e. Supply mechanically crushed gravel or stone aggregates that meet the definitions in Tex 100 E. f. Samples must be from materials produced for the project. g. The City will establish the surface aggregate classification (SAC) and perform Los Angeles abrasion, magnesium sulfate soundness, and Micro-Deval tests. h. Perform all other aggregate quality tests listed in Table 2. i. Document all test results on the mixture design report. j. The City may perform tests on independent or split samples to verify Contractor test results. k. Stockpile aggregates for each source and type separately and designate for the City. 1. Determine aggregate gradations for mixture design and production testing based on the washed sieve analysis given in Tex 200 F, Part II. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised December 20, 2012 UTILITY CUT REPAIR CONTRACT 2 2023 City Project No. UC-02 2023 om 32 12 16-8 ASPHALT PAVING Page 8 of 26 Table 2 Aggregate Quality Re uirements Property 7 Test Method Requirement Coarse Aggregate SAC AQMP As shown on Drawings Deleterious material, percent, max Tex-217-F, Part I 1.5 Decantation, percent, max Tex-217-F, Part II 1.5 Micro-Deval abrasion, percent, max Tex-461-A Note 1 Los Angeles abrasion, percent, max Tex-410-A 40 Magnesium sulfate soundness, 5 cycles, percent, max Tex-411-A 302 Coarse aggregate angularity, 2 crushed faces, Tex 460-A, Part I 853 percent, min Flat and elongated particles (d), 5: 1, percent, max Tex-280-F 10 Fine Aggregate Linear shrinkage, percent, max I Tex-107-E 3 Combined Aggregate Sand equivalent, percent, min I Tex-203-F 45 1. Not used for acceptance purposes. Used by the City as an indicator of the need for further investigation. 2. Unless otherwise shown on the Drawings. 3. Unless otherwise shown on the Drawings. Only applies to crushed gravel. 1 in. Coarse Aggregate 2 1) Coarse aggregate stockpiles must have no more than 20 percent material 3 passing the No. 8 sieve. 4 2) Maximum aggregate size should not be over half of the proposed lift depth 5 to prevent particle on particle contact issues. 6 3) Provide aggregates from sources listed in the BRSQC. 7 4) Provide aggregate from unlisted sources only when tested by the City 8 and/or approved before use. 9 5) Allow 30 calendar days for the City to sample, test, and report results for 10 unlisted sources. 11 6) Class B aggregate meeting all other requirements in Table 2 may be 12 blended with a Class A aggregate in order to meet requirements for Class A 13 materials. 14 7) When blending Class A and B aggregates to meet a Class A requirement, 15 ensure that at least 50 percent by weight of the material retained on the 16 No. 4 sieve comes from the Class A aggregate source. 17 8) Blend by volume if the bulk specific gravities of the Class A and B 18 aggregates differ by more than 0.300. 19 9) When blending, do not use Class C or D aggregates. 20 10) For blending purposes, coarse aggregate from RAP will be considered as 21 Class B aggregate. 22 11) Provide coarse aggregate with at least the minimum SAC shown on the 23 Drawings. 24 12) SAC requirements apply only to aggregates used on the surface of travel 25 lanes, unless otherwise shown on the Drawings. 26 n. RAP is salvaged, milled, pulverized, broken, or crushed asphalt pavement. 27 1) No RAP permitted for TYPE D H.M.A.C. CITY OF FORT WORTH UTILITY CUT REPAIR STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CONTRACT 2 2023 Revised December 20, 2012 City Project No, UC-02 2023 i r M do M M w 32 12 16-9 ASPHALT PAVING Page 9 of 26 1 2) Use no more than 20 percent RAP on TYPE B H.M.A.C. unless otherwise 2 shown on the Drawings. 3 3) Crush or break RAP so that 100 percent of the particles pass the 2 inch 4 sieve. 5 4) RAP from either Contractor or City, including RAP generated during the 6 project, is permitted only when shown on the Drawings. 7 5) City -owned RAP, if allowed for use, will be available at the location 8 shown on the Drawings. 9 6) When RAP is used, determine asphalt content and gradation for mixture 10 design purposes. 11 7) Perform other tests on RAP when shown on the Drawings. 12 8) When RAP is allowed by plan note, use no more than 30 percent RAP in 13 Type A or B mixtures unless otherwise shown on the Drawings. 14 9) Do not use RAP contaminated with dirt or other objectionable materials. 15 10) Do not use the RAP if the decantation value exceeds 5 percent and the 16 plasticity index is greater than 8. 17 11) Test the stockpiled RAP for decantation in accordance with the laboratory 18 method given in Tex-406-A, Part I. 19 12) Determine the plasticity index using Tex-106-E if the decantation value 20 exceeds 5 percent. 21 13) The decantation and plasticity index requirements do not apply to RAP 22 samples with asphalt removed by extraction. 23 14) Do not intermingle Contractor -owned RAP stockpiles with City -owned 24 RAP stockpiles. 25 15) Remove unused Contractor -owned RAP material from the project site upon 26 completion of the project. 27 16) Return unused City -owned RAP to the designated stockpile location. 28 o. Fine Aggregate 29 1) Fine aggregates consist of manufactured sands, screenings, and field sands. 30 2) Fine aggregate stockpiles must meet the gradation requirements in Table 3. 31 3) Supply fine aggregates that are free from organic impurities. 32 4) The City may test the fine aggregate in accordance with Tex-408-A to 33 verify the material is free from organic impurities. 34 5) At most 15 percent of the total aggregate may be field sand or other 35 uncrushed fine aggregate. 36 6) With the exception of field sand, use fine aggregate from coarse aggregate 37 sources that meet the requirements shown in Table 2, unless otherwise 38 approved. 39 7) If 10 percent or more of the stockpile is retained on the No. 4 sieve, test the 40 stockpile and verify that it meets the requirements in Table 1 for coarse 41 aggregate angularity (Tex-460-A) and flat and elongated particles 42 (Tex-280-F). CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised December 20, 2012 UTILITY CUT REPAIR CONTRACT 2 2023 City Project No. UC-02 2023 32 12 16 -10 ASPHALT PAVING Page 10 of 26 Table 3 Gradation Requirements for Fine Aggregate percent Passing by Weight or Sieve Size Volume 3/8" 100 #8 70-100 #200 0-30 1 2 2. Mineral Filler 3 a. Mineral filler consists of finely divided mineral matter such as agricultural 4 lime, crusher fines, hydrated lime, cement, or fly ash. 5 b. Mineral filler is allowed unless otherwise shown on the Drawings. 6 c. Do not use more than 2 percent hydrated lime or cement, unless otherwise 7 shown on the Drawings. The Drawings may require or disallow specific 8 mineral fillers. When used, provide mineral filler that: 9 1) Is sufficiently dry, free -flowing, and free from clumps and foreign matter; 10 2) Does not exceed 3 percent linear shrinkage when tested in accordance with 11 Tex-107-E; and meets the gradation requirements in Table 4. 12 Table 4 13 Gradation Requirements for Mineral Filler percent Passing by Weight or Sieve Size Volume #8 100 #200 55-100 14 15 3. Baghouse Fines 16 a. Fines collected by the baghouse or other dust -collecting equipment may be 17 reintroduced into the mixing drum 18 4. Asphalt Binder 19 a. Furnish the type and grade of performance -graded (PG) asphalt binder specified 20 as follows: 21 1) Performance -Graded Binders (PG Binders) 22 a) Must be smooth and homogeneous 23 b) Show no separation when tested in accordance with Tex-540-C 24 c) Meet Table 5 requirements w sw 0" 5M OM d" PM 9— CITY OF FORT WORTH UTILITY CUT REPAIR STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CONTRACT 2 2023 Revised December 20, 2012 City Project No. UC-02 2023 32 12 16 - 11 ASPHALT PAVING Page 11 of 26 Table 5 Performance -Graded Binders Performance Grade PG 58 PG 64 PG 70 PG 76 PG 82 Property and Test Method -22 I -28 I .34 -16 I -22 I -28 I -34 -16 -22 I -28 I -34 -16 I -22 I -28 I -34 -16 I -22 I -28 Average 7-day max pavement design temperature, °C' < 58 < 64 < 70 < 76 < 82 >I>I> >I>I>I> >I>I>I> >I>>I> >I>I> Min pavement design temperature, °C' 22 28 34 16 22 28 34 16 22 28 34 16 22 I 28 34 16 22 28 ORIGINAL BINDER Flash point, T 48, Min, °C 230 Viscosity, T 316:2.1 Max, 3.0 Paxs, test temperature, °C 135 Dynamic shear, T 315:4 G*/sin(d), Min, 1.00 kPa Test temperature @ 10 rad/sec., °C 58 64 70 76 82 Elastic recovery, D 6084, 50°F, percent I I I I I 1 1 Min - - 30 - - 30 50 30 50 60 30 50 60 70 50 60 70 ROLLING THIN-FILM OVEN (Tex-541-C) Mass loss, Tex-541-C, Max, percent 1 Dynamic shear, T 315: G*/sin(d), Min, 2.20 kPa 58 64 70 76 82 Test temperature @ 10 rad/sec., °C CITY OF FORT WORTH UTILITY CUT REPAIR STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CONTRACT 2 2023 Revised December 20, 2012 City Project No. UC-02 2023 32 12 16- 12 ASPHALT PAVING Page 12 of 26 Table 5 (continued) Performance -Graded Binders Performance Grade PG 58 PG 64 PG 70 PG 76 PG 82 Property and Test Method -22 I -28 I -34 1 -16 I -22 I -28 I -34 1 -16 I -22 I -28 I -34 1 -16 I -22 I -28 I -34 1 -16 I -22 I -28 PRESSURE AGING VESSEL (PAV) RESIDUE (R 28) PAV aging temperature, °C 100 Dynamic shear, T 315: 25 22 19 28 25 22 19 28 25 22 19 28 25 22 19 28 25 22 G*/sin(d), Max, 5000 kPa Test temperature @ 10 rad/sec., °C Creep stiffness, T 313:6, 6 -12 -18 -24 -6 -12 -18 -24 -6 -12 -18 -24 -6 -12 -18 -24 -6 -12 -18 S, max, 300 MPa, m-value, min, 0.300 Test temperature P, 60 sec., °C Direct tension, T 314:6 -12 -18 -24 -6 -12 -18 -24 -6 -12 -18 -24 -6 -12 -18 -24 -6 -12 -18 Failure strain, min, 1.0 percent Test temperature @ 1.0 mm/min., °C 1. Pavement temperatures are estimated from air temperatures using an algorithm contained in a Department -supplied computer program, may be provided by the Department, or by following the procedures outlined in AASHTO MP 2 and PP 28. 2. This requirement may be waived at the Department's discretion if the supplier warrants that the asphalt binder can be adequately pumped, mixed, and compacted at temperatures that meet all applicable safety, environmental, and constructability requirements. At test temperatures where the binder is a Newtonian fluid, any suitable standard means of viscosity measurement may be used, including capillary (T 201 or T 202) or rotational viscometry (T 316). 3. Viscosity at 135*C is an indicator of mixing and compaction temperatures that can be expected in the lab and field. High values may indicate high mixing and compaction temperatures. Additionally, significant variation can occur from batch to batch. Contractors should be aware that variation could significantly impact their mixing and compaction operations. Contractors are therefore responsible for addressing any constructability issues that may arise. 4. For quality control of unmodified asphalt binder production, measurement of the viscosity of the original asphalt binder may be substituted for dynamic shear measurements of G*/sin(d) at test temperatures where the asphalt is a Newtonian fluid. Any suitable standard means of viscosity measurement may be used, including capillary (T 201 or T 202) or rotational viscometry (T 316). 5. Silicone beam molds, as described in AASHTO TP 1-93, are acceptable for use. 6. If creep stiffness is below 300 MPa, direct tension test is not required. If creep stiffness is between 300 and 600 MPa, the direct tension failure strain requirement can be used instead of the creep stiffness requirement. The m-value requirement must be satisfied in both cases. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised December 20, 2012 UTILITY CUT REPAIR CONTRACT 2 2023 City Project No. UC-02 2023 ■ ■ ■ F 1 1 1 7 1 1 if � � � � } EW 321216-13 ASPHALT PAVING Page 13 of 26 2 b. Separation testing is not required if: 3 1) A modifier is introduced separately at the mix plant either by injection in 4 the asphalt line or mixer, 5 2) The binder is blended on site in continuously agitated tanks, or binder 6 acceptance is based on field samples taken from an in -line sampling port at 7 the hot mix plant after the addition of modifiers. 8 5. Tack Coat WP 9 a. Unless otherwise shown on the Drawings or approved, furnish CSS-lH, SS-lH, 10 or a PG binder with a minimum high -temperature grade of PG 58 for tack coat 11 binder in accordance with Section 2.2.A.5. Nip 12 6. Additives 13 a. General 14 1) When shown on the Drawings, use the type and rate of additive specified. 15 2) Other additives that facilitate mixing or improve the quality of the mixture 16 may be allowed when approved. 17 b. Liquid Antistripping Agent 18 1) Furnish and incorporate all required asphalt antistripping agents in asphalt 19 concrete paving mixtures and asphalt -stabilized base mixtures to meet 20 moisture resistance testing requirements. 21 2) Provide a liquid antistripping agent that is uniform and shows no evidence 22 of crystallization, settling, or separation. 23 3) Ensure that all liquid antistripping agents arrive in: 24 a) Properly labeled and unopened containers, as shipped from the 25 manufacturer, or 26 b) Sealed tank trucks with an invoice to show contents and quantities 27 c) Provide product information to the City including: 28 (1) Material safety data sheet 29 (2) Specific gravity of the agent at the manufacturer's recommended 30 addition temperature, 31 (3) Manufacturer's recommended dosage range, and 32 (4) Handling and storage instructions 33 4) Addition of lime or a liquid antistripping agent at the Mix Plant, 34 incorporate into the binder as follows: 35 a) Handle in accordance with the manufacturer's recommendations. 36 b) Add at the manufacturer's recommended addition temperature. 37 c) Add into the asphalt line by means of an in -line -metering device. 38 c. Liquid Asphalt Additive Meters 39 1) Provide a means to check the accuracy of meter output for asphalt primer, 40 fluxing material, and liquid additives. 41 2) Furnish a meter that reads in increments of 0.1 gal. or less. _ 42 3) Verify accuracy of the meter in accordance with Tex-923-K. 43 4) Ensure the accuracy of the meter within 5.0 percent. 44 7. Mixes 45 a. Design Requirements 46 1) Unless otherwise shown on the Drawings, use the typical weight design 47 example given in Tex-204-F, Part I, to design a mixture meeting the 48 requirements listed in Tables 2 through 8. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised December 20, 2012 UTILITY CUT REPAIR CONTRACT 2 2023 City Project No. UC-02 2023 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 3212 16 - 14 ASPHALT PAVING Page 14 of 26 2) Furnish the City with representative samples of all materials used in the mixture design. 3) The City will verify the mixture design. 4) If the design cannot be verified by the City, furnish another mixture design. Table 6 Master Gradation Bands ( percent Passing by Weight or Volume) and Volumetric Properties B C D Sieve Fine Coarse Fine Size Base Surface Surface 1-1/2" — — — 1" 98.0-100.0 — — 3/4" 84.0-98.0 95.0-100.0 — 1/2" — — 98.0-100.0 3/8" 60.0-80.0 70.0-85.0 85.0-100.0 #4 40.0-60.0 43.0-63.0 50.0-70.0 #8 29.0-43.0 32.0-44.0 35.0-46.0 #30 13.0-28.0 14.0-28.0 15.0-29.0 #50 6.0-20.0 7.0-21.0 7.0-20.0 #200 2.0-7.0 2.0-7.0 2.0-7.0 Design VMA1, percent Minimum — 13.0 1 14.0 15.0 Plant -Produced VMA, percent Minimum — 12.0 13.0 14.0 1. Voids in Mineral Aggregates. Table 7 Laboratory Mixture Design Properties Property Test Requirement Method Target laboratory -molded density, percent Tex-207-F 96.01 Tensile strength (dry), psi (molded to 93 Tex-226-F 85-2002 percent f 1 percent density) Boil test' Tex-530-C — 1. Unless otherwise shown on the Drawings. 2. May exceed 200 psi when approved and may be waived when approved. 3. Used to establish baseline for comparison to production results. May be waived when approved. 8. Warm Mix Asphalt (WMA) a. WMA is defined as additives or processes that allow a reduction in the temperature at which asphalt mixtures are produced and placed. b. WMA is allowed for use at the Contractor's option unless otherwise shown on the Drawings. c. Produce an asphalt mixture within the temperature range of 215 degrees F and 275 degrees F. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised December 20, 2012 UTILrrY CUT REPAIR CONTRACT 2 2023 City Project No. UC-02 2023 rt SM wa w M a 32 12 16 - 15 ASPHALT PAVING Page 15 of 26 1 d. When WMA is not required by Drawings, produce an asphalt mixture within ?� the temperature range of 215 degrees F and 275 degrees F. 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 10 A. Hauling Operations 11 1. Before use, clean all truck beds to ensure mixture is not contaminated. 12 2. When a release agent is necessary to coat truck beds, use a release agent approved 13 by the City. 14 3. Petroleum based products, such as diesel fuel, should not be used. 15 4. If wind, rain, temperature or haul distance impacts cooling, insulate truck beds or 16 cover the truck bed with tarpaulin. 17 5. If haul time in project is to be greater than 30 minutes, insulate truck beds or cover 18 the truck bed with tarpaulin. 19 3.4 INSTALLATION 20 A. Equipment 21 1. General 22 a. Provide required or necessary equipment to produce, haul, place, compact, and 23 core asphalt concrete pavement. 24 b. Ensure weighing and measuring equipment complies with specification. 25 c. Synchronize equipment to produce a mixture meeting the required proportions. 26 2. Production Equipment 27 a. Provide: 28 1) Drum -mix type, weigh -batch, or modified weigh -batch mixing plants that 29 ensure a uniform, continuous production 30 2) Automatic proportioning and measuring devices with interlock cut-off 31 circuits that stop operations if the control system malfunctions 32 3) Visible readouts indicating the weight or volume of asphalt and aggregate 33 proportions 34 4) Safe and accurate means to take required samples by inspection forces 35 5) Permanent means to check the output of metering devices and to perform 36 calibration and weight checks 37 6) Additive -feed systems to ensure a uniform, continuous material flow in the 38 desired proportion 39 3. Weighing and Measuring Equipment 40 a. General 41 1) Provide weighing and measuring equipment for materials measured or 42 proportioned by weight or volume. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised December 20, 2012 UTILITY CUT REPAIR CONTRACT 2 2023 City Project No. UC-02 2023 i 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 32 12 16-16 ASPHALT PAVING Page 16 of 26 2) Provide certified scales, scale installations, and measuring equipment meeting the requirements of MST Handbook 44, except that the required accuracy must be 0.4 percent of the material being weighed or measured. 3) Furnish leak -free weighing containers large enough to hold a complete batch of the material being measured. b. Truck Scales 1) Furnish platform truck scales capable of weighing the entire truck or truck — trailer combination in a single draft. c. Aggregate Batching Scales 1) Equip scales used for weighing aggregate with a quick adjustment at zero that provides for any change in tare. 2) Provide a visual means that indicates the required weight for each aggregate- d. Suspended Hopper 1) Provide a means for the addition or the removal of small amounts of material to adjust the quantity to the exact weight per batch. 2) Ensure the scale equipment is level. e. Belt Scales 1) Use belt scales for proportioning aggregate that are accurate to within 1.0 percent based on the average of 3 test runs, where no individual test run exceeds 2.0 percent when checked in accordance with Tex-920-K. f. Asphalt Material Meter 1) Provide an asphalt material meter with an automatic digital display of the volume or weight of asphalt material. 2) Verify the accuracy of the meter in accordance with Tex-921-K. 3) When using the asphalt meter for payment purposes, ensure the accuracy of the meter is within 0.4 percent. 4) When used to measure component materials only and not for payment, ensure the accuracy of the meter is within 1.0 percent. g. Liquid Asphalt Additive Meters 1) Provide a means to check the accuracy of meter output for asphalt primer, fluxing material, and liquid additives. 2) Furnish a meter that reads in increments of 0.1 gallon or less. 3) Verify accuracy of the meter in accordance with Tex-923-K. 4) Ensure the accuracy of the meter within 5.0 percent. 4. Drum -Mix Plants. Provide a mixing plant that complies with the requirements below. a. Aggregate Feed System 1) Provide: a) A minimum of 1 cold aggregate bin for each stockpile of individual materials used to produce the mix b) Bins designed to prevent overflow of material c) Scalping screens or other approved methods to remove any oversized material, roots, or other objectionable materials d) A feed system to ensure a uniform, continuous material flow in the desired proportion to the dryer e) An integrated means for moisture compensation f) Belt scales, weigh box, or other approved devices to measure the weight of the combined aggregate CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised December 20, 2012 UTILITY CUT REPAIR CONTRACT 2 2023 City Project No. UC-02 2023 ow q" OR M M MP M W 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 32 12 16 - 17 ASPHALT PAVING Page 17 of 26 g) Cold aggregate bin flow indicators that automatically signal interrupted material flow b. Reclaimed Asphalt Pavement (RAP) Feed System 1) Provide a separate system to weigh and feed RAP into the hot mix plant. c. Mineral Filler Feed System 1) Provide a closed system for mineral filler that maintains a constant supply with minimal loss of material through the exhaust system. 2) Interlock the measuring device into the automatic plant controls to automatically adjust the supply of mineral filler to plant production and provide a consistent percentage to the mixture. d. Heating, Drying, and Mixing Systems 1) Provide: a) A dryer or mixing system to agitate the aggregate during heating b) A heating system that controls the temperature during production to prevent aggregate and asphalt binder damage c) A heating system that completely burns fuel and leaves no residue d) A recording thermometer that continuously measures and records the mixture discharge temperature e) Dust collection system to collect excess dust escaping from the drum. e. Asphalt Binder Equipment 1) Supply equipment to heat binder to the required temperature. 