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Contract 51536
j --y o-t-RUTALRY FORTWORTH CONTRACT ACT FOR THE CCT "TRUCTIGN OF urILITY C UT REPAIR CONTIZ CT 2018 City PrRicul No. U(701-2018 Betsy Price Davkl Cooke h+T car Cit.} Manager 'Iris Vardar Nater Diraelor ' Prepared for The City of Fort Worth 2018 �,� e I J . . I�. h,',�!'� . ... P,1 OFMAL RECORD VTV SECRETARY WORTH, TX i CITY OFF4 FOR WOR TUI TEA S WA TEJ? .DEPA-RMEN I UTILITY CUI}REPAIR CO TRACT 201 S i City!'eoject No. UC-01 2018 CHRIS HARDER,P.E. DIRECTOR WATER DEPA RTMFAIT i APP OfTD LVIACI �,. FYI'RISKAADER,P.E.,DIRECTOR, IMTF.R ACRAR TMENT A PPR 0 VE,D lo r TONYSHOL&LA RE,, ENGINEERING hid NAG'LR, )PATER DEFAIt HENT RECOMENDEl i � FORTWORTH, I I i City of fort Worth Standard Construction Specification Documents i I k Adopted September 2011 0000 00-1 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Page 1 or 4 SECTION 00 00 00 TABLE OF CONTENTS Division 00- General Conditions 00 05 10 Mayor and Council Communication 00 05 15 Addenda 00 11 13 Invitation to Bidders 0021 13 Instructions to Bidders 00 35 13 Conflict of Interest Affidavit 00 41 00 Bid Form 00 42 43 Proposal Form Unit Price 0043 13 Bid Bond 00 43 37 Vendor Compliance to State Law Nonresident Bidder 0045 11 Bidders Prequalifications 0045 12 Prequalification Statement 00 45 13 Bidder Prequalification Application 00 45 26 Contractor Compliance with Workers'Compensation Law 00 45 40 Minority Business Enterprise Goal 00 52 43 Agreement 0061 13 Performance Bond 0061 14 Payment Bond 0061 19 Maintenance Bond 00 61 25 Certificate of Insurance 00 72 00 General Conditions 00 73 00 Supplementary Conditions Division 01 - General Requirements 01 1100 Summary of Work 01 25 00 Substitution Procedures 01 31 19 Preconstruction Meeting 01 31 20 Project Meetings 01 3216 Construction Progress Schedule 01 3233 Preconstruction Video 01 3300 Submittals 01 35 13 Special Project Procedures 014523 Testing and Inspection Services 01 50 00 Temporary Facilities and Controls 01 55 26 Street Use Permit and Modifications to Traffic Control O t 57 13 Storm Water Pollution Prevention Plan 01 58 13 Temporary Project Signage 01 60 00 Product Requirements 01 66 00 Product Storage and Handling Requirements 01 70 00 Mobilization and Remobilization 017123 Construction Staking and Survey 01 74 23 Cleaning 0177 19 Closeout Requirements 01 78 23 Operation and Maintenance Data 01 78 39 Project Record Documents CITY OF FORT WORTH UTILITY CUT REPAIR STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CONTRACT 2018 Revised February 2,2016 Project No.UC-01 2018 f 000000-2 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 Division 02- Existing Conditions 02 41 14 Utility Removal/Abandonment Division 03- Concrete 0334 16 Concrete Base Material for Trench Repair 03 80 00 Modifications to Existing Concrete Structures Division 32- Exterior Improvements 32 11 29 Lime Treated Base Courses 32 11 33 Cement Treated Base Courses 32 12 16 Asphalt Paving 3213 13 Concrete Paving 3291 19 Topsoil Placement and Finishing of Parkways 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 Buzzsaw site at: t ss://pror jectpoiiit.buzzsaw.coiii/clientlfortworthgov/Resources/02%20- %20Coiistruction%2ODocuments/S ecifications Division 02- Existing Conditions 0241 15 Paving Removal Division 03- Concrete 03 30 00 Cast-In-Place Concrete 03 34 13 Controlled Low Strength Material (CLSM) Division 31 - Earthwork 31 37 00 Riprap Division 32-Exterior Improvements 32 11. 23 Flexible Base Courses 32 13 20 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 32 32 13 Cast-in-Place Concrete Retaining Walls i Division 33- Utilities 3305 10 Utility Trench Excavation,Embedment, and Backfill ` 3305 13 Frame, Cover and Grade Rings 3305 16 Concrete Water Vaults 33 05 17 Concrete Collars CITY OF FORT WORTH UTILITY CUT REPAIR STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CONTRACT 2018 Revised February 2,2016 Project No.UC-01 2018 000000-3 STANDARD CONSTRUCTION SPECIFICATION DOCUMUNTS Page 3 of 4 33 49 10 Cast-in-Place Manholes and Junction Boxes 33 49 20 Curb and Drop Inlets 33 49 40 Storm Drainage Headwalls and Wingwalls Division 34- Transportation 3471 13 Traffic Control Appendix GC-6.06.D Minority and Women Owned Business Enterprise Compliance GC-6.07 Wage Rates DETAILS Paving Details END OF SECTION CITY OF FORT WORTH UTI L1TY CUT REPAIR STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CONTRACT 2018 Revised February 2,2016 Project No.UC-01 2018 111612018 M&C Review e Official site of the City of Fort worth,Texas CITY C1-jr4CTL Ac-E1YDA TORT ORTH COUNCIL ACTION: Approved on 111612018 DATE: 11/612018 REFERENCE NO.: **C-28921 LOG NAME: 606OUC012018-WESTHILL CODE: C TYPE: CONSENT PUBLIC HEARING: NO SUBJECT. Authorize Execution of a Construction Contract with Westhill Construction, Inc., in the Amount of$800,000.00, for Utility Cut Repair Contract 2018 at Various Locations i Throughout the City (ALL COUNCIL DISTRICTS) I RECOMMENDATION: It is recommended that the City Council Authorize execution of a contract with Westhill Construction, Inc., in the amount of$800,000.00, for Utility Cut Repair Contract 2018 and authorize up to three 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 street repairs. This contract is necessary to maintain a reasonable repair schedule, minimize disruption to the public and ensure the street repairs do not adversely impact the life of the remaining street. The project was advertised for bid on September 13, 2018 and September 20, 2018 in the Fort Worth Star-Telegram and on October 11, 2018, the following bids were received. BidderAmount Time of Completion Westhill Construction, Inc. $1,674,395.00 365 Calendar Days Staff has reviewed the bid and proposed unit prices and considers them to be fair and reasonable. The bid documents included a stipulation that the total quantities listed may not reflect actual quantities and that the amount budgeted for the projects is $800,000.00. Payments will be made based on actual measured quantities. The bid documents also included a stipulation giving the City the option to renew this contract (subject to appropriated funding) up to three times under the same terms, conditions and unit prices. M/WBE OFFICE: Westhill Construction, Inc, is in compliance with the City's BIDE Ordinance by committing to nine percent MBE participation on this project. The City's MBE goal on this project is eight percent. This project is located in ALL COUNCIL DISTRICTS. FISCAL INFORMATIONICERTIFICATION: The Director of Finance certifies that funds are available in the current operating budget, as appropriated, in the Fiscal Year 2019 operating budget of the Water and Sewer Fund. Prior to an expenditure being made, the department has the responsibility to validate the availability of funds. Future year appropriations are 1 subject to Mayor and Council approval. TO Fuad Department Account Project Program Acfiivity Budget Reference# Amount ID ID Year (Chartfield 2) FROM __.... .._.... - --- - httpJlapps.cfwnet.org/council_packetirnc review.asp?I❑=26485&c-ouacildate=11/6/2018 112 3 111&120 t$ M&C Review Fund Department Account Project Program Activity Budget Reference# Amount -ID Yea Ghar-ffield i Submitted for City Manager's Office by_ Jay Chapa (5804) Originating Department Head: Chris Harder (5020) Additional Information Contact: J. Chris Underwood (2629) i ATTACHMENTS 60UC012018-WESTHI,LL 1295.pdf I I i f f http://apps.cfwnet.org/counci l_packet/me—review.asp?I D=26485&cou ncildate�11/6/2018 212 i t 000510-1 MAYOR AND COUNCIL COMMUNICATION(M&C) i Page 1 of I i 1 SECTION 00 05 10 I 2 MAYOR AND COUNCIL COMMUNICATION(M&C) 3 4 I 5 i 6 7 8 i 9 10 11 12 13 I 14 15 16 17 18 19 20 21 22 k 23 END OF SECTION i CITY OF FORT WORTH UTILITY CUT REPAIR STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CONTRACT 2018 Revised July 1,2011 City Project No.UC-01 2018 I i 000515-1 ADDENDA Page 1 of 1 1 SECTION 00 0515 2 ADDENDA 3 4 ' 5 6 7 8 9 10 ' 11 12 13 14 15 16 17 18 19 20 21 22 23 END OF SECTION i CITY OF FORT WORTH UTILITY CUT REPAIR STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CONTRACT 2018 Revised July 1,2011 City Project No.UC-01 2018 00 11 13-1 INVITATION TO BIDDERS Page 1 of 2 i 1 SECTION 00 11 13 2 INVITATION TO BIDDERS 3 RECEIPT OF BIDS 4 Sealed bids for the construction of UTILITY CUT REPAIR CONTRACT 2018,Project No. 5 UC-012018 will be received by the City of Fort Worth Purchasing Office: 6 7 City of Fort Worth 8 Purchasing Division 9 1000 Throckmorton Street 10 Fort Worth,Texas 76102 11 until 1:30 P.M. CST,Thursday,October 11,2018, and bids will be opened publicly and read 12 aloud at 2:00 PM CST in the Council Chambers. 13 14 GENERAL DESCRIPTION OF WORK 15 The major work will consist of the(approximate) following: 16 17 UNIT I—CUTS LESS THAN 200 SQUARE FEET 18 UNIT II—CUTS GREATER THAN 200 BUT LESS THAN 1,000 SQUARE FEET 19 UNIT III—CUTS GREATER THAN 1,000 SQUARE FEET 20 UNIT IV—ALL CUTS ASPHALT WITHOUT BASE REGARDLESS OF SIZE 21 UNIT V—ADDITIONAL ITEMS REQUIRED OTHER THAN PAVING 22 23 PREQUALIFICATION 24 The improvements included in this project must be performed by a contractor who is pre- 25 qualified by the City at the time of bid opening.The procedures for qualification and pre- 26 qualification are outlined in the Section 00 21 13—INSTRUCTIONS TO BIDDERS. 27 28 DOCUMENT EXAMINATION AND PROCUREMENTS 29 The Bidding and Contract Documents may be examined or obtained on-line by visiting the City 30 of Fort Worth's Purchasing Division website at htto://www.fortworthtexas.goy/purchasin��/and 31 clicking on the Buzzsaw link to the advertised project folders on the City's Buzzsaw site.The 32 Contract Documents may be downloaded,viewed,and printed by interested contractors and/or 33 suppliers. The contractor is required to fill out and notarize the Certificate of Interested 34 Parties Form 1295 and the form must be submitted to the Project Manager before the 35 contract will be presented to the City Council.The form can be obtained at 36 https://www.ethics.stitte.tx.us/teeil 295-Info.1i Im . 37 38 Copies of the Bidding and Contract Documents may be purchased from J. Chris Underwood in 39 the office of the Water Department, Design Services, 927 Taylor St.,Fort Worth,Texas,76102 40 41 The cost of Bidding and Contract Documents is: No Cost 42 43 NOTICES 44 Total quantities given in the bid proposal may not reflect actual quantities;however,they are 45 given for the purpose of bidding and awarding the contract. A contract in the amount of 46 $800,000.00 shall be awarded with final payment based on actual measured quantities and the 47 unit price bid in this proposal. Moreover,there is to be no limit on the variation between the 48 estimated quantities shown and actual quantities performed. 49 CITY OF FORT WORTH UTILITY CUT REPAIR STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CONTRACT 2018 Revised December 22,2016 City Project No.UC-01 2018 t I 001113-2 INVITATION TO BIDDERS Page 2 of 2 1 It is understood and agreed that the scope of work contemplated in this contract is that which is 2 designated by the City but will in no case exceed$800,000.00 3 The City has the right to renew this contract for three(3) one year term/expenditures of 4 $800,000.00 under the same terms, conditions and unit prices.The City shall give at least sixty 5 (60)days' notice prior to the expiration of one year from the date of execution of this contract or 6 of an option period or a like notice at such time as there is less than $20,000.00 left unexpended. 7 8 The contractor shall be aware that it is the City's intention that the quantities in Unit I be used on 9 an"emergency"basis only. 10 11 CITY'S RIGHT TO ACCEPT OR REJECT SIDS 12 City reserves the right to waive irregularities and to accept or reject bids. 13 14 INQUIRIES 15 All inquiries relative to this procurement should be addressed to the following: 16 Attn: J. Chris Underwood, City of Fort Worth 17 Email: john.underwood@fortworthtexas.gov 18 Phone: (817)392-2629 19 AND/OR 20 Attn: Lawrence Hamilton, P.E.,City of Fort Worth 21 Email: lawrence.hamiltonCCfortworthtexas.gov 22 Phone: (817) 392-2626 23 24 ADVERTISEMENT DATES 25 September 13,2018 26 September 20,2018 27 28 END OF SECTION CITY OF FORT WORTH UTILITY CUT REPAIR STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CONTRACT 2018 Revised December 22,2016 City Project No.UC-01 2018 i 002113-1 INSTRUCTIONS TO BIDDERS Page I of 9 f 1 SECTION 00 2113 2 INSTRUCTIONS TO BIDDERS 3 1. Defined Terms 4 5 1.1.Terms used in these INSTRUCTIONS TO BIDDERS,which are defined in Section 00 72 6 00 -GENERAL CONDITIONS. 7 8 1.2.Certain additional terms used in these INSTRUCTIONS TO BIDDERS have the 9 meanings indicated below which are applicable to both the singular and plural thereof. 10 11 1.2.1. Bidder: Any person,firm,partnership,company, association, or corporation acting j 12 directly through a duly authorized representative, submitting a bid for performing 13 the work contemplated under the Contract Documents. 14 15 1.2.2. Nonresident Bidder: Any person,firm,partnership,company, association, or 16 corporation acting directly through a duly authorized representative, submitting a 17 bid for performing the work contemplated under the Contract Documents whose 18 principal place of business is not in the State of Texas. 19 20 1.2.3. Successful Bidder: The lowest responsible and responsive Bidder to whom City 21 (on the basis of City's evaluation as hereinafter provided) makes an award. 22 23 2. Copies of Bidding Documents 24 25 2.1.Neither City nor Engineer shall assume any responsibility for errors or misinterpretations 26 resulting from the Bidders use of incomplete sets of Bidding Documents. 27 28 2.2.City and Engineer in making copies of Bidding Documents available do so only for the 29 purpose of obtaining Bids for the Work and do not authorize or confer a license or grant 30 for any other use. 31 32 3. Prequalification of Bidders (Prime Contractors and Subcontractors) 33 34 3.1.All Bidders and their subcontractors are required to be prequalified for the work types 35 requiring prequalification at the time of bidding. Bids received from contractors who are 36 not prequalified (even if inadvertently opened) shall not be considered. Prequalification 37 requirement work types and documentation are as follows: 38 39 3.1.1. Paving—Requirements document located at; 40 httpsflIji-oiectl)oint.buzzsaw.com/fortwortlt ov/Resourcesl02°/`20- �. 41 %20Construction%o2ODocu:mentsfCo.ntractor%201-lrect alificatioii/TPW%2OPaving 42 %20Contractor%2OPrequalification%2OPro€;ram/PRE()C ALIFICATION%a20REQ 43 UIREMENTS%20FOR%20PAVING%2000NTRA.CTORS.PIllF? ublic � 44 -- 45 i 46 I CITY OF FORT WORTH UTILITY CUT REPAIR STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CONTRACT 2018 Revised August 21,2015 City Project No.UC-01 2018 0021 13-2 INSTRUCTIONS TO BIDDERS Page 2 of 9 1 3.2.Each Bidder unless currently prequalified,must be prepared to submit to City within 2 seven(7)calendar days prior to Bid opening, the documentation identified in Section 00 3 45 11,BIDDERS PREQUALIFICATIONS. 4 5 3.2.1. Submission of and/or questions related to prequalifi cati on should be addressed to 6 the City contact as provided in Paragraph 6.1. 7 8 3.3.The City reserves the right to require any pre-qualified contractor who is the apparent low 9 bidder(s)for a project to submit such additional information as the City, in its sole 10 discretion may require,including but not limited to manpower and equipment records, 11 information about key personnel to be assigned to the project,and construction schedule, 12 to assist the City in evaluating and assessing the ability of the apparent low bidder(s)to 13 deliver a quality product and successfully complete projects for the amount bid within 14 the stipulated time frame. Based upon the City's assessment of the submitted 15 information, a recommendation regarding the award of a contract will be made to the 16 City Council. Failure to submit the additional information,if requested, may be grounds 17 for rejecting the apparent low bidder as non-responsive. Affected contractors will be 18 notified in writing of a recommendation to the City Council. 19 20 3.4.In addition to prequalification, additional requirements for qualification may be required 21 within various sections of the Contract Documents. 22 23 4. Examination of Bidding and Contract Documents,Other Related Data,and Site 24 25 4.1.Before submitting a Bid, each Bidder shall: 26 27 4.1.1. Examine and carefully study the Contract Documents and other related data 28 identified in the Bidding Documents (including "technical data" referred to in 29 Paragraph 4.2. below). No information given by City or any representative of the 30 City other than that contained in the Contract Documents and officially 31 promulgated addenda thereto, shall be binding upon the City. 32 33 4.1.2. Visit the site to become familiar with and satisfy Bidder as to the general, local and 34 site conditions that may affect cost,progress,performance or furnishing of the 35 Work. 36 37 4.1.3. Consider federal, state and local Laws and Regulations that may affect cost, 38 progress,performance or furnishing of the Work. 39 40 4.1.4. Not Used 41 42 4.1.5. Study all: (i)reports of explorations and tests of subsurface conditions at or 43 contiguous to the Site and all drawings of physical conditions relating to existing 44 surface or subsurface structures at the Site(except Underground Facilities)that 45 have been identified in the Contract Documents as containing reliable "technical 46 data" and(ii)reports and drawings of Hazardous Environmental Conditions, if any, 47 at the Site that have been identified in the Contract Documents as containing 48 reliable "technical data." 49 CITY OF FORT WORTH U"LITY CUT REPAIR STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CONTRACT 2018 Revised August 21,2015 City Project No.UC401 2018 0021 13-3 INSTRUCTIONS TO BIDDERS Page 3 of 9 1 4.1.6. Be advised that the Contract Documents on file with the City shall constitute all of 2 the information which the City will furnish. All additional information and data 3 which the City will supply after promulgation of the formal Contract Documents 4 shall be issued in the form of written addenda and shall become part of the Contract 5 Documents just as though such addenda were actually written into the original 6 Contract Documents. No information given by the City other than that contained in 7 the Contract Documents and officially promulgated addenda thereto, shall be 8 binding upon the City. 9 t0 4.1.7. Perform independent research, investigations,tests,borings, and such other means 11 as may be necessary to gain a complete knowledge of the conditions which will be 1.2 encountered during the construction of the project. On request,City may provide 13 each Bidder access to the site to conduct such examinations, investigations, 14 explorations,tests and studies as each Bidder deems necessary for submission of a 15 Bid. Bidder must fill all holes and clean up and restore the site to its former i 16 conditions upon completion of such explorations,investigations, tests and studies. G 17 18 4.1.8. Determine the difficulties of the Work and all attending circumstances affecting the 19 cost of doing the Work, time required for its completion, and obtain all information 20 required to make a proposal. Bidders shall rely exclusively and solely upon their 21 own estimates,investigation,research,tests,explorations, and other data which are 22 necessary for full and complete information upon which the proposal is to be based. 