2) Equip the heating apparatus with a continuously recording thermometer located at the highest temperature point. 3) Produce a 24 hour chart of the recorded temperature. 4) Place a device with automatic temperature compensation that accurately meters the binder in the line leading to the mixer. 5) Furnish a sampling port on the line between the storage tank and mixer. Supply an additional sampling port between any additive blending device and mixer. f. Mixture Storage and Discharge 1) Provide a surge -storage system to minimize interruptions during operations unless otherwise approved. 2) Furnish a gob hopper or other device to minimize segregation in the bin. 3) Provide an automated system that weighs the mixture upon discharge and produces a ticket showing: a) Date b) Project identification number c) Plant identification d) Mix identification e) Vehicle identification f) Total weight of the load g) Tare weight of the vehicle h) Weight of mixture in each load i) Load number or sequential ticket number for the day g. Truck Scales 1) Provide standard platform scales at an approved location. 5. Weigh -Batch Plants. Provide a mixing plant that complies with Section 2.2.B.4 "Drum -Mix Plants," except as required below: a. Screening and Proportioning CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised December 20, 2012 UTILITY CUT REPAIR CONTRACT 2 2023 City Project No. UC-02 2023 6 4M 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 32 12 16 - 18 ASPHALT PAVING Page 18 of 26 1) Provide enough hot bins to separate the aggregate and to control proportioning of the mixture type specified. a) Supply bins that discard excessive and oversized material through overflow chutes. b) Provide safe access for inspectors to obtain samples from the hot bins. b. Aggregate Weigh Box and Batching Scales 1) Provide a weigh box and batching scales to hold and weigh a complete batch of aggregate. 2) Provide an automatic proportioning system with low bin indicators that automatically stop when material level in any bin is not sufficient to complete the batch. c. Asphalt Binder Measuring System 1) Provide bucket and scales of sufficient capacity to hold and weigh binder for 1 batch. d. Mixer 1) Equipment mixers with an adjustable automatic timer that controls the dry and wet mixing period and locks the discharge doors for the required mixing period 2) Furnish a pug mill with a mixing chamber large enough to prevent spillage. 6. Modified Weigh -Batch Plants. Provide a mixing plant that complies with Section 2.2.B.5. "Weigh -Batch Plants," except as specifically described below. a. Aggregate Feeds 1) Aggregate control is required at the cold feeds. Hot bin screens are not required. b. Surge Bins 1) Provide 1 or more bins large enough to produce 1 complete batch of mixture. c. Hauling Equipment 1) Provide trucks with enclosed sides to prevent asphalt mixture loss. 2) Cover each load of mixture with waterproof tarpaulins. 3) Before use, clean all truck beds to ensure the mixture is not contaminated. 4) When necessary, coat the inside truck beds with an approved release agent from the City. d. Placement and Compaction Equipment 1) Provide equipment that does not damage underlying pavement. 2) Comply with laws and regulations concerning overweight vehicles. 3) When permitted, other equipment that will consistently produce satisfactory results may be used. 7. Asphalt Paver a. General 1) Furnish a paver that will produce a finished surface that meets longitudinal and transverse profile, typical section, and placement requirements. 2) Ensure the paver does not support the weight of any portion of hauling equipment other than the connection. 3) Provide loading equipment that does not transmit vibrations or other motions to the paver that adversely affect the finished pavement quality. 4) Equip the paver with an automatic, dual, longitudinal -grade control system and an automatic, transverse -grade control system. b. Tractor Unit CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised December 20, 2012 UTILITY CUT REPAIR CONTRACT 2 2023 City Project No. UC-02 2023 om on Pd N 94 MW M W *. 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 rt 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 32 12 16 - 19 ASPHALT PAVING Page 19 of 26 1) Supply a tractor unit that can push or propel vehicles, dumping directly into the finishing machine to obtain the desired lines and grades to eliminate any hand finishing. 2) Equip the unit with a hitch sufficient to maintain contact between the hauling equipment's rear wheels and the finishing machine's pusher rollers while mixture is unloaded. c. Screed 1) Provide a heated compacting screed that will produce a finished surface that meets longitudinal and transverse profile, typical section, and placement requirements. 2) Screed extensions must provide the same compacting action and heating as the main unit unless otherwise approved. d. Grade Reference 1) Provide a grade reference with enough support that the maximum deflection does not exceed 1/16 inch between supports. 2) Ensure that the longitudinal controls can operate from any longitudinal grade reference including a string line, ski, mobile string line, or matching shoes. 3) Furnish paver skis or mobile string line at least 40 feet long unless otherwise approved. 8. Material Transfer Devices a. Provide the specified type of device when shown on the Drawings. b. Ensure the devices provide a continuous, uniform mixture flow to the asphalt paver. c. When used, provide windrow pick-up equipment constructed to pick up substantially all roadway mixture placed in the windrow. 9. Remixing Equipment a. When required, provide equipment that includes a pug mill, variable pitch augers, or variable diameter augers operating under a storage unit with a minimum capacity of 8 tons. 10. Motor Grader a. When allowed, provide a self-propelled grader with a blade length of at least 12 feet and a wheelbase of at least 16 feet. 11. Handheld Infrared Thermometer a. Provide a handheld infrared thermometer meeting the requirements of Tex-244-F. 12. Rollers a. The Contractor may use any type of roller to meet the production rates and quality requirements of the Contract unless otherwise shown on the Drawings or directed. b. When specific types of equipment are required, use equipment that meets the specified requirements. c. Alternate Equipment 1) Instead of the specified equipment, the Contractor may, as approved, operate other compaction equipment that produces equivalent results. 2) Discontinue the use of the alternate equipment and furnish the specified equipment if the desired results are not achieved. d. City may require Contractor to substitute equipment if production rate and quality requirements of the Contract are not met. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised December 20, 2012 UTILITY CUT REPAIR CONTRACT 2 2023 City Project No. UC-02 2023 r P. 321216-20 ASPHALT PAVING Page 20 of 26 1 13. Straightedges and Templates. Furnish 10 foot straightedges and other templates as 2 required or approved. 3 14. Distributor vehicles 4 a. Furnish vehicle that can achieve a uniform tack coat placement. 5 b. The nozzle patterns, spray bar height and distribution pressure must work 6 together to produce uniform application. 7 c. The vehicle should be set to provide a "double lap" or "triple lap" coverage. 8 d. Nozzle spray patterns should be identical to one another along the distributor 9 spray bar. 10 e. Spray bar height should remain constant. 11 f. Pressure within the distributor must be capable of forcing the tack coat material 12 out of spray nozzles at a constant rate. 13 15. Coring Equipment 14 a. When coring is required, provide equipment suitable to obtain a pavement 15 specimen meeting the dimensions for testing. 16 B. Construction 17 1. Design, produce, store, transport, place, and compact the specified paving mixture 18 in accordance with the requirements of this Section. 19 2. Unless otherwise shown on the Drawings, provide the mix design. 20 3. The City will perform quality assurance (QA) testing. 21 4. Provide quality control (QC) testing as needed to meet the requirements of this 22 Section. 23 C. Production Operations 24 1. General 25 a. The City may suspend production for noncompliance with this Section. 26 b. Take corrective action and obtain approval to proceed after any production 27 suspension for noncompliance. 28 2. Operational Tolerances 29 a. Stop production if testing indicates tolerances are exceeded on any of the 30 following: 31 1) 3 consecutive tests on any individual sieve 32 2) 4 consecutive tests on any of the sieves 33 3) 2 consecutive tests on asphalt content 34 b. Begin production only when test results or other information indicate, to the 35 satisfaction of the City, that the next mixture produced will be within Table 9 36 tolerances. 37 3. Storage and Heating of Materials 38 a. Do not heat the asphalt binder above the temperatures specified in Section 39 2.2.A. or outside the manufacturer's recommended values. 40 b. On a daily basis, provide the City with the records of asphalt binder and hot- 41 mix asphalt discharge temperatures in accordance with Table 10. 42 c. Unless otherwise approved, do not store mixture for a period long enough to 43 affect the quality of the mixture, nor in any case longer than 12 hours. 44 4. Mixing and Discharge of Materials 45 a. Notify the City of the target discharge temperature and produce the mixture 46 within 25 degrees F of the target. oft NM SM OM on CITY OF FORT WORTH UTILITY CUT REPAIR ^ STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CONTRACT 2 2023 Revised December 20, 2012 City Project No. UC-02 2023 0- PM i 3212 16 - 21 ASPHALT PAVING Page 21 of 26 1 b. Monitor the temperature of the material in the truck before shipping to ensure 2 that it does not exceed 350 degrees F. The City will not pay for or allow 3 placement of any mixture produced at more than 350 degrees F. 4 c. Control the mixing time and temperature so that substantially all moisture is 5 removed from the mixture before discharging from the plant. 6 D. Placement Operations 7 1. Place the mixture to meet the typical section requirements and produce a smooth, 8 finished surface or base course with a uniform appearance and texture. 9 2. Offset longitudinal joints of successive courses of hot mix by at least 6 inches. 10 3. Place mixture so longitudinal joints on the surface course coincide with lane lines, 11 or as directed. Ensure that all finished surfaces will drain properly. 12 4. When End Dump Trucks are used, ensure the bed does not contact the paver when 13 raised. 14 5. Placement can be performed by hand in situations where the paver cannot place it 15 adequately due to space restrictions. 16 6. Hand -placing should be minimized to prevent aggregate segregation and surface 17 texture issues. 18 7. All hand placement shall be checked with a straightedge or template before rolling 19 to ensure uniformity. 20 8. Place mixture within the compacted lift thickness shown in Table 9, unless 21 otherwise shown on the Drawings or otherwise directed. 22 Table 9 23 Compacted Lift Thickness and Required Core Height Compacted Lift Thickness Mixture Type Minimum Maximum (in.) (in.) B 2.00 3.00 C 2.00 2.50 D 1.50 2.00 24 25 9. Tack Coat 26 a. Clean the surface before placing the tack coat. Unless otherwise approved, 27 apply tack coat uniformly at the rate directed by the City. 28 b. The City will set the rate between 0.04 and 0.10 gallons of residual asphalt per 29 square yard of surface area. 30 c. Apply a thin, uniform tack coat to all contact surfaces of curbs, structures, and 31 all joints. 32 d. Prevent splattering of tack coat when placed adjacent to curb, gutter, metal 33 beam guard fence and structures. 34 e. Roll the tack coat with a pneumatic -tire roller when directed. 35 f. The City may use Tex-243-F to verify that the tack coat has adequate adhesive 36 properties. 37 g. The City may suspend paving operations until there is adequate adhesion. 38 h. The tack coat should be placed with enough time to break or set before 39 applying hot mix asphalt layers. 40 i. Traffic should not be allowed on tack coats. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised December 20, 2012 UTILITY CUT REPAIR CONTRACT 2 2023 City Project No. UC-02 2023 3212 16 - 22 ASPHALT PAVING Page 22 of 26 1 j. When a tacked road surface must be opened to traffic, they should be covered 2 with sand to provide friction and prevent pick-up. 3 k. A typical rate for applying a sand cover is 4 to 8 lbs/square yard. 4 10. General placement requirements 5 a. Material should be delivered to maintain a relatively constant head of material 6 in front of the screed. 7 b. The hopper should never be allowed to empty during paving. 8 c. Dumping wings between trucks not allowed. Dispose of at end of days 9 production. 10 E. Lay -Down Operation 11 1. Minimum Mixture Placement Temperatures. Use Table 10 for minimum mixture 12 placement temperatures. 13 2. Windrow Operations. When hot mix is placed in windrows, operate windrow 14 pickup equipment so that substantially all the mixture deposited on the roadbed is 15 picked up and loaded into the paver. 16 Table 10 17 Suggested Minimum Mixture Placement Temperature High -Temperature Minimum Placement Binder Grade Temperature (Before Entering Paver) PG 64 or lower 260OF PG 70 270OF PG 76 280OF PG 82 or higher 290OF 18 F. Compaction 19 1. Use air void control unless ordinary compaction control is specified on the 20 Drawings. 21 2. Avoid displacement of the mixture. If displacement occurs, correct to the 22 satisfaction of the City. 23 3. Ensure pavement is fully compacted before allowing rollers to stand on the 24 pavement. 25 4. Unless otherwise directed, use only water or an approved release agent on rollers, 26 tamps, and other compaction equipment. 27 5. Keep diesel, gasoline, oil, grease, and other foreign matter off the mixture. 28 6. Unless otherwise directed, operate vibratory rollers in static mode when not 29 compacting, when changing directions, or when the plan depth of the pavement mat 30 is less than 1-1/2 inches. 31 7. Use tamps to thoroughly compact the edges of the pavement along curbs, headers, 32 and similar structures and in locations that will not allow thorough compaction with 33 the rollers. 34 8. The City may require rolling with a trench roller on widened areas, in trenches, and 35 in other limited areas. 36 9. Allow the compacted pavement to cool to 160 degrees F or lower before opening to 37 traffic unless otherwise directed. CITY OF FORT WORTH UTILITY CUT REPAIR STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CONTRACT 2 2023 Revised December 20, 2012 City Project No. UC-02 2023 0- MU M MW W" w F" 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 32 12 16 - 23 ASPHALT PAVING Page 23 of26 10. When directed, sprinkle the finished mat with water or limewater to expedite opening the roadway to traffic. 11. Air Void Control a. General 1) Compact dense -graded hot -mix asphalt to contain from 5 percent to 9 percent in -place air voids. 2) Do not increase the asphalt content of the mixture to reduce pavement air voids. b. Rollers 1) Furnish the type, size, and number of rollers required for compaction, as approved. 2) Use a pneumatic -tire roller to seal the surface, unless otherwise shown on the Drawings. 3) Use additional rollers as required to remove any roller marks. c. Air Void Determination 1) Unless otherwise shown on the Drawings, obtain 2 roadway specimens at each location selected by the City for in -place air void determination. 2) The City will measure air voids in accordance with Tex-207-17 and Tex-227-F. 3) Before drying to a constant weight, cores may be predried using a Corelok or similar vacuum device to remove excess moisture. 4) The City will use the average air void content of the 2 cores to calculate the in -place air voids at the selected location. d. Air Voids Out of Range 1) If the in -place air void content in the compacted mixture is below 5 percent or greater than 9 percent, change the production and placement operations to bring the in -place air void content within requirements. e. Test Section 1) Construct a test section of 1 lane -width and at most 0.2 miles in length to demonstrate that compaction to between 5 percent and 9 percent in -place air voids can be obtained. 2) Continue this procedure until a test section with 5 percent to 9 percent in - place air voids can be produced. 3) The City will allow only 2 test sections per day. 4) When a test section producing satisfactory in -place air void content is placed, resume full production. 12. Ordinary Compaction Control a. Furnish the type, size, and number of rollers required for compaction, as approved. Furnish at least 1 medium pneumatic -tire roller (minimum 12-ton weight). b. Use the control strip method given in Tex-207-F, Part IV, to establish rolling patterns that achieve maximum compaction. c. Follow the selected rolling pattern unless changes that affect compaction occur in the mixture or placement conditions. d. When such changes occur, establish a new rolling pattern. e. Compact the pavement to meet the requirements of the Drawings and specifications. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised December 20, 2012 UTILITY CUT REPAIR CONTRACT 2 2023 City Project No. UC-02 2023 M w 32 12 16 - 24 ASPHALT PAVING Page 24 of 26 1 f. When rolling with the 3-wheel, tandem or vibratory rollers, start by first rolling 2 the joint with the adjacent pavement and then continue by rolling longitudinally 3 at the sides. 4 g. Proceed toward the center of the pavement, overlapping on successive trips by 5 at least 1 ft., unless otherwise directed. 6 h. Make alternate trips of the roller slightly different in length. 7 i. On superelevated curves, begin rolling at the low side and progress toward the 8 high side unless otherwise directed. 9 G. Irregularities 10 1. Identify and correct irregularities including, but not limited to segregation, rutting, 11 raveling, flushing, fat spots, mat slippage, irregular color, irregular texture, roller 12 marks, tears, gouges, streaks, uncoated aggregate particles, or broken aggregate 13 particles. 14 2. The City may also identify irregularities, and in such cases, the City shall promptly 15 notify the Contractor. 16 3. If the City determines that the irregularity will adversely affect pavement 17 performance, the City may require the Contractor to remove and replace (at the 18 Contractor's expense) areas of the pavement that contain the irregularities and areas 19 where the mixture does not bond to the existing pavement. 20 4. If irregularities are detected, the City may require the Contractor to immediately 21 suspend operations or may allow the Contractor to continue operations for no more 22 than 1 day while the Contractor is taking appropriate corrective action. 23 5. The City may suspend production or placement operations until the problem is 24 corrected. 25 6. At the expense of the Contractor and to the satisfaction of the City, remove and 26 replace any mixture that does not bond to the existing pavement or that has other 27 surface irregularities identified above. 28 3.5 REPAIR 29 A. See Section 32 01 17. 30 3.6 QUALITY CONTROL 31 A. Production Testing 32 1. Perform production tests to verify asphalt paving meets the performance standard 33 required in the Drawings and specifications. 34 2. City to measure density of asphalt paving with nuclear gauge. 35 3. City to core asphalt paving from the normal thickness of section once acceptable 36 density achieved. City identifies location of cores. 37 a. Minimum core diameter: 4 inches 38 b. Minimum spacing: 200 feet 39 c. Minimum of 1 core every block 40 d. Alternate lanes between core 41 4. City to use cores to determine pavement thickness and calculate theoretical density. 42 a. City to perform theoretical density test a minimum of 1 per day per street. 43 B. Density Test 44 1. The average measured density of asphalt paving must meet specified density. r on ow 0- CITY OF FORT WORTH UTILITY CUT REPAIR F STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CONTRACT 2 2023 Revised December 20, 2012 City Project No. UC-02 2023 PM 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 ., am .ft 32 12 16 - 25 ASPHALT PAVING Page 25 of 26 2. Average of measurements per street not meeting the minimum specified strength shall be subject to the money penalties or removal and replacement at the Contractor's expense as show in Table 11. Table 11 Density Payment Schedule Percent Rice Percent of Contract Price Allowed 89 and lower remove and replace at the entire cost and expense of Contractor as directed by City. 90 75-percent 91-93 100-percent 94 90-percent 95 75-percent Over 95 remove and replace at the entire cost and expense of Contractor as directed by City. 3. The amount of penalty shall be deducted from payment due to Contractor. 4. These requirements are in addition to the requirements of Article 1.2. C. Pavement Thickness Test 1. City measure each core thickness by averaging at least 3 measurements. 2. The number of tests and location shall be at the discretion of the City, unless otherwise specified in the special provisions or on the Drawings. 3. In the event a deficiency in the thickness of pavement is revealed during production testing, subsequent tests necessary to isolate the deficiency shall be at the Contractor's expense. 4. The cost for additional coring test shall be at the same rate charged by commercial laboratories. 5. Where the average thickness of pavement in the area found to be deficient, payment shall be made at an adjusted price as specified in Table 12. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised December 20, 2012 UTILITY CUT REPAIR CONTRACT 2 2023 City Project No. UC-02 2023 r 32 12 16 - 26 ASPHALT PAVING Page 26 of 26 1 Table 12 2 Thickness Deficiency Penalties Deficiency in Thickness Proportional Part Determined by Cores Of Contract Price Greater Than 0 percent - Not More than 10 percent 90 percent Greater Than 10 percent - Not More than 15 percent 80 percent remove and replace at the entire cost and Greater Than 15 percent expense of Contractor as directed by City. 3 4 6. If, in the judgment of the City, the area of such deficiency warrants removal, the 5 area shall be removed and replaced, at the Contractor's entire expense, with asphalt 6 paving of the thickness shown on the Drawings. 7 7. No additional payment over the contract unit price shall be made for any pavement 8 of a thickness exceeding that required by the Drawings. 9 3.7 FIELD QUALITY CONTROL [NOT USED] 10 3.8 SYSTEM STARTUP [NOT USED] 11 3.9 ADJUSTING [NOT USED] 12 3.10 CLEANING [NOT USED] 13 3.11 CLOSEOUT ACTIVITIES [NOT USED] 14 3.12 PROTECTION [NOT USED] 15 3.13 MAINTENANCE [NOT USED] 16 3.14 ATTACHMENTS [NOT USED] 17 END OF SECTION 18 Revision Log DATE NAME SUMMARY OF CHANGE 12/20/2012 D. Johnson 1.2.A — Modified items to be included in price bid 19 CITY OF FORT WORTH UTILITY CUT REPAIR STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CONTRACT 2 2023 Revised December 20, 2012 City Project No. UC-02 2023 1 2 3 PART1- GENERAL 4 1.1 SUMMARY 5 A.Section includes: 6 7 8 9 10 11 12 13 14 15 321313-1 CONCRETE PAVING Page 1 of 23 SECTION 32 13 13 CONCRETE PAVING 1. Finished pavement constructed of Portland cement concrete including monolithically poured curb on the prepared subgrade or other base course. B.Deviations from this City of Fort Worth Standard Specification 1. Quick -Set Concrete - In high traffic areas where the utility cut repair must be returned to service sooner than a normal cure time will allow, the contractor as directed by the engineer shall use concrete admixtures as outlined in this specification Part 2- Products; 2.2 Materials; D. Admixtures or ready made mixes such as " Rapid Set" concrete mix or approved equal. Any and all materials used shall conform to the above mentioned specification. Payment for quick set concrete shall be made at the unit price per bid Cubic Yards as shown on the proposal and shall be full compensation for furnishing all labor, materials, equipment, tools and incidentals necessary to complete the work. 2. Limits of Concrete Pavement Repair - The following criteria will be used to determine the limits of concrete pavement repair for this contract: a. The minimum size of repair for concrete shall be 5' x 5'. b. Whenever the limits of the repair are eight feet (8') or less from an adjacent joint of any type, the replacement shall be extended to that joint. c. Dummy joints shall be sawed across any panel where the construction joint intersects the panel and a joint does not exist. All new joints (construction or dummy) shall be parallel with existing joints. d. Depending on the existing longitudinal joint spacing and the limits of the damaged pavement, the contractor may be required to extend the replacement to the halfway point of the panel. The determination shall be made by the inspector on a case by case basis in order to assure uniform joint spacing. Payment for all concrete pavement repairs shall be made at the unit price bid per Square Yard as shown in the proposal and shall be full compensation for furnishing all labor, materials, equipment, tools and incidentals necessary to complete the work. However, payment for sawcutting dummy joints in adjacent panels shall be made under the appropriate bid item. C.Related Specification Sections include, but are not necessarily limited to: 1. Division 0 - Procurement and Contracting Requirements 2. Division 1 - General Requirements 3. Section 32 0129 - Concrete Paving Repair 4. Section 32 13 73 - Concrete Paving Joint Sealants CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised June 10, 2022 UTILITY CUT REPAIR CONTRACT 2 2023 City Project No. UC-02 2023 321313-2 CONCRETE PAVING Page 2 of 23 16 1.2 PRICE AND PAYMENT PROCEDURES 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 A.Measurement 1. Measurement a. Measurement for this Item shall be by the square yard of completed and accepted Concrete Pavement in its final position as measured from back of curb for various: 1) Classes 2) Thicknesses 2. Payment a. The work performed and materials furnished in accordance with this Item will be paid for at the unit price bid per square yard of Concrete Pavement. 3. The price bid shall include: a. Shaping and fine grading the placement area b. Furnishing and applying all water required c. Furnishing, loading and unloading, storing, hauling and handling all concrete ingredients including all freight and royalty involved d. Mixing, placing, finishing and curing all concrete e. Furnishing and installing all reinforcing steel f. Furnishing all materials and placing longitudinal, warping, expansion, and contraction joints, including all steel dowels, dowel caps and load transmission units required, wire and devices for placing, holding and supporting the steel bar, load transmission units, and joint filler material in the proper position; for coating steel bars where required by the Drawings g. Sealing joints h. Monolithically poured curb i. Cleanup CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised June 10, 2022 UTILITY CUT REPAIR CONTRACT 2 2023 City Project No. UC-02 2023 r.. MN MP 3213 13 - 3 CONCRETE PAVING Page 3 of 23 1 1.3 REFERENCES 2 A.Reference Standards 3 1. Reference standards cited in this specification refer to the current reference standard 4 published at the time of the latest revision date logged at the end of this 5 specification, unless a date is specifically cited. 6 2. ASTM International (ASTM): 7 a. A615/A615M, Deformed and Plain Billet -Steel Bars for Concrete 8 Reinforcement 9 b. C31, Standard Practice for Making and Curing Concrete Test Specimens in the 10 Field 11 c. C33, Concrete Aggregates 12 d. C39, Standard Test Method for Compressive Strength of Cylindrical Concrete 13 Specimens 14 e. C42, Standard Test Method for Obtaining and Testing Drilled Cores and Sawed 15 Beams of Concrete 16 f. C94/C94M, Standard Specifications for Ready -Mixed Concrete 17 g. C 150, Portland Cement 18 h. C595, Portland -Limestone Cement 19 i. C 156, Standard Test Method for Water Loss (from a mortar specimen) Through 20 Liquid Membrane -Forming Curing Compounds for Concrete 21 j. C 172, Standard Practice for Sampling Freshly Mixed Concrete 22 k. C260, Air Entraining Admixtures for Concrete 23 1. C309, Liquid Membrane -Forming Compounds for Curing Concrete, Type 2 24 m. C494, Chemical Admixtures for Concrete, Types "A", "D", "F" and "G" 25 n. C618, Coal Fly Ash and Raw or Calcined Natural Pozzolan for use as a Mineral 26 Admixture in Concrete 27 o. C881, Standard Specification for Epoxy -Resin -Base Bonding Systems for 28 Concrete 29 p. C 1064, Standard Test Method for Temperature of Freshly Mixed Hydraulic- 30 Cement Concrete 31 q. C 1602, Standard Specification for Mixing Water Used in the Production of 32 Hydraulic Cement Concrete. 33 r. D698, Laboratory Compaction Characteristics of Soil Using Standard Effort 34 (12,400 ft-lbf/ft3) 35 3. American Concrete Institute (ACI): 36 a. ACI 305.1-14 Specification for Hot Weather Concreting 37 b. ACI 306.1-90, Standard Specification for Cold Weather Concreting 38 c. ACI 318, Building Code Requirements for Structural Concrete and Commentary 39 1.4 ADMINISTRATIVE REQUIREMENTS [NOT USED] 40 1.5 SUBMITTALS [NOT USED] 41 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS 42 A. Mix Design: submit for approval. See Item 2A.A. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised June 10, 2022 UTILITY CUT REPAIR CONTRACT 2 2023 City Project No. UC-02 2023 32 13 13-4 CONCRETE PAVING Page 4 of 23 1 1.7 CLOSEOUT SUBMITTALS [NOT USED] 2 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 3 1.9 QUALITY ASSURANCE [NOT USED] 4 1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED] 5 1.11 FIELD CONDITIONS 6 A.Weather Conditions 7 1. Place concrete when concrete temperature is between 40°F and 95°F when 8 measured in accordance with ASTM C 1064 at point of placement. 9 2. Hot Weather Concreting 10 a. Concrete paving operations shall be approved by the City project manager or 11 designee when the concrete temperature exceeds 95°F. 12 b. Concrete shall not be placed when concrete temperature is above 100°F under 13 any circumstances. 14 3. Cold Weather Concreting 15 a. No concrete shall be placed when ambient temp in shade and away from 16 artificial heat is below 40°F and falling. Concrete may be placed when ambient 17 temp is above 35°F and rising. Unless the City project manager or designee 18 approves paving to continue, suspend concreting operations if a descending air 19 temperature in the shade and away from artificial heat falls below 40°F. Do not 20 resume concreting operations until an ascending air temperature in the shade and 21 away from artificial heat reaches 35°F and rising. Contractor should take all the 22 precautions necessary to prevent freezing of concrete. Frozen concrete must be 23 removed and replaced. 24 4. It is to be distinctly understood that the contractor is responsible for the quality and 25 strength of the concrete placed under any weather conditions. 26 B. Time: Place concrete after sunrise and no later than shall permit the finishing of the 27 pavement in natural light, or as directed by the City. 28 1.12 WARRANTY [NOT USED] 29 PART 2 - PRODUCTS 30 2.1 OWNER -FURNISHED PRODUCTS [NOT USED] 31 2.2 MATERIALS 32 A.Cementitious Material: ASTM C 150, ASTM C595 Type IL Cement. 33 B.Aggregates: ASTM C33. 34 C.Water: ASTM C1602. 35 D.Admixtures: When admixtures are used, conform to the appropriate specification: 36 1. Air -Entraining Admixtures for Concrete: ASTM C260. 37 2. Chemical Admixtures for Concrete: ASTM C494, Types "A", "D", "F" and "G." 38 3. Fly Ash CITY OF FORT WORTH UTILITY CUT REPAIR STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CONTRACT 2 2023 Revised June 10, 2022 City Project No. UC-02 2023 3213 13 - 5 CONCRETE PAVING WN Page 5 of 23 1 a. Coal Fly Ash and Raw or Calcined Natural Pozzolan for Use in Concrete: 2 ASTM C618. 3 b. Fly ash may be substituted at one pound per pound of cement up to 25% of the 4 specified cement content when such batch design is approved by the Engineer. 5 E. Steel Reinforcement: ASTM A615. 6 F. Steel Wire Reinforcement: Not used for concrete pavement. 7 G.Dowels and Tie Bars 8 1. Dowel and tie bars: ASTM A615. 9 2. Dowel Caps _ 10 a. Provide and install dowel caps with enough range of movement to allow 11 complete closure of the expansion joint. 12 b. Caps for dowel bars shall be of the length shown on the Drawings and shall have 13 an internal diameter sufficient to permit the cap to freely slip over the bar. 14 c. In no case shall the internal diameter exceed the bar diameter by more 1/8 inch, 15 and one end of the cap shall be tightly closed. 16 3. Epoxy for Dowel and Tie Bars: ASTM C881. 17 a. See following table for approved producers of epoxies and adhesives 18 Pre -Qualified Producers of Epoxies and Adhesives Product Name Producer Concresive 1420 BASF HTE-50 Hilti T 308 + Powers Fasteners P E 1000+ Powers Fasteners C-6 Ramset-Redhead Epcon G-5 Ramset-Redhead Pro-Poxy-300 Fast Tube Unitex Shep-Poxy TxIII CMC Construction Services Ultrabond 1300 Tubes Adhesives Technology Ultrabone 2300 N.S. A-22-2300 Adhesives Technology Slow Set 4 I Dynapoxy EP-430 Pecora Corp. EDOT Simpson Strong Tie ET22 Simpson Strong Tie i I SET 22 Simpson Strong Tie SpecPoxy 3000FS SpecChem 19 20 b. Epoxy Use, Storage and Handling 21 1) Package components in airtight containers and protect from light and 22 moisture. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised June 10, 2022 UTILITY CUT REPAIR CONTRACT 2 2023 City Project No. UC-02 2023 WN 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 32 13 13-6 CONCRETE PAVING Page 6 of 23 2) Include detailed instructions for the application of the material and all safety information and warnings regarding contact with the components. 3) Epoxy label requirements a) Resin or hardener components b) Brand name c) Name of manufacturer d) Lot or batch number e) Temperature range for storage f) Date of manufacture g) Expiration date h) Quantity contained 4) Store epoxy and adhesive components at temperatures recommended by the manufacturer. 5) Do not use damaged or previously opened containers and any material that shows evidence of crystallization, lumps skinning, extreme thickening, or settling of pigments that cannot be readily dispersed with normal agitation. 6) Follow sound environmental practices when disposing of epoxy and adhesive wastes. 7) Dispose of all empty containers separately. 8) Dispose of epoxy by completely emptying and mixing the epoxy before disposal H.Reinforcement Bar Chairs 1. Reinforcement bar chairs or supports shall be of adequate strength to support the reinforcement bars and shall not bend or break under the weight of the reinforcement bars or Contractor's personnel walking on the reinforcing bars. 2. Bar chairs may be made of metal (free of rust), precast mortar or concrete blocks or plastic. 3. For approval of plastic chairs, representative samples of the plastic shall show no visible indications of deterioration after immersion in a 5-percent solution of sodium hydroxide for 120-hours. 4. Bar chairs may be rejected for failure to meet any of the requirements of this specification. I. Joint Filler 1. Joint filler is the material placed in concrete pavement and concrete structures to allow for the expansion and contraction of the concrete. 2. Wood Boards: Used as joint filler for concrete paving. a. Boards for expansion joint filler shall be of the required size, shape and type indicated on the Drawings or required in the specifications. 1) Boards shall be of selected stock of redwood or cypress. The boards shall be sound heartwood and shall be free from sapwood, knots, clustered birdseyes, checks and splits. 2) Joint filler, boards, shall be smooth, flat and straight throughout, and shall be sufficiently rigid to permit ease of installation. 3) Boards shall be furnished in lengths equal to the width between longitudinal joints, and may be furnished in strips or scored sheet of the required shape. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised June 10, 2022 UTILITY CUT REPAIR CONTRACT 2 2023 City Project No. UC-02 2023 am 3213 13-7 CONCRETE PAVING Page 7 of 23 1 3. Dimensions. The thickness of the expansion joint filler shall be shown on the 2 Drawings; the width shall be not less than that shown on the Drawings, providing 3 for the top seal space. 4 4. Rejection. Expansion joint filler may be rejected for failure to meet any of the 5 requirements of this specification. 6 J. Joint Sealants. Provide Joint Sealants in accordance with Section 32 13 73. 7 K.Curing Materials 8 1. Membrane -Forming Compounds. 9 a. Conform to the requirements of ASTM C309, Type 2, white pigmented 10 compound and be of such nature that it shall not produce permanent 11 discoloration of concrete surfaces nor react deleteriously with the concrete. 12 b. The compound shall produce a firm, continuous uniform moisture -impermeable 13 film free from pinholes and shall adhere satisfactorily to the surfaces of damp 14 concrete. 15 c. It shall, when applied to the damp concrete surface at the specified rate of 16 coverage, dry to touch in 1 hour and dry through in not more than 4 hours under 17 normal conditions suitable for concrete operations. 18 d. It shall adhere in a tenacious film without running off or appreciably sagging. 19 e. It shall not disintegrate, check, peel or crack during the required curing period. 20 f. The compound shall not peel or pick up under traffic and shall disappear from 21 the surface of the concrete by gradual disintegration. 22 g. The compound shall be delivered to the job site in the manufacturer's original 23 containers only, which shall be clearly labeled with the manufacturer's name, the 24 trade name of the material and a batch number or symbol with which test 25 samples may be correlated. 26 h. When tested in accordance with ASTM C 156 Standard Test Method for Water 27 Loss (from a mortar specimen) Through Liquid Membrane -Forming Curing 28 Compounds for Concrete, the liquid membrane -forming compound shall restrict 29 the loss of water present in the test specimen at the time of application of the 30 curing compound to not more than 0.0 1 -oz.-per-2 inches of surface. 31 2.3 ACCESSORIES [NOT USED] 32 2.4 SOURCE QUALITY CONTROL 33 A.Mix Design 34 1. Concrete Mix Design and Control 35 a. The City has a pre -approved list of concrete mix designs. The pre -approved list 36 can be found on the City website under Project Resources Folder. These mix 37 designs meet the requirements of applicable City specifications and the 38 Contractor may use mix designs from the list without the need for review and 39 approval. The contractor shall notify the City in writing which mix in the pre- 40 approved list the contractor uses for a project. 41 b. For a mix design not included in the pre -approved list, the Contractor shall 42 submit a design of the concrete mix it proposes to use and a full description of 43 the source of supply of each material component at least 10 calendar days prior 44 to the start of concrete paving operations. 45 c. The design of the concrete mix shall produce a quality concrete complying with 46 these specifications and shall include the following information: CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised June 10, 2022 UTILITY CUT REPAIR CONTRACT 2 2023 City Project No. UC-02 2023 Wo 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 3213 13 - 8 CONCRETE PAVING Page 8 of 23 1) Design Requirements and Design Summary 2) Material source 3) Dry weight of cement/cubic yard and type 4) Dry weight of fly ash/cubic yard and type, if used 5) Saturated surface dry weight of fine and coarse aggregates/cubic yard 6) Design water/cubic yard 7) Quantities, type, and name of admixtures with manufacturer's data sheets 8) Current strength tests or strength tests in accordance with ACI 318 9) Current Sieve Analysis and -200 Decantation of fine and coarse aggregates and date of tests 10) Fineness modulus of fine aggregate 11) Specific Gravity and Absorption Values of fine and coarse aggregates 12) L.A. Abrasion of coarse aggregates d. Once mix design approved by City, maintain intent of mix design and maximum water to cement ratio. e. No concrete may be placed on the job site until the mix design has been approved by the City. 2. Quality of Concrete a. Consistency 1) In general, the consistency of concrete mixtures shall be such that: a) Mortar shall cling to the coarse aggregate b) Aggregate shall not segregate in concrete when it is transported to the place of deposit c) Concrete, when dropped directly from the discharge chute of the mixer, shall flatten out at the center of the pile, but the edges of the pile shall stand and not flow d) Concrete and mortar shall show no free water when removed from the mixer e) Concrete shall slide and not flow into place when transported in metal chutes at an angle of 30 degrees with the horizontal f) Surface of the finished concrete shall be free from a surface film or laitance 2) When field conditions are such that additional moisture is needed for the final concrete surface finishing operation, the required water shall be applied to the surface by hand sprayer only and be held to a minimum amount. 3) The concrete shall be workable, cohesive, possess satisfactory finishing qualities and be of the stiffest consistency that can be placed and vibrated into a homogeneous mass. 4) Excessive bleeding shall be avoided. 5) If the strength or consistency required for the class of concrete being produced is not secured with the minimum cement specified or without exceeding the maximum water/cement ratio, the Contractor may use, or the City may require, an approved cement dispersing agent (water reducer); or the Contractor shall furnish additional aggregates, or aggregates with different characteristics, or the Contractor may use additional cement in order to produce the required results. 6) The additional cement may be permitted as a temporary measure, until aggregates are changed and designs checked with the different aggregates or cement dispersing agent. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised June 10, 2022 UTILITY CUT REPAIR CONTRACT 2 2023 City Project No. UC-02 2023 1 2 3 4 5 6 7 8 9 10 11 32 13 13-9 CONCRETE PAVING Page 9 of 23 7) The Contractor is solely responsible for the quality of the concrete produced. 8) The City reserves the right to independently verify the quality of the concrete through inspection of the batch plant, testing of the various materials used in the concrete and by casting and testing concrete cylinders or beams on the concrete actually incorporated in the pavement. b. Standard Class 1) Unless otherwise shown on the Drawings or detailed specifications, the standard class for pavement and related concrete for streets and alleys is shown in the following table: CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised June 10, 2022 UTILITY CUT REPAIR CONTRACT 2 2023 City Project No. UC-02 2023 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 3213 13-10 CONCRETE PAVING Page 10 of 23 Standard Classes of Pavement and Related Concrete 28 Day Course Minimum Min. Aggregat Class of Cementitiou Compressi Max e General Usage Concrete s ve w/cm Maximu (Informational Only) (Lb. /CY) StrengthZ Ratio in (Psi) Size (Inch) Sidewalks and ADA A 470 3,000 0.58 1-1/2 ramps, driveways, curb & gutter, median pavement Inlets, manholes, junction boxes, CIP 470 3.000 0.50 1-1/2 encasement, blocking, collars, light pole foundations C 517 3,600 0.45 1-1/2 Headwalls, wingwalls,culverts, drilled shafts P 517 3,600 0.45 1-1/2 Machine placed Paving H 564 4,500 0.45 1-1/2 Hand Placed Paving HES 564 4,500 0.45 1-1/2 HES Paving Bridge slabs, top slabs of S 564 4,000 0.45 1-1/2 direct traffic culverts, approach slabs 1. All exposed horizonta concrete shall have a min mum of 3% entrained -air. 2. Minimum Compressive Strength Required. a) Concrete Sidewalks and Curb & Gutter: Class A b) Cast -In -Place Concrete Structures: Class CIP and Class C c) Machine -Laid concrete: Class P d) Hand -Laid concrete: Class H e) Structural Concrete: Class S f) High Early Strength Concrete: Class HES (1) When shown on the Drawings or allowed, provide Class HES concrete for very early opening of pavements area or leave outs to traffic. (2) Design class HES to meet the requirements of class specified for concrete pavement and a minimum compressive strength of 2,600 psi in 24 hours, unless other early strength and time requirements are shown on the Drawings allowed. c. Slump 1) Slump requirements for pavement and related concrete shall be as specified in the following table: Concrete Pavement and Related Concrete Slump Requirements Add classes of concrete Concrete Use CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised June 10, 2022 Recommended Acceptable Design Placement Slump, and Placement (Inch) Slump, UTILITY CUT REPAIR CONTRACT 2 2023 City Project No. UC-02 2023 r, i fm 32 13 13 - 11 CONCRETE PAVING Page 11 of 23 (Inch) Slip-Form/Form-Riding Paving 1-1/2 1-3 Hand Formed Paving 4 3-5 Headwalls, wingwalls, culverts, inlets, manholes, junction boxes, encasement, blocking, collars, light pole foundations, 4 3-5 slabs, sidewalk, curb and gutter, concrete valley gutter and other miscellaneous concrete Drilled shafts 61r2 Z)'n- 1 2 2) No concrete shall be permitted with slump in excess of the maximums 3 shown. 