23 It is understood that the submission of a proposal is prima-facie evidence that the 24 Bidder has made the investigation, examinations and tests herein required. CIaims 25 for additional compensation due to variations between conditions actually 26 encountered in construction and as indicated in the Contract Documents will not be 27 allowed. 28 29 4.1.9. Promptly notify City of all conflicts,errors, ambiguities or discrepancies in or 30 between the Contract Documents and such other related documents.The Contractor 31 shall not take advantage of any gross error or omission in the Contract Documents, 32 and the City shall be permitted to make such corrections or interpretations as may 33 be deemed necessary for fulfillment of the intent of the Contract Documents. 34 35 4.2. Reference is made to Section 00 73 00—Supplementary Conditions for identification of: 36 37 4.2.1. those reports of explorations and tests of subsurface conditions at or contiguous to 38 the site which have been utilized by City in preparation of the Contract Documents. 39 The logs of Soil Borings,if any, on the plans are for general information only. 40 Neither the City nor the Engineer guarantee that the data shown is representative of 41 conditions which actually exist. 42 43 4.2.2, those drawings of physical conditions in or relating to existing surface and 44 subsurface structures (except Underground Facilities)which are at or contiguous to 45 the site that have been utilized by City in preparation of the Contract Documents. 46 CrI'Y OF FORT WORTH UTILITY CUT REPAIR STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CONTRACT 2018 Revised August 21,2015 City Project No.UC-01 2018 0021 13-4 INSTRUCTIONS TO BIDDERS Page 4 of 9 1 4.2.3. copies of such reports and drawings will be made available by City to any Bidder 2 on request. Those reports and drawings may not be part of the Contract 3 Documents,but the "technical data" contained therein upon which Bidder is entitled 4 to rely as provided in Paragraph 4.02. of the General Conditions has been identified 5 and established in Paragraph SC 4.02 of the Supplementary Conditions. Bidder is 6 responsible for any interpretation or conclusion drawn from any "technical data" or 7 any other data, interpretations, opinions or information. 8 9 4.3.The submission of a Bid will constitute an incontrovertible representation by Bidder(i) 10 that Bidder has complied with every requirement of this Paragraph 4, (ii)that without 11 exception the Bid is premised upon performing and furnishing the Work required by the 12 Contract Documents and applying the specific means,methods,techniques, sequences or 13 procedures of construction(if any)that may be shown or indicated or expressly required 14 by the Contract Documents, (iii) that Bidder has given City written notice of all 15 conflicts,errors, ambiguities and discrepancies in the Contract Documents and the 16 written resolutions thereof by City are acceptable to Bidder, and when said conflicts, 17 etc.,have not been resolved through the interpretations by City as described in 18 Paragraph 6., and(iv) that the Contract Documents are generally sufficient to indicate 19 and convey understanding of all terms and conditions for performing and furnishing the 20 Work. 21 22 4.4.The provisions of this Paragraph 4,inclusive,do not apply to Asbestos,Polychlorinated 23 biphenyls (PCBs),Petroleum, Hazardous Waste or Radioactive Material covered by 24 Paragraph 4.06. of the General Conditions,unless specifically identified in the Contract 25 Documents. 26 27 5. Availability of Lands for Work,Etc. 28 29 5.1.The lands upon which the Work is to be performed,rights-of-way and easements for 30 access thereto and other lands designated for use by Contractor in performing the Work 31 are identified in the Contract Documents. All additional lands and access thereto 32 required for temporary construction facilities,construction equipment or storage of 33 materials and equipment to be incorporated in the Work are to be obtained and paid for 34 by Contractor. Easements for permanent structures or permanent changes in existing 35 facilities are to be obtained and paid for by City unless otherwise provided in the 36 Contract Documents. 37 38 5.2.Outstanding right-of-way, easements,and/or permits to be acquired by the City are listed 39 in Paragraph SC 4.01 of the Supplementary Conditions. In the event the necessary right- 40 of-way, easements, and/or permits are not obtained, the City reserves the right to cancel 41 the award of contract at any time before the Bidder begins any construction work on the 42 project. 43 44 5.3. The Bidder shall be prepared to commence construction without all executed right-of- 45 way,easements, and/or permits, and shall submit a schedule to the City of how 46 construction will proceed in the other areas of the project that do not require permits 47 and/or easements. 48 49 50 Cl rY OF FORT WORTH UTILITY CUT REPAIR STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CONTRACT 2018 Revised August 21,2015 City Project No.UC-01 2018 0021 13-5 INSTRUCTIONS TO BIDDERS Page 5 of 9 1 6. Interpretations and Addenda 2 3 6.1.All questions about the meaning or intent of the Bidding Documents are to be directed to 4 City in writing on or before 2 p.m., the Monday prior to the Bid opening. Questions 5 received after this day may not be responded to. Interpretations or clarifications 6 considered necessary by City in response to such questions will be issued by Addenda 7 delivered to all parties recorded by City as having received the Bidding Documents. 8 Only questions answered by formal written Addenda will be binding. Oral and other 9 interpretations or clarifications will be without legal effect. 10 11 Address questions to: 12 i 13 Attn: J. Chris Underwood,City of Fort Worth Water Department, Project Manager 14 Fax: (817) 392-2527 i5 Email:john.underwood@fortworthtexas.gov 16 Phone: (817) 392-2629 17 18 6.2.Addenda may also be issued to modify the Bidding Documents as deemed advisable by 19 City. 20 21 6.3.Addenda or clarifications may be posted via Buzzsaw at 22 htt sal rojectpoint.buzzsaw.com/client/fortworthgov/lnfrastructure Projects/Utility Cut 23 Repair Contract 2018/Bid Package. 24 25 6.4.A prebid conference may be held at the time and place indicated in the Advertisement or 26 INVITATION TO BIDDERS. Representatives of City will be present to discuss the 27 Project. Bidders are encouraged to attend and participate in the conference. City will 28 transmit to all prospective Bidders of record such Addenda as City considers necessary 29 in response to questions arising at the conference. Oral statements may not be relied 30 upon and will not be binding or legally effective. 31 32 7. Bid Security 33 34 7.J.Each Bid must be accompanied by Bid Bond made payable to City in an amount of five 35 (5)percent of Bidder's maximum Bid price on form attached, issued by a surety meeting 36 the requirements of Paragraphs 5.01 of the General Conditions. 37 38 7.2.The Bid Bond of all Bidders will be retained until the conditions of the Notice of Award 39 have been satisfied. If the Successful Bidder fails to execute and deliver the complete 40 Agreement within 10 days after the Notice of Award,City may consider Bidder to be in 41 default,rescind the Notice of Award,and the Bid Bond of that Bidder will be forfeited. 42 Such forfeiture shall be City's exclusive remedy if Bidder defaults. The Bid Bond of all 43 other Bidders whom City believes to have a reasonable chance of receiving the award 44 will be retained by City until final contract execution. 45 ' 46 8. Contract Times 47 The number of days within which,or the dates by which,Milestones are to be achieved in 48 accordance with the General Requirements and the Work is to be completed and ready for 49 Final Acceptance is set forth in the Agreement or incorporated therein by reference to the 50 attached Bid Form. 51 CITY OF FORT WORTH UTILITY CUT REPAIR STANDARD CONs,rRUCI'1ON SPECIFICATION DOCUMENTS CONTRACT 2018 Revised August 21,2015 City Project No.UC-01 2018 F 0021 13-6 INSTRUCTIONS TO BIDDERS Page 6 of 9 1 9. Liquidated Damages 2 Provisions for liquidated damages are set forth in the Agreement. 3 4 10. Substitute and "Or-Equal" Items 5 The Contract,if awarded, will be on the basis of materials and equipment described in the 6 Bidding Documents without consideration of possible substitute or "or-equal" items. 7 Whenever it is indicated or specified in the Bidding Documents that a "substitute" or "or- b equal" item of material or equipment may be furnished or used by Contractor if acceptable to 9 City, application for such acceptance will not be considered by City until after the Effective 10 Date of the Agreement. The procedure for submission of any such application by Contractor 11 and consideration by City is set forth in Paragraphs 6.05A.,6.05B. and 6.05C. of the General 12 Conditions and is supplemented in Section 01 25 00 of the General Requirements. 13 14 11. Subcontractors,Suppliers and Others 15 16 11.1. hi accordance with the City's Business Diversity Enterprise Ordinance No. 20020- 17 12-2011 (as amended),the City has goals for the participation of minority business 18 and/or small business enterprises in City contracts. A copy of the Ordinance can be 19 obtained from the Office of the City Secretary. The Bidder shall submit the MBE and 20 SBE Utilization Form, Subcontractor/Supplier Utilization Form,Prime Contractor 21 Waiver Form and/or Good Faith Effort Form with documentation and/or Joint 22 Venture Form as appropriate. The Forms including documentation must be received 23 by the City no later than 2:00 P.M. CST, on the second business days after the bid 24 opening date. The Bidder shall obtain a receipt from the City as evidence the 25 documentation was received. Failure to comply shall render the bid as non- 26 responsive. 27 28 11.2. No Contractor shall be required to employ any Subcontractor, Supplier, other person 29 or organization against whom Contractor has reasonable objection. 30 31 12. Bid Form 32 33 12.1. The Bid Form is included with the Bidding Documents; additional copies may be 34 obtained from the City. 35 36 12.2. All blanks on the Bid Form must be completed by printing in ink and the Bid Form 37 signed in ink. Erasures or alterations shall be initialed in ink by the person signing 38 the Bid Form. A Bid price shall be indicated for each Bid item, alternative, and unit 39 price item listed therein. In the case of optional alternatives,the words "No Bid," 40 "No Change," or "Not Applicable" may be entered.Bidder shall state the prices, 41 written in ink in both words and numerals,for which the Bidder proposes to do the 42 work contemplated or furnish materials required. All prices shall be written legibly. 43 In case of discrepancy between price in written words and the price in written 44 numerals,the price in written words shall govern. 45 46 12.3. Bids by corporations shall be executed in the corporate name by the president or a 47 vice-president or other corporate officer accompanied by evidence of authority to 48 sign. The corporate seal shall be affixed. The corporate address and state of 49 incorporation shall be shown below the signature. 50 CITY OF FORT WORTH UTfLITY CUT REPAIR STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CONTRACT 2018 Revised August 21,2015 City Project No.UC-01 2018 0021 13-7 INSTRUCTIONS TO BIDDERS i Page 7 of 9 1 12.4. Bids by partnerships shall be executed in the partnership name and signed by a 2 partner, whose title must appear under the signature accompanied by evidence of 3 authority to sign. The official address of the partnership shall be shown below the 4 signature. 5 6 12.5. Bids by limited liability companies shall be executed in the name of the firm by a 7 member and accompanied by evidence of authority to sign. The state of formation of 8 the firm and the official address of the firm shall be shown. 9 10 12.6. Bids by individuals shall show the Bidder's name and official address. 11 12 12.7. Bids by joint ventures shall be executed by each joint venturer in the manner 13 indicated on the Bid Form. The official address of the joint venture shall be shown. 14 15 12.8. All names shall be typed or printed in ink below the signature. 16 17 12.9. The Bid shall contain an acknowledgement of receipt of all Addenda,the numbers of 18 which shall be filled in on the Bid Form. 19 i 20 12.10. Postal and e-mail addresses and telephone number for communications regarding the 21 Bid shall be shown. 22 23 12.11. Evidence of authority to conduct business as a Nonresident Bidder in the state of 24 Texas shall be provided in accordance with Section 00 43 37—Vendor Compliance 25 to State Law Non Resident Bidder. 26 27 13. Submission of Bids 28 Bids shall be submitted on the prescribed Bid Form,provided with the Bidding Documents, 29 at the time and place indicated in the Advertisement or INVITATION TO BIDDERS, 30 addressed to Purchasing Manager of the City, and shall be enclosed in an opaque sealed 31 envelope,marked with the City Project Number,Project title,the name and address of 32 Bidder,and accompanied by the Bid security and other required documents. If the Bid is sent 33 through the mail or other delivery system,the sealed envelope shall be enclosed in a separate 34 envelope with the notation "BID ENCLOSED" on the face of it. 35 36 14. Modification and Withdrawal of Bids 37 38 14.1. Bids addressed to the Purchasing Manager and filed with the Purchasing Office 39 cannot be withdrawn prior to the time set for bid opening. A request for withdrawal 40 must be made in writing by an appropriate document duly executed in the manner 41 that a Bid must be executed and delivered to the place where Bids are to be submitted 42 at any time prior to the opening of Bids. After all Bids not requested for withdrawal 43 are opened and publicly read aloud,the Bids for which a withdrawal request has been 44 properly filed may, at the option of the City, be returned unopened. I 45 46 14.2. Bidders may modify their Bid by electronic communication at any time prior to the 47 time set for the closing of Bid receipt. r 48 i CITY OF FORT WORTH UTILITY CUT REPAIR STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CONTRACT 2018 Revised August 21,2015 City Project No.UC 012018 0021 13-8 INSTRUCTIONS TO BIDDERS Page 8 of 9 1 15. Opening of Bids 2 Bids will be opened and read aloud publicly at the place where Bids are to be submitted. An 3 abstract of the amounts of the base Bids and major alternates (if any)will be made available 4 to Bidders after the opening of Bids. 5 6 16. Bids to Remain Subject to Acceptance 7 All Bids will remain subject to acceptance for the time period specified for Notice of Award 8 and execution and delivery of a complete Agreement by Successful Bidder. City may, at 9 City's sole discretion,release any Bid and nullify the Bid security prior to that date. 10 11 17. Evaluation of Bids and Award of Contract 12 13 17.1. City reserves the right to reject any or all Bids,including without limitation the rights 14 to reject any or all nonconforming,nonresponsive,unbalanced or conditional Bids 15 and to reject the Bid of any Bidder if City believes that it would not be in the best 16 interest of the Project to make an award to that Bidder, whether because the Bid is 17 not responsive or the Bidder is unqualified or of doubtful financial ability or fails to 18 meet any other pertinent standard or criteria established by City. City also reserves 19 the right to waive informalities not involving price,contract time or changes in the 20 Work with the Successful Bidder. Discrepancies between the multiplication of units 21 of Work and unit prices will be resolved in favor of the unit prices. Discrepancies 22 between the indicated sum of any column of figures and the correct sum thereof will 23 be resolved in favor of the correct sum. Discrepancies between words and figures 24 will be resolved in favor of the words. 25 26 17.1.1. Any or all bids will be rejected if City has reason to believe that collusion exists 27 among the Bidders, Bidder is an interested party to any litigation against City, 28 City or Bidder may have a claim against the other or be engaged in litigation, 29 Bidder is in arrears on any existing contract or has defaulted on a previous 30 contract, Bidder has performed a prior contract in an unsatisfactory manner,or 31 Bidder has uncompleted work which in the judgment of the City will prevent or 32 hinder the prompt completion of additional work if awarded. 33 34 17.2. City may consider the qualifications and experience of Subcontractors,Suppliers, and 35 other persons and organizations proposed for those portions of the Work as to which 36 the identity of Subcontractors, Suppliers,and other persons and organizations must 37 be submitted as provided in the Contract Documents or upon the request of the City. 38 City also may consider the operating costs,maintenance requirements, performance 39 data and guarantees of major items of materials and equipment proposed for 40 incorporation in the Work when such data is required to be submitted prior to the 41 Notice of Award. 42 43 17.3. City may conduct such investigations as City deems necessary to assist in the 44 evaluation of any Bid and to establish the responsibility, qualifications, and financial 45 ability of Bidders,proposed Subcontractors, Suppliers and other persons and 46 organizations to perform and furnish the Work in accordance with the Contract 47 Documents to City's satisfaction within the prescribed time. 48 49 17.4. Contractor shall perform with his own organization,work of a value not less than 50 35% of the value embraced on the Contract,unless otherwise approved by the City. 51 CITY OF FORT WORTH UTILITY CUT REPAIR STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CONTRACT 2018 Revised August 21,2015 City Project No.UC-01 2018 0021 13-9 INSTRUCTIONS TO BIDDERS Page 9 of 9 1 17.5. If the Contract is to be awarded,it will be awarded to lowest responsible and 2 responsive Bidder whose evaluation by City indicates that the award will be in the 3 best interests of the City. 4 5 17.6. Pursuant to Texas Government Code Chapter 2252.001,the City will not award 6 contract to a Nonresident Bidder unless the Nonresident Bidder's bid is lower than 7 the lowest bid submitted by a responsible Texas Bidder by the same amount that a 8 Texas resident bidder would be required to underbid a Nonresident Bidder to obtain a 9 comparable contract in the state in which the nonresident's principal place of 10 business is located. 11 12 17.7. A contract is not awarded until formal City Council authorization. If the Contract is 13 to be awarded,City will award the Contract within 90 days after the day of the Bid 14 opening unless extended in writing. No other act of City or others will constitute 15 acceptance of a Bid_Upon the contractor award a Notice of Award will be issued by 16 the City. 17 18 17.8. Failure or refusal to comply with the requirements may result in rejection of Bid. 'r 19 ` 20 18. Signing of Agreement 21 When City issues a Notice of Award to the Successful Bidder,it will be accompanied by the i 22 required number of unsigned counterparts of the Agreement. Within 14 days thereafter 23 Contractor shall sign and deliver the required number of counterparts of the Agreement to 24 City with the required Bonds, Certificates of Insurance, and all other required documentation. 25 City shall thereafter deliver one fully signed counterpart to Contractor. 26 27 28 29 END OF SECTION I 4 CITY OF FORT WORTH UTILITY CUT REPAIR STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CONTRACT 2018 Revised August 21,2015 City Project No.UC-01 2018 00 35 13 BID FORM Page 1 of 1 SECTIONS 00 35 13 y . CONFLICT OF INTEREST STATEMENT s Each bidder, offeror or respondent (hereinafter referred to as "You") to a City of Fort Worth procurement may be required to complete a Conflict of Interest Questionnaire (the attached CIO Form) and/or a Local r Government Officer Conflicts Disclosure Statement (the attached CIS Form) pursuant to state law. You are urged to consult with counsel regarding the applicability of these forms to your company. The referenced forms may be downloaded from the links provided below. http:l/www.ethics.state.fx.usffarmslC�Q.ladf httR:I/www.ethics.state.tx.us/forms/CIS.pd CIO Form does not apply L CIQ Form is on file with City Secretary ' L ClQ Form is being provided to the City Secretary CIS Form does not apply L CIS Form is on File with City Secretary L CIS Form is being provided to the City Secretary s f BIDDER: �I . xzz,- Signature: Title: lit END OF SECTION! 1� f i r CITY OF FORT WORTH UTILITY CUT REPAIR STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CONTRACT 2018 Form Revised 20171109 City Project No.UC-01 2018 i CONFLICT OF INTEREST QUESTIONNAIRE FORM CIC, For vetWor or other person doing business with local governmental entity This questionnaire reflects changes made to the law by H.B. 1491, 80th Leg., Regular Session. OFFICE USE ONLY This questionnaire is being filed in accordance with Chapter 176, Local Government Code Date Received by a person who has a business relationship as defined by Section 176.001(1-a)with a local governmental entity and the person meets requirements under Section 176.006(a). By law this questionnaire must be fled with the records administrator of the local governmental entity not later than the 7th business day after the date the person becomes aware of facts that require the statement to be filed. See Section 176.006, Local Government Code. A person commits an offense if the person knowingly violates Section 176.006, Local Government Code.An offense under this section is a Class C misdemeanor. 1 Name of person who has a business relationship with local governmental entity. 2 Check this box if you are filing an update to a previously filed questionnaire. (The law requires that you file an updated completed questionnaire with the appropriate filing authority not later than the 7th business day after the date the originally filed questionnaire becomes incomplete or inaccurate.) 3 Name of local government officer with whom filer has employment or business relationship. Name of Officer r This section (item 3 including subparts A, B, C & D) must be completed for each officer with whom the filer has an employment or other business relationship as defined by Section 176.001(1-a), Local Government Code. Attach additional pages to this Form CIO as necessary. r A. Is the local government officer named in this section receiving or likely to receive taxable income, other than investment income, from the filer of the questionnaire? Yes EJ No B. Is the filer of the questionnaire receiving or likely to receive taxable income, other than investment income,from or at the direction of the local government officer named in this section AND the taxable income is not received from the local governmental entity? FlYes F-1 No C. Is the filer of this questionnaire employed by a corporation or other business entity with respect to which the local government officer serves as an officer or director, or holds an ownership of 10 percent or more? Yes EJ No ` D. Describe each employment or business relationship with the local government officer named in this section. 4 Signature of person doing business with the governmental entity Date Adopted 0612912007 i LOCAL GOVERNMENT OFFICER ECRM CIS CONFLICTS DISCLOSURE STATEMENT (Instructions for completing and filing this form are provided on the next page.) This questionnaire reflects changes made to the law by H.B. 1481, 80th Leg., Regular Session. 01;i-IGfs USE ONLYThis is the notice to the appropriate local governmental entity that the following local government officer has become aware of facts that require the officer to file this statement nate Received in accordance with Chapter 176,Local Government Code. 1 Name of Local Government Officer 2 Office Held 3 Name of person described by Sections 176.002(a)and 176.003(a), Local Government Code 4 (Description of the nature and extent of employment or other business relationship with person named in item 3 6 List gifts accepted by the local government officer and any family member, excluding gifts described by Section 176.003(a-1), if aggregate value of the gifts accepted from person named in item 3 exceed$250 during the 12-month period described by Section 176.003(a)(2)(B) Date Gift Accepted Description of Gift Date Gift Accepted Description of Gift Date Gift Accepted Description of Gift (attach additional forms as necessary) 6 AFFIDAVIT swear under penally of perjury that the above statement is true and correct. I acknowledge that the disclosure applies to a family member (as defined by Section 176.001(2), Local Government Code)of this local government officer. I also acknowledge that this statement covers the 12-month period described by Section 176.003(a), Local Government Code. I t Signature of Local Government Officer i AFFIX NOTARY STAMP I SEAL ABOVE 1 Sworn to and subscribed before me,by the said this the day of 20 to certify which,witness my hand and seal of office. Signature of officer administering oath Printed name of officer administering oath Title of officer administering oath Adopted 06/29/2007 i LOCA, GOVERNMENT OFFICER CONFLICTS DISCLOSURE STATEmrNT Section 176.003 of the Local Government Code requires certain local government officers to file this form. A "local government officer" is defined as a member of the governing body of a local governmental entity; a director, superintendent, administrator, president, or other person designated as the executive officer of the local governmental entity; or an employee of a local governmental entity with respect to whom the local governmental entity has, in accordance with Section 176.005, extended the requirements of Sections 176.003 and 176.004. This form is required to be filed with the records administrator of the local governmental entity not later than 5 p.m. on the seventh business day after the date on which the officer becomes aware of the facts that require the filing of this statement. A local government officer commits an offense if the officer knowingly violates Section 176.003, Local Government Code.An offense under this section is a Class C misdemeanor. Please refer to chapter 176 of the Local Government Code for detailed information regarding the requirement to file this form. INSTRUCTiCiNS FOR COMPLETING THIS FORM The following numbers correspond to the numbered boxes on the other side. 1. Name of Local Government Officer. Enter the name of the local government officer filing this statement. 2. Office Held. Enter the name of the office held by the local government officer filing this statement. 3. fame of person described by Sections 176.002(a) and 176.003(a), Local Government Code. Enter the name of the person described by Section 176.002, Local Government Code with whom the officer has an employment or other business relationship as described by Section 176.003(a), Local Government Code. 4. Description of the nature and extent of employment or business relationship with person named in item 3. Describe the nature and extent of the employment or other business relationship with the person in item 3 as described by Section 176.003(a), Local Government Code. 5. List gifts accepted, excluding gifts described by Section 176.003(a-1), if aggregate value of the gifts accepted from person named in item 3 exceed $250. List gifts accepted during the 12-month period (described by Section 176.003(a), Local Government Code)by the local government officer or family member of the officer, excluding gifts described by Section 176.003(a-1), from the person named in item 3 that in the aggregate exceed$250 in value. 6. Affidavit. Signature of local government officer. Adopted 06/2912007 0041 00 BID FORM Page 1 of 3 SECTION 00 41 00 BID FORM TO: The Purchasing Manager c/o:The Purchasing Division 1000 Throckmorton Street City of Fort Worth, Texas 76102 FOR: UTILITY CUT REPAIR CONTRACT 2018 City Project No.: UC-01 2018 1. Enter Into Agreement The undersigned Bidder proposes and agrees, if this Bid is accepted, to enter into an Agreement with City in the form included in the Bidding Documents to perform and furnish all Work as specified or indicated in the Contract Documents for the Bid Price and within the Contract Time indicated in this Bid and in accordance with the other terms and conditions of the Contract Documents. 2. BIDDER Acknowledgements and Certification 2.1. In submitting this Bid, Bidder accepts all of the terms and conditions of the INVITATION TO BIDDERS and INSTRUCTIONS TO BIDDERS, including without limitation those dealing with the disposition of Bid Bond. 2.2. Bidder is aware of all costs to provide the required insurance, will do so pending rontract 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 2018 Form Revised 20150821 City Project No.UC-01 2018 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 farms 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 2018 Form Revised 20150821 City Project No.UC-01 2018 00 41 00 BID FORM page 3of3 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 i 7. Bid Submittal This Bid is submitted on fn- q , Yoor by the entity named below. Respec If i q Receipt is acknowledged of the following Addenda: Initial By: Addendum No. 1: (Signature) Addendum No. 2: Addendum No.3: Prinlrl tVerrle Hese I Addendum No.4: (Printed Name) Title: i ails Company: trrnp.uiy Narrle Wre - Corporate Seal: Address. Addrass HEFru Addreos Here or Space ""[y. 9iate dip OorJe Hem � . State of Incorporation: Sia?e Here Email: nur Emr III Addr &Ko-ijT Owe Jd6�-0rL Phone:,YoUr 17,59it s EN®OF SECTION f 5 ♦I CITY OF FORT WORTH UTILITY CUT REPAIR STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CONTRACT 2018 Farm Revised 20150821 City Project No.UC-01 2018 2 004243 BID PROPOSAL. page I of 8 1 _ SECTION 00 42 43 E PROPOSAL FORM , UNIT PRICE HI® Bidder's Application Projeet Item Information Bidder's Proposal Bid List Item Specificatioq Unit of Pay Item No Section No. LBiduantity Measurement Description Unit Price Bid Value UNIT x-CUTS LESS THAN 200 SQUARE, FEET UEMS 1-7 1 3212.0303 32 12 16 4,000 SY 3-inch Asphalt Pavement Type D t .1r J2( Dollars Cents 2 32 12 16 1,200 SY 3-inch Asphalt Base Type B Dollars le g b Cents r 3 3213.0104 321313 700 SY 9-inch Concrete Pavement r Y Dollars Cents 4 3213.0106 32 13 13 300 SY 11-inch Concrete Pavement L 4.4 71Dollars Y � Cents +. 5 03 34 16 3,200 1 SY Min.8-inch Concrete Base Material r3 Dollars `t' � _ _X10— Cents 6 0334 16 800 SY Min.5-inch Reinforced Concrete Base Dollars e Mb Cents 7 3214.0200 32 14 16 150 SY Brick Pavement Repair Dollars Cents I CITY OF FORT W ORTH UTILITY CUT REPAIR STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CONTRACT 2018 Form Revised 20120120 City Project No.UC-01 2016 7 5 S10Z to-On'ON por-i Rkg} RIOZIM P�S!"Itu 014 I SIOr:d-WHINOO S.LtJ'31 MOG NOUND14MYEMS NOUDMI.SNO QIIVQNVIS 2l1dd311 if I:J X1I`lI1R 11111OM 1110.1:10 A.L1O f 1 slua� hk j[edea}uawansd AaRg AS 091 91 Ilf ZE OOZO'Kee v L slua� � aseg 818Jau03 paomfu[aa yaw-g•urI Ag OOg 9117990 £L � slua� ,,may slel[Op i �e[aalel asegalaaau0ayou[-g'u[W AS OOZ'£ 9LtEEO ZL slum � l [uawaned aiaaauOO yaw-LL Ag 009 EL 94 Z£ 9010'945; Lf sfua� HUG a ivawaned alwauoo you[-6 AS OOL 94 U;% nwcLZS OL slum fd� sae1100 El adA_L eseq f[eydsy yow-£ AS 005`L 91 ZL e9 6 Q adAl luawaned Ieydsy you[-ClAS 000`Y 94 ZL Z£ 90;0"ZLZE 8 S]bQIaTI TRU[51MV5 S 0007 RVILL SSa`I.Inff 00Z I vul'aalvRaD SIM-II i.LI T ,IuamainsuaY11 'ojy[kollaas 'Olti[ an[aA pill aara'l Jrun uOyduasatl 67rloe€,Zj pig mail dud }O Ikun, uoil$a9kaads Iuall Is!-1 p!g psodoad s,lopplg uolluaao;ul—1110aford uoile3idddW sejapprg 01H 33INd UM Ruoj I11S0doHd 9V FVG0 NORDRIS $JO Z aSes1 RVSOd011d O[H 64 24 00 00 4243 BID PROPOSAL. Page 3 of a E SECTION 00 42 43 PROPOSALFORM UNIT PRICE 0I0 Bidder's Application Project Item Information Bidder's Proposal Pay Item Bid List Item Specification Bid Quantity Unit of Description Unit Price Bid Value No. Section No. Measurement U1011T III-CUTS GREATER THAN 1,000 SO UARE FEET ITEMS 15-21 15 3212.0303 1 32 12 16 3,000 SY 3-inch Asphalt Pavement Type D ° 9 t Dollars —q0V 16 0� Cents 16 32 12 16 900 SY 3-inch Asphalt Base Type B y '1ltl:�3 Dollars _no Cents 17 3213.0104 32 13 13 700 SY 9-inch Concrete Pavement (�4P Dollars 1 10 Canis 18 3213.0106 32 13 13 300 SY 11-inch Concrete Pavement 0 � �J'yJ'e 'Dollars Cents h 19 03 34 16 2,400 SY Min.8-inch Concrete Base Material T_wgars W02 )'12(evo J-4� Cents 20 03 34 16 600 SY Min.S-inch Reinforced Concrete Base �OIIarS ," .� - > Cents 21 3214.0200 321416 ISO SY Brick Pavement Repair '3 s� Dollars Cents CITY OF FORT NORTH UTILITY CUT REPAIR STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CONTRACT 2018 Form Revised 20120120 City Proicet No.UC-01 2018 r f 00 42 43 BID PROPOSAL Page 4 of 8 SECTION 00 42 43 PROPOSALFORM UNIT PRICE RI® Kidder's Application Project Item information }udder's Proposal Bid List Item Specification Unit of Pay Itcm Bid Quantity Description Unit Price Bid Value No. Sectiott No. Measurement UNIT IV-ALL CUTS-ASPHALT WITHOUT EASE-REGARDLESS OF SIZE ITEMS 22-26 22 3212.0303 32 12 16 2,000 SY 3-inch Asphalt Pavement Type D Cents 23 32 12 16 600 SY 3-inch Asphalt Base Type B CrCl Dollars 11-01 ""' Cents 24 3212.0501 1 32 12 16 200 SY 4-inch Asphalt Base Type B 0 ► -- Cents f 25 3212,0502 32 12 16 200 SY 5-inch Asphalt Base Type B ZIAA0"CSoliars Cents 26 3212.0503 32 12 16 200 SY 6-inch Asphalt Base Type B Dollars -:3 Cents i r f CITY OF FORT WORTH - UTILITY CUT REPAIR STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CONTRACT2018 Foam Revised 20120120 City Project No.UC-01 2018 i 004243 BID PROPOSAL Page 5 of 8 SECTION 00 42 43 PROPOSAL FORM UNIT MICE 1310 Bidder's Application Project Item Information Bidder's Proposal Payltcm Bid List Item Specification Unit of BidQuan[ily Description Uni[Price Bid Value _ No. Section No. Measurement UNIT V-ADDITIONAL ITEMS REQUIRED OTHER THAN PAVING ITEMS 27-57 27 3216.0102 321613 400 LF 7-inch Concrete Curb and Gutter Dollars r j )4, ® Cents 28 3216.0102 32 16 13 400 LF 7-inch Concrete Curb and Gutter Attached to Concrete Pavement Dollars lipL Cents 29 3213.0401 32 13 20 100 SF 6-inch Reinforced Concrete Driveway ''"� Dollars Q0 1 ow 0 Cents I 30 3213.0301 32 13 20 1150 SF 4-inch Reinforced Concrete Sidewalk and ADA Wheelchair Ramp 3 ► � Dollars Cents 31 1 3291.0100 32 91 19 50 CY Top Soil 'r 4 t Dollars ,u Cents 32 3305.0107 33 05 14 1 EA Manhole Adjustment,Minor f'csSr�'t Dollars aJ Cents 33 3305.0108 03 80 00 1 EA Miscellaneous Structure Adjustment 33 05 14 Valve Vault Adjustment �p ollars Cents 34 3305.0204 33 05 10 50 CY Imported Embedment/Backfill, Crushed Rock Dollars � NV Cents 35 32120302 32 12 16 50 SY 2-inch Asphalt Pavement,Type D f Parking Lot Repair WWp t Vi Cents 36 3211.0501 321129 50 SY 6-inch Lime Treatment (� �( Dollars L` Cents CITY OP FORT WORTH OULM CUT REPAIR STANDARD CONSTRUCTION SPRCIEICATMN DOCUMENTS CONTRACr2018 Foran Revisra1201201W City Project No.UC-01 2018 i 0042 43 131D PROPOSAL Page 6 or 8 + SECTION 00 42 43 PROPOSAL FORM t UNIT PRICE BIS H9ddeP's Application r Project Item Information Bidder's Proposal Bid List Item Specification Unit of Pay Item Bid Quantity Description [Toil Price Bid Value No. Section No. Measurement I � f UNIT V-ADDITIONAL,ITEMS REQUIRED OTHER THAN PAVING QTEMS 27-57 37 1 3212.0302 1 32 12 16 50 SY 2-inch Asphalt Pavement,Type D Driveway Repair rDollars i Cents 38 3211.0111 3211 23 75 SY 4-inch Flexible Base,Type A, Grade f;Crushed Limestone � dP Dollars Cents j 39 3211.0112 3211 23 75 SY 6-inch Flexible Base,Type A, Grade 1-Crushed Limestone Dollars Cents 40 0:130 00 10 CY Class"A"Concrete(3,OOG#) O COO � �' �oliars Cents 41 03 30 00 5 CY Repair Storm Drain Structures 03 80 00 s 33 49 10 q� ✓ � 4 33 49 20 tr olfars _Cents 42 1 3305.0112 33 05 17 1 EA Concrete Manhole Collar I �� ars Cents 43 3213.0700 32 13 73 200 LF Joint Sealing-Silicone Dollars Cents 44 33 12 10 1 BA Relocate Water Meter and Box tADollar Emm Cents 45 33 12 10 1 EA Water Meter Adjustment $altars g CyD Cents 46 02 41 15 1200 LF Saw-cut Concrete Pavement F 32 01 29 M- Dollars Cents CITY OF FORT WORTH UTILITY CUT REPAM STANDARD CONSTRUC170N SPP.CImcA'r10N DOCUMENTS CONTRACT 2018 Form Revised 20170120 City Protea No.UC-01 2018 004243 BID PROPOSAL Page 7 or 8 SECTION 00 42 43 PROPOSALFORM UNIT PRICE 131® Bidder's Application ` Project Item Information Bidder's Proposal j Pay Item Bid List Item Specific=fionity Unit of Description Unit Price Bid Value No. Section Mcasumment UNIT'V -ADDITIONAL ITEMS REQUIRED OTHER THAN PAVING ITEMS 27-577 47 3213.0201 32 13 13 150 SY 6-inch Concrete Pavement High Early Strength Concrete(HES) p � t— w > 6ollars t— ! 