4 3) Any concrete mix failing to meet the above consistency requirements, 5 although meeting the slump requirements, shall be considered unsatisfactory, 6 and the mix shall be changed to correct such unsatisfactory conditions. 7 PART 3 - EXECUTION 8 3.1 INSTALLERS [NOT USED] 9 3.2 EXAMINATION [NOT USED] 10 3.3 PREPARATION [NOT USED] 11 3.4 INSTALLATION 12 A.Equipment 13 1. All equipment necessary for the construction of this item shall be on the project. 14 2. The equipment shall include spreading devices (augers), internal vibration, 15 tamping, and surface floating necessary to finish the freshly placed concrete in such 16 a manner as to provide a dense and homogeneous pavement. 17 3. Machine -Laid Concrete Pavement 18 a. Fixed -Form Paver. Fixed -form paving equipment shall be provided with forms 19 that are uniformly supported on a sufficiently firm subbase to prevent sagging 20 under the weight of machine. 21 b. Slip -Form Paver 22 1) Slip -form paving equipment shall be provided with traveling side forms of 23 sufficient dimensions, shape and strength so as to support the concrete 24 laterally for a sufficient length of time during placement. 25 2) City may reject use of Slip -Form Paver if paver requires over -digging and 26 impacts trees, mailboxes or other improvements. 27 4. Hand -Laid Concrete Pavement 28 a. Machines that do not incorporate these features, such as roller screeds or 29 vibrating screeds, shall be considered tools to be used in hand -laid concrete 30 construction, as slumps, spreading methods, vibration, and other procedures are 31 more common to hand methods than to machine methods. 32 5. City may reject equipment and stop operation if equipment does not meet 33 requirements. 34 B. Concrete Mixing and Delivery CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised June 10, 2022 UTILITY CUT REPAIR CONTRACT 2 2023 City Project No. UC-02 2023 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 32 13 13-12 CONCRETE PAVING Page 12 of 23 1. Transit Batching: shall not be used — onsite mixing not permitted 2. Ready Mixed Concrete a. The concrete shall be produced in an approved method conforming to the requirements of this specification and ASTM C94/C94M. b. City shall have access to ready mix plant to obtain material samples. c. When ready -mix concrete is used, sample concrete per ASTM C 172 Alternate Procedure 2: 1) As the mixer is being emptied, individual samples shall be taken after the discharge of approximately 10 percent and 90 percent of the load. 2) The method of sampling shall provide that the samples are representative of widely separated portions, but not from the very ends of the batch. d. The mixing of each batch, after all materials are in the drum, shall continue until it produces a thoroughly mixed concrete of uniform mass as determined by established mixer performance ratings and inspection, or appropriate uniformity tests as described in ASTM C94. e. The entire contents of the drum shall be discharged before any materials are placed therein for the succeeding batch. f. Retempering or remixing shall not be permitted. 3. Delivery a. Deliver concrete at an interval not exceeding 30 minutes or as determined by City to prevent cold joint. 4. Delivery Tickets a. For all operations, the manufacturer of the concrete shall, before unloading, furnish to the purchaser with each batch of concrete at the site a delivery ticket on which is printed, stamped, or written, the following information to determine that the concrete was proportioned in accordance with the approved mix design: 1) Name of concrete supplier 2) Serial number of ticket 3) Date 4) Truck number 5) Name of purchaser 6) Specific designation of job (name and location) 7) Specific class, design identification and designation of the concrete in conformance with that employed in job specifications 8) Amount of concrete in cubic yards 9) Time loaded or of first mixing of cement and aggregates 10) Water added by receiver of concrete 11) Type and amount of admixtures C.Subgrade 1. When manipulation or treatment of subgrade is required on the Drawings, the work shall be performed in proper sequence with the preparation of the subgrade for pavement. 2. The roadbed shall be excavated and shaped in conformity with the typical sections and to the lines and grades shown on the Drawings or established by the City. 3. All holes, ruts and depressions shall be filled and compacted with suitable material and, if required, the subgrade shall be thoroughly wetted and reshaped. 4. Irregularities of more than 1/2 inch., as shown by straightedge or template, shall be corrected. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised June 10, 2022 UTILITY CUT REPAIR CONTRACT 2 2023 City Project No. UC-02 2023 32 13 13- 13 CONCRETE PAVING Page 13 of23 1 5. The subgrade shall be uniformly compacted to at least 95 percent of the maximum 2 density as determined by ASTM D698. 3 6. Moisture content shall be within minus 2 percent to plus 4 percent of optimum. 4 7. The prepared subgrade shall be wetted down sufficiently in advance of placing the 5 pavement to ensure its being in a firm and moist condition. 6 8. Sufficient subgrade shall be prepared in advance to ensure satisfactory prosecution 7 of the work. 8 9. The Contractor shall notify the City at least 24 hours in advance of its intention to 9 place concrete pavement. 10 10. After the specified moisture and density are achieved, the Contractor shall maintain 11 the subgrade moisture and density in accordance with this Section. 12 11. In the event that rain or other conditions may have adversely affected the condition 13 of the subgrade or base, additional tests may be required as directed by the City. 14 D.Placing and Removing Forms 15 1. Placing Forms 16 a. Forms for machine -laid concrete 17 1) The side forms shall be metal, of approved cross section and bracing, of a 18 height no less than the prescribed edge thickness of the concrete section, and a 19 minimum of 10 feet in length for each individual form. 20 2) Forms shall be of ample strength and staked with adequate number of pins 21 capable of resisting the pressure of concrete placed against them and the 22 thrust and the vibration of the construction equipment operating upon them 23 without appreciable springing, settling or deflection. 24 3) The forms shall be free from warps, bends or kinks and shall show no 25 variation from the true plane for face or top. 26 4) Forms shall be jointed neatly and tightly and set with exactness to the 27 established grade and alignment. 28 5) Forms shall be set to line and grade at least 200 feet, where practicable, in 29 advance of the paving operations. 30 6) In no case shall the base width be less than 8 inches for a form 8 inches or 31 more in height. 32 7) Forms must be in firm contact with the subgrade throughout their length 33 and base width. 34 8) If the subgrade becomes unstable, forms shall be reset, using heavy stakes 35 or other additional supports may be necessary to provide the required 36 stability. 37 b. Forms for hand -laid concrete 38 1) Forms shall extend the full depth of concrete and be a minimum of 1-1/2 39 inches in thickness or equivalent when wooden forms are used, or be of a 40 gauge that shall provide equivalent rigidity and strength when metal forms are 41 used. 42 2) For curves with a radius of less than 250 feet, acceptable flexible metal or 43 wood forms shall be used. 44 3) All forms showing a deviation of 1/8 inch in 10 feet from a straight line 45 shall be rejected. 46 2. Settling. When forms settle over 1/8 inch under finishing operations, paving 47 operations shall be stopped the forms reset to line and grade and the pavement then 48 brought to the required section and thickness. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised June 10, 2022 UTILITY CUT REPAIR CONTRACT 2 2023 City Project No. UC-02 2023 w on 321313-14 CONCRETE PAVING Page 14 of23 1 3. Cleaning. Forms shall be thoroughly cleaned after each use. 2 4. Removal. 3 a. Forms shall remain in place until the concrete has taken its final set. 4 b. Avoid damage to the edge of the pavement when removing forms. 5 c. Repair damage resulting from form removal and honeycombed areas with a 6 mortar mix within 24 hours after form removal unless otherwise approved. 7 d. Clean joint face and repair honeycombed or damaged areas within 24 hours 8 after a bulkhead for a transverse construction joint has been removed unless 9 otherwise approved. 10 e. When forms are removed before 72 hours after concrete placement, promptly 11 apply membrane curing compound to the edge of the concrete pavement. 12 E. Placing Reinforcing Steel, Tie, and Dowel Bars 13 1. General 14 a. When reinforcing steel tie bars, dowels, etc., are required they shall be placed as 15 shown on the Drawings. 16 b. All reinforcing steel shall be clean, free from rust in the form of loose or 17 objectionable scale, and of the type, size and dimensions shown on the 18 Drawings. 19 c. Reinforcing bars shall be securely wired together at the alternate intersections 20 and all splices and shall be securely wired at each intersection dowel and load- 21 transmission unit intersected. 22 d. All bars shall be installed in their required position as shown on the Drawings. 23 e. The storing of reinforcing or structural steel on completed roadway slabs 24 generally shall be avoided and, where permitted, such storage shall be limited to 25 quantities and distribution that shall not induce excessive stresses. 26 2. Splices 27 a. Provide standard reinforcement splices by lapping and tying ends. 28 b. Comply with ACI 318 for minimum lap of spliced bars where not specified on 29 the Drawings. 30 3. Installation of Reinforcing Steel 31 a. All reinforcing bars and bar mats shall be installed in the slab at the required 32 depth below the finished surface and supported by and securely attached to bar 33 chairs installed on prescribed longitudinal and transverse centers as shown by 34 sectional and detailed drawings on the Drawings. 35 b. Chairs Assembly. The chair assembly shall be similar and equal to that shown 36 on the Drawings and shall be approved by the City prior to extensive fabrication. 37 c. After the reinforcing steel is securely installed above the subgrade as specified 38 in Drawings and as herein prescribed, no loading shall be imposed upon the bar 39 mats or individual bars before or during the placing or finishing of the concrete. 40 4. Installation of Dowel Bars 41 a. Install through the predrilled joint filler and rigidly support in true horizontal 42 and vertical positions by an assembly of bar chairs and dowel baskets. 43 b. Dowel Baskets 44 1) The dowels shall be held in position exactly parallel to surface and 45 centerline of the slab, by a dowel basket that is left in the pavement. 46 2) The dowel basket shall hold each dowel in exactly the correct position so 47 firmly that the dowel's position cannot be altered by concreting operations. 48 c. Dowel Caps IM 0- CITY OF FORT WORTH UTILITY CUT REPAIR STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CONTRACT 2 2023 Revised June 10, 2022 City Project No. UC-02 2023 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 321313 -15 CONCRETE PAVING Page 15 of23 1) Install cap to allow the bar to move not less than 1-1/4 inch in either direction. Grease bar before adding cap to prevent bonding with the concrete. 5. Tie Bar and Dowel Placement a. Place at mid -depth of the pavement slab, parallel to the surface. b. Place as shown on the Drawings. 6. Epoxy for Tie and Dowel Bar Installation 1) Epoxy bars as shown on the Drawings. 2) Use only drilling operations that do not damage the surrounding structures. 3) Blow out drilled holes with compressed air. 4) Completely fill the drilled hole with approved epoxy before inserting the tie bar into the hole. 5) Install epoxy grout and bar at least 6 inches embedded into concrete. F. Joints 1. Joints shall be placed where shown on the Drawings or where directed by the City. 2. The plane of all joints shall make a right angle with the surface of the pavement. 3. No joints shall have an error in alignment of more than 1/2 inch at any point. 4. Joint Dimensions a. The width of the joint shall be shown on the Drawings, creating the joint sealant reservoir. b. The depth of the joint shall be shown on the Drawings. c. Dimensions of the sealant reservoir shall be in accordance with manufacturer's recommendations. d. After curing, the joint sealant shall be 1/8 inch to 1/4 inch below the pavement surface at the center of the joint. 5. Transverse Expansion Joints a. Expansion joints shall be installed perpendicularly to the surface and to the centerline of the pavement at the locations shown on the Drawings, or as approved by the City. Expansion joints shall continue to the farthest outside edge of paving and adjacent slabs, and should extend through monolithic or attached curbs so that there is no restriction to the movement of the joint at any point. b. Joints shall be of the design width, and spacing shown on the Drawings, or as approved by the City. c. Dowel bars, shall be of the size and type shown on the Drawings, or as approved by the City, and shall be installed at the specified spacing. d. Support dowel bars with dowel baskets. e. Dowels shall not restrict the free opening and closing of the expansion join and shall not make planes of weaknesses in the pavement. f. Greased Dowels for Expansion Joints. 1) Coat dowels with a thin film of grease or other approved de -bonding material. 2) Provide dowel caps on the lubricated end of each dowel bar. g. Proximity to Existing Structures. When the pavement is adjacent to or around existing structures, expansions joints shall be constructed in accordance with the details shown on the Drawings. 6. Transverse Contraction Joints a. Contraction or dummy joints shall be installed at the locations and at the intervals shown on the Drawings. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised June 10, 2022 UTILITY CUT REPAIR CONTRACT 2 2023 City Project No. UC-02 2023 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 321313 -16 CONCRETE PAVING Page 16 of23 b. Joints shall be of the design width, and spacing shown on the Drawings, or as approved by the City. c. Dowel bars, shall be of the size and type shown on the Drawings, or as approved by the City, and shall be installed at the specified spacing. d. Saw joints in a single cut to the width and depth the plans show. Begin sawing as soon as the concrete hardens sufficiently to prevent excessive raveling along the saw cut and finish before conditions induce uncontrolled cracking. e. The joints shall be constructed by sawing to a 1/4 - inch width and to a depth of 1/4 of the actual pavement thickness, or deeper if so indicated on the Drawings. f. Complete sawing as soon as possible in hot weather conditions and within a maximum of 24 hours after saw cutting begins under cool weather conditions. g. If sharp edge joints are being obtained, the sawing process shall be sped up to the point where some raveling is observed. h. Damage by blade action to the slab surface and to the concrete immediately adjacent to the joint shall be minimized. i. Any portion of the curing membrane which has been disturbed by sawing operations shall be restored by spraying the areas with additional curing compound. 7. Transverse Construction Joints a. Construction joints formed at the close of each day's work or when the placing of concrete has been interrupted for 30-minutes or longer shall be constructed by use of metal or wooden bulkheads cut true to the section of the finished pavement and cleaned. b. Wooden bulkheads shall be constructed using material of a thickness not less than nominal 2" lumber. c. Longitudinal bars shall be held securely in place in a plane perpendicular to the surface and at right angles to the centerline of the pavement. d. Edges shall be rounded to 1/4-inch radius. e. Any surplus concrete on the subgrade shall be removed upon the resumption of the work. 8. Longitudinal Construction Joints a. Longitudinal construction joints shall be of the type shown on the Drawings. 9. Joint Filler a. Joint filler shall be as specified in 2.2.I of the size and shape shown on the Drawings. b. Redwood Board joints shall be used for all pavement joints except for expansion joints that are coincident with a butt joint against existing pavements. c. Boards with less than 25-percent of moisture at the time of installation shall be thoroughly wetted on the job. d. Green lumber of much higher moisture content is desirable and acceptable. e. The joint filler shall be appropriately drilled to admit the dowel bars when required. f. The bottom edge of the filler shall extend to or slightly below the bottom of the slab. The top edge shall be held not less than 1/2 inch below the finished surface of the pavement in order to allow the finishing operations to be continuous. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised June 10, 2022 UTILITY CUT REPAIR CONTRACT 2 2023 City Project No. UC-02 2023 32 13 13-17 CONCRETE PAVING Page 17 of 23 1 g. The joint filler may be composed of more than one length of board in the 2 length of joint, but no board of a length less than 6 foot may be used unless 3 otherwise shown on the Drawings. 4 h. After the removal of the side forms, the ends of the joints at the edges of the 5 slab shall be carefully opened for the entire depth of the slab. 6 10. Joint Sealing. Routine pavement joints shall be filled consistent with paving details 7 and as specified in Section 32 13 73. Materials shall generally be handled and 8 applied according to the manufacturer's recommendations as specified in Section 9 32 1373. 10 G.Placing Concrete 11 1. Unless otherwise specified in the Drawings, the finished pavement shall be 12 constructed monolithically and constructed by machined laid method unless 13 impractical. The City will make determination of what is practical. The maximum 14 length of concrete lane that can be placed by hand pouring is 50 linear feet. 15 2. The concrete shall be rapidly deposited on the subgrade in successive batches and 16 shall be distributed to the required depth and for the entire width of the pavement 17 by approved methods. 18 3. Any concrete not placed as herein prescribed within the time limits in the following 19 table will be rejected. Time begins when the water is added to the mixer. 20 Temperature — Time Requirements Concrete Temperature Max Time — minutes Max Time — minutes (at point of placement) (no retarding agent) (with retarding agent)' Non -Agitated Concrete All temperatures I 45 I 45 Agitated Concrete Above 90°F 45 75 Above 75°F thru 90°F 60 90 75°F and Below 60 120 21 1 Normal dosage of retarder. 22 23 4. Rakes shall not be used in handling concrete. 24 5. At the end of the day, or in case of unavoidable interruption or delay of more than 25 30 minutes or longer to prevent cold joints, a transverse construction joint shall be 26 placed in accordance with 3.4.F.7 of this Section. 27 6. Honeycombing 28 a. Special care shall be taken in placing and vibrating the concrete against the 29 forms and at all joints and assemblies so as to prevent honeycombing Concrete 30 shall be uniformly consolidated throughout its width and depth, free from honey 31 combed areas, and has a consistent void -free closed surface. 32 b. Excessive voids and honeycombing in the edge of the pavement, revealed by the 33 removal of the side forms, may be cause for rejection of the section of slab in 34 which the defect occurs. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised June 10, 2022 UTILITY CUT REPAIR CONTRACT 2 2023 City Project No. UC-02 2023 0- 321313 -18 CONCRETE PAVING Page 18 of 23 1 H.Finishing 2 1. Machine 3 a. Tolerance Limits 4 1) While the concrete is still workable, it shall be tested for irregularities with 5 a 10-foot straightedge placed parallel to the centerline of the pavement so as 6 to bridge depressions and to touch all high spots. 7 2) Ordinates measured from the face of the straightedge to the surface of the 8 pavement shall at no place exceed 1/16 inch -per -foot from the nearest point of 9 contact. 10 3) In no case shall the maximum ordinate to a 10-foot straightedge be greater 11 than 1 /8 inch. 12 4) Any surface not within the tolerance limits shall be reworked and 13 refinished. 14 b. Edging 15 1) The edges of slabs and all joints requiring edging shall be carefully tooled 16 with an edger of the radius required by the Drawings at the time the concrete 17 begins to take its "set" and becomes non -workable. 18 2) All such work shall be left smooth and true to lines. 19 2. Hand 20 a. Hand finishing permitted only in intersections and areas inaccessible to a 21 finishing machine. 22 b. When the hand method of striking off and consolidating is permitted, the 23 concrete, as soon as placed, shall be approximately leveled and then struck off 24 with screed bar to such elevation above grade that, when consolidated and 25 finished, the surface of the pavement shall be at the grade elevation shown on 26 the Drawings. 