7` ' Cents 48 33 05 12 1 LS Utility Adjustment One Thousand Dollars No Cents $1,000.00 $1,000.00 49 3216.0301 32 16 13 70 SY 9-inch Concrete Valley Gutter, F Residential t ° Dollars � � rD_ Cents 50 32 i7 23 20 EA IRaised Traffic Markers,All Types 1 Daliars _ Cents 51 32 17 23 100 LF Pavement Marking,All Types e Dollars Cents 52 3137.0101 31 3700 30 SY Concrete Riprap i Dollars Cents 53 3137.0104 31 37 00 60 SY Medium Stone Riprap,Dry Dollars 54 j A-0 40 itm Cents 54 3137.0102 313700 60 SY Large Stone Riprap,Dry i Dollars Cents 55 033000 20 Cy Concrete Retaining Wall 32 32 13 vpv Cents 56 01 55 26 100 EA Street Use Permit i 3471 13 One Hundred Dollars y No Cents $100.00 $10,000.00 1 CITY OF FORT WORTH UTILITY CUT REPAIR y STANDARD CONSI'RUC 1ON SPECII7CATION DOCUMENT'S CONTRACT 2018 JIIF norm Revised 20120120 City Pmjeet No.UC-0I 2019 00 42 43 BID PROPOSAL Page 8 of S SECTION 00 42 43 PROPOSALFORM UNIT PRICE BID Bidder's Application Project Item Information Bidder's Proposal Bid List Ifetn Specification Unit of Pay ttetn No. Section No. Bid Quantify Measurement Description Unit Price Bid Value UNff V -ADDITION-AL-ITE,MS REQUIRED OTHER THAN PAVING ITEMS 27-57 57 3471.0003 3471 13 15 FA Traffic Control Plan Design and Install as Required � ,. g"�ea ti9 Y�qDollars Vv Cents Total Bid t I CITY OF FORT WORTH UTILITY CUT REPAIR STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CONTRACT 2018 {� Form Revised 20120120 City Project No.UG01 2018 f a a 1 1• S u reTec BID BOND KNOW ALL MEN BY THESE PRESENTS, that we Westhill Construction, Inc. as principal, hereinafter called the "Principal,"and SURETEC INSURANCE COMPANY, 1330 Post Oak Boulevard, Suite 1900, Houston, Tx 77056, as surety, hereinafter called the"Surety," are held and firmly bound unto the City of Fort Worth as obligee, hereinafter called the Obligee, in the sum of Five Percent(5%)of the Amount Bid by Principal for the payment of which sum well and truly to be made, the said Principal and the said Surety, bind ourselves, our heirs, executors, administrators, successors and assigns,jointly and severally, firmly by these presents. WHEREAS, the principal has submitted a bid for Utility Cut Repair Contract 2018. s NOW,THEREFORE, if the contract be timely awarded to the Principal and the Principal shall within such time as specified in the bid, enter into a contract in writing or, in the event of the failure of the Principal to enter into such Contract, if the Principal shall pay to the Obligee the difference not to exceed the penalty hereof between the amount specified in said bid and such larger amount for which the Obligee may in good faith contract with another party to perform the work covered by said bid, then this obligation shall be null and void, otherwise to remain in full force and effect. PROVIDED, HOWEVER, neither Principal nor Surety shall be bound hereunder unless Obligee prior to execution of the final contract shall furnish evidence of financing in a manner and form acceptable to Principal and Surety that financing has been firmly committed to cover the entire cost of the project. SIGNED, sealed and dated this 11th day of October, 2018. Westhill Construction Inc. tPrincip ' BY: TITLE: SureTec Insurance Company BY: Teresa Godsey, Attorney-in-Fact 4 1 Bid Bond uncapped_text.doc Rev 1.1.06 t t POA 4: Bid Bond SureTee Insuirance Company ]LIMITED POWER OF ATTORNEY Know All Men by These Presents, That SURETEC INSURANCE COMPANY (the "Company"), a corporation duly organized and existing under the laws of the State of Texas, and having its principal office in Houston, Harris County, Texas, does by these presents make, constitute and appoint Teresa Godsey its true and Iawful Attorney-in-fact,with full power and authority hereby conferred in its name,place and stead,to execute, aelamowledge and deliver any and all bonds, recognizances, undertakings or other instruments or contracts of suretyship to include waivers to the t conditions of contracts and consents of surety for: Principal: Westhill Construction, Inc. Obligee: City of Fort Worth Amount: $800,000.00 f 1 and to bind the Company thereby as fully and to the same extent as if such bond were signed by the President,sealed with the corporate seal of the Company and duly attested by its Secretary,hereby ratifying and confirming all that the said Attorney-in-pact may do in the premises. Said appointment is made under and by authority of the following resolutions of the Board of Directors of the SureTec Insurance Company: Be it Resolved, that the President, any Vice-President any Assistant Vice-President, any Secretary or any Assistant Secretary shall be and is hereby vested with frill power and authority to appoint any one or more suitable persons as Attorney(s)-in-Pact to represent and act for and on behalf of the Company subject to the following provisions: Attorney-in-Fact may be given full power and authority for and in the name of and of behalf of the Company,to execute, acknowledge and deliver,any and all bonds,recognizances,contracts,agreements or indemnity and other conditional or obligatory undertakings and any and all notices and documents canceling or terminating the Company's liability thereunder, and any such instruments so executed by any such Attorney-in-Fact shall be binding upon the Company as if signed by the President and scaled and effected by the Corporate Secretary. Be it Resolved that the signature of any authorized officer and seal of the Company heretofore or hereafter affixed to any power of attorney or any certificate relating thereto by facsimile,and any power of attorney or certificate bearing facsimile signature or facsimile seal shall be valid and binding upon the Company with respect to any bond or undertaking to which it is attached. (Adopted at a meeting held on 20`h of April, 1999.) In Witness WItereof,SURETEC INSURANCE COMPANY has caused these presents to be signed by its President, and its corporate seal to be hereto affixed this 6th day of April,A.D.2017. I �RANC�� SURE TIu C ZtjCQ ANY .0 z, By, W! w y John Knox ,/Presidt State of Texas ss: �:'County of HarrisOn this 6th day of April,A.D.2017 before me personally carne John Knox,Jr.,to me known,who,being by me ,did depose and say,that he resides in Houston, "Texas, that he is President of SURETEC INSURANCE COMPANY, the company descrwhich executed the above instrument;that he knows the seal of said Company;that the seal affixed to said instrument is such corporate seal;that it was so affixed by order of the Board of Directors of said Company;and that he signed his name thereto by like order. `k,oypi,B, JACQUELYN GREENLEAF %-=Notary Public, State of Texas Comm.Expires 05-18-2021 Ja uelyn Greenleaf,Notary Public Notary 1D 126903029 My commission expires May 18,2021 I,M.Brent Beaty,Assistant Secretary of SURETEC INSURANCE COMPANY,do hereby certify that the above and foregoing is a trnF and correct copy of a Power of Attorney,executed by said Company,which is still in full force and effect;and furthermore,the resolutions of the Board of Directors,set out in the Power of Attorney are in full force and effect. i Given under my hand and the seal of said Company at Houston, Texas this 11th day /y. tober 2018 , A.D. i I J M.13renissistWASnt e I Any instrument issued in excess of the penalty stated above is totally void and without any validity. For verification of the authority of this power you may call(713)892-0800 any business day between 8.00 am and 5:00 pm CST. SureTec insurance Company THIS BOND RIDER CONTAINS IMPORTANT COVERAGE INFORMATION Statutory Complaint Notice/Filing of Claims To obtain information or make a complaint: You may call the Surety's toll free telephone number for information or to make a complaint or file a claim at: 1-866-732-0099. You may also write to the Surety at: SureTec Insurance Company 9737 Great Hills Trail, Suite 320 Austin, Tx 78759 You may contact the Texas Department of Insurance to obtain information on companies, coverage, rights or complaints at 1-800-252-3439. You may write.the Texas Department of Insurance at: PO Box 149104 Austin, TX 78714-9104 Fax#- 512-490-1007 Web: httn:11www.tdi.state.tx.us Email: ConsumerProtection@tdi.texas.gov PREMIUM OR CLAIMS DISPUTES: Should you have a dispute concerning your premium or about a claim, you should contact the Surety first. If the dispute is not resolved, you may contact the Texas Department of Insurance. ------------------------------------------------......_....__...-------------------------------------------------------------------- I I i Texas Rider 06042015 i I , � 004337 VFNDOR 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 nonresidents principal place of business is located. r 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 chedk the box in Section B. A. Nonresident bidders in the State of 'lIi?ile flwu or Fll;�r1k , our principal place of business, are required to be "{ I+rr percent lower than resident bidders by State Law. A copy of the statute is attached. Nonresident bidders in the State of Stole Clara or Blank_ , our principal place of business, are not required to underbid resident bidders. B. The principal place of business of our company or our parent company or majority owner is i in the State of Texas. F BIDDER: Printed e Here N (Signature) Title: Title Here I� �. Date: `1 , END OF SECTION I CITY OF FORT WORTH UTILITY CUT REPAIR STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CONTRACT 2018 Form Revised 201/0627 City Project Na.UC-01 2018 i l i 004511-1 BIDDERS PREQUAL.IFICATIONS Page 1 of 3 i SECTION 00 4511 2 BIDDERS PREQUALIFICATIONS 3 4 1. Summary.All contractors are required to be prequalified by the City prior to submitting 5 bids. To be eligible to bid the contractor must submit Section 00 45 12,Prequalification 6 Statement for the work type(s)listed with their Bid. Any contractor or subcontractor who is 7 not prequalified for the work type(s) listed must submit Section 00 45 13,Bidder 8 Prequalification Application in accordance with the requirements below. 9 10 The prequalification process will establish a bid limit based on a technical evaluation and I I financial analysis of the contractor.The information must be submitted seven (7) days prior 12 to the date of the opening of bids. For example,a contractor wishing to submit bids on 13 projects to be opened on the 7th of April must file the information by the 31 st day of March 14 in order to bid on these projects. In order to expedite and facilitate the approval of a Bidder's 15 Prequalification Application,the following must accompany the submission. 16 a. A complete set of audited or reviewed financial statements. 17 (1) Classified Balance Sheet 18 (2) Income Statement 19 (3) Statement of Cash Flows 20 (4) Statement of Retained Earnings 21 (5) Notes to the Financial Statements, if any 22 b. A certified copy of the firm's organizational documents (Corporate Charter,Articles 23 of Incorporation,Articles of Organization,Certificate of Formation,LLC 24 Regulations,Certificate of Limited Partnership Agreement). 25 c. A completed Bidder Prequalification Application. 26 (1) The firm's Texas Taxpayer Identification Number as issued by the Texas 27 Comptroller of Public Accounts.To obtain a Texas Taxpayer Identification 28 number visit the Texas Comptroller of Public Accounts online at the 29 following web address www.window.state.tx.us/taxpermitl and fill out the 30 application to apply for your Texas tax ID. 31 (2) The firm's e-mail address and fax number. 32 (3) The firm's DUNS number as issued by Dun&Bradstreet. This number 33 is used by the City for required reporting on Federal Aid projects. The DUNS 34 number may be obtained at www.dnb.com. 35 d. Resumes reflecting the construction experience of the principles of the firm for firms 36 submitting their initial prequalification. These resumes should include the size and 37 scope of the work performed. 38 e. Other information as requested by the City. 39 40 2. Prequalification Requirements 41 a. Financial Statements. Financial statement submission must be provided in 42 accordance with the following: i 43 (1) The City requires that the original Financial Statement or a certified copy 44 be submitted for consideration. i I CITY OF FORT WORTH UTILITY CUT REPAIR STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CONTRACT 2018 Revised July 1,2011 City Project No.UC-01 2018 004511-2 BIDDERS PREQUALIFICATIONS Page 2 of 3 1 (2) To be satisfactory,the financial statements must be audited or reviewed 2 by an independent, certified public accounting firm registered and in 3 good standing in any state. Current Texas statues also require that 4 accounting firms performing audits or reviews on business entities within 5 the State of Texas be properly licensed or registered with the Texas State 6 Board of Public Accountancy. 7 (3) The accounting firm should state in the audit report or review whether 8 the contractor is an individual, corporation, or limited liability company. 9 (4) Financial Statements must be presented in U.S. dollars at the current rate 10 of exchange of the Balance Sheet date. 11 (5) The City will not recognize any certified public accountant as 12 independent who is not,in fact, independent. 13 (6) The accountant's opinion on the financial statements of the contracting 14 company should state that the audit or review has been conducted in 15 accordance with auditing standards generally accepted in the United 16 States of America. This must be stated in the accounting firm's opinion. 17 It should: (1) express an unqualified opinion, or(2)express a qualified 18 opinion on the statements taken as a whole. 19 (7) The City reserves the right to require a new statement at any time. 20 (8) The financial statement must be prepared as of the last day of any month, 21 not more than one year old and must be on file with the City 16 months 22 thereafter,in accordance with Paragraph 1. 23 (9) The City will determine a contractor's bidding capacity for the purposes 24 of awarding contracts. Bidding capacity is determined by multiplying the 25 positive net working capital (working capital =current assets—current 26 liabilities)by a factor of 10. Only those statements reflecting a positive 27 net working capital position will be considered satisfactory for 28 prequalification purposes. 29 (10) In the case that a bidding date falls within the time a new financial 30 statement is being prepared,the previous statement shalt 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"NIA" should be inserted. 38 (2) A minimum of five(5) references of related work must be provided. 39 (3) Submission of an equipment schedule which indicates equipment under 40 the control of the Contractor and which is related to the type of work for 41 which the Contactor is seeking prequalification. The schedule must 42 include the manufacturer,model and general common description of 43 each piece of equipment. Abbreviations or means of describing 44 equipment other than provided above will not be accepted. 45 46 3. Eligibility to Bid 47 a. The City shall be the sole judge as to a contractor's prequalification. 48 b. The City may reject, suspend, or modify any prequalification for failure by the 49 contractor to demonstrate acceptable financial ability or performance. 50 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 2018 Revised July 1,2011 City Project No.UG01 2018 004511-3 BIDDERS PRFQUALIMCATIONS Page 3 of 3 i d. If a contractor has a valid prequalification letter,the contractor will be eligible to bid 2 the prequalified work types until the expiration date stated in the letter. 3 4 5 6 8 END OF SECTION 9 CI'T'Y OF FORT WORTH UTILITY CUT REPAIR STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CONTRACT 2018 Revised July 1,2011 City Project No.UC-01 2018 r' October 02, 2018 Ms Angela Reynolds Westhill Construction Inc PO Box 2016 Cleburne, TX 76033-2016 PREQUALIFICATION TO BID CITY OF FORT WORTH WA"rER DEPARTMENT PROJECTS Dear Ms. Reynolds: i Thank you for your submittal of information and data toward prequalification to perform our work. We are-pleased to advise that your prequalification has been finalized. A bid limit$3,139,866.60 has been established for your organization based on the financial data submitted. i Your firm is prequalified to perform the following work: -- Miscellaneous work restricted to UTILITY CUT REPAIRS PROJECTS The prequalification and bid limit established above will remain current through 1813112019 This date was established to be sixteen (16) months from the date of the most recent financial statement received, unless rescinded for cause. Should you desire prequallfication in the future beyond the aforementioned, submittal of updated financials, work experience, and equipment list will be necessary for this department to establish a new bid limit. Please be advised that the plans and documents for the work to be performed must be submitted to and approved by the City of Fort Worth Water Department. We appreciate your interest in our work and should you have some question in this or other matters within our purview, please do not hesitate to contact Mr. John Kasavich at(817)392-8480 or Norma Sauceda at(817)392- 6055. Yours very truly, MAIL TO: John Kasavich, P.E. Fort Worth Water Department Engineering & Regulatory Services fit' Chris Harder, P.E. 200 Texas Street Water Director Fort Worth, TX 76102 C C Fort Worth WATER DEPARTMENT THF CITY of FORT WORTH * 200 TEw STREET * FoRT WoRTH, TEXAS 76102 �1 1 817.392.8240 * FAx 817-392-8195 y 1964 I993.2011 Printed on recycled pa 00 45 12 RID FORM Page 1 of 1 SECTION 00 45 12 PREQUAhIFICATION STATEMENT Each Bidder for a City procurement is required to complete the information below by identifying the prequalified contractors and/or subcontractors whom they intend to utilize for the major work type(s) listed. Major Work Type Contractor/Subcontractor Company Name Prequalification Expiration Date PAVING (JornigIny f nfile Nora rir fir IL% Mere or sp�tco 0 C pinpafty N;;Vn01-sere ar sl aG.=! t.M145 avow or s'�wxl 0 Company Nam.e Here.or space Vato Haru cv spm., 0 Cor Pipany Narne Hare c sjflacfs till a Ho ev %.in o 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: I ted Name Here Address Here 70 07 G � Address Here or Space (Signature) City, State Zip Code Here Title: Title Here Date: END OF SECTION CITY OF FORT WORTH UTILITY CUT REPAIR i STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CONTRACT 2018 Form Revised 20120120 City Project No.UC-01 2018 i Fo RT WORT 1 SECTION 00 4513 { BIDDER PREQUALIFICATION APPLICATION Date of Balance Sheet Mark only one: Individual Limited Partnership General Partnership Name under which you wish to qualify Corporation Limited Liability Company Post Office Box City State Zip Code Street Address (required) City State Zip Code Telephone Fax Email Texas Taxpayer Identification No. Federal Employers Identification No. DUNS No_ (if applicable) MAIL THIS QUESTIONAIRE ALONG WITH FINANCIAL STATEMENTS TO: CITY OF FORT WORTH TEXAS 1000 THROCKMORTON STREET FORT WORTH,TEXAS 76102-6311 AND MARK THE ENVELOPE: "BIDDER PREQUALIFICATION APPLICATION' 0045 13-2 BIDDER PREQUALIFICATION APPLICATION Page 2 of 8 BUSINESS CLASSIFICATION The following should be completed in order that we may properly classify your firm: (Check the block(s) which are applicable—Block 3 is to be left blank if Block 1 and/or Block 2 is checked) Has fewer than 100 employees and/or Has less than $6,000,000.00 in annual gross receipts OR Does not meet the criteria for being designated a small business as provided in Section 2006.001 of the Texas Government Code. I The classification of your firm as a small or large business is not a factor in determining eligibility to become prequalified. I MAJOR WORK CATEGORIES Water Department Augur Boring-24-inch diameter casing and less Augur Boring-Greater than 24-inch diameter casing and greater Tunneling—36-Inches—60—inches,and 350 LF or less Tunneling-36-Inches—60—inches, and greater than 350 LF Tunneling—66" and greater, 350 LF and greater Tunneling—66"and greater, 350 LF or Less Cathodic Protection Water Distribution,Development, 8-inch diameter and smaller Water Distribution,Urban and Renewal, 8-inch diameter and smaller Water Distribution,Development, 12-inch diameter and smaller Water Distribution,Urban and Renewal, 12-inch diameter and smaller Water Transmission,Development, 24-inches and smaller Water Transmission,Urban/Renewal,24-inches and smaller Water Transmission, Development,42-inches and smaller Water Transmission,Urban/Renewal,42-inches and smaller Water Transmission,Development,All Sizes Water Transmission, Urban/Renewal,All Sizes Sewer Bypass Pumping, 18-inches and smaller Sewer Bypass Pumping, 18-inches—36-inches Sewer Bypass Pumping 42-inches and larger CCTV,8-inches and smaller CCTV, 12-inches and smaller CCTV, 18-inches and smaller CCTV,24-inches and smaller CCTV,42-inches and smaller CCTV,48-inches and smaller CITY OF FORT WORTH UTILITY CUT REPAIR STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CONTRACT 2018 Revised December 20,2012 City Project No.UC 01 2018 3 0045'13-3 BIDDER PREQUALWICATION APPLICATION Page 3 of 8 MAJOR WORK CATEGORIES, CONTINUED Sewer CIPP, 12-inches and smaller Sewer C1PP,24-inches and smaller Sewer CIPP,42-inches and smaller Sewer CIDP,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 i 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 CITY OF FORT WORTH UTILITY CUT REPAIR S'T'ANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CONTRACT 2018 Revised December 20,2012 City Project No.UC-01 2018 004513-4 BIDDER PREQUALIFICATION APPLICATION Page 4 of 8 1. List equipment you do not own but which is available by renting DESCRIPTION OF EQUIPMENT NAME AND DETAILED ADDRESS OF OWNER 2. How many years has your organization been in business as a general contractor under your present name? List previous business names: 3. How many years of experience in construction work has your organization had: (a) As a General Contractor: (b) As a Sub-Contractor: 4. *What projects has your organization completed in Texas and elsewhere? CLASS LOCATION NAME AND DETAILED CONTRACT OF DATE CITY-COUNTY- ADDRESS OF OFFICIAL TO AMOUNT WORK COMPLETED STATE WHOM YOU REFER *If requalifying only show work performed since last statement. 5.Have you ever failed to complete any work awarded to you? If so,where and why? 6.Has any officer or owner of your organization ever been an officer of another organization that failed to complete a contract? If so, state the name of the individual,other organization and reason. 7.Has any officer or owner of your organization ever failed to complete a contract executed in his/her name? If so, state the name of the individual,name of owner and reason. CITY OF FORT WORTH UTILITY CUT REPAIR STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CONTRACT 2018 Revised December 20,2012 City Project No.UC-01 2018 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. r 12. What is the construction experience of the principal individuals in your organization? PRESENT MAGNITUDE POSITION OR YEARS OF AND TYPE OF IN WHAT NAME OFFICE EXPERIENCE WORK CAPACITY 13. If any owner,officer,director, or stockholder of your firm is an employee of the City,or shares the same household with a City employee,please list the name of the City employee and the relationship. In addition,list any City employee who is the spouse, child, or parent of an owner, officer, stockholder,or director who does not live in the same household but who receives care and assistance from that person as a direct result of a documented medical condition. This includes foster children or those related by adoption or marriage. CITY OF FORT WORTH UTILITY CUT REPAIR STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CONTRACT'2018 Revised December 20,2012 City Project No.UC-01 2019 i 004513-6 BIDDER PREQUALIFICATI.ON APPLICATION Page 6 of 8 CORPORATION BLOCK PARTNERSHIP BLOCK If a corporation: If a partnership: Date of Incorporation State of Organization Charter/File No. Date of organization President Is partnership general,limited,or registered limited liability partnership? Vice Presidents File No. (if Limited Partnership) I General Partners/Officers f i Secretary Limited Partners (if applicable) Treasurer LIMITED LIABILITY COMPANY BLOCK If a corporation: State of Incorporation Date of organization f I File No. Individuals authorized to sign for Partnership Officers or Managers(with titles,if any) I Except for limited partners,the individuals listed in the blocks above are presumed to have full signature authority for your firm unless otherwise advised.Should you wish to grant signature authority for additional individuals,please attach a certified copy of the corporate resolution, corporate minutes,partnership agreement,power of attorney or other legal documentation which grants this authority. CITY OF FORT WORTH UTILITY CUT REPAIR STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CONTRACT 2018 Revised December 20,2012 City Project No.UC-01 2018 r 004513-7 BIDDER PR EQUAL[HCATION APPLICATION Page 7 of 8 1 14. Equipment $ TOTAL BALANCE SHEET ITEM QUANTITY ITEM DESCRIPTION VALUE 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 Various- TOTAL Similar types of equipment may be lumped together.If your firm has more than 30 types of equipment, you may show these 30 types and show the remainder as "various". The City,by allowing you to show only 30 types of equipment,reserves the right to request a complete,detailed list of all your equipment. The equipment list is a representation of equipment under the control of the firm and which is related to the type of work for which the firm is seeking qualification. In the description include,the manufacturer, model, and general common description of each. CITY OF FORT WORTH UTILITY CUT REPAIR STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CONTRACT 2018 Revised December 20,2012 City Project No.UC-01 2018 } 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 2018 Revised December 20,2012 City Project No.UC-01 2018 4 004526-1 CONTRACTOR COMPLIANCE WITH WORKER'S COMPENSATION LAW Page 1 of 1 i 1 SECTION 00 45 26 t 2 CONTRACTOR COMPLIANCE WITH WORKER'S COMPENSATION LAW 3 Pursuant to Texas Labor Code Section 406.096(a), as amended,Contractor certifies that it 4 provides worker's compensation insurance coverage for all of its employees employed on City 5 Project No. UC-01 2018. Contractor further certifies that,pursuant to Texas Labor Code,Section 6 406.096(6),as amended, it will provide to City its subcontractor's certificates of compliance with 7 worker's compensation coverage. 8 9 CONTRACTOR: 10 r I 1 0 e,;,r aq By: ��V V,, Ip 12 Company (Please Print) 13 I 14 1t� �a � Signature 15 Address 16 c- �/LE 17 VAC � � L� Title: 18 City/State/Zip (Please Print) 19 20 21 THE STATE OF TEXAS § 22 23 COUNTY OF TARRANT § f 24 25 BEFQRE E,the undersigned authority, on this day personally appeared 26 1e t&S , known to me to be the person whose name is 27 subscribed to tQ foregoin Instrument, and cknowledged to me that he/she executed the same as 28 the act and deed of WQSh�\Lr' for the purposes and 29 consideration therein expressed and in the capacity therein stated_ 30 1-A6 31 GIVF-N ER MY HAND AND SEAL OF OFFICE this C day of 32 �C� ,20A . 33 34 35 0�1 � � 36 Notary Public idand for the State of Texas 37 i 38 END OF SECTION t 39 { MARILYN K. NEWSY 1 Noftry 1011 1589-9 My CorrlWa km ExOn May 19,2020 t CITY OF FORT WORTH UTILITY CUT REPAIR STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CONTRACT 2018 Revised July 1,2011 City Project No,UC-O] 2018 . i lig i SFIX— il0N III)45 SII) Ek+lilir1l'ik4 111 +iilt`d; 'F'.ilrVQliti'5e. 1-r4!t.i1ie,l1N i •I ATP L11VATil Q.N 014 VO Jr' f11a llalfsl t11s��Jar t+arinl• n1' 111vc-i1111riiet i;, ��,r'C:,itk}u a1mm ,"�0,000, ThIcil ,i I1 J?" alrl��;s rlfl'r l,�fi p�x�il ax !� o,IFlalii:u�llEc- 7 8 110LIC V STe-V I'L N1VIVT L) 11 is Ills 1}I,fii, II tiles {:.'JET+ gal' j:,1 411 worl11 II} k'II`1rIm rile ftil IIrI11 t'iitlllrll11V I�all'tje.ij�,lIli III 11�- 15:11rt1ff-ky IBJ H siness Hilt�'alrl•i.wv 111,11;1-,} Jai 1:1)c �II'tll;trivill `rli ill' aril gllfId., ,11p`I rl ,,W1,.% 111E I"CtJi>>It-9ir6rLr`: .11111 l I I-4,Ru 141tkIlls Mak"iI III iIIL-�.'Ily',w 4,11rranr Husiness 0iverg iry 1-1Verpi isc• f kdi.lInoiIrA; ,11}ply i I I 111 i" I I I e I I� 1-1 M1iEr°R{), VC]" GOAL 14 Thi.; it ''s EI-?Iil: III} 13It+ ' I Maim Ity.l:lllnlnt'ws F;Ilrr0pl-lwr.�IIS'a 11 i+!ji.lr.,lr. I'Fipc - n ' i, .ilrwillif Ven I13re norm, il'gwd i% inn rvco_ vk!i.k rio 1,11VI III'lF1 7-00- s,m„ �11I 11rL; WCC TP41 t`ily h1d!J1Wsk oi't: wcwcleck, club Hier. 111e. I.1ic1 .1p rlimp. tlllfCj, {.xchi'dv< ,7I' fhe Hid 111-widuL., I<rAILI1Rr TO COMPLYWITH F11R (1I'fV•S Ei1Jtii�Vl„�ti IMrv1=l#�r� � E'rwJ'ITAIIIHISE c►RI>rJvAC C1, wl1,1 kEl� IIIT1rgT1.1K BID 11VIisict'ONSIIW11EDNf)ISI-RFS<]NSIVL1TOtLN,:( 'IFV '?0_1ikI s. 'I vfkli,l lltl., rt .LkI fIiNirr'I°nY?, itF.QI II RP lx ME DOVIJ11''IE,NTATI0 N WU.I.. R FStII r'I IN 11.1.8111D 111;'1Nfk U(PNS16EI#C1) Nf0N-I#l?4N NSIVT. A SKON1) FAIJ,tJRE ).%?I1f, 1{J.S1JI.T Ise T HF 0FI,LR01# ask?�fVc'; I>l: LUr1J.Jf Ii!;I>F �''� I rk I'I:1JflI1 (l3' IYF Yf.11 , TI�f�1',I�; I'r111.,411�I'; r� r1 I'']VI; Yl:r1l� NL•.ZI) WILL J#J SULI• IN A JIISQ' I.JAI,l FWAITI)N IM1414k1M OV TIII{F.F. V -: RSI. T .t y Questioiis, r"IrWA' Ccset1M:I 'I'#r_t� rvfl'GV1:II? (1f1'itc, :t (817I 212-Z6 7.1. i� II r 1111Y 10!1:9 slcT wiAMI k l'!I-IlAz 0.11, f1 a,VAII4 [ 41R 'VAN r c-c.)Kq-FRLI{ rr.rra,N1-1. .71J'1I ATION.1FLPC'[,fhllI r%,FN rl#M I:rJ1I+ [ccyr4�sl.lrwtlr{J,�{Il5 i;llV r',0I1`1:1 IJ['aGl ldll�r 005243-1 Agreement Page I of 5 i 1 SECTION 00 52 43 2 AGREEMENT 3 THIS AORI EMENT,authorized on *A {P W(b is made by and between the City of Forth 4 Worth, a Texas home rule municipality, 8rting by and through its duly authorized City Manager, 5 ('City"), and _W61 5T 14 lel. COUMN, (RC- _, 6 authorized to do business in "f cis, acting by and through its duly authorized representative, 7 ("Contractor). 8 City &W Contractor, in consideration of the mutual covenants hereinafter set Borth, agree as 9 follows; 10 Article 1.WORT 11 Contractor shall compiole all Werk as specified or indicated in the Contract Documents for the 12 Project identified herein. 13 Article 2.PROJECT 14 The project for which the Work under the Contract Documents may be the whole or only a part is 15 generally described as fellows,. f 16 TJTILITY CVT REEAIR CONTRACT 2018 17 (situ Pro icct>+lu. llC-0I SOI$ 18 Article 3. CONTRACT PRICE 19 City agrees to pay Contractor for performance of the Work irr accordance with the Contract. 20 Documents an atrrotint,in current fluids,of_ Eight Hundred—Thousaa_d (#` LQO Dollars �1 {$ 1�11U�411ll.lkQ�. 22 Article 4. CONTRACT TIME 23 4.1 Final Acceptance. 24 The Werk will be complete for Final.Acceptance within 365 days after the date when the 25 Contract Time commences to ran,as provided in Paragraph 2.03 of the General Conditions, 26 plus any extension thereof allowed in accordance with Article 12 of ilze Genar'al 27 Conditions. 28 4.2 Liquidated Dam ges 29 Contractor recognizes that time is of the essence for completion of Milestones,if any, and 30 to achieve FinaI Acceptance of the Work and City will suffer financial loss if the Werk is 31 not completed within the iinrc(s) specified in Paragraph 4..1 above. The. Contractor also ! 32 recognizes the delays, expenso and difficulties involved. in proving in a.legal.proceeding, 33 the actual loss suffered by the City if the Work is not completed on time. Accordingly, 34 instead of requiring any such proof, Contractor agrees that as liquidated damages for 35 delay (but not as a penalty), Contractor shrill pay City Three I4uA red — Fifteen cit 36 001100 Dollars M11.92).00 for each day that expires after the time specifiers in Paragraph 37 4:.1 for Final Acceptance until the City issues the Final Letter of Acceptance. i CITY OF(FORT WORTH UTILITY CUT REPAIR STANDARD C:Crn1~WRl)('['to N�pE(AFI(A-FIONDOCUMEATI'S CO TitACT20IS Revised I 1J.5-17 City Project No-UC-01 20.18 005243-2 Agreement i Page 2 of 5 38 Article 5. CONTRACT DOCUMENTS 39 5.1 CONTENTS: 40 A. The Contract I)aC-Unionts which comprise tete entire agreement between City and 41 Contractor concerning the Work consist of the following. 42 1. This Agreement. 43 2. Attachments to this Agreement: 44 a. Bid Form 45 1) Proposal Form: 46 2) Vendor Compliance to State Law Non-Resident Bidder 47 3) Prequaliffcafion Statement 48 4) State and Federal documents(project epee c) 49 b. Current Prevailing Wage Rate Table 50 c. Insrrmnee ACORD Form(s) I 51 d. Payment Bond 52 e. Pcrformance Bond 53 f. Maintenance Bond 54 g. Power of Attorney for the Bonds 55 h. Worker's Compensation Affidavit 56 i. MBE and/or SSE Utilization Form 57 3. General Conditions. 58 4. Supplementary Conditions, 59 5. Specifications specifically made a part of the Contract Documents by attachment 60 or, if not attached, as incorporated by xc ibrence and described in the Table of 61 Contents of'the Project's Contract Documents. 62 6. Drawings:. 63 7. Addenda. 64 8. Dooun cntationi submitted by Contractor prior to Notice of Award. 65 9. The following which rutty be delivered or issued after the Effective Date of the 66 Agreement and, if issued, become an incorporated part of'the Contract Documents: 67 a. Notice to.Proceed. 68 b. Field Orders. 69 c. Change Orders. 70 d. Letter of Final Acceptance. 71 72 Article 6.INDEhWIFICATION 73 6.1 Contractor covenants and agrees to indemnify, hold harmless .and defend, at its own 74 expense, the city, its officers, servants and employees, from and against any and all 75 claims arising out of, or alleged to arise out of,the work and services to be performed 76 by the contractor, ifs officers, agents, employees, subcontractors, licenses or invitees 4 77 tinder this contract. This indemnification provision is specifically intended to operate 78 and be effective even if it is alleged or proven that all or soma of the Hama es bent 79 sought were caused in whole or in part, ban act,coni si�on or tae ,li ence of the ci. . 80 This indemnity provision is intended to include, without Titivation., indemnity for 81 costs,expenses and legal fees incist-red by the city in defending,against such claims and 82 causes of actions. 83 CITY OF FOR1'1NMTH UTILITY CUT REPAID STANDARD COMMUCTION SPECIFICATION DOCUMENTS CON'IAACT 2018 Revised 11.15.17 City Project No.UC-012018 I 005243-3 Agreement Page 3 of 5 94 6.2 Contractor covenants and agrees to indemnify and hold harmless, at its oven expense, 85 the city,its officers,servants and employees,from and against any and all loss,damage 86 or destruction of property of the city,arising out of,or alleged to arise out of,the work 87 and services to be performed by the contractor, its officers, agents, employees, 88 subcontractors, licensees or invitees under this contract. This is 4omnification 89 provision is .specifically inteudad too erste and be effective even if it is alleged or 911 proventht l or some of tiara 4#mages bdng so ughl were caused in rvhol.e Cit in part, 9.1 bl any act omisiton or negligence of the city. 92 93 Article 7.AUSCELLANE,OUS 94 7.1 Terms. 95 Terms used in this Agreement which are defined in Article I of the General Conditions will 96 have the munnings indicated in the General Conditions. 97 7,2 Assignment of Contract. 98 This Agreement, including all of the Contract Documents may not be assigned by the i 99 Contractor without the advanced express written consent of-the City, 100 7.3 Successors and.Assigns. .101 City and Contractor each binds itself, its partners, successors, assigns and legal 102 representatives to the other party hereto, in respect to all covenants, agreements and 103 obligations contained in the Contract Documents. t04 7.4 Severability. 1=05 Any provision or ,part of the Contract Documents held to be unconstitutional, void or 10 unonforecable by a court of competent jurisdiction shall be deemed stricken, and all 107 remaining provisions shall continue to be valid and binding upon CITY and 108 CONTRACTOR:. 14.9 7.5 Governing Law and Venue. 1111 This Agrccment, including all of the Contract Documents is perlbrmable in the State of 1 1ti Texas. Venue shall be,Tarrant County, Texas, or the United States District Court for the 112 Northern District of Texas,Fort Worth Division, 113 7.6 Authority to Sign. r 114 Contractor shall attach evidence of authority to sign Agreement if signed by someone other 1.15 than the duly authorized signatory of the Contractor. 116 117 7.7 Prohibition.On Contracts With Companies Boycotting Israel. 118 Contractor acknowledges that in accordance with hapten 2270 of the 'Texas Government .119 Code, the City is prohibited Froin entering into a contract with a company for goods or I 120 Be"ices unless the contract contains a written verification from the company that it, (1) 12.1 does not boycott Israel;and(2)will not boycott Israel during the term of the contract. i C;17TY Or FtOKI WORT11 UTILITY CUT REPAIR STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS`I'S CONTRACT 2018 Revised 11.15.17 City Project No.UC-01 2018 i 005243-4 Agreement Page 4 of 5 122: 'rhe tents "boycott Israel"and"company"shall have the meanings:ascribed to those terms i 123 in Section 808.001 of the Texas Government Code. Py signing this contract, Contractor 124 vert#les that Contractor's signature ;provides written verification to the City drat 125 Contractor. (1) does not boycott Israel;and(2) will not boycott Israel during the terra of 12.6 the contract. 7.27 128 7.8 lin nrigrationNationality Act. 129 Contractor shall verify the identity and employment eligibility of its employees who 1.30 perform work under this Agreement, including completing the .Employment Eligibility 131 Verification Form(1-9). Upon request by City, Contractor shall provide City with copies of 132 all I-9 forams and supporting eligibility documentation for each employee who performs 133 work under this Agreement. Contractor shall adhere to all Federal said State laws as well as 134 establish appropriate procedures and controls so that no services will be,perroimed by any 13:5 Contractor employee who is not legally eligible to perforin such services. 13.6 CONTRACTOR SHALL INDEMNVY CITY .AND HOLD CITY HARMLESS 137 FR()M ANY PENALTIES, LIABILITIES, OR LOSSES DUE TO VIOLATIONS OF 138 THIS PARAGRAPH BY CONTRACTOR, CON`fRACTOR'S EMPLOYEES, 139 SUBCONTRACTORS, AGENTS, OR LICENSEES. City, upon written notice to 140 Contractor, shall have the right to inurlediately terminate this.Agmement for violations of 1.41 this provision by Contractor. 142 .143 7.9 No Third-Prtrty Beneficiaries. 144 This Agreement gives no rights or benefits to anyone other than the City and the Contractor- 14:5 and there are no third-party beneflciarim 146 147 7.10 No Cause of Action Against Engineer, 14B Contractor; its subcontractors and equipment and materials suppliers can the PROJECT or their 119 sur ics, shall maintain no direct action against the Engineer, .its officers, employees, and 1511 subcontractors, for any claim arising out of, in connection with, or resulting from the 1.51 engineering services performed, Only the City will be the beneficiary of any undertaking by 152 the Engineer. The presence or duties of the Engineer's personnel at a construction site, 153 whether-as on-site representatives or otberwise, do not matte the Engineer or its personnel 154 in any way responsible for those duties that belong to the City and/or the City's construction 155 contractors or other entities, and do not relieve the construction contractors or any other 156 entity of their abligalions, duties, and respaxisibilities, including, but not limited to, all 157 construction methods, means, techniques, sequences, and procedures necessary for 1.5=8 coordinating and completing all portions of the construction work in accordance with the i 159 Contract Documents and any health or safety precautions required by such construction. 1.60 work. The Engineer and its personnel have no authority to exerciser any control over any 161 constraDtion uuntizrlor or other entity or their employees in connection with their work or 162 any health or safety precautions. 1.63 164 SIGNATURE PAGE TO FOLLOW 165 CITY OF FORT WORTH UTILITY CUT REPAIR STANDARD CONSTRUCTION SPECINCATION DDCUM13NTS CONTRACT 20IS itevised 11.15.17 City Project No.LIC-0120:1.& 005243-5 Agreement Page 5 of 5 1.66 1,67 IN WITNESS WHEREOF, City and Conti-,actor have each executed this Agreement to be 168 t-fiective as of the, date subscribed by the City's designated Assistant City Manager("Effective 1..69 Date-). 170 Contractor: City of Fort W By: Jesus J.Chapa By: Assistant City Manager (signature) Date 0) ORT Attest: (Printed Ane) City secretary Title. (Seal) Addrm. 20 M&C-C,-fIVUR I Date: A04 Co I-Oki!) Cp r1t 1 Form 1295 No. *2018-4.1 City/state/zip.. Contract Compliance Manager., By signing, I acknowledge that I am the person responsible for the monitoring and Date admiaistration of this contract, including ensuring all performance and reporting Senior Professional Engineer A A to d as Form and Legality: a ':o 0 Dou as W.Black Assistant City Attorney 171 172 APPROVAL RECOMMENDED: 173 111"a 174 1 -/J L 175 Chas Harder,P.E. 176 DIRECTOR, 177 Water Department f7-8 OFFICIAL RECORD CITY SECRETARY, MY OF FORT WORTH EPA "P STANDARD MK3-F[tUCT10N SPFCTICATION DOCUMTNTS FT. W0=MC-' VMTRA 20'IR8 Devised 11.15.1'7 r TVjVT1 SIM M-01 2018 Bond Number 4423875 006113-1 PERFORMANCE BOND Page 1 of 2 1 SECTION 00 6113 p 2 PERFORMANCE BOND 3 4 THE STATE OF TEXAS § 5 § KNOW ALL BY THESE PRESENTS: 6 COUNTY OF TARRANT § Ft 7 I 8 That we, Westhill Construction, Inc. ,known as 9 "Principal"herein and SureTec Insurance Company , a corporate 10 surety(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 Worth, a 12 municipal corporation created pursuant to the laws of Texas,known as"City"herein,in the penal 13 sum of, Eight Hundred—Thousand and 001100 Dollars ($ 800,000.00 ),lawful money of 14 the United States,to be paid in Fort Worth,Tarrant County,Texas for the payment of which sum t 15 well and truly to be made,we bind ourselves, our heirs, executors,administrators, successors and i 16 assigns,jointly and severally,firmly by these presents. 17 WHEREAS, the Principal has entered into a certain written contract with the City 18 awarded the day of 4OV6Mft-'M. , 20-&,which Contract is hereby referred to and i 19 made a part hereof for all purposes as if fully set forth herein,to furnish all materials,equipment 20 labor and other accessories defined by law,in the prosecution of the Work, including any Change 21 Orders, as provided for in said Contract designated as Utility Cut Repair Contract 2018; City x 22 Praiect No.UC-012018 i 23 NOW,THEREFORE,the condition of this obligation is such that if the said Principal 24 shall faithfully perform it obligations under the Contract and shall in all respects duly and 25 faithfully perform the Work, including Change Orders,under the Contract, according to the plans, 26 specifications, and contract documents therein referred to, and as well during any period of 27 extension of the Contract that may be granted on the part of the City, then this obligation shall be ` 28 and become null and void, otherwise to remain in full force and effect. 29 PROVIDED FURTHER,that if any legal action be filed on this Bond,venue shall lie in 30 Tarrant County,Texas or the United States District Court for the Northern District of Texas,Fort 31 Worth Division. i CITY OF FORT WORTH UTILITY CUT REPAIR STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CONTRACT 2018 i Revised July 1,2011 City Project No.UC-01 2018 i 006113-2 PERFORMANCE BOND Page 2 of 2 1 This bond is made and executed in compliance with the provisions of Chapter 2253 of the 2 Texas Government Code, as amended, and all Iiabilities on this bond shall be determined in 3 accordance with the provisions of said statue. 4 IN WITNESS WHEREOF,the Principal and the Surety have SIGNED and SEALED 5 this instrument by duly authorized agents and officers on this the 25th day of 6 October 120 18 . 7 PRINCIPAL: I 8 Westhill Construction, Inc. i 9 1 I 111 BY: �i+c i 12 Signature 13 ATTEST: 14 15 16 (Principal)Secretary Name and Title 17 18 Address: P.O. Box 2016 19 Cleburne. TX 76033 20 21 I 22 Witness as to Principal 23 SURETY: 24 SureTec Insurance Company 25 26 't 27 BY: do 28 'ignature 29 30 Teresa Godsey, Attorney--laj:Fact 31 Name and Title 32 33 Address:9737 Great: Hills Trail a 34 Suite 320 35 Austin, TX 78759 36 37 fitness as. S rety Telephone Number: (512)732-0099__ 3� 39 40 41 *Note: If signed by an officer of the Surety Company, there must be on file a certified extract 42 from the by-laws showing that this person has authority to sign such obligation. If 43 Surety's physical address is different from its mailing address, both must be provided. 44 The date of the bond shall not be prior to the date the Contract is awarded. 45 i . i CITY OF FORT WORTH UTILITY CUT REPAIR STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CONTRACT 2018 Revised July 1,2011 City Project No.UC-01 2018 006114-1 PAYMENTBOND i BOND NUMBER 4423875 Page 1 of 1 SECTION 00 6114 2 PAYMENT BOND 3 4 THE STATE OF TEXAS § 5 § KNOW ALL BY THESE PRESENTS: 6 COUNTY OF TARRANT § 7 8 That we, Westhill Construction, Inc. known as r 9 "Principal" herein, and SureTec Insurance Company a 4 10 corporate surety (sureties), 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 Worth, a 12 municipal corporation created pursuant to the laws of the State of Texas, known as "City" herein, 13 in the penal sum of Eight Hundred — Thousand and 00/100 Dollars ($ 800,000.00), lawful x 14 money of the United States, to be paid in Fort Worth,Tarrant County, Texas, for the payment of pl 15 which sum well and truly be made, we bind ourselves, our heirs, executors, administrators, 16 successors and assigns,jointly and severally, firmly by these presents: I 17 WHEREAS,Principal has entered into a certain written Contract with City, awarded the r 18 {O day of 00'4eK?,yiE1Z , 20 k i.�_, which Contract is hereby referred to and 19 made a part hereof for all purposes as if fully set forth herein, to furnish all materials, equipment, 20 labor and other accessories as defined by law, in the prosecution of the Work as provided for in 21 said Contract and designated as Utility Cut Repair Contract 2018; City Protect No. UC-01 22 2018 i 23 NOW, THEREFORE, THE CONDITION OF THIS OBLIGATION is such that if - 24 Principal shall pay all monies owing to any (and all) payment bond beneficiary (as defined in 6 25 Chapter 2253 of the Texas Government Code, as amended) in the prosecution of the Work under i 26 the Contract, then this obligation shall be and become null and void; otherwise to remain in full 27 force and effect. 4 28 This bond is made and executed in compliance with the provisions of Chapter 2253 of the � 29 Texas Government Code, as amended, and all liabilities on this bond shall be determined in 30 accordance with the provisions of said statute. 31 CITY OF FORT WORTH UTILITY CUT REPAIR STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CONTRACT 2018 Revised July 1,2011 City Project No.UC-01 2018 L 006114-2 PAYMENT BOND Page 2 of 2 C 1 IN WITNESS WHEREOF, the Principal and Surety have each SIGNED and SEALED i 2 this instrument by duly authorized agents and officers on this the 25th day of 3 October 20 18 4 PRINCIPAL: Westhill Construction, Inc. ATTEST: BY: nature 41 (Principal) Secretary Name and Title Address: P.O. Box 2016 Cleburne, TX 76033 r _ fWitness as to Principal SURETY: Y SureTec Insurance Company ATTEST: BY: r Signature Teresa Godsey, Attornev-In-Fact (Surety) Secretary Name and Title Address: 9737 Great Hills Trail Suite 320 Austin, TX 78759 itness to urety Telephone Number: (5I2)732-0099 5 6 Note: If signed by an officer of the Surety, there must be on file a certified extract from the 7 bylaws showing that this person has authority to sign such obligation. If Surety's physical 8 address is different from its mailing address,both must be provided. 9 10 The date of the bond shall not be prior to the date the Contract is awarded. 11 END OF SECTION 12 t i CITY OF FORT WORTH UTILITY CUT REPAIR STANDARD CONSTRUCTION SPECIFICA'T'ION DOCUMENTS CONTRACT 2418 Revised July 1,2011 City Project No.UC--01 2018 r 0061 19-1 BOND NUMBER 4423875 MAINTENANCE BOND t Page I of 3 I 1 SECTION 00 6119 2 MAINTENANCE BOND 3 4 THE STATE OF TEXAS § 5 § KNOW ALL BY THESE PRESENTS: 6 COUNTY OF TARRANT § 7 8 That we Westhill Construction, Inc. ,known as 9 "Principal"herein and SureTec Insurance 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 Worth, a C 12 municipal corporation created pursuant to the laws of the State of Texas,known as "City"herein, 13 in the sum of.Eight Hundred-Thousand and 001100 Dollars ($_800,000.00),lawful money 14 of the United States,to be 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, 1 16 administrators,successors and assigns,jointly and severally, firmly by these presents. 17 j 18 WHEREAS,the Principal has entered into a certain written contract with the City awarded 19 the--: � day of oV Gt�l�• , 20-LB , which Contract is hereby 20 referred to and a made part hereof for all purposes as if fully set forth herein, to fumish all 21 :materials, equipment labor and other accessories as defined by law,in the prosecution of the j 22 Work,including any Work resulting from a duly authorized Change Order(collectively herein, 23 the"Work") as provided for in said contract and designated as Utility Cut Repair Contract 24 2018; City Proiect No.UC-012018; and 25 i 26 WHEREAS,Principal binds itself to use such materials and to so construct the Work in 27 accordance with the plans, specifications and Contract Documents that the Work is and will 28 remain free from defects in materials or workmanship for and during the period of two(2)years 29 after the date of Final Acceptance of the Work by the City("Maintenance Period"); and 30 C 31 WHEREAS,Principal binds itself to repair or reconstruct the Work in whole or in part r. I 32 upon receiving notice from the City of the need therefor at any time within the Maintenance 33 Period. 34 CITY OF FORT WORTH UTILITY CUT REPAIR STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CONTRACT 2018 Revised July 1,2011 City Project No.UC-01 2018 f 0061 I9--2 MAINTENANCE BOND Page 2 of 3 I NOW THEREFORE, the condition of this obligation is such that if Principal shall f 2 remedy any defective Work, for which timely notice was provided by City, to a completion 3 satisfactory to the City,then this obligation shall become null and void; otherwise to remain in 4 full force and effect. 5 6 PROVIDED,HOWEVER, if Principal shall fail so to repair or reconstruct any timely 7 noticed defective Work,it is agreed that the City may cause any and ail such defective Work to 8 be repaired and/or reconstructed with all associated costs thereof being borne by the Principal and 9 the Surety under this Maintenance bond; and 10 I1 PROVIDED FURTHER,that if any legal action be filed on this Bond,venue shall lie in 12 Tarrant County,Texas or the United States District Court for the Northern District of Texas,Fort 13 Worth Division; and 14 15 PROVIDED FURTHER,that this obligation shall be continuous in nature and 16 successive recoveries may be had hereon for successive breaches. 17 18 19 x I } r r I CITY OF FORT WORTH UTILITY CUT REPAIR STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CONTRACT 2018 Revised July 1,2011 City Project No.UC-01 2018 F 0061 19-3 MAINTENANCE BOND Page 3 of 3 ' 1 IN WITNESS WHEREOF,the Principal and the Surety have each SIGNED and SEALED this 2 instrument by duly authorized agents and officers on this the 25th day of 3 October , 20 18 4 5 PRINCIPAL: 6 Westhill Construction, Inc. 7 8 9 BY: �� I 10 L.A79nature 11 ATTEST: 12 13 i I'xpy_ 14 (Principal)Secretary Name and Title 15 16 Address: P•0. Box 2016 17 Cleburne, TX 76033 18 a 19 k 20 Witness as to Principal 21 SURETY: 22 SureTec Insurance Company i 2,3 24 25 BY:( 26signature 27 . 28 Teresa Godsey, Attorney--In—Fact 29 ATTEST: Name and Title i 30 31 Address: 9737 Great Hills Trail 32 (Surety)Secretary Suite 320 33 Austin, TX 78759 34 35 Vowess as n S rety Telephone Number: (51.2)732-0099 *Note: If signed by an officer of the Surety Company, there must be on file a certified extract F 38 from the by-laws showing that this person has authority to sign such obligation. If : 39 Surety's physical address is different from its mailing address, both must be provided. 40 The date of the bond shall not be prior to the date the Contract is awarded. I € 41 I Y 1 CITY OF FORT WORTH UTILITY CUT REPAIR i STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CONTRACT 2018 i Revised July 1,2011 City Project No.UC 012018 POA#: 4221056 SureTec Insurance Company l LBUTED POWER OF ATTORNEY ,Know All Afen by 77;&,re Presents, What SL R=C INSURANCE COMPANY (the "OompEmy"% is. norporation duly organized and existing under tlu laws of tho State of Texas, and having its principal office in Houstun, Hanle C_nuniy, 'Texas, tions by thestl presenO �';anile, conmiku#e and appoint t Torasa Godley, Scott McCluer Miller, Kalil Wishap03endle its tato and lewful Attomet y-in-feet* with fitU power and authurhy hereby con&rrad ha its name. place and steads, to oxeoute, acknowledge and deliver atty aad all bonds, rocog iimnrw, undertakings or othor ins"mtmfs-or contracts of suretyship to-include waivers to the conditimxs of contracts and consents of-surety for,providing the bond pmalty does-adt:Wxeed Five PAII'llon and M100 Dollars(35,000,000.00) and to bind the Cotapany themby as #id)y and w tho same extent ns if such bond were signed by the Prtsidt nt scaled with the oorporata 4ea1 of the Company aAd duly attested by its Seoi?otory, hereby rRlifAF,and confimLing all that tho said Attormoyr-irn-)Fact may do in the pmmtnisw. snid appointrneut stall continue in force unffl Ir)-3Ir4la and is made under and by authority of the following msolutiona of the Board of Directors of the SureTetf Tnsura110e Coup$ny< Be tt JReaolue4. Iha[the President, any Vice-Prosidmt any Assisbant Vicp-President, airy Secretary or auy Assistant.Seomtary shaU be,, and is ' hereby "Mod with full power Lad authority to xp1mint any one or mora sni1,LbIo persons as Attora.ey(s)4u-Fact to represent and not for end on ficbalf of the company subjevl to Rhe following pravfs]mzy' A11fxr?ak()FF=e may be-gtvea ball power and authority for and in the nairte of and of behulf of the Com[uny, to cxdoutc, aClmowJedgc and deliver. any and nit bonds, racopizonoc3,vontmcts,agrmments or iudeiunhy aced other conditional or obiigatflry undrriafdngs and ani+and a]I " notlees and documents cflnczllrg or terminating the Company's 11ablllty thercundor, end nay such instnm$nt� su cxecuted by eary sLielti Atturncj�-m-Faai shall he hinding upon the Unipwy as If signcsd by I ho President aad sealed and effected by the CorpairuW 5eorctury Be ff Rewived that the signwtvee of any attthatizai officer nod seal of the Company lmra fore or herea ftw affixed tri any power of attorney ur any wrdrante relating thereto by fticsimilo, and any power of attorney or terttf cute bring£ausimilo si gnaturc or facsimile scat shall ba valid find binding upon the Company with 'Gaped ie nay bond or undemking to which it Is attac1cd, (Adopted ar a vjeeltag held an z0or af.Sl�fl, l992j In Wkness Whereof,, S LIRE- 13C INSURANCE CONRANY has caused these pme nts f be smell by its President, a -ts corpoiute.seal to be hereto affixed this aiw day of.tune , A-D, 2017 . SURETEC; WRAN C y 1 Stnta of Tcxus ss: L, LU z foals Kno ., t�c—Si d t jI County of Hurls On this 21V day of June, ALT), 2017 haforo mo personally came Soho Knox Jr.. to the known, who,being by me y sworn, did depose md soy,that he rWide3 in Honstonr 'faxes; tbal Jtie is Preaid"t of t3t_iFXTEC INSURANCE C01WANY, thfl company described iu and L4rhich executed [he uoove instromem;thin he kntrws the sea] of sold ConVnny; tt,ut the seal affixed io said instrument is such wrporwe scat;that it was so affixed by ants.'of the + Dowd orDireotars of said Company,anti that he sigucd his name thereto by likz order. j *,uk it i Pt1,t+r 0� JACatIEL'lN GREr:hlLEAr ? r sNoterY Public, Stela of Texas Comm.i<xpir545-te-2021 '• artt;4ti` ko#arYIResOt ♦�2J� �Ia€t; Iyt4Oreenleiaf,NothryPuhIi� 14J[y+cumin cion oxpkm May Is, 2021 L ML Bi-mt Beaty,Assistsm Secretary of SURFFEC INSCIRANC t C(]N9ANY,do booby antify that tho aboye atrue and foregoing iz.a anti oornmt copy Df a Power of Attorney,exocutL.-d by shj.Cd Company, which is still in Itl foto'and effect; and futtliexittomp the resolutions oflho E=M of D!racalurs,set out W tht_Power of Amrnty are to ful i£orec aztid cffbuL Given under my hind and the seal of said Compkiny xt 1Ioustort, Texas this 25tb day of_ Oe k bar /20 IS A.JD. l 3 Pd.Brent Idea tyY Xsdstant sec etary Any Inatrurnent issued in.excess of the penalty sfat4d above Is totaaiV void and w1fliout ani'valldilty. For varlitaatlon of the authorlty of this power you may walk[713) 612-I}g{}D ony business day bnfwoert B.,00 am and 6;Do pm CST. I I t I WESTCON-05 TGODSEY CERTIFICATE OF LIABILITY INSURANCE D 10/26 /20 8 MMIDDNYYY1 CHIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER.THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES i BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S),AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder is an ADDITIONAL INSURED,the policy(les)must have ADDITIONAL INSURED provisions or be endorsed. If SUBROGATION IS WAIVED, subject to the terms and conditions of the policy,certain policies may require an endorsement. A statement on J this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). jf PRODUCER License 4 4682 CONTACT NAME: Fort Worth,TX-Hub International Insurance Services PHONE FAX (A1C,No,E :(847)820-8100 [Ata No):(847)870-0310 421 West Third Street,Suite 800 E-MAIL _ Fort Worth,TX 76102 ADDRESS:ftw.service@hubinternational.com INSURERS AFFORDING COVERAGE NAIC# _ wsuRERA:Amerisure Mutual Insurance Company 23396 INSURED _ f INSURERB:Amerisure Insurance Company 19488 Westhill Construction,Inc. INSURER 0: 402 N.Border INSURER 11): Cleburne,TX 76033 INSURER E INSURER F: COVERAGES CERTIFICATE NUMBER: REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSR ADDL SUBR POLICY EFF POLICY EXP LTR TYPE OF INSURANCE IN D Wyn POLICY NUMBER D❑ M !DD LIMITS A X COMMBRCIALGFNERALLIABILITY EACH OCCURRENCE $ 1,000,000 CLAIMS-MADE OCCUR CPPI3240961902 02/28/2018 02/28/2019 DAMAGE TO RENTED 100,000 PREMISES Fa occurrence $ _ f MED EXP(Any oneperson) $ 500 PERSONAL&ADV INJURY 1,000,000 GEN'L AGGREGATE LIMIT APPLIES PER: GENERAL AGGREGATE $ 2,000,000 i POLICY jEj-- LOG PRODUCTS-COMPIOPAGG $ 2 000 000 ill OTHER. EMPLOYEE BENEFI $ 1,000,000 A AUTOMOBILE LIABILITY - COMBINED SINGLE LIMIT 1,000.000; Fa accident)5 X ANYAUTD CA13240952002 02/28/2018 02128/2019 BODILY INJURY Perperson) $ OWNED SCHEDULED _ AUTOS ONLY AU�TOpSWN p BODILY INJURY Per accident $ AUFOS ONLY _ M-IS ONLY Pe0aerldentDAMAGF $ i2 B X UMBRELLA LIAB X OCCUR EACH OCCURRENCE $ 1,000,000 + EXCESS LIAR CLAIMS-MADE CU13240971901 02/28/2018 02/28/2019 AGGREGATE $ 1,000'000 DED i X I RETENTIDN$ 0 $ B WORKERS COMPENSATION xOTH- AND EMPLOYERS`LIABILITY STATUTE ER YIN WC201872914 02/28/2018 02/28/2019 1,000,000 +jf ANY PROPRIFTORfPARTNER/EXECUTIVE N 1 A E.L.EACH ACCIDENT $ MF ndaloM in NH}EXCLUDED? E.L.DISEASE-FA EMPLOYE $ 1,000,000 If yes,descs be under — _.._-, _ --..----- 000,000 DESCRIPTIONOFOPERATIONS below E.L.DISEASE-POLICY LIMIT $ DESCRIPTION OF OPERATIONS I LOCATIONS I VEHICLES ( 101,Addllional Remarks Schedule,may be attached if more space is required) The General Liability and Auto Liability policies includes a blanket automatic additional insured endorsement that provides additional insured status to the certificate holder only when there is a written contract between the named insured and the certificate holder that requires such status subject to policy terms t and conditions. The General Liability,Auto Liability and Workers Comp policies includes a blanket automatic waiver of subrogation endorsement that provides this feature only when there is a written contract between the named insured and the certificate holder that requires it subject to policy terms and conditions.The General Liabilityand automobile liability policies contain a special endorsement with"Primary and Noncontributory"wording subjectto policy terms and conditions.Genera[liability policy has the additional insured endorsement number CG 20 10 11 85.General liability policy has blanket contractual liability-railroads coverage when required by written contract.Genera[liability policy has a severability of interest clause.The General Liability,Automobile t SEE ATTACHED ACORD 101 CERTIFICATE HOLDER CANCELLATION 1 SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE City Of Fort Worth Texas THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN ACCORDANCE WITH THE POLICY PROVISIONS. ATTN:J.Chris Underwood 1000 Throckmorton Street iFort Worth,TX 76102 AUTHORIZED REPRESENTATIVE 1 ACORD 25(2016103) ©1988-2015 ACORD CORPORATION. All rights reserved. 1 The ACORD name and logo are registered marks of ACORD AGENCY CUSTOMER ID:WESTCON-05 TGODSEY LOC#: 1 -- �� $` ADDI` 1014AL REMARKS SCHEDULE Page 1 of 1 AGENCY License#4682 NAMED INSURED Fort Worth,TX-Hub International Insurance Services Westhill Construction,Inc. 402 N.Border POLICY NUMBER (Cleburne,TX 76033 EE PAGE 1 CARRIER NAI.CODE EE PAGE 1 ISEE P 1 EFFECTIVE DATE:SEE PAGE 1 ADDITIONAL REMARKS THIS ADDITIONAL REMARKS FORM IS A SCHEDULE TO ACORD FORM, FORM NUMBER: ACOR0 25 FORM TITLE: Certificate of Lfahility Insurance Description of Operations]LocationsNehicles: Liability and Workers Compensation policies include a blanket notice of cancellation to certificate holder's endorsement, providing for 30 days'advance notice if the policy is canceled by the company other than for nonpayment of premium, 10 days'notice after the policy is canceled for nonpayment of premium. The Umbrella Policy Follows Farm. RE: Project fi#UC-01 2018-Utility Cut Repair Contract 2018 Certificate Holder is The City of Fort Worth,Texas, its Officers,Employees,and Servants. ACORD 101 (2008101) ©2008 ACORD CORPORATION. All rights reserved. The ACORD name and logo are registered marks of ACORD STANDARD GENERAL CONDITIONS ' OF THE CONSTRUCTION CONTRACT c i 1 f I l l CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision;Mwuary2,2016 STANDARD GENERAL CONDITIONS OF THE CONSTRUCTION CONTRACT TABLE OF CONTENTS Page Article 1 --Definitions and Terminology.......................................................................................................... 1 1.01 Defined Terrns............................................................................................................................... l 1.02 Terminology..................................................................................................................................6 Article 2--Preliminary Matters.........................................................................................................................7 2.01 Copies of Documents....................................................................................................................7 2.02 Commencement of Contract Time; Notice to Proceed................................................................7 2.03 Starting the Work..........................................................................................................................8 2.04 Before Starting Construction........................................................................................................8 2.05 Preconstruction Conference..........................................................................................................8 2.06 Public Meeting..............................................................................................................................8 2.07 Initial Acceptance of Schedules....................................................................................................8 Article 3—Contract Documents: Intent,Amending,Reuse............................................................................8 3.01 Intent..............................................................................................................................................8 3.02 Reference Standards......................................................................................................................9 3.03 Reporting and Resolving Discrepancies.......................................................................................9 3.04 Amending and Supplementing Contract Documents.................................................................10 3.05 Reuse of Documents............................................................ ................10 3.06 Electronic Data............................................................................................................................11 Article 4—Availability of Lands; Subsurface and Physical Conditions;Hazardous Environmental Conditions; Reference Points.................. 11 ......................................................................................... 4.01 Availability of Lands .................................................................................................................. 11 4.02 Subsurface and Physical Conditions ..........................................................................................12 4.03 Differing Subsurface or Physical Conditions.............................................................................12 4.04 Underground Facilities ...............................................................................................................13 4.05 Reference Points .........................................................................................................................14 4.06 Hazardous Environmental Condition at Site.............................................................................. 14 Article5—Bonds and Insurance ..................................................................................................................... 16 5.01 Licensed Sureties and Insurers ...............................................................................•---................ 1.6 5.02 Performance, Payment, and Maintenance Bonds....................................................................... 16 5.03 Certificates of Insurance.............................................................................................................16 5.04 Contractor's Insurance................................................................................................................1.8 5.05 Acceptance of Bonds and Insurance; Option to Replace...........................................................19 Article 6—Contractor's Responsibilities........................................................................................................19 6.01 Supervision and Superintendence...............................................................................................19 CrrY OF FORT WORT13 STANDARDCONSTRUC110N SPECIFICATION DOCUMENTS Revision:F xuwy 2,2016 I 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 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 Article7-Other Work at the Site...................................................................................................................35 I 7.01 Related Work at Site...................................................................................................................35 7.02 Coordination................................................................................................................................36 I 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 Site..................................................................•----.........................................................37 9.03 Authorized Variations in Work..................................................................................................38 9.04 Rejecting Defective Work..........................................................................................................38 9.05 Determinations for Work Performed..........................................................................................38 9.06 Decisions on Requirements of Contract Documents and Acceptability of Work.....................38 CITY OF FORT WORTH STANDARD CONSTRUCnON SPECIFICATION DOCUMENTS Revision:Fdwuwy2,2016 Article 10-Changes in the Work;Claims;Extra Work................................................................................38 10.01 Authorized Changes in the Work...............................................................................................38 10.02 Unauthorized Changes in the Work...........................................................................................39 10.03 Execution of Change Orders.......................................................................................................39 10.04 Extra Work..................................................................................................................................39 10.05 Notification to Surety..............................................................................................•-----..............39 10.06 Contract Claims Process.............................................................................................................40 Article I 1 --Cost of the Work;Allowances; Unit Price Work;Plans Quantity Measurement......................41 11.01 Cost of the Work.....................................................................................................................---.41 11.02 Allowances..................................................................................................................................43 11.03 Unit Price Work..........................................................................................................................44 11.04 Plans Quantity Measurement......................................................................................................45 Article 12-Change of Contract Price; Change of Contract Time.................................................................46 12.01 Change of Contract Price............................................................................................................46 12.02 Change of Contract Time............................................................................................................47 12.03 Delays..........................................................................................................................................47 Article 13-Tests and Inspections; Correction, Removal or Acceptance of Defective Work......................48 13.01 Notice of Defects ........................................................................................................................48 13.02 Access to Work...........................•-------.---•---•-•-----------------------------....--•-•-........--•--.........................48 13.03 Tests and Inspections..................................................................................................................48 13.04 Uncovering Work........................................................................................................................49 13.05 City May Stop the Work.............................................................................................................49 13.06 Correction or Removal of Defective Work................................................................................50 13.07 Correction Period........................................................................................................................50 13.08 Acceptance of Defective Work...................................................................................................51 13.09 City May Correct Defective Work.............................................................................................51 Article 14-Payments to Contractor and Completion....................................................................................52 14.01 Schedule of Values...........................................................................................................••-----....52 14.02 Progress Payments......................................................................................................................52 14.03 Contractor's Warranty of Title...................................................................................................54 14.04 Partial Utilization........................................................................................................................55 14.05 Final Inspection...........................................................................................................................55 14.06 Final Acceptance.........................................................................................................................55 14.07 Final Payment..............................................................................................................................56 14.08 Final Completion Delayed and Partial Retainage Release ........................................................56 14.09 Waiver of Claims....-•---•..............................................................................................................57 Article 15-Suspension of Work and Termination........................................................................................57 15.01 City May Suspend Work.............................................................................................................57 15.02 City May Terminate for Cause...................................................................................................58 15.03 City May Terminate For Convenience.......................................................................................60 Article 16-Dispute Resolution............................ 16.01 Methods and Procedures.............................................................................................................61 CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision:l dxua y2,201 b Article17—Miscellaneous..............................................................................................................................62 17.01 Giving Notice..............................................................................................................................62 1.7.02 Computation of Times................................................................................................................62 17.03 Cumulative Remedies.................................................................................................................62 17.04 Survival of Obligations...............................................................................................................63 17.05 Headings......................................................................................................................................63 I CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICA'T'ION DOCUMENTS Revision:F bnmry2,2016 007200-1 C+ENERAL CONDITIONS Page 1 of 63 ARTICLE 1—DEFINITIONS AND TERMINOLOGY 1.01 Defined Terms A. Wherever used in these General Conditions or in other Contract Documents, the terms listed below have the meanings indicated which are applicable to both the singular and plural thereof, and words denoting gender shall include the masculine, feminine and neuter. Said terms are generally capitalized or written in italics, but not always. When used in a context consistent with the definition of a listed-defined term, the term shall have a meaning as defined below whether capitalized or italicized or otherwise. In addition to terms specifically defined, terms with initial capital letters in the Contract Documents include references to identified articles and paragraphs, and the titles of other documents or forms. 1. Addenda—Written or graphic instruments issued prior to the opening of Bids which clarify, correct, or change the Bidding Requirements or the proposed Contract Documents. 2. Agreement—The written instrument which is evidence of the agreement between City and Contractor covering the Work. 3. Application for Payment—The form acceptable to City which is to be used by Contractor during the course of the Work in requesting progress or final payments and which is to be accompanied by such supporting documentation as is required by the Contract Documents. 4. Asbestos Any material that contains more than one percent asbestos and is friable or is releasing asbestos fibers into the air above current action levels established by the United States Occupational Safety and Health Administration. S. 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. Buzzsaw—City's on-line, electronic document management and collaboration system. 12. Calendar Day—A day consisting of 24 hours measured from midnight to the next midnight. CITY OF FORT WORTH STANDARD CONS'TRUCT'ION SPECIFICATION DOCUMENTS Revision:Febnaay 2,2016 4 007200-1 GENERAL CONDITIONS Page 2 of 63 13. 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. 1.4. 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. 15. City Attorney — The officially appointed City Attorney of the City of Fort Worth, Texas, or his duly authorized representative. 16. City Council - The duly elected and qualified governing body of the City of Fort Worth, Texas. 17. City Manager — The officially appointed and authorized City Manager of the City of Fort Worth,Texas, or his duly authorized representative. 18. Contract Claim—A demand or assertion by City or Contractor seeking an adjustment of Contract Price or Contract Time, or both, or other relief with respect to the terms of the Contract. A demand for money or services by a third party is not a Contract Claim. 19. Contract The entire and integrated written document between the City and Contractor concerning the Work. The Contract contains the Agreement and all Contract Documents and supersedes prior negotiations,representations,or agreements, whether written or oral. 20. 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. 21. 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). 22. Contract Time—The number of days or the dates stated in the Agreement to: (i) achieve Milestones, if any and (ii) complete the Work so that it is ready for Final Acceptance. 23. Contractor The individual or entity with whom City has entered into the Agreement. 24. Cost of the Work—See Paragraph 11.01 of these General Conditions for definition. =OF FORT WORTH STANDARDCONS`I"RUCTION SPECIFICATION DOCUMENTS 3 Revision:Rema y 2,2016 007200-1 GENERAL CONDMONS Page 3 of 63 25. 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. 26. Day or day—A day,unless otherwise defined, shall mean a Calendar Day. 27. 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. 28. 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. 29. 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. 30. 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. 31. 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. 32. 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. 33. 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. 34. Engineer—The licensed professional engineer or engineering firm registered in the State of Texas performing professional services for the City. 35. 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. 36. 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. 37. 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 STAN DARDCONSfRUCI'ION SPECIFICATION DOCUMENTS Revision:FebmayZ 2016 007200-1 GENERAL CONDITIONS Page 4 of 63 38. Final Inspection — Inspection carried out by the City to verify that the Contractor has completed the Work, and each and every part or appurtenance thereof, fully, entirely, and in conformance with the Contract Documents. 39. General Requirements---Sections of Division 1 of the Contract Documents. 40. 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. 41. Hazardous Waste—Hazardous waste is defined as any solid waste listed as hazardous or ! possesses one or more hazardous characteristics as defined in the federal waste regulations, as amended from time to time. I 42. 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. 43. Liens Charges, security interests, or encumbrances upon Project funds, real property, or personal property. 44. Major Item—An Item of work included in the Contract Documents that has a total cast equal to or greater than 5% of the original Contract Price or$25,000 whichever is less. 45. Milestone—A principal event specified in the Contract Documents relating to an intermediate Contract Time prior to Final Acceptance of the Work. 46. 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. 47. 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. 48. PCBs--Polychlorinated biphenyls. 49. 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. 50. Plans—See definition of Drawings. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision:Febmary2,2016 007200-1 GENERAL CONDITIONS Page 5 of 63 51. Project Schedule—A schedule, prepared and maintained by Contractor, in accordance with the General Requirements, describing the sequence and duration of the activities comprising the Contractor's plan to accomplish the Work within the Contract Time. 52. Project—The Work to be performed under the Contract Documents. 53. Project Manager--The authorized representative of the City who will be assigned to the Site. 54. 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. 55. 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. 56. Regular Working Hours — Hours beginning at 7:00 a.m. and ending at 6:00 p.m., Monday thru Friday(excluding legal holidays). 57. 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. 58. 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. 59. 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. 60. Site—Lands or areas indicated in the Contract Documents as being furnished by City upon which the Work is to be performed, including rights-of-way, permits, and easements for access thereto, and such other lands furnished by City which are designated for the use of Contractor. 61. 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. 62. 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. CrrY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision:Febmaty 2,2016 007200-l GENERAL CONDITIONS Page 6 of 63 63. 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. 64. Successful Bidder—The Bidder submitting the lowest and most responsive Bid to whom City makes an Award. 65. Superintendent The representative of the Contractor who is available at all times and able to receive instructions from the City and to act for the Contractor. 66. Supplementary Conditions—That part of the Contract Documents which amends or supplements these General Conditions. 67. Supplier—A manufacturer, fabricator, supplier, distributor, materialman, or vendor having a direct contract with Contractor or with any Subcontractor to furnish materials or equipment to be incorporated in the Work by Contractor or Subcontractor. 68. Underground Facilities--All underground pipelines, conduits, ducts, cables, wires, manholes, vaults, tanks, tunnels, or other such facilities or attachments, and any encasements containing such facilities, including but not limited to, those that convey electricity, gases, steam, liquid petroleum products, telephone or other communications, cable television, water, wastewater,storm water, other liquids or chemicals,or traffic or other control systems. 69. Unit Price Work—See Paragraph 11.03 of these General Conditions for definition. 70. Weekend Working Hours — Hours beginning at 9:00 a.m. and ending at 5:00 p.m., Saturday, Sunday or legal holiday, as approved in advance by the City. 71. Work The entire construction or the various separately identifiable parts thereof required to be provided under the Contract Documents. Work includes and is the result of performing or providing all labor, services, and documentation necessary to produce such construction including any Change Order or Field Order, and furnishing, installing, and incorporating all materials and equipment into such construction, all as required by the Contract Documents. 72. Working Day—A working day is defined as a day, not including Saturdays, Sundays,or legal holidays authorized by the City for contract purposes, in which weather or other conditions not under the control of the Contractor will permit the performance of the principal unit of work underway for a continuous period of not less than 7 hours between 7 a.m. and 6 p.m. 1.02 Terminology A. The words and terms discussed in Paragraph 1.02.B through E are not defined but, when used in the Bidding Requirements or Contract Documents,have the indicated meaning. B. Intent of Certain Terms or Adjectives: CPPV OF FORT WORTH STANDARD CONS7RUMION SPECIFICATION DOCUMENTS Revision:February 2,2016 1 007200-1 GENERAL CONDITIONS Page 7 of 63 1. The Contract Documents include the terms "as allowed," "as approved," "as ordered," "as directed" or terms of like effect or import to authorize an exercise of judgment by City. In addition, the adjectives "reasonable," "suitable," "acceptable," "proper," "satisfactory," or adjectives of like effect or import are used to describe an action or determination of City as to the Work. It is intended that such exercise of professional judgment, action, or determination will be solely to evaluate, in general, the Work for compliance with the information in the Contract Documents and with the design concept of the Project as a functioning whole as shown or indicated in the Contract Documents (unless there is a specific statement indicating otherwise). C. Defective: 1. The word "defective," when modifying the word "Work," refers to Work that is unsatisfactory,faulty,or deficient in that it: a. does not conform to the Contract Documents; or b. does not meet the requirements of any applicable inspection, reference standard, test, or approval referred to in the Contract Documents;or c. has been damaged prior to City's written acceptance. D. Furnish, Install, Perform, Provide: 1. The word "Furnish" or the word "Install" or the word "Perform" or the word "Provide" or the word "Supply," or any combination or similar directive or usage thereof, shall mean furnishing and incorporating in the Work including all necessary labor, materials, equipment, and everything necessary to perform the Work indicated, unless specifically limited in the context used. E. Unless stated otherwise in the Contract Documents, words or phrases that have a well-known technical or construction industry or trade meaning are used in the Contract Documents in accordance with such recognized meaning. ARTICLE 2—PRELIMINARY MATTERS 2.01 Copies of Documents City shall furnish to Contractor one (1) original executed copy and one (1) electronic copy of the Contract Documents, and four (4) additional copies of the Drawings. Additional copies will be furnished upon request at the cost of reproduction. 2.02 Commencement of Contract Time;Notice to Proceed The Contract Time will commence to run on the day indicated in the Notice to Proceed. A Notice to Proceed may be given at any time within 14 days after the Effective Date of the Agreement. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision:Febmmy12016 00 7200-t GENERAL CONDITIONS Page 8 of 63 2.03 Starting the Work Contractor shall start to perform the Work on the date when the Contract Time commences to run. No Work shall be done at the Site prior to the date on which the Contract Time commences to run. 2.04 Before Starting Construction Baseline Schedules: Submit in accordance with the Contract Documents, and prior to starting the Work. 2.05 Preconstruction Conference Before any Work at the Site is started, the Contractor shall attend a Preconstruction Conference as specified in the Contract Documents. 2.06 Public Meeting Contractor may not mobilize any equipment, materials or resources to the Site prior to Contractor attending the Public Meeting as scheduled by the City. 2.07 Initial Acceptance of Schedules No progress payment shall be made to Contractor until acceptable schedules are submitted to City in accordance with the Schedule Specification as provided in the Contract Documents. ARTICLE 3—CONTRACT DOCUMENTS: INTENT,AMENDING,REUSE 3.01 Intent A. The Contract Documents are complementary; what is required by one is as binding as if required by all. B. It is the intent of the Contract Documents to describe a functionally complete project (or part thereof) to be constructed in accordance with the Contract Documents. Any labor, documentation, services, materials, or equipment that reasonably may be inferred from the Contract Documents or from prevailing custom or trade usage as being required to produce the indicated result will be provided whether or not specifically called for, at no additional cost to City. C. Clarifications and interpretations of the Contract Documents shall be issued by City. D. The Specifications may vary in form, format and style. Some Specification sections may be written in varying degrees of streamlined or declarative style and some sections may be relatively narrative by comparison. Omission of such words and phrases as "the Contractor shall," "in conformity with," "as shown," or "as specified" are intentional in streamlined { sections. Omitted words and phrases shall be supplied by inference. Similar types of provisions may appear in various parts of a section or articles within a part depending on the format of the CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision:Frbmary2,2016 (07200-1 GENERAL CONDITIONS Page 9 of 63 section. The Contractor shall not take advantage of any variation of form, format or style in making Contract Claims. E. The cross referencing of specification sections under the subparagraph heading "Related Sections include but are not necessarily limited to:" and elsewhere within each Specification section is provided as an aid and convenience to the Contractor. The Contractor shall not rely on the cross referencing provided and shall be responsible to coordinate the entire Work under the Contract Documents and provide a complete Project whether or not the cross referencing is provided in each section or whether or not the cross referencing is complete. 3.02 Reference Standards A. Standards, Specifications, Codes,Laws, and Regulations 1. Reference to standards, specifications, manuals, or codes of any technical society, organization, or association, or to Laws or Regulations, whether such reference be specific or by implication, shall mean the standard, specification, manual, code, or Laws or Regulations in effect at the time of opening of Bids (or on the Effective Date of the Agreement if there were no Bids), except as may be otherwise specifically stated in the Contract Documents. 2. No provision of any such standard, specification, manual, or code, or any instruction of a Supplier, shall be effective to change the duties or responsibilities of City, Contractor, or any of their subcontractors, consultants, agents, or employees, from those set forth in the Contract Documents. No such provision or instruction shall be effective to assign to City, or any of its officers, directors, members, partners, employees, agents, consultants, or subcontractors, any duty or authority to supervise or direct the performance of the Work or any duty or authority to undertake responsibility inconsistent with the provisions of the Contract Documents. 3.03 Reporting and Resolving Discrepancies A. Reporting Discrepancies: 1. Contractor's Review of Contract Documents Before Starting Work: Before undertaking each part of the Work, Contractor shall carefully study and compare the Contract Documents and check and verify pertinent figures therein against all applicable field measurements and conditions. Contractor shall promptly report in writing to City any conflict, error, ambiguity, or discrepancy which Contractor discovers, or has actual knowledge of, and shall obtain a written interpretation or clarification from City before proceeding with any Work affected thereby. 2. Contractor's Review of Contract Documents During Performance of Work: If, during the performance of the Work, Contractor discovers any conflict, error, ambiguity, or discrepancy within the Contract Documents, or between the Contract Documents and (a) any applicable Law or Regulation , (b) any standard, specification, manual, or code, or (c) any instruction of any Supplier, then Contractor shall promptly report it to City in writing. Contractor shall not proceed with the Work affected thereby (except in an emergency as required by Paragraph CITY OR FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision:Pebmiy2,2016 007200-1 GENERAL CONDITIONS Page 10 of 63 i 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. i 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 Pians shall govern over those shown in the proposal. 3.04 Amending and Supplementing Contract Documents A. The Contract Documents may be amended to provide for additions, deletions, and revisions in the Work or to modify the terms and conditions thereof by a Change Order. B. The requirements of the Contract Documents may be supplemented, and minor variations and deviations in the Work not involving a change in Contract Price or Contract Time, may be authorized, by one or more of the following ways: 1. A Field Order; 2. City's review of a Submittal(subject to the provisions of Paragraph 6.18.C); or 3. City's written interpretation or clarification. 3.05 Reuse of Documents A. Contractor and any Subcontractor or Supplier shall not: 1. have or acquire any title to or ownership rights in any of the Drawings, Specifications, or other documents (or copies of any thereof) prepared by or bearing the seal of Engineer, including electronic media editions; or 2. reuse any such Drawings, Specifications, other documents, or copies thereof on extensions of the Project or any other project without written consent of City and specific written verification or adaptation by Engineer. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision:Febmary2,2016 00 7200-1 GENERAL CONDITIONS Page 11 of 63 B. The prohibitions of this Paragraph 3.05 will survive final payment, or termination of the Contract. Nothing herein shall preclude Contractor from retaining copies of the Contract Documents for record purposes. 3.06 Electronic Data A. Unless otherwise stated in the Supplementary Conditions, the data furnished by City or Engineer to Contractor, or by Contractor to City or Engineer, that may be relied upon are limited to the printed copies included in the Contract Documents (also known as hard copies) and other Specifications referenced and located on the City's Buzzsaw site. Files in electronic media format of text, data, graphics, or other types are furnished only for the convenience of the receiving party. Any conclusion or information obtained-or derived from such electronic files will be at the user's sole risk. If there is a discrepancy between the electronic files and the hard copies,the hard copies govern. B. When transferring documents in electronic media format, the transferring party makes no representations as to long term compatibility, usability, or readability of documents resulting from the use of software application packages, operating systems, or computer hardware differing from those used by the data's creator. ARTICLE 4—AVAILABILITY OF LANDS; SUBSURFACE AND PHYSICAL CONDITIONS; HAZARDOUS ENVIRONMENTAL CONDITIONS;REFERENCE POINTS 4.01 Availability of Lands A. City shall furnish the Site. City shall notify Contractor of any encumbrances or restrictions not of general application but specifically related to use of the Site with which Contractor must comply in performing the Work. City will obtain in a timely manner and pay for easements for permanent structures or permanent changes in existing facilities. 1. The City has obtained or anticipates acquisition of and/or access to right-of-way, and/or easements. Any outstanding right-of-way and/or easements are anticipated to be acquired in accordance with the schedule set forth in the Supplementary Conditions. The Project Schedule submitted by the Contractor in accordance with the Contract Documents must consider any outstanding right-of-way, and/or easements. 2. The City has or anticipates removing and/or relocating utilities, and obstructions to the Site. Any outstanding removal or relocation of utilities or obstructions is anticipated in accordance with the schedule set forth in the Supplementary Conditions. The Project Schedule submitted by the Contractor in accordance with the Contract Documents must consider any outstanding utilities or obstructions to