27 28 C. The straightedge and joint finishing shall be as prescribed herein. 29 I. Curing 30 1. The curing of concrete pavement shall be thorough and continuous throughout the 31 entire curing period. 32 2. Failure to provide proper curing as herein prescribed shall be considered as 33 sufficient cause for immediate suspension of the paving operations. 34 3. The curing method as herein specified does not preclude the use of any of the other 35 commonly used methods of curing, and the City may approve another method of 36 curing if so requested by the Contractor. 37 4. If any selected method of curing does not afford the desired results, the City shall 38 have the right to order that another method of curing be instituted. 39 5. After removal of the side forms, the sides of the slab shall receive a like coating 40 before earth is banked against them. 41 6. The solution shall be applied, under pressure with a spray nozzle, in such a manner 42 as to cover the entire surfaces thoroughly and completely with a uniform film. 43 7. The rate of application shall be such as to ensure complete coverage and shall not 44 exceed 20-square-yards-per-gallon of curing compound. 45 8. When thoroughly dry, it shall provide a continuous and flexible membrane, free 46 from cracks or pinholes, and shall not disintegrate, check, peel or crack during the 47 curing period. CITY OF FORT WORTH UTILITY CUT REPAIR STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CONTRACT 2 2023 Revised June 10, 2022 City Project No. UC-02 2023 d. 321313 -19 CONCRETE PAVING Page 19 of23 1 9. If for any reason the seal is broken during the curing period, it shall be immediately 2 repaired with additional sealing solution. 3 10. When tested in accordance with ASTM C 156 Standard Test Method for Water Loss - 4 (from a mortar specimen) Through Liquid Membrane -Forming Curing Compounds 5 for Concrete, the curing compound shall provide a film which shall have retained 6 within the test specimen a percentage of the moisture present in the specimen when 7 the curing compound was applied according to the following. 8 11. Contractor shall maintain and properly repair damage to curing materials on 9 exposed surfaces of concrete pavement continuously for a least 72 hours. 10 J. Monolithic Curbs ,. 11 1. Concrete for monolithic curb shall be the same as for the pavement and shall be 12 placed within 20 minutes of the placement of the slab concrete. 13 2. After the concrete has been struck off and sufficiently set, the exposed surfaces 14 shall be thoroughly worked to achieve an acceptable surface finish. 15 3. The exposed edges shall be rounded by the use of an edging tool to the radius 16 indicated on the Drawings. 17 4. All exposed surfaces of curb shall be brushed to a smooth and uniform surface. 18 K.Pavement Leaveouts 19 1. Pavement leaveouts as necessary to maintain and provide for local traffic shall be i 20 provided at location indicated on the Drawings or as directed by the City. 21 2. The extent and location of each leaveout required and a suitable crossover 22 connection to provide for traffic movements shall be determined in the field by the 23 City. 24 3.5 REPAIR 25 A.Repair of concrete pavement concrete shall be consistent with the Drawings and as 26 specified in Section 32 0129. 27 3.6 RE -INSTALLATION [NOT USED] 28 3.7 SITE QUALITY CONTROL 29 A.Concrete Placement 30 1. Place concrete using a fully automated paving machine. Hand paving is only 31 permitted in areas such as intersections where use of paving machine is not 32 practical. 33 a. All concrete pavement not placed by hand shall be placed using a fully 34 automated paving machine as approved by the City. 35 b. Screeds are considered hand placement paving method. ` 36 B. Testing of Materials 37 1. Samples of all materials for testing shall be provided by the contractor at no 38 expense to the City, unless otherwise specified in the special provisions or in the ■ 39 Drawings. 40 2. In the event the initial sampling and testing does not comply with the specifications, 41 all subsequent testing of the material in order to determine if the material is 42 acceptable shall be at the Contractor's expense at the same rate charged by the 43 commercial laboratories. A CITY OF FORT WORTH UTILITY CUT REPAIR STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CONTRACT 2 2023 Revised June 10, 2022 City Project No. UC-02 2023 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 32 13 13-20 CONCRETE PAVING Page 20 of 23 3. All testing shall be in accordance with applicable ASTM Standards and concrete testing technician must be ACI certified or equivalent. C.Pavement Thickness Test 1. Pavement thickness test shall be performed by a commercial testing laboratory approved by the City every 100 feet or fraction thereof in accordance with TxDOT Designation: Tex-423-A, unless otherwise shown on the plans. Test locations shall be at the discretion of the City. 2. In the event a deficiency in the thickness of pavement is revealed during normal testing operations, core samples shall be taken at the contractor's expense to verify deficiency of more than 0.2 in. from plan thickness and to isolate the deficient area. 3. Where the average thickness of pavement in the area found to be deficient in thickness by more than 0.20 inch, but not more than 0.50-inch, payment shall be made at an adjusted price as specified in the following table. Deficiency in Thickness Proportional Part Determined by Cores Of Contract Price Inches Allowed 0.00 — 0.20 100 percent 0.21— 0.30 80 percent 0.31— 0.40 70 percent 0.41 — 0.50 60 percent 4. Any area of pavement found deficient in thickness by more than 0.50 inch but not more than 0.75 inch or 1/10 of the thickness specified on the Drawings, whichever is greater, shall be evaluated by the City. 5. If, in the judgment of the City the area of such deficiency should not be removed and replaced, there shall be no payment for the area retained. 6. If, in the judgment of the City, the area of such deficiency warrants removal, the area shall be removed and replaced, at the Contractor's entire expense, with concrete of the thickness shown on the Drawings. 7. Any area of pavement found deficient in thickness by more than 0.75 inch or more than 1/10 of the plan thickness, whichever is greater, shall be removed and replaced with concrete of the thickness shown on the Drawings at the Contractor's sole expense. 8. No additional payment over the contract unit price shall be made for any pavement of a thickness exceeding that required by the Drawings. D.Pavement Strength Test During the progress of the work the commercial testing laboratory casts test cylinders for conforming to ASTM C31, to maintain a check on the compressive strengths of the concrete being placed. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised June 10, 2022 UTILITY CUT REPAIR CONTRACT 2 2023 City Project No. UC-02 2023 FM Im MR on w a M M 3213 13 - 21 CONCRETE PAVING Page 21 of 23 1 2. Test cylinders shall be taken from a representative portion of concrete being placed 2 for every 150-cubic yards of concrete pavement placed, but in no case shall fewer 3 than 1 set of cylinders be taken per day of placement. After the cylinders have been - 4 cast, they shall remain on the job site and then transported, moist cured, and tested 5 in accordance with ASTM C31 and ASTM C39. 6 3. In each set, one of the cylinders shall be tested at 7 days (3 days for HES concrete), 7 two cylinders shall be tested at 28 days (three cylinders for 4" by 8" cylinders), and 8 the remaining cylinder shall be retained for testing at 56 days, if necessary. 9 Concrete must attain its design strength within 56 days. The 4" by 8" cylinders are 10 acceptable only when the nominal maximum aggregate size of the mix is less than 11 1-1/4 inch. �* 12 4. If the average 28-day test results indicate deficient strength, the Contractor may, at 13 its option and expense, core the pavement in question and have the cores tested by 14 an approved laboratory in accordance with ASTM C42 and ACI 318 protocol. The 15 average of all cores must meet 100 percent of the minimum specified strength, with 16 no individual core resulting in less than 90 percent of design strength, in order to 17 override the results of the cylinder tests. 18 5. In the event cylinders and/or cores do not meet minimum specified strength, 19 additional cores may be taken to identify the limits of deficient concrete pavement 20 at the expense of the Contractor. 21 6. Cylinders and/or cores must meet minimum specified strength. Pavement not ` 22 meeting the minimum specified strength shall be subject to the money penalties or 23 removal and placement at the Contractor's expense as shown in the following table. 24 �+ Percent Deficient Percent of Contract Price Allowed Greater Than 0 percent - Not More Than 10 percent 90-percent Greater Than 10 percent -Not More Than 15 percent 80-percent Greater Than 15 percent 0-percent or removed and replaced at the entire cost and expense of Contractor as directed by City 25 26 7. Deficiency shall be determined on a panel by panel basis. ,., 27 8. The amount of penalty shall be deducted from payment due to Contractor 28 9. No additional payment over the contract unit price shall be made for any pavement 29 with a strength exceeding that required by the Drawings and/or specifications. 30 E. Cracked Concrete Acceptance Policy 31 1. If cracks exist in concrete pavement upon completion of the project, the Project 32 Inspector shall decide as to the need for action to address the cracking as to its 33 cause and recommended remedial work. 34 2. If the recommended remedial work is routing and sealing of the cracks to protect 35 the subgrade, the Inspector shall make the determination as to whether to rout and 36 seal the cracks at the time of final inspection and acceptance or at any time prior to 37 the end of the project maintenance period. The Contractor shall perform the routing 38 and sealing work as directed by the Project Inspector, at no cost to the City, 39 regardless of the cause of the cracking. w 40 3. If remedial work beyond routing and sealing is determined to be necessary, the 41 Inspector and the Contractor shall meet to determine the cause of the cracking. CITY OF FORT WORTH UTILITY CUT REPAIR STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CONTRACT 2 2023 Revised June 10, 2022 City Project No. UC-02 2023 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 32 13 13-22 CONCRETE PAVING Page 22 of 23 a. If agreement is reached that the cracking is due to deficient materials or workmanship, the Contractor shall perform the remedial work at no cost to the City. Remedial work in this case shall be limited to removing and replacing the deficient work with new material and workmanship that meets the requirements of the contract. b. If the Inspector and the Contractor agree that the cause of the cracking is not deficient materials or workmanship, the City may request the Contractor to provide an estimate of the cost of the necessary remedial work and/or additional work to address the cause of the cracking, and the Contractor will perform that work at the agreed -upon price if the City elects to do so. 4. If the Inspector and the Contractor cannot agree on the cause of the cracking, the City may hire an independent geotechnical engineer, acceptable to the Contractor, to perform testing and analysis to determine the cause of the cracking. The contractor shall pay 50 percent of the costs of the independent testing. Contractor shall provide one half of the estimated costs of the independent testing to be held by the City. 5. If the independent geotechnical engineer determines that the primary cause of the cracking is the Contractor's deficient material or workmanship, the remedial work will be performed at the Contractor's entire expense and the Contractor will also reimburse the City for the City's portion of cost of the geotechnical investigation. Remedial work in this case shall be limited to removing and replacing the deficient work with new material and workmanship that meets the requirements of the contract. 6. If the geotechnical engineer determines that the primary cause of the cracking is not the Contractor's deficient material or workmanship, the City will return the held funds to the Contractor. The Contractor, on request, will provide the City an estimate of the costs of the necessary remedial work and/or additional work and will perform the work at the agreed -upon price as directed by the City. 29 3.8 SYSTEM STARTUP [NOT USED] 30 3.9 ADJUSTING [NOT USED] 31 32 33 34 35 36 37 38 39 3.10 CLEANING [NOT USED] A.No concrete washout, mix, slurry, cuts, mud or solids etc., may enter the storm water system including curb lines. Equipment washout allowed only in areas shown on drawings and test materials or slag must be removed from site prior to final acceptance. 3.11 CLOSEOUT ACTIVITIES [NOT USED] 3.12 PROTECTION [NOT USED] 3.13 MAINTENANCE [NOT USED] 3.14 ATTACHMENTS [NOT USED] CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised June 10, 2022 UTILITY CUT REPAIR CONTRACT 2023 City Project No. UC-02 2023 W I— ,� iW am 0- M 5P ed F r. pa pop ■ 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 32 13 13-23 CONCRETE PAVING Page 23 of 23 END OF SECTION Revision Log DATE NAME SUMMARY OF CHANGE 12/20/2012 1.2.A — Modified items to be included in price bid 05/21/2014 Doug Rademaker 2.2.1) — Modified to clarify acceptable fly ash substitution in concrete paving 1.1 LA — modified to clarify concrete placement temperature restrictions Zelalem 2.4.A, B, D — to clarify concrete quality control process and requirements 03/19/2021 Arega/Doug 3.7. C & D - to modify and clarify the pavement strength test and change in Black pavement thickness measurement methodology 3.7.E — Modified to clarify cracked concrete acceptance policy 3/11/2022 Zelalem Arega 1.3.A.h, 2.2 — Added ASTM C595, Type IL cement 6/10/2022 M Owen 3.4 G. 1. — Clarified language re: machine laid vs. hand poured CITY OF FORT WORTH UTILITY CUT REPAIR STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CONTRACT 2 2023 Revised June 10, 2022 City Project No. UC-02 2023 329119-1 TOPSOIL PLACEMENT AND FINISHING OF PARKWAYS Page 1 of 3 1 SECTION 32 9119 2 TOPSOIL PLACEMENT AND FINISHING OF ROADWAY RIGHT-OF-WAYS -- 3 PART 1- GENERAL 4 1.1 SUMMARY 5 1. Section Includes: 6 1. Furnish and place topsoil to a minimum of 3-inch depth unless otherwise shown on 7 the Drawings within the Roadway Right -of ways (Roadway ROW includes 8 medians and parkways between the curb and property line. 9 2. Deviations from this City of Fort Worth Standard Specification 1. TOP SOIL - Where directed by the engineer, top soil shall be applied in accordance with "Top Soil Placement and Parkway Finishing" (32 91 19) except as follows: All labor, equipment, tools and incidentals shall be included in the Square Yard bid price for top soil. 10 3. Related Specification Sections include but are not necessarily limited to 11 1. Division 0 - Bidding Requirements, Contract Forms, and Conditions of the Contract 12 2. Division 1- General Requirements 13 1.2 PRICE AND PAYMENT PROCEDURES 14 1. Measurement and Payment 15 1. Measurement 16 a. Measurement for this Item shall be by cubic yard of Topsoil in place. 17 2. Payment 18 a. The work performed and materials furnished in accordance with this Item and 19 measured as provided under "Measurement" will be paid for at the unit price ., 20 bid per cubic yard of in place/tamped Topsoil. 21 b. All excavation required by this Item in cut sections shall be measured in 22 accordance with provisions for the various excavation items involved with the 23 provision that excavation will be measured and paid for once, regardless of the 24 manipulations involved. 25 3. The price bid shall include: 26 a. Furnishing Topsoil 27 b. Loading 28 c. Hauling 29 d. Placing 30 1.3 REFERENCES [NOT USED] 31 1.4 ADMINISTRATIVE REQUIREMENTS [NOT USED] ' 32 1.5 ACTION SUBMITTALS [NOT USED] 33 1.6 ACTION SUBMITTALSANFORMATIONAL SUBMITTALS [NOT USED] 34 1.7 CLOSEOUT SUBMITTALS [NOT USED] 35 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 36 1.9 QUALITY ASSURANCE [NOT USED] CITY OF FORT WORTH UTILITY CUT REPAIR STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CONTRACT 2 2023 Revised March 11, 2022 City Project No. UC-02 2023 PM 329119-2 TOPSOIL PLACEMENT AND FINISHING OF PARKWAYS Page 2 of 3 37 1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED] 38 1.11 FIELD [SITE] CONDITIONS [NOT USED] 1 1.12 WARRANTY [NOT USED] 2 PART2- PRODUCTS 3 2.1 OWNER -FURNISHED [oR] OWNER-SUPPLIEDPRODUCTS [NOT USED] 4 2.2 MATERIALS 5 1. Topsoil 6 1. Use easily cultivated, fertile topsoil that: 7 a. Is free from objectionable material including subsoil, weeds, clay lumps, non- 8 soil materials, roots, stumps or stones larger than 1.0 inches 9 b. Has a high resistance to erosion 10 c. Is able to support plant growth 11 2. Secure topsoil from approved sources. 12 3. Topsoil is subject to testing by the City. Contractor shall have soil delivery tickets 13 available upon request. 14 4. pH: 5.5 to 8.5. 15 5. Liquid Limit: 50 or less 16 6. Plasticity Index: 20 or less 17 7. Gradation: maximum of 10 percent passing No. 200 sieve 18 2. Water: Clean and free of industrial wastes and other substances harmful to the growth 19 of vegetation 20 2.3 ACCESSORIES [NOT USED) 21 2.4 SOURCE QUALITY CONTROL [NOT USED] 22 PART 3 - EXECUTION 23 3.1 INSTALLERS [NOT USED] 24 3.2 PREPARATION [NOT USED] 25 3.4 INSTALLATION 26 1. Finishing of Roadway Right -of -Ways 27 1. Smoothly shape right-of-ways, shoulders, slopes, and ditches. 28 2. Cut right-of-ways to finish grade prior to the placing of any improvements in or 29 adjacent to the roadway. 30 3. In the event that unsuitable material for right-of-ways is encountered, extend the 31 depth of excavation in the right-of-ways to 6 inches and backfill with minimum of 3 32 inches of topsoil. 33 4. Make standard right-of-ways grade perpendicular to and draining to the curb line. 34 a. Minimum: 1/4 inch per foot 35 b. Maximum:4:1 36 c. City may approve variations from these requirements in special cases. i i M M ME on CITY OF FORT WORTH UTILITY CUT REPAIR i STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CONTRACT 2 2023 Revised March 11, 2022 City Project No. UC-02 2023 r 3291 19 - 3 TOPSOIL PLACEMENT AND FINISHING OF PARKWAYS Page 3 of 3 37 5. Whenever the adjacent property is lower than the design curb grade and runoff 38 drains away from the street, the right-of-ways grade must be set level with the top 39 of the curb. 1 6. The design grade from the right-of-ways extends to the back of the walk line. 2 7. From that point (behind the walk), the grade may slope up or down at maximum 3 slope of 4:1. 4 2. Placing of Topsoil 5 1. Spread the topsoil to a uniform loose cover at the thickness specified. 6 2. Place and shape the topsoil as directed. 7 a. Hand tamp or roll topsoil surface (with hand tamper or landscaping roller or 8 other accepted method) and finish a minimum of 5 feet from all flatwork. 9 b. Ensure topsoil is free from objectionable material including subsoil, weeds, 10 clay lumps, non -soil materials, roots, stumps or stones larger than 1.0 inches 11 c. No additional topsoil should be added within the critical root zone of trees. 12 Tamp the topsoil with a light roller or other suitable equipment. 13 3.5 REPAIR/RESTORATION] [NOT USED] 14 3.6 RE -INSTALLATION [NOT USED] 15 3.7 FIELD QUALITY CONTROL [NOT USED] 16 3.8 SYSTEM STARTUP [NOT USED] 17 3.9 ADJUSTING [NOT USED] 18 3.10 CLEANING [NOT USED] 19 3.11 CLOSEOUT ACTIVITIES [NOT USED] 20 3.12 PROTECTION [NOT USED] 21 3.13 MAINTENANCE [NOT USED] 22 3.14 ATTACHMENTS [NOT USED] 23 END OF SECTION 24 Revision Log DATE NAME SUMMARYOF CHANGE 25 3/11/2022 M Owen Revised title of specification and provided clarifications in Sections 1.1 Summary, 2.2 Materials, 3.4 Installation CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised March 11, 2022 UTILITY CUT REPAIR CONTRACT 2 2023 City Project No. UC-02 2023 3305 14- 1 ADJUSTING MANHOLES, INLETS, VALVE BOXES, AND OTHER STRUCTURES TO GRADE Page 1 of 8 1 SECTION 33 05 14 2 ADJUSTING MANHOLES, INLETS, VALVE BOXES, AND OTHER STRUCTURES TO 3 GRADE 4 PART1- GENERAL 5 1.1 SUMMARY 6 A. Section Includes: 7 1. Vertical adjustments to manholes, drop inlets, valve boxes, cathodic protection test 8 stations and other miscellaneous structures to a new grade 9 B. Deviations from this City of Fort Worth Standard Specification 10 1. ADJUST WATER VALVE BOXES, MANHOLES AND VAULTS- 11 Contractor will be responsible for adjusting water valve boxes, manholes and 12 vaults to match new pavement grade. The unit price bid will be full payment 13 for materials including all labor, equipment, tools and incidentals necessary to 14 complete the work. 15 C. Related Specification Sections include, but are not necessarily limited to: 16 1. Division 0 — Bidding Requirements, Contract Forms, and Conditions of the 17 Contract 18 2. Division 1 — General Requirements 19 3. Section 32 01 17 — Permanent Asphalt paving Repair 20 4. Section 32 0129 — Concrete Paving Repair 21 5. Section 33 05 10 — Utility Trench Excavation, Embedment and Backfill 22 6. Section 33 05 13 — Frame, Cover and Grade Rings 23 7. Section 33 39 10 — Cast -in -Place Concrete Manholes 24 8. Section 33 39 20 —Precast Concrete Manholes 25 9. Section 33 12 20 — Resilient Seated (Wedge) Gate Valve 26 10. Section 33 12 21 — AWWA Rubber -Seated Butterfly Valve 27 11. Section 33 04 11 — Corrosion Control Test Station 28 12. Section 33 04 12 — Magnesium Anode Cathodic Protection System 29 1.2 PRICE AND PAYMENT PROCEDURES 30 A. Measurement and Payment 31 1. Manhole — Minor Adjustment 32 a. Measurement 33 1) Measurement for this Item shall be per each adjustment using only grade 34 rings or other minor adjustment devices to raise or lower a manhole to a grade 35 as specified on the Drawings. 36 b. Payment 37 1) The work performed and the materials furnished in accordance with this 38 Item will be paid for at the unit price bid per each "Manhole Adjustment, 39 Minor" completed. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised March 11, 2022 UTILITY CUT REPAIR CONTRACT 2 2023 City Project No. UC-02 2023 1 2 3 4 5 6 7 8 9 10 I 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 330514-2 ADJUSTING MANHOLES, INLETS, VALVE BOXES, AND OTHER STRUCTURES TO GRADE Page 2 of 8 c. The price bid shall include: 1) Pavement removal 2) Excavation 3) Hauling 4) Disposal of excess material 5) Grade rings or other adjustment device 6) Reuse of the existing manhole frame and cover 7) Furnishing, placing and compaction of embedment and backfill 8) Concrete base material 9) Permanent asphalt patch or concrete paving repair, as required 10) Clean-up 2, Manhole - Major Adjustment a. Measurement 1) Measurement for this Item shall be per each adjustment requiring structural modifications to raise or lower a manhole to a grade as specified on the Drawings. b. Payment 1) The work performed and the materials furnished in accordance with this Item will be paid for at the unit price bid per each "Manhole Adjustment, Major" completed. c. The price bid shall include: 1) Pavement removal 2) Excavation 3) Hauling 4) Disposal of excess material 5) Structural modifications, grade rings or other adjustment device 6) Reuse of the existing manhole frame and cover 7) Furnishing, placing and compaction of embedment and backfill 8) Concrete base material 9) Permanent asphalt patch or concrete paving repair, as required 10) Clean-up 3. Manhole -Major Adjustment with Frame and Cover a. Measurement 1) Measurement for this Item shall be per each adjustment requiring structural modifications to raise or lower a manhole to a grade specified on the Drawings or structural modifications for a manhole requiring a new frame and cover, often for changes to cover diameter. b. Payment 1) The work performed and the materials furnished in accordance with this Item will be paid for at the unit price bid per each "Manhole Adjustment, Major w/ Cover" completed. c. The price bid shall include: 1) Pavement removal 2) Excavation 3) Hauling 4) Disposal of excess material 5) Structural modifications, grade rings or other adjustment device 6) Frame and cover 7) Furnishing, placing and compaction of embedment and backfill CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised March 11, 2022 UTILITY CUT REPAIR CONTRACT 2 2023 City Project No. UC-02 2023 w sm PM am w P_ M ff M I 2 s 3 - 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 .r 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 330514-3 ADJUSTING MANHOLES, INLETS, VALVE BOXES, AND OTHER STRUCTURES TO GRADE Page 3 of 8 8) Concrete base material 9) Permanent asphalt patch or concrete paving repair, as required 10) Clean-up 4. Inlet a. Measurement 1) Measurement for this Item shall be per each adjustment requiring structural modifications to inlet to a grade specified on the Drawings. b. Payment 1) The work performed and the materials furnished in accordance with this Item will be paid for at the unit price bid per each "Inlet Adjustment" completed. c. The price bid shall include: 1) Pavement removal 2) Excavation 3) Hauling _4) Disposal of excess material 5) Structural modifications 6) Furnishing, placing and compaction of embedment and backfill 7) Concrete base material, as required 8) Surface restoration, permanent asphalt patch or concrete paving repair, as required 9) Clean-up 5. Valve Box a. Measurement 1) Measurement for this Item shall be per each adjustment to a grade specified on the Drawings. b. Payment 1) The work performed and the materials furnished in accordance with this Item will be paid for at the unit price bid per each "Valve Box Adjustment" completed. c. The price bid shall include: 1) Pavement removal 2) Excavation 3) Hauling 4) Disposal of excess material 5) Adjustment device 6) Furnishing, placing and compaction of embedment and backfill 7) Concrete base material, as required 8) Surface restoration, permanent asphalt patch or concrete paving repair, as required 9) Clean-up 6. Cathodic Protection Test Station a. Measurement 1) Measurement for this Item shall be per each adjustment to a grade specified on the Drawings. b. Payment CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised March 11, 2022 UTILITY CUT REPAIR CONTRACT 2 2023 City Project No. UC-02 2023 330514-4 ADJUSTING MANHOLES, INLETS, VALVE BOXES, AND OTHER STRUCTURES TO GRADE Page 4 of 8 1 1) The work performed and the materials furnished in accordance with this 2 Item will be paid for at the unit price bid per each "Cathodic Protection Test 3 Station Adjustment" completed. 4 c. The price bid shall include: 5 1) Pavement removal 6 2) Excavation 7 3) Hauling 8 4) Disposal of excess material 9 5) Adjustment device 10 6) Furnishing, placing and compaction of embedment and backfill 11 7) Concrete base material, as required 12 8) Surface restoration, permanent asphalt patch or concrete paving repair, as 13 required 14 9) Clean-up 15 7. Fire Hydrant 16 a. Measurement 17 1) Measurement for this Item shall be per each adjustment requiring stem 18 extensions to meet a grade specified by the Drawings. 19 b. Payment 20 1) The work performed and the materials furnished in accordance with this 21 Item will be paid for at the unit price bid per each "Fire Hydrant Stem 22 Extension" completed. 23 c. The price bid shall include: 24 1) Pavement removal 25 2) Excavation 26 3) Hauling 27 4) Disposal of excess material 28 5) Adjustment materials 29 6) Furnishing, placing and compaction of embedment and backfill 30 7) Concrete base material, as required 31 8) Surface restoration, permanent asphalt patch or concrete paving repair, as 32 required 33 9) Clean-up 34 8. Meter Box 35 a. Measurement 36 1) Minor adjustment to meter box less than 6-inches vertical shall be 37 considered subsidiary to the meter box pay item. 38 2) Measurement for this item shall be per each water meter adjustment 39 required in excess of 6-inches vertically to meet the grade specified by the 40 Drawings. 41 b. Payment 42 1) The work performed and the materials furnished in accordance with this 43 Item will be paid for at the unit price bid per each "Meter Box Adjustment 44 Extension" completed 45 c. The price bid shall include: 46 1) Excavation 47 2) Hauling NNW W_ CITY OF FORT WORTH UTILITY CUT REPAIR W' STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CONTRACT 2 2023 Revised March 11, 2022 City Project No. UC-02 2023 OM 330514-5 ADJUSTING MANHOLES, INLETS, VALVE BOXES, AND OTHER STRUCTURES TO GRADE Page 5 of 8 1 3) Disposal of excess material 2 4) Adjustment materials 3 5) Furnishing, placing and compaction of embedment and backfill 4 6) Concrete base material, as required 5 7) Surface restoration, unimproved area, as required 6 8) Clean-up 7 9. Misceltaneous Structure This Item is intended for a tcnique structure. Bid Item 8 should include details to identifythe specific structure (i.e. Miscellaneous Structure 9 Adjustment, Sta. 1 +00) 10 a. Measurement 11 1) Measurement for this Item shall be per each adjustment requiring structural 12 modifications to said structure to a grade specified on the Drawings. 13 b. Payment 14 1) The work performed and the materials furnished in accordance with this 15 Item will be paid for at the unit price bid per each "Miscellaneous Structure 16 Adjustment" completed. 17 c. The price bid shall include: 18 1) Pavement removal 19 2) Excavation 20 3) Hauling 21 4) Disposal of excess material 22 5) Structural modifications 23 6) Furnishing, placing and compaction of embedment and backfill 24 7) Concrete base material 25 8) Permanent asphalt patch or concrete paving repair, as required 26 9) Clean-up 27 1.3 REFERENCES 28 A. Definitions 29 1. Minor Adjustment 30 a. Refers to a small elevation change performed on an existing manhole where the 31 existing frame and cover are reused. 32 2. Major Adjustment 33 a. Refers to a significant elevation change performed on an existing manhole 34 which requires structural modification or when a 24-inch ring is changed to a 35 30-inch ring. 36 B. Reference Standards 37 1. Reference standards cited in this Specification refer to the current reference 38 standard published at the time of the latest revision date logged at the end of this 39 Specification, unless a date is specifically cited. 40 2. Texas Commission on Environmental Quality (TCEQ): 41 a. Title 30, Part I, Chapter 217, Subchapter C, Rule 217.55 —Manholes and 42 Related Structures. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised March 11, 2022 UTILITY CUT REPAIR CONTRACT 2 2023 City Project No. UC-02 2023 0 am 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 330514-6 ADJUSTING MANHOLES, INLETS, VALVE BOXES, AND OTHER STRUCTURES TO GRADE Page 6 of 8 1.4 ADMINISTRATIVE REQUIREMENTS [NOT USED] 1.5 SUBMITTALS [NOT USED] 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED] 1.7 CLOSEOUT SUBMITTALS [NOT USED] 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 1.9 QUALITY ASSURANCE [NOT USED] 1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED] 1.11 FIELD [SITE] CONDITIONS [NOT USED] 1.12 WARRANTY [NOT USED] PART2- PRODUCTS 2.1 OWNER -FURNISHED [oR] OWNER -SUPPLIED PRODUCTS [NOT USED] 2.2 MATERIALS A. Cast -in -Place Concrete 1. See Section 03 30 00. B. Modifications to Existing Concrete Structures 1. See Section 03 80 00. C. Grade Rings 1. See Section 33 05 13. D. Frame and Cover 1. See Section 33 05 13. E. Backfill material 1. See Section 33 05 10. F. Water valve box extension 1. See Section 33 12 20. G. Corrosion Protection Test Station 1. See Section 33 04 11. H. Cast -in -Place Concrete Manholes 1. See Section 33 39 10. I. Precast Concrete Manholes 1. See Section 33 39 20. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised March 11, 2022 UTILITY CUT REPAIR CONTRACT 2 2023 City Project No. UC-02 2023 on w M. P. w i w m r� M 0 330514-7 ADJUSTING MANHOLES, INLETS, VALVE BOXES, AND OTHER STRUCTURES TO GRADE Page 7 of 8 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 6 A. Verification of Conditions _. 7 1. Examine existing structure to be adjusted, for damage or defects that may affect 8 grade adjustment. 9 a. Report issue to City for consideration before beginning adjustment. 10 3.3 PREPARATION 11 A. Grade Verification 12 1. On major adjustments confirm any grade change noted on Drawings is consistent 13 with field measurements. _ 14 a. If not, coordinate with City to verify final grade before beginning adjustment. 15 3.4 ADJUSTMENT 16 A. Manholes, Inlets, and Miscellaneous Structures 17 1. On any sanitary sewer adjustment replace 24-inch frame and cover assembly with i 18 30-inch frame and cover assembly per TCEQ requirement. 19 2. On manhole major adjustments, inlets and miscellaneous structures protect the 20 bottom using wood forms shaped to fit so that no debris blocks the invert or the 21 inlet or outlet piping in during adjustments. 22 a. Do not use any more than a 2-piece bottom. 23 3. Use the least number of grade rings necessary to meet required grade. 24 a. For example, if a 1-foot adjustment is required, use 2 6-inch rings, not 6 2-inch 25 rings. 26 b. The maximum height of adjustment shall be no more than 12 inches for any 27 combination of grade rings. If 12 inches is required, use 3 — 4 inch rings. 28 B. Valve Boxes 29 1. Utilize typical 3 piece adjustable valve box for adjusting to final grade as shown on 30 the Drawings. 31 C. Backfill and Grading 32 1. Backfill area of excavation surrounding each adjustment in accordance to Section 33 3305 10. 34 D. Pavement Repair 35 1. If required pavement repair is to be performed in accordance with Section 32 01 17 36 or Section 32 0129. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised March 11, 2022 UTILITY CUT REPAIR CONTRACT 2 2023 City Project No. UC-02 2023 1 2 3 4 5 6 7 8 9 10 11 12 330514-8 ADJUSTING MANHOLES, INLETS, VALVE BOXES, AND OTHER STRUCTURES TO GRADE Page 8 of 8 3.5 REPAIR / RESTORATION [NOT USED] 3.6 RE -INSTALLATION [NOT USED] 3.7 FIELD [oR] SITE QUALITY CONTROL [NOT USED] 3.8 SYSTEM STARTUP [NOT USED] 3.9 ADJUSTING [NOT USED] 3.10 CLEANING [NOT USED] 3.11 CLOSEOUT ACTIVITIES [NOT USED] 3.12 PROTECTION [NOT USED] 3.13 MAINTENANCE [NOT USED] 3.14 ATTACHMENTS [NOT USED] END OF SECTION Revision Log DATE NAME SUMMARYOF CHANGE 1.2.A — Pay item added for a major manhole adjustment which reuses the existing frame and cover and a major adjustment requiring a new frame and cover; Added 12/20/2012 D. Johnson items to be included in price bids; Blue text added for clarification for miscellaneous structure adjustments 3.4 — Pavement repair requirements were added 9/20/2017 W. Norwood 3.4.3 Eliminate 24 inch requirement for maximum chimney height adjustment. 3.4.4.bAdd requirement for maximum height of grade rings to be 12 inches or 3-4 inch rings 3/11/2022 M Owen Add measurement and payment section for meter box adjustment CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised March 11, 2022 UTILITY CUT REPAIR CONTRACT 2 2023 City Project No. UC-02 2023 ow Fm OM dw SM FM Y APPENDIX GC-4.01 Availability of Lands - None GC-4.02 Subsurface and Physical Conditions - None GC-4.04 Underground Facilities - None GC-4.06 Hazardous Environmental Condition at Site - None GC-6.06.D Minority and Women Owned Business Enterprise Compliance Business Equity — Instructions to Bidders about the Business Equity Goal Business Equity — Utilization Form M/WBE — Prime Contractor Waiver Form Business Equity — Good Faith Effort Form M/WBE — Joint Venture Eligibility Form GC-6.07 Wage Rates 2013 Prevailing Wage Rates (Heavy & Highway Construction Projects) GC-6.09 Permits and Utilities — None GC-6.24 Nondiscrimination — None GR-01 60 00 Product Requirements —None Paving Details D520 — Typical Section Trench Repair HMAC Pavement D521 — Typical Section Trench Repair Reinforced Concrete Pavement D522 — Typical Section Trench Repair Brick Surface & Reinforced Concrete Base D525 — Standard Monolithic Curb D530 — Concrete Valley Gutter D534 — Standard Curb and Gutter D546 — Sidewalk Details CITY OF FORT WORTH UTILITY CUT REPAIR CONTRACT 2 2023 City Project No. UC-02 2023 GC-4.01 Availability of Lands THIS PAGE LEFT INTENTIONALLY BLANK C 7 w w w rr w CITY OF FORT WORTH UTILITY CUT REPAIR i STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CONTRACT 2 2023 Revised July 1, 2011 City Project No. UC-02 2023 N GC-4.02 Subsurface and Physical Conditions THIS PAGE LEFT INTENTIONALLY BLANK CITY OF FORT WORTH UTILITY CUT REPAIR w STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CONTRACT 2 2023 Revised July 1, 2011 City Project No. UC-02 2023 m GC-4.04 Underground Facilities THIS PAGE LEFT INTENTIONALLY BLANK CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 UTILITY CUT REPAIR CONTRACT 2 2023 City Project No. UC-02 2023 w ow GC-4.06 Hazardous Environmental Condition at Site THIS PAGE LEFT INTENTIONALLY BLANK CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 UTILITY CUT REPAIR CONTRACT 2 2023 City Project No. UC-02 2023 M GC-6.06.1) Minority and Women Owned Business Enterprise Compliance Business Equity — Instructions to Bidders about the Business Equity Goal Business Equity — Utilization Form M/WBE — Prime Contractor Waiver Form Business Equity — Good Faith Effort Form M/WBE — Joint Venture Eligibility Form CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 UTILITY CUT REPAIR CONTRACT 2 2023 City Project No. UC-02 2023 FORT WORTH® City of Fort Worth Business Equity Division INSTRUCTIONS TO BIDDERS ABOUT THE BUSINESS EQUITY GOAL Bid number: Business Equity Goal: It is the policy of the City of Fort Worth to ensure the full and equitable utilization of Business Equity Firms when appropriate, in the procurement of all goods and services. When a Business Equity Goal is established for a bid, it means that the City of Fort Worth believes that there are Business Equity Firms available that can provide goods or services requested by the bid. The Business Equity Goal for Bid number is %. This means that the City believes that there are available Business Equity Firms that can provide goods or services required by this bid and therefore, % of the Bidder's awarded amount must be spent with a Business Equity Firm. All requirements and regulations stated in the City's current Business Eauitv Ordinance #25165-10-2021 apply to this bid. Definitions are at the end of this document. Because a Business Equity Goal has been established for this bid, in order for your bid to be �- considered, a Bidder must satisfv one (1) of the conditions below. A. Commit to Meet or Exceed the Business Equity Goal Hire Business Equity Firm(s) to provide goods or services and spend at least the goal amount with the Business Equity Firm(s). Step 1: Obtain a listing of Business Equity Firms by completing the "Request for Listing of Certified Firms Form" located at the City of Fort Worth's Business Eauitv Division website. Step 2: Request bids from Business Equity Firms to provide goods or services at least 10 calendar days before bid opening. Step 3: Submit the following two (2) forms: a. Utilization Plan b. Letter(s) of Intent B. Prove a Good Faith Effort Show attempt to hire Business Equity Firms to meet or exceed the goal, but was unsuccessful. This can occur in two (2) ways: 1) Bidder proposes a smaller Goal Step 1: Obtain a listing of Business Equity Firms by completing the "Request for Listing of Certified Firms Form" located at the City of Fort Worth's Business Eauitv Division website. Step 2: Request bids from Business Equity Firms to provide goods or services at least 10 calendar days before bid opening. Step 3: Submit the following three (3) forms: a. Utilization Plan b. Letter(s) of Intent c. Good Faith Effort 2) Bidder proposes a 0% Goal Step 1: Obtain a listing of Business Equity Firms by completing the "Request for Listing of Certified Firms Form" located at the City of Fort Worth's Business Eauitv Division website. Step 2: Request bids from Business Equity Firms to provide goods or services at least 10 calendar days before bid opening. Step 3: If unsuccessful, submit Good Faith Effort Form. Please see Ordinance 420-370 (a) page for requirements of an acceptable Good Faith Effort. C. Prove that the Bidder Can Perform the Service and Provide all Materials on the Project as the Prime Contractor Bidder must show that the Bidder is providing all of the goods and services through their own we company and that there are no goods or services provided by a third party or an affiliate. Bidder will not purchase any supplies or inventory from a third party. Step 1: Must submit Prime Contract Waiver Form D. Create a Joint Venture with a Business Equity Firm At least one or both of the firms must be a Business Equity Firm Step 1: Must submit Joint Venture Form DEADLINE TO SUBMIT REQUIRED DOCUMENTS AND FORMS Bidders must submit sealed bids to be opened at the date, time, and place stated in the solicitation for the public opening of bids. Faxed copies will not be accepted. FREQUENTLY ASKED QUESTIONS 1. If I am Business Equity Firm, can I count my performance of the bid? Answer. A Business Equity Prime Contractor can count its self -performance towards meeting the Business Equity Goal for the assigned North American Industry Classification System (NAICS) commodity codes on its Minority Business Enterprise (MBE) or Women Business Enterprise (WBE) certification. 2. What if I am a Business Equity Firm, but I am unable to self perform all work or provide all of the goods under the bid, can I count my performance under the Bid? Answer. If the Business Equity Prime cannot self -perform all of the work, it will be accountable for subcontracting with certified firms to meet the overall goal. Business Equity Firms that qualify under the "Significant Business Presence" definition may count in the Program upon approval of DVIN-BE. 3. This bid does not have a set amount that the City will purchase from the Awarded Bidder, how do I complete the form? Answers: a. For a low bid procurement, the lowest bidder shall submit a Utilization Plan no later than 2:00 PM on the third business day after bids are opened detailing all Subcontractors the Contractor intends • to utilize in its performance of a Contract. Contractors that are Business Equity Firms may count their self -performed services towards meeting a Business Equity Goal. b. For a Best Value procurement, all bidders who wish to be considered for evaluation scoring shall submit a Utilization Plan by 2:00 PM on the third business day after the bids are opened detailing all Subcontractors the Contractor intends to utilize in its performance of a Contract. Contractors that are Business Equity Firms may count their self -performed services towards meeting a Business Equity Goal. c. Non-compliance. If the lowest bidder for a low bid procurement or any bidder for a Best Value procurement does not timely submit its Utilization Plan with the required documents, that bidder will be deemed Non -Responsive. For a low bid procurement, the City will notify the next lowest bidder who shall then submit a Utilization Plan with required documents no later than 2:00 PM on the third business day after the bidder receives notification. This process will be followed until a bidder submitting the required documents is selected. DEFINITIONS Business Equity Firm means an Independent Firm that is a Certified minority- and/or women -owned business enterprise (M/WBE) with a Significant Business Presence in the City's Marketplace. Business Equity Goal means a calculation prepared by the DVIN-BE that includes all the following factors: the detailed cost estimate of the work to be performed, or goods purchased; the 6-county Marketplace; the availability of Business Equity Firms and non -Business Equity Firms in the Marketplace determined ona Contract -by -Contract basis; and the subcontracting/supplier opportunities of each - project. Certified means those firms identified by the North American Industry Classification System (NAICS) that have been determined to be a bona fide MBE or WBE by the North Central Texas Regional Certification Agency (NCTRCA), the Dallas/Fort Worth Minority Supplier Development Council (DFW /MSDC), Women's Business Council -SW (WBCS), Texas Department of Transportation (TxDOT) or another certifying agency that the DVIN-BE may deem appropriate and accepted by the City of Fort Worth. DVIN-BE means the City's Department of Diversity and Inclusion — Business Equity Division Good Faith Efforts means the actions undertaken by a Contractor and approved by DVIN-BE as described inthe Business Equity Ordinance 420-370 (g). Joint Venture means a business entity formed by two or more independent Persons for the purpose of pursuing a common objective, such as a prime contract. The resulting business entity has additional resources and capacity, enhancing its ability to compete for larger awards. A joint venture is generally characterized by shared ownership, shared returns and risks, and shared governance. In a joint venture, the prime managing partner holds 51 % or more interest in the business. Partner(s) hold less than 51 % interest but in most cases, not less than 20%. Marketplace means the geographic area as defined by the City's most current Disparity Study (i.e., .� Tarrant, Dallas, Denton, Johnson, Parker and Wise counties). Responsive means that a Person is compliant with the requirements of the Business Equity Ordinance. Significant Business Presence means a Person (1) which has its principal place of business located inside the Marketplace; (2) which has its principal place of business located outside the Marketplace but has been verified to be in existence for a minimum of 24 months and from which at least 20% of the business's workforce is based in the Marketplace; or (3) which has cumulative business receipts greater than $1,000,000 for work done in the Marketplace since January 1, 2013. Utilization Plan means the list of Business Equity Firms that a Contractor commits will be utilized to meet the Business Equity Goal for a specific project, the scopes of the work and the dollar values or the percentages of the work to be performed. R VIOLATIONS AND SANCTIONS 1. Failure to comply with the City's Business Equity Ordinance will result in the bid being considered "Non -Responsive." 2. Failure to submit the required Business Equity forms and documentation will result in the bid being considered non -responsive and a "written warning" letter that may impact the Offeror's evaluation scoring on future City bid opportunities for up to 12 months, refer to Ordinance 420-373 on VIOLATIONS AND SANCTIONS for continued offenses or failures to comply. If you have any questions, contact Department of Diversity & Inclusion, Business Equity Division Email: DVIN—BE@fortworthtexas.gov I Phone: 817-392-2674 I City of Fort Worth ATTACHMENT 1A FORT WORTH Business Equity Utilization Form Pagel o1`4 Disadvantaqed Business Enterprise Utilization Form (Applicable if Federally -Funded) PRIME/OFFEROR/OWNER COMPANY NAME: PROJECT NAME: PROJECT NUMBER: BID DATE: City's Business Equity Goal: lOfferor's Business Equity (or DBE) (Check if addressing DBE Goal) % Commitment: % Check all applicable boxes to describe ❑ Not Certified MBE WBE DBE HUB ❑VOSB Section 3 Prime/Offeror/Owner's Classification: Certifying Agency: ❑NCTRCA [—]D/FW MSDC [—]TX DOT [—]WBCS Other. Ethnicity: African American Hispanic Caucasian Asian Native American Gender: ❑Male Demale ❑ Non -Binary Definitions: Business Equity Firm: Certified MBE Minority Business Enterprise or WBE Women Business Enterprise DBE: Disadvantaged Business Enterprise HUB: Historically Under Utilized Business VOSB: Veteran Owned Small Business Section 3: Certified Housing Urban Development Vendors ALL BUSINESS EQUITY FIRMS MUST BE CERTIFIED BEFORE CONTRACT AWARD Failure to complete this form, in its entirety, and received by the Purchasing Division no later than 2:00 p.m. on the third City business day after bid opening, exclusive of bid opening date, will result in the bid -being considered non -responsive to bid specifications. Exception: CFA, ICA, and CDBG projects, documents will be submitted to the Citv Project Manaqer if publicly bid or to the Developer if Drivatelv bid. The undersigned Prime/Offeror agrees to enter into a formal agreement with the Business Equity firm(s) listed in this utilization schedule, conditioned upon execution of a contract with the City of Fort Worth (Exception: Developer projects). The.intentional and/or knowing misrepresentation of facts is grounds for consideration of disqualification and will result in the bid being considered non -responsive to bid specifications. Business Equity firms listed toward meeting the project goal must be located in the City's marketplace at the time of bid or the business has a Significant Business Presence in the Marketplace. The marketplace is the City of Fort Worth includina Dortions of Denton. Parker. Wise, and all of Tarrant. Dallas. and Johnson counties. Certified means those Business Equity Firms, located within the Marketplace, 'that have been determined to be a bona -fide minority or women business enterprise by the North Central Texas Regional Certification Agency (NCTRCA), Dallas/Fort Worth Minority Supplier Development Council (D/FW MSDC) and Women's Business Council -Southwest (WBCS). If hauling services are utilized, the Prime/Offeror will be given credit as long as the Business Equity firm listed owns and operates at least one fully licensed and operational truck to be used on the contract. The Business Equity firms may lease trucks from another Business Equity firm, including Business Equity owner -operated, and receive full Business Equity credit. The Business Equity firm may lease trucks from non -Business Equity firms, including owner -operated, but will only receive credit for the fees and commissions earned by the Business Equity as outlined in the lease agreement. Federally -funded Projects (ONLY), Counting DBE Participation: If materials or supplies are obtained from a DBE manufacturer, count 100 percent of the cost of the materials or supplies towards the goal. If the materials or supplies are purchased from a DBE regular dealer, count 60 percent of the cost of the materials and supplies toward the DBE goal. When materials or supplies are purchased from a DBE neither a manufacturer nor a regular dealer. count the entire amount of fees or commissions charged for assistance in the procurement of the materials and supplies or fees or transportation charges for the delivery of the materials or supplies delivered to the job site. In all cases, the Prime/Offeror is responsible to identify the amounts to be used toward the committed DBE goal. Note: For DBE Goals, 60% of the services count towards the goal. Effective 01/01/2021 Updated 03/24/2022 I I I i k i t 1 I i Ii Il 1 1 1 1 1 # FORT WORTH ATTACHMENT 1A Business Equity Utilization Form Page 2of4 Please note that only certified Business Equity firms will be counted to meet the Business Equity goal. Prime/Offerors are required to identify ALL subcontractors/suppliers, regardless of status; i.e., Business Equity firms and non -Business Equity firms. Prime/Offerors must identify by tier level all subcontractors/suppliers. Tier: means the level of subcontracting below the Prime/Offeror i.e. a direct payment from the Prime/Offeror to a subcontractor is considered 1st tier, a payment by a subcontractor to its supplier is considered 2nd tier. Business Equity firms are to be listed before non -Business Equity firms. The Prime/Offeror is responsible to provide proof of payment of all tiered sub-contractors/suppliers identified as a Business Equity firm and counting those dollars towards meeting the contract committed goal. Certified Business Equity Prime/Offeror Contractors counting their self -performance towards meeting the contract goal, must be certified within those NAICS commodity codes with a certifying agency acceptable by the City of Fort Worth. Certified Business Equity Prime/Offeror counting self -performing services towards the goal, the service(s) to be performed should be listed first on the Utilization form. Check this box ❑if certified Prime Contractor services will be counting towards the Business Equity contracting goal. Please list services first below. Please list certified Business Equity firm names as listed on their certification, includinq DBA names. NAMES AND ADDRESSES OF TYPE OF SERVICES/SUPPLIES Specify Tier Certification Agency Gender and Ethnicity: CONTRACTORS/SUPPLIERS PROVIDED (NAICS Required) Name IstTier Business Name: Type of Service/Supplies: Certified By: ❑ Male ❑ Female ❑ Non -Binary Address: l�/FW MSDC ❑African American ❑Hispanic ❑NCTRCA Phone: NAICS Code: ❑Asian ❑TXDOT ❑WBCS Email: ❑Caucasian ❑Native ❑Other: Contact Person: $ AMOUNT: American Business Name: Type of Service/Supplies: Certified By: ❑ Male ❑ Female ❑ Non -Binary Address: ODFW MSDC ❑NCTRCA ❑African American ❑Hispanic NCT Phone: NAICS Code: ❑TXDOT ❑WBCS ❑Asian Email: ❑Other: ❑ Caucasian ❑ Native Contact Person: $ AMOUNT: American Business Name: Type of Service/Supplies: Certified By: ❑Male ❑Female ❑Non -Binary Address: ❑DFW MSDC ❑NCTRCA ❑ African American ❑ Hispanic Phone: NAICS Code: ❑TXDOT ❑WBCS ❑ Asian Email: ❑Other: ❑ Caucasian ❑ Native Contact Person: $ AMOUNT: American Effective 01/01/2021 Updated 03/24/2022 FORT WORTH ATTACHMENT 1A Page 3 of 4 Business Equity Utilization Form Please include multiple copies of this page if needed to list all contractors and suppliers. NAMES AND ADDRESSES OF CONTRACTORS/SUPPLIERS TYPE OF SERVICES/SUPPLIES Specify Tier PROVIDED (NAICS Required) Name 1st Tier Certification Agency Gender and Ethnicity: Business Name: Type of Service/Supplies: Certified By: Male Dernale Non -Binary Address: ]D/FW MSDC ❑African American ElHispanic ]NCTRCA Phone: NAICS Code: ]TXDOT �1NBCS Asian ]O#her: Caucasian El Native Contact Person: $ AMOUNT: American Business Name: Type of Service/Supplies: Certified By: El Male Female Non -Binary �FW MSDC Address: ❑NCTRCA African American Hispanic Phone: NAICS Code: ]TXDOT E]WBCS RAsian Email: ❑Other. FICaucaslan ONative Contact Person: $ AMOUNT: American Business Name: Type of Service/Supplies: Certified By • � Male ElFemale Non -Binary Address: ]DFW MSDC NCTRCA ❑African American Hispanic Phone: NAICS Code: ]TXDOT ❑WBCS ❑Asian Email: Other: �Caupsian Native Contact Person: $ AMOUNT: American Business Name: Type of Service/Supplies: Certified By: 1-1 Male El Female Non -Binary ]DFW MSDC Address: NCTRCA ❑Afrcan American Hispanic Phone: NAICS Code: ]TXDOT �WBCS ❑Asian Email: ❑Other: Caucasian Native Contact Person: $ AMOUNT: American Effective 01/01/2021 Updated 03/24/2022 FORT WORTH Business Equity Utilization Form Total Dollar Amount of Certified Prime/Offeror Services towards contract goal $ Total Dollar Amount of Business Equity (or DBE if applicable) Subcontractors/Suppliers $ Total Dollar Amount of Non -Business Equity Subcontractors/Suppliers $ TOTAL DOLLAR AMOUNT OF CERTIFIED PRIME/ALL SUBCONTRACTORS/SUPPLIERS $ ATTACHMENT 1A Page 4 of 4 The Prime/Offeror will not make additions, deletions, or substitutions to this certified list without the prior approval of the Business Equity Division through the submittal of a Request for Approval of Change/Addition online. Any unjustified change or deletion shall be a material breach of contract and may result in debarment in accord with the procedures outlined in the ordinance. The Prime/Offeror shall submit a detailed explanation of how the requested change/addition or deletion will affect the committed Business Equity goal. If the detail explanation is not submitted, it will affect the final compliance determination. By affixing a signature to this form, the Prime/Offeror further agrees to provide, directly to the City upon request, complete and accurate information regarding actual work performed by all subcontractors, including non -Business Equity firms. The Prime/Offeror also agrees to allow an audit and/or examination of any books, records and files held by their company. The Prime/Offeror agrees to allow the transmission of interviews with owners, principals, officers, employees and applicable subcontractors/suppliers participating on the contract that will substantiate the actual work performed by the Business Equity firms on this contract, by an authorized officer or employee of the City. A Prime/Offerer who intentionally and/or knowingly misrepresents material facts shall be Debarred for a period of time of not less than three (3) years. Authorized Signature Title Company Name Address City/State/Zip Code Department of Diversity and Inclusion - Business Equity Division Email: DVIN_BEOffice@fortworthtexas.gov Ph: 817-392-2674 Printed Signature Contact Name and Title (if different) Phone Number Email Address Date Effective 01/01/2021 Updated 03/24/2022 FORT WORTH OFFEROR COMPANY NAME: —= PROJECT NAME: City's MBE Project Goal: City of Fort Worth Business Equity (M[WBE) Specifications Prime Contractor Waiver Form Offeror's MBE Project Commitment: ATTACHMENT1B Page 1 of 1 Check applicable block to describe Prime IElMlWBE El NON-MWBE BID DATE PROJECT NUMBER If both answers to this form are YES, do not complete ATTACHMENT 1C (Good Faith Effort Form). All questions on this form must be completed and a detailed explanation provided, if applicable. If the answer to either question is NO, then you must complete ATTACHMENT 1 C. This form is only applicable if both answers are yes. Failure to complete this form in its entirety and be received by the Purchasina Division no later than 2:00 p.m., on the second City business day after bid openina, exclusive of the bid opening date, will result in the bid being considered non -responsive to bid specifications. Will you perform this entire contract without subcontractors? 1-1 YES If yes, please provide a detailed explanation that proves based on the size and scope of this NO project, this is your normal business practice and provide an operational profile of your business. Will you perform this entire contract without suppliers? YES If yes, please provide a detailed explanation that proves based on the size and scope of this project, this is your normal business practice and provide an inventory profile of your business. u 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 certified M/WBE(s) on this contract, the payment thereof and any proposed changes to the original M/WBE(s) arrangements submitted with this bid. The Offeror also agrees to allow an audit and/or examination of any books, records and files held by their company that will substantiate the actual work performed by the M/WBEs on this contract, by an authorized officer or employee of the City. Any Intentional and/or knowing misrepresentation of facts will be grounds for terminating the contract or debarment from City work for a period of not less than three (3) years and for initiating action under Federal, State or Local laws concerning false statements. Any failure to comply with this ordinance creates a material breach of contract and may result in a determination of an irresponsible Offeror and barred from participatinq in City work for a period of time not less than one (1) year. Authorized Signature Printed Signature Title Contact Name (if different) Company Name Phone Number Fox Number Address Email Address City/Stataft Date Business Equity DNision Email: DVIN_BEOMce®fortworthtexas.gov Phone: (817)392-2674 Rev. 3/1312022 FORTWORTH. City of Fort Worth ATTACHMENT I Business Equity Division Page 1 of 4 Good Faith Effort Form (PRIME/OFFEROR COMPANY NAME: M PROJECT NAME: (Business Equity Goal: % Offeror's Business Equity Goal Commitment: Check applicable box to describe Prime/Offeror's Certification Business Equity I ❑ Non -Business Firm Equity Finn PROJECT NUMBER IIf the Offeror did not meet or exceed the Business Equity Goal for this project, the PrimelOfferor must complete this form. If the Prime/Offeror's method of compliance with the Business Equity Goal is based upon demonstration of a "Good Faith Effort", the Prime/Offeror will have the burden of correctly and accurately preparing and submitting the documentation required by the City. Compliance with each item, 1 thru 10 below, shall satisfy the Good Faith Effort requirement absent proof of fraud, intentional and/or knowing misrepresentation of the facts or intentional discrimination by the Prime/Offeror. Failure to complete this form, in its entirety with supporting documentation, and received by the Purchasing Division no later than 2:00 p.m. on the third City business day after bid opening, exclusive of bid opening date, will result in the bid being considered non -responsive to bid specifications. Exception: CFA, ICA, and CDBG projects, documents will be submitted to the City Project Manager if publicly bid or to the Developer If privately bid. 1.) Please list each and every subcontracting and/or supplier opportunity for the completion of this project, regardless of whether it is to be provided by a Business Equity firm or non -Business Equity firm. (DO NOT LIST NAMES OF FIRMS). On all projects, the Prime/Offeror must list each subcontracting and or supplier opportunity regardless of tier. (Use additional sheets, if necessary) List of Subcontracting Opportunities List of Supplier Opportunities Effective 0311612022 ATTACHMENT 1C Page 2 of 4 2.) Obtain a current (not more than two (2) months old from the bid open date) list of Business Equity subcontractors and/or suppliers from the City's Business Equity Division. Yes No Date of Listing 3.) Did you solicit bids from Business Equity firms, within the subcontracting and/or supplier areas previously listed, at least ten calendar days prior to bid opening by telephone, exclusive of the day the bids are opened? Yes (if yes, attach list to Include name of Business Equity firm, person contacted, phone number and date and time of contact.) ❑ No 4.) Did you solicit bids from Business Equity firms, within the subcontracting and/or supplier areas previously listed, at least ten calendar days prior to bid opening by fax, exclusive of the day the bids are opened? Yes (if yes, attach list to Include name of Business Equity firm, fax number and date and time of contact. In addition, If the fax is returned as undeliverable, then that "undeliverable confirmation" received must be printed directly from the facsimile for proper documentation. Failure to submit confirmation and/or "undeliverable confirmation" documentation may render the NO GFE non -responsive.) 5.) Did you solicit bids from Business Equity firms, within the subcontracting and/or supplier areas previously listed, at least ten calendar days prior to bid opening by email, exclusive of the day the bids are opened? -- Yes (if yes, attach email confirmation to include name of Business Equity firm, date and time. In addition, if an email Is returned as undeliverable, then that "undeliverable message" receipt must be printed directly from the No email system for proper documentation. Failure to submit confirmation and/or "undeliverable message" documentation may render the GFE non -responsive.) NOTE: The three methods identified above are acceptable for soliciting bids, and each selected method must be applied to the applicable contract. The Prime/Offeror must document that either at least two attempts were made using two of the three methods or that at least one successful contact was made using one of the three methods in order to deemed responsive to the Good Faith Effort requirement. NOTE: The Prime/Offeror must contact the entire Business Equity list specific to each subcontracting and supplier opportunity to be in compliance with questions 3 thru 5. 6.) Did you provide plans and specifications to potential Business Equity firms? Yes No 7.) Did you provide the information regarding the location of plans and specifications In order to assist the Business Equity firms? Yes No Effective 0311512022 ATTACHMENT 1C Page 3 of 4 8.) Did you prepare a quotation for the Business Equity firms to bid on goods/services specific to their skill set? ❑ Yes (if yes, attach all copies of quotations.) ❑ No 9.) Was the contact information on any of the listings not valid? T ❑ Ye (if yes, attach the Information that was not valid in order for the Business Equity Division to address the corrections needed.) ❑ No 10.) Submit documentation if Business Equity firms quotes were rejected. The documentation submitted should be in the firms forms of an affidavit, include a detailed explanation of why the Business Equity firms was rejected and any supporting documentation the Prime/Offeror wishes to be considered by the City. In the event of a bona fide dispute concerning quotes, the Prime/Offeror will provide for confidential In -camera access to an inspection of any relevant documentation by City personnel. (Please use additional sheets, if necessary, and attach.) Company Name Telephone Contact Person Scope of Work Reason for Rejection ADDITIONAL INFORMATION: Please provide additional information you feel will further explain your good and honest efforts to obtain Business Equity firm participation on this project. The Prime/Offeror further agrees to provide, directly to the City upon request, complete and accurate information regarding actual work performed on this contract, the payment thereof and any proposed changes to the original arrangements submitted with this bid. The Prime/Offeror also agrees to allow an audit and/or examination of any books, records and files held by their company that will substantiate the actual work performed on this contract, by an authorized officer or employee of the City. T A Prime/Offeror who intentionally and/or knowingly misrepresents material facts shall be Debarred for a period of time of not less than three (3) years. Effective 03/15/2022 kft a fin ATTACHMENT 1C Page 4 of 4 The undersigned certifies that the information provided and the Business Equity firms listed was/were contacted in good faith. It is understood that any Business Equity firms listed in Attachment 1C will be contacted and the reasons for not using them will be verified by the City's Business Equity Division. Authorized Signature Title Company Name Address City/State/Zip Business Equity Division Email: DVIN_BEOffice@fortworthtexas.gov Phone: (817) 392-2674 Printed Signature Contact Name and Title (if different) Phone Number Email Address Date Effective 03/15/2022 FORT WORTH. CITY OF FORT WORTH M/ VBE Joint Venture Eligibility Form All questions roust be ansnered; use "NIA "if not applicable. Joint Venture Page 1 of 3 Name of City project: A joint venture form mast be completed on ,tgt project RFPBid/Purchasing Number: 1. Joint venture information: Joint Venture Name: Joint Venture Address: (Ifapplicable) Telephone: Facsimile: E-mail address: Cellular: Identify the firms that comprise the joint venture: Please attach extra shoats if additional space Is required to provide detailed explanations of work to be performed by each Finn comprising the joint venture MAM firm I : Non-M/WBE firm name: name: Business Address: Business Address: City, State, Zip: City, State, Zip: Telephone Facsimile E-mail Telephone Facsimile Cellular Cellular Certification Status: E-mail address Name of Certifying Agency: 2. Scope of work performed by the Joint Venture: Describe the scope of work of the M/WBE: Describe the scope of work of the non-M/WBE: Rev. 2113119 .� Joint Venture Page 2 of 3 3. What is the percentage of M/WBE participation on this joint venture that you wish to be counted toward meeting the project goal? 4. Attach a copy of the joint venture agreement. 5. List components of ownership of joint venture: (Do not complete ijthis information is described in Joint venture agreement) Profit and loss sharing: Capital contributions, including .� equipment: .i Other applicable ownership interests: — 6. Identify by name, race, sex and firm those individuals (with titles) who are responsible for the day-to-day management and decision making of the joint venture: Financial decisions (to include Account Payable and Receivable): Management decisions: a. Estimating b. Marketing and Sales c. Hiring and Firing of management personnel d. Purchasing of major equipment and/or supplies Supervision of field operations The City's Business Equity Division will review your joint venture submission and will have final approval of the MN1/BE percentage applied toward the goal for the project listed on this form. NOTE: — From and after the date of project award, if any of the participants, the individually defined scopes of work or the dollar amounts/percentages change from the originally approved information, then the participants must inform the City's Business Equity Division immediately for approval. Any unjustified change or deletion shall be a material breach of contract and may result in debarment in accord with the procedures outlined in the City's Business Equity Ordinance 25165-10-2021 . Rev. 2/13/19 M ON Joint Venture Page 3 of 3 AFFIDAVIT The undersigned affirms that the foregoing statements are true and correct and include all material information necessary to identify and explain the terms and operation of the joint venture. Furthermore, the undersigned shall agree to provide to the joint venture the stated scope of work, decision -making responsibilities and payments herein. The City also reserves the right to request any additional information deemed necessary to determine if the joint venture is eligible. Failure to cooperate and/or provide requested information within the time specified is grounds for termination of the eligibility process. The undersigned agree to permit audits, interviews with owners and examination of the books, records and files of the joint venture by any authorized representatives of the City of Fort Worth. Failure to comply with this provision shall result in the termination of any contract, which may be awarded under the provisions of this joint venture's eligibility and may initiate action under Federal, State and/or Local laws/ordinances concerning false statements or willful misrepresentation of facts. Name of MBE firm Name of non -MBE finn Printed Name of Owner Printed Name of Owner Signature of Owner Signature of Owner Printed Name of Owner Printed Name of Owner Signature of Owner Signature of Owner Title Title Date Date Notarization State of County of Mir 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 PrintNth Notary Public Signature Commission Expires (seal) Office of Business Diversity Email: mwbeoffice@fortworthtexas.gov Phone: (817) 392-2674 Rev. 2/13/19 pop i L—� low m no FM rt m oft ma GC-6.07 Wage Rates 2013 Prevailing Wage Rates (Heavy & Highway Construction Projects) CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 UTILITY CUT REPAIR CONTRACT 2 2023 City Project No. UC-02 2023 2013 PREVAILING WAGE RATES (Heavy and Highway Construction Projects) CLASSIFICATION DESCRIPTION Wage Rate Asphalt Distributor Operator $ 15.32 Asphalt Paving Machine Operator $ 13.99 Asphalt Raker $ 12.69 Broom or Sweeper Operator $ 11.74 Concrete Finisher, Paving and Structures $ 14.12 ^� Concrete Pavement Finishing Machine Operator $ 16.05 Concrete Saw Operator $ 14.48 Crane Operator, Hydraulic 80 tons or less $ 18.12 Crane Operator, Lattice Boom 80 Tons or Less $ 17.27 Crane Operator, Lattice Boom Over 80 Tons $ 20.52 Crawler Tractor Operator $ 14.07 Electrician $ 19.80 Excavator Operator, 50,000 pounds or less $ 17.19 Excavator Operator, Over 50,000 pounds $ 16.99 Flagger $ 10.06 Form Builder/Setter, Structures $ 13.84 Form Setter, Paving & Curb $ 13.16 Foundation Drill Operator, Crawler Mounted $ 17.99 Foundation Drill Operator, Truck Mounted $ 21.07 Front End Loader Operator, 3 CY or Less $ 13.69 Front End Loader Operator, Over 3 CY $ 14.72 Laborer, Common $ 10.72 Laborer, Utility $ 12.32 Loader/Backhoe Operator $ 15.18 r.. Mechanic $ 17.68 Milling Machine Operator $ 14.32 Motor Grader Operator, Fine Grade $ 17.19 " Motor Grader Operator, Rough $ 16.02 Off Road Hauler $ 12.25 Pavement Marking Machine Operator $ 13.63 '! Pipelayer $ 13.24 Reclaim e r/Pulverizer Operator $ 11.01 Reinforcing Steel Worker $ 16.18 Roller Operator, Asphalt $ 13.08 Roller Operator, Other $ 11.51 Scraper Operator $ 12.96 • Servicer $ 14.58 Small Slipform Machine Operator $ 15.96 Spreader Box Operator $ 14.73 Truck Driver Lowboy -Float $ 16.24 Truck Driver Transit -Mix $ 14.14 Truck Driver, Single Axle $ 12.31 Truck Driver, Single or Tandem Axle Dump Truck $ 12.62 Truck Driver, Tandem Axle Tractor with Semi Trailer $ 12.86 Welder $ 14.84 _ Work Zone Barricade Servicer $ 11.68 The Davis -Bacon Act prevailing wage rates shown for Heavy and Highway construction projects were determined by the United States Department of Labor and current as of September 2013. The titles and descriptions for the classifications listed are detailed in the AGC of Texas' Standard Job Classifications and Descriptions for Highway, Heavy, Utilities, and Industrial Construction in Texas. Page 1 of 1 ftp GC-6.09 Permits and Utilities THIS PAGE LEFT INTENTIONALLY BLANK CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 UTILITY CUT REPAIR CONTRACT 2 2023 City Project No. UC-02 2023 w GC-6.24 Nondiscrimination THIS PAGE LEFT INTENTIONALLY BLANK MR Imb oft CITY OF FORT WORTH UTILITY CUT REPAIR STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CONTRACT 2 2023 Revised July 1, 2011 City Project No. UC-02 2023 M pe MR i GR-01 60 00 Product Requirements THIS PAGE LEFT INTENTIONALLY BLANK CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 UTILITY CUT REPAIR CONTRACT 2 2023 City Project No. UC-02 2023 W Paving Details D520 — Typical Section Trench Repair — HMAC Pavement D521— Typical Section Trench Repair — Reinforced Concrete Pavement D522 — Typical Section Trench Repair — Brick Surface & Reinforced Concrete Base D525 — Standard Monolithic Curb D530 — Concrete Valley Gutter D534 — Standard Curb and Gutter D546 — Sidewalk Details MW CITY OF FORT WORTH UTILITY CUT REPAIR .a STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CONTRACT 2 2023 Revised July 1, 2011 City Project No. UC-02 2023 i I I I I 1 0 1 1 1 1 1 1 i 1 1 1 1 1 1 NOTES: 1. ADDITIONAL PAVEMENT RESTORATION PER LATEST UTILITY CONSTRUCTION POLICY REQUIREMENTS. 2. FLOWABLE FILL IS REQUIRED TO BACKFILL ALL TRENCHES IN DOWNTOWN STREETS AND OPTIONAL IN OTHER AREAS. BACKFILL PER SECTION 33 05 10. 3. ONLY SINGLE LIFT OF 3" TYPE "D' HMAC REQUIRED FOR RESIDENTIAL STREETS. 4. ALL CONSTRUCTION MUST BE IN ACCORDANCE WITH CITY OF FORT WORTH STANDARD SPECIFICATIONS. NOTE TO DESIGNER: WHERE ASPHALT EXISTS OVER CONCRETE PAVEMENT. THE ENGINEER SHALL PREPARE A PROJECT SPECIFIC DETAIL APPROVED BY T/PW. FULL DEPTH SAWCUT (TYP.) ASPHALT TO BE PLACED IN TWO LIFTS EXISTING TREATED TRENCH REPAIR LIMITS EXISTING SUBGRADE (IF ANY) CONCRETE BASE MATERIAL HMAC PAVEMENT FOR TRENCH REPAIR PER / TACK COAT SECTION 03 34 16 � r%Jl/L: r//r r�rr�r/� �;, .� j�/B' � �(/„�.' ! � `l��r rr�/err' r / /r ri r,i.,,;,��,..•� • ;., ,i'iii t'...;..:'-.;:. _....�..:;.,..,-,:.......,;;;.•,.;� ,,. ,:� ::,.:..�+.; rifirrrrri/4/rr/ ;.,•..,,'•�i::. •: .: .. .._.,.: ;.c::' .,ter/ // rj r/ rr r/ // p 11 :. • `+' ; '+ti+ + PROVIDE DENSITY AND I' +'+'+ +++ +"+`!=+ THICKNESS TESTING ++++++++++++++++++++++++++++ _ PER SECTION 32 12 16 + + + + + + + + + + + + + +++++++++++++++++ PART 3.6 + I UNDISTURBED + + + + + SUBGRADE BACIRILL MATQBAL iRENCN WALL NOTE TO DESIGNER: THIS IS NOT A STAND—ALONE DETAIL. TRENCH DETAILS SHOULD BE ASSEMBLED AS DIRECTED IN "BACKFILL, EMBEDMENT AND SURFACE REPAIR DETAIL ASSEMBLY". https: //apps.fortworthtexas.gov/ProjectResources/ResourcesP/ 02%20-72OConstruction%20 Documents/ Con stru ction%20PIan s/Construction%20 Deta ils/BACKFILL,%20EMBEDMENT%20AND%20SURFACE 720REPAIR%20DETAIL%20ASSEMBLY.pdf +� CITY OF FORT WORTH, TEXAS REVISED: 6-10-22 ASPHALT PAVEMENT TRENCH REPAIR 32 01 17-D520 I I I I I I J I i I I I I 1 I I 1 ■ 1 NOTES: 1. FLOWABLE FILL IS REQUIRED TO BACKFILL ALL TRENCHES IN DOWNTOWN STREETS, AND OPTIONAL IN OTHER AREAS. BACKFILL SHALL MEET STANDARD SPECIFICATION 33 05 10. 2. FOR RESIDENTIAL STREET USE #4 BARS AT 18" O.C.E.W. AND 12" O.C.E.W. FOR ARTERIALS AND INDUSTRIAL STREETS. 3. REINFORCED CONCRETE PAVEMENT SHALL BE REPLACED TO A MINIMUM DEPTH OF 9" FOR RESIDENTIAL STREETS OR 11" FOR ARTERIAL AND INDUSTRIAL STREETS. 4. FOR RESIDENTIAL STREETS, USE #018" PREFORMED BARS, DOWEL AND EPDXYED A MIN 6" INTO EXISTING PAVEMENT AT 18" O.C. (TYP), AND 12" O.C. FOR ARTERIAL AND INDUSTRIAL STREETS. 5. ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH CITY OF FORT WORTH STANDARD SPECIFICATIONS. FULL DEPTH SAWCUT CONSTRUCTION JOINT WITH TRENCH REPAIR LIMITS (TYP') SILICONE JOINT SEALANT JOINTING SHALL MATCH SEE NOTE #4 PER 32 13 13—D518 (TYP.) CLASS 'H' CONCRETE EXISTING LOCATIONS EXISTING EXISTING TREATED PAVING PER SECTION 32 AND TYPES AS CONCRETE SUBGRADE IF ANY 13 13 OR 'HES' IF CLOSELY AS POSSIBLE PAVEMENT ( ) DESIGNATED ON DRAWINGS SEE NOTE #2 / •:,: NOTE TO DESIGNER: .:'y . n, ('%1',/ '%;�►j . %�' Y " ` FOR CONCRETE STREETS < 10 YEARS OLD OR PCI < 85, "X" SILE NOTE 3 �: '''" a. .' ' <'; ..rt:,4•s's'..• , SHALL EXTEND TO END OF _ _ _ -:`�};��;:.-�-�-�";�}:�:,(`�:_�•;�;:.'ri!r.!i/i�rr,!r. PANEL, OTHERWISE "X" SHALL �X-"++++++++++++'+++++r+'++++++++++ 6i—'X� (I I—� I I— BE 12" STRENGTH AND I + + + + + + + + + + + + + THICKNESS TESTING + ++++`++++++++++++' I� UNDISTURBED SHALL BE PERFORMED .f++�+++++�+ . ` SUBGRADE PER SECTION 32 13 13 + + + + + — BACKRL MATERIAL �+� NOTE TO DESIGNER: THIS IS NOT A STAND—ALONE DETAIL. TRENCH DETAILS SHOULD BE ASSEMBLED AS DIRECTED IN "BACKFILL, EMBEDMENT AND SURFACE REPAIR DETAIL ASSEMBLY". https://apps.fortworthtexas.gov/ProjectResources/ResourcesP/ 02%20—%2OConstruction%20 Documents/ Con stru ctionX20PIans/Construction%20 Deta ils/BACKFILL, 720EMBEDMENT%20AND%20SURFACE 720REP AI R%20DETAIL%20ASSEM BLY. pdf q prr+ CITY OF FORT WORTH, TEXAS REVISED: 6-10-22 i�� CONCRETE PAVEMENT TRENCH REPAIR 32 01 29-D521 NOTES: 1. REINFORCED CONCRETE BASE SHALL BE REPLACED TO A MINIMUM DEPTH OF 9" FOR RESIDENTIAL STREETS OR 11' FOR ARTERIAL AND INDUSTRIAL STREETS. 2. CONCRETE SHALL BE CLASS "H" PER CITY OF FORT WORTH STANDARD. 3. FLOWABLE FILL IS REQUIRED TO BACKFILL ALL TRENCHES IN DOWNTOWN STREETS, AND OPTIONAL IN OTHER AREAS. BACKFILL SHALL MEET STANDARD SPECIFICATION 33 05 10. 4. EXISTING BRICK SHALL BE REMOVED CAREFULLY TO AVOID DAMAGE. DAMAGED BRICK IS TO BE REPLACED WITH UNDAMAGED BRICK TO MATCH ADJACENT BRICK. 5. MORTAR BED AND WET MORTAR JOINT FILLER PER SPECIFICATION 32 14 16. G. FOR RESIDENTIAL STREETS, USE #4X18' PREFORMED BARS, DOWELED AND EPDXYED A MIN 6' INTO EXISTING PAVEMENT AT 18' O.C. AND 12" O.C. FOR ARTERIAL AND INDUSTRIAL STREET (TYP). FULL DEPTH SAWCUT (TYP.) #4x18" DEFORMED BARS CONSTRUCTION JOINT WITH TRENCH REPAIR LIMITJ DOWELED AND EPDXYED MIN. SILICONE JOINT SEALANT JOINTING SHALL MATCH 6" INTO EXISTING PAVEMENT EXISTING LOCATIONS ® 18" D.C. (TYP.) PER 32 13 13—D518 (TYP.) AND TYPES AS EXISTING TREATED CLOSELY AS POSSIBLE EXERCISE CARE REMOVING AND IF AN SEE NOTE #6 REPLACING EXISTING BRICK TO SUBGRADE ( � WET MORTAR JOINT AVOID DAMAGE TO EXISTING MORTAR BED PER FILLER PER SECTION BRICK PAVEMENT SECTION 32 14 16 32 14 16 NOTE} •+1; •'. •r!•r/ r/v/v/, .:'i.. :. ��r:: :, :;Y: 'i';r. �r: �l •��I;l. ��.�f. rf. STRENGTH AND I' I + + + + + + + + + + + + + + + + + + + + + + + + ++ + — THICKNESS + + + + + + + + + + TESTING SHALL BE + + + + + + . + UNDISTURBED PERFORMED PER + + + + + — / SUBGRADE BAtlffILL NA7ERIAL SECTION 32 13 13 + + + + + u� 'RWAU NOTE TO DESIGNER: THIS IS NOT A STAND—ALONE DETAIL. TRENCH DETAILS SHOULD BE ASSEMBLED AS DIRECTED IN "BACKFILL, EMBEDMENT AND SURFACE REPAIR DETAIL ASSEMBLY". https://apps.fortworthtexas.gov/ProjectResources/ResourcesP/ 02%20-72OConstruction%20 Documents/ Construction%20PIons/Construction%20 Detail s/BACKFILL, %20EMBEDMENT%20AND%20SURFACE %20REPAIR%20DETAIL%20ASSEMBLY.pdf •I+�+ CITY OF FORT WORTH, TEXAS REVISED: 6-10-22 BRICK PAVEMENT TRENCH REPAIR 32 14 16-D522 NOTES TO DESIGNER: 1. FILL IN BLANKS AND/ OR VERIFY ALL TEXT IN BLUE. 2. SPECIFY CURB HEIGHT TO MATCH EXISTING CONDITION. SEE NOTE 1 6" TAMPED TOPSOIL PER SECTION ' 32 91 19 PROPOSED PAVEMENT PER TYPICAL ROADWAY SECTION s � OR PAVEMENT REPAIR DETAIL GRADE PER UUz 3* • —III—I I i—) I I �F at .'�.:• I R TYP SECTION ^ r f oar el Ai COMPACTED ACCEPTABLE r ,�' •;• '' • 2'/ rf rrf NATIVE BACKFILL PER 0: SECTION 31 24 OD �M— ITI I =) I I—) 71- �; :.. • 9•—I MINIMUM EXCAVATION I I ( I I=1=I I I=i LI—I I( —I I (TI I I —I I( J I J-1 i--III-_ OUTLINE FOR STREET I—i I —I i Ii I I-111=1 III=1 CONSTRUCTION PROPOSED STEEL PER —y TYPICAL ROADWAY SECTION PROPOSED SUBGRADE PER TYPICAL ROADWAY 12" SECTION OR PAVEMENT REPAIR DETAIL NOTES: 1. CITY APPROVAL REQUIRED FOR USE OF CURB MULE WITH DIMENSIONS THAT VARY FROM DETAIL. 2. MATCH STREET SAWED JOINTS FOR SAWED JOINTS IN CURB. FoRI 1��R•Z+H I CITY OF FORT WORTH, TEXAS REVISED: 08-31-2012 STANDARD MONOLITHIC CURB 32 13 13-D525 NOTES TO DESIGNER: 1. DETAIL DEFINES PAY LIMITS OF HMAC TRANSITION SUBSIDIARY TO THE CONCRETE VALLEY GUTTER CONSTRUCTION. / 24- HMAC ki32 TRANSITIONEXPANSION PER SECTIONNJOINTS A 32 12 16 PER32 13 13-D513513 Al �\\�\.\�\ \\\\\\\\ \ I pw 9- HMAC SEE NOTE 4 TRANSITION PER SECTION 32 12 16 INTERSECTING VALLEY din PLAN VIEW f9"-SEE fg^� SEE NOTE 4 #4 BARS ® 1- MAX OR AS DIRECTED BY NOTE 4 18" O.C.B.K THE ENGINEER i COMPACTED I - 91-0- MIN. w SUBGRADE (RESIDENTIAL STREETS) (SEE NOTE 2) SECTION A -A NOTES: 1. THE 7" REINFORCED CONCRETE VALLEY SHALL REPLACE THE TOP 7" OF THE PAVEMENT WITH THE REMAINING - i PORTION OF PAVEMENT TO BE CONSTRUCTED INCLUDING SUBGRADE TREATMENT, IN ACCORDANCE WITH THE TYPICAL PAVING SECTION. 2. 6- FLEX BASE, TYPE A, GR-1 OR MATCH THE PREPARED SUBGRADE REQUIREMENTS FOR THE PAVEMENT SECTION. TYPE D OR TYPE B ASPHALT OR PREPARED SUBGRADE MAY BE USED. 3. PAY LIMITS FROM EXPANSION JOINT TO EXPANSION JOINT. 4. 9- AND 24" HMAC TRANSITION SUBSIDIARY TO CONCRETE VALLEY GUTTER. CITY MAY APPROVE ADDITIONAL HMAC TRANSITION BEYOND THESE LIMTS UNDER SEPARATE PAY ITEM FOR HMAC TRANSITION PER SECTION 32 12 16. 5. GUTTER TO BE SHAPED TO CONFORM WITH CONCRETE VALLEY (OR PAVEMENT). CITY OF FORT WORTH, TEXAS REVISED: 08-31-2012 FORT WORTH CONCRETE VALLEY GUTTER 32 16 13-D530 NOTES TO DESIGNER: NGTE 1. FULL N SLANNS AND/ OR VERIFY ALL TEXT N BLUE 1, MINIMUM WIDTH IS Y-0', MATCH EODSIINO M1DTH UP TO Y-B• 2. SET GRADES TO CONVEY STORMWATER WITHIN R.O.W. OR EASEMENTS 2. BASE COURSE TO BE CTB TYPE A OR B BASE MATERIAL (CEMENT CONTENT M MATCH ROL OPERATIONS OR TYPE A FTDOTASE 3. REVISE DETAL AS NECESSARY TO MATCH ACTUAL ROADWAY DESIGN. 3. BASE MATERIAL UNDER CURB ! GU AND BEANO BACK OF CURS TO BE SUBSNARY TO CURB ! GUTTER PAY ITEM. {. YOgfY OETAL TO MEET SPECIFIC CONDI710N5. SEE NOTE I 2� INSTALL 9• WIDE_ TEMPORARY ASPHALT) 1�• - TRANSIT1 UNTIL 1�• - POL/TIECXNSIRUCTION 14Y.' a'— TAMPED TOPSOIL (SUBSIDIARY TO CUO ! 1 �Y' — B` TAMPED TOPSOIL PER SECTION DMQ) PER SECTION PAAVIING PER TYPICAL SED ASPHALTIf' 32 91 19 DEAL WITH R 32 91 19 SECTION M"NG PAVIDAETR TO JOINT ILLER $ RECEIVE POL/TIECOEIST f • \\\ \ T { 'f �� '!�A9h AvEMENT pr ty rJ//JI J�IJJ!//J!!JJ ACCEPTABLE 11PAC1E11 / Y / :�/ A't _ 5'' J/i!!r/JiJIiJJi!/rJ COMPACTED ACCEPTABLE C0 NATIVE BACNFlLL PER MATCH - SECTION • n. �• .,E-L•'••w,' , JJ /! // /J!/JfJ NATIVE BACNFlLL PER Q 0 e p �o ` 0 0 o ]t 24 00 CONCRETE e Q S o o O o SECTION 31 24 00 EXCAVATIONGUTTER MINIMUM RCXMESS E1I � I � I II OUTLINEMCSTREET NMEMSFOR X� ITNG SIBCRA� CA H BARS N BARS CONI STALZED SUBOR PER PAVING TYPICAL SECTION t- B' 1'-31 r 12•—� _ r _ OR S" DAM COURSE. F B' 1'-r 1Y OR B' BASI: COURSE. NEW CONSTRUCTION EXISTING STREET —ADJACENT TO PAVEMENT IMPROVEMENTS M07- 1. MINIMUM WIDTH IS 7-O'. MATCH EXISTING WIDTH UP TO 2'-B' 2. BASE MATERIAL UNDER CURB ! GUTTER AND BEHIND RACK OF MITEL 1 ASPHALT TRANSITION TO BE P AS GUTTER SEPARATE A9tl ITEM. 1. 200 LF MAXIMUM SPACING BETWEEN CURB AND GUTTER EXPANSION JOINTS SEE NOTE 1 2{ MIN. 7-0' EXPANSION JOINT. REDWOOD (PER 32 t/r 21V SMOG 13 13-D513) JOINT SEALANT 70 BE DOWEL = IN GUTTER AREA ONLY (NOT N 2r MN. HMAC i�• CURB AREA) TRANSITION 1 may. 8' ` TAPPED TOPSOIL TIP OF CURB -\ P-T .Q. PER SECRON 1Y-MIN. rSEAL WITH 'TE 32 91 19 CLEARANCEL + FJDSIINC PAVEMENT TD JOINT FULLER TOP Q PAVEMENT RECEIVE POL/TECONST T MIN1 E• CURBr T ' Y o COMPACTED ACCEPTABLE PROPOSED Q 0 ♦ o // NATIVE BACKFLL PEA SIOCGOE Q 0 SECTION 31 24 00 PER PRDIgSED 17 DOLEL AL CAP lD FlT ROADWAY II 3 (I�I�r / c /� yTDDR RAND BE SECTION / I I _ I I — P OUTLINE FaR MINIMU STREET PER TTPK;AL J �T ROADWAY BM R� I—.7 I CONSTRUCTION SECTION EIDSTIMG SUB(RADE - /{ BARS CURB AND GUTTER EXPANSION JOINT r 12 B• DAME COURSE EXISTING STRFFT Rrp CITY OF FORT WORTH, TEXAS REVISED: 03-10-2022 STANDARD CURB AND GUTTER 32 16 13-D534 I Il 1 1 I 1 1 Il i 1 1 i 1 1 i 1 t 1 1 a REDWOOD BOARD FULL EPTH OF SIDE K /.T BARS O IS' O.C.&W. THIS HALF of DOWEL TO BE COATED WITH ASPHALT OR GREASE SHOULD BE ADDED. II I 1\_'/2--24" sUPCAPBAR O24' v MH ROUND BAR O.C..G MAIMUM EXPANSION JOINT DETAII., r MK g1Re-\ 3- SIDEw u� SI.oPe �+ S • � iII�I �iII�II j3 BARS O 18' COMPACTED D.GB.W. SUBGRADE TO BOX DENSITY 0 12' LONG BAR 24' D.C. SECTION VIEW SIDEWALK ADJACENT TO CURB 5' MIN. 3+ SID£WAL2XMAX K CROSS SLOPE IIE�ik=ii�til - �II i�ifk�li JS BARS O 1B' COMPACTED b C.B.W. SUBMADE TO BOX DENSITY SECTION VIEW SIDEWALK DOWEL EXPANSION JOINT KITH RWOOD BOARD. MAXIMUM EXPANSION JOINT +ACING 9ULL BE 10 . WIDTH OF SIEDDEWALL TOOL GROOVE OR SAW (SEE EXPANSION JOINT DETAIL) CUT (NOT SEALED). I W W I W I DEh EP I NOTE n 1. W-SIDEWALK WIDTH S' MIN. AND 8' IF SIDEWALK /3 BARB O 1B' O.C.B.W. IS ADJACENT TO CURB. OR GREATLR AS INDICATED ON THE PLANS PLAN REINFORCED CONCRETE SIDEWALK PAY LIMITS - SIDEWALK (-B S' MIN 8- 3/4' CHAMFER -�_12' /4 BAR O 12' O.G� y+/4 BAR O 24' O.C. ,�_2+ CLEAR TYP -TEXTILE FABRIC WEEN DRAINCK AND 2' SCH. 40 PVCJACENT SOIL TOOLED CONST. WEEP HOLES OJOINT 10'-0' O.GE DRAINING AGGREGATE NTINUOUS LENGTH CURB SIDEWALKCROSS S'� RETAINING WALL 2><MAK I NIW E� !N _��LL /3 OIIr�,O.C.� I 12+ COMPACTED SUBGRADE TO 12- LONG /4 BAR 4� 90% DENSITY B' •1'-8' 8- MIN. O 24" D.C. - - - - - - MATCH - CURB HEIGHT SECTION VIEW SIDEWALK ADJACENT Tn RIIRR WITW RETAINING WALL NOTES: 1. SIDEWALK PAID PER SQUARE FOOTAGE OF WALKWAY. 2. RETAINING WALL PAID PER SQUARE FOOTAGE OF WALL FACE. 3. THICKENED EDGE UNDER SIDEWALK AND RETAINING WALL IS SUBSIDIARY TO SIDEWALK AND WALL, RESPECTIVELY. �•� CITY OF FORT WORTH, TEXAS REVISED: 6-10-22 i SIDEWALK DETAILS (SHEET 1 OF 2) 32 13 20-D546 I 1 1 If I Il 1 I Il 1 I 1 1 1 1 1 1 1 a PAY LIMITS - SIDEWALK TAMPED TOPSOIL 5' MIN. I 6' REINFORCEMENT AS SHOWN - IN BELOW SECTION SIDEWALK CROSS SLOPE 3' I _ 2% MAX. I 2' CLEAR TYP. m III�IHI�IiI 1 1 } IIF-9IF__-IIFl:II a 9` jj3 BARS ®18' COMPACTED O.C.B.W. SUBGRADE TO 9OX DENSITY SECTION VIEW SIDEWALK WITH MONOLITHIC CURB WALL PAY LIMITS - SIDEWALK TAMPED - TOPSOIL _ 8' MIN. I 8, f . #3 BAR ® 18' O.C. - /3 BAR z a CURB 3-SIDEWALK CROSS SLOPE I Fc 2X MAX. 2' CLLEAR TYP. io A —A I F-I 11—I I FE } �21' #3 BARS ® COMPACTED J 12` O.C.B.W. SUBGRADE TO 12' LONG #4 -MATCH 9OX DENSITY BAR ® 24' O.C. CURB HOGHT SECTION VIEW SIDEWALK ADJACENT TO CURB WITH MONOLITHIC CURB WALL NOTES: 1. SIDEWALK AND CURB WALL TO BE PAID WITH SEPARATE BID ITEMS: SIDEWALK - SQUARE FOOT CURBWALL - LINEAR FOOT 2. FOR CONTINUOUS WALL LENGTH THAT TRANSITIONS TO MORE THAN 12" HEIGHT, USE RETAINING WALL DETAIL FOR ENTIRE LENGTH. T CITY OF FORT WORTH, TEXAS REVISED: 6-10-22 l e SIDEWALK DETAILS (SHEET 2 OF 2) 32 13 20-D546 WO# 66 WATER DEPARTMENT REQUISITION FOR HYDRO -VAC SERVICES DATE: 12/16/2022 TO: Kevin Wheeler, Division Manager, AIMS Companies Ricky Green, Project Supervisor, AIMS Companies FROM: Brenda Oropeza, Project Manager, City of Fort Worth Water Department PROJECT TITLE: HYDRO -VAC EXCAVATION SERVICES CITY PROJECT NO.: ITB No. 20-0167 CITY SECRETARY No. 55019-R2 DESCRIPTION: Hydro -Vac to expose water lines Backfill Needed REQUESTED DATE: 12/23/2022 REQUESTED TIME: 9:00 AM LOCATION: 525 Bailey Ave (Please see attached) Fort Worth, Texas 76107 REQUESTED BY: Angel Sanchez @ (817) 938-8832 ON -SITE CONTACT: Omar Cereceres @ (817) 609-1280 APPROVED BY: INVOICE # DATE: WO# 63 WATER DEPARTMENT REQUISITION FOR HYDRO -VAC SERVICES DATE: 12/16/2022 TO: Kevin Wheeler, Division Manager, AIMS Companies Ricky Green, Project Supervisor, AIMS Companies FROM: Brenda Oropeza, Project Manager, City of Fort Worth Water Department PROJECT TITLE: HYDRO -VAC EXCAVATION SERVICES CITY PROJECT NO.:. ITB No. 20-0167 CITY SECRETARY No. 55019-R2 DESCRIPTION: Hydro -Vac to expose water lines Backfill Needed REQUESTED DATE: 12/20/2022 REQUESTED TIME: 9:00 AM LOCATION: 3200 Hamilton Avenue & Bailey Avenue (Please see attached) Fort Worth, Texas 76102 REQUESTED BY: Angel Sanchez @ (817) 938-8832 ON -SITE CONTACT: Omar Cereceres @ (817) 609-1280 APPROVED BY: INVOICE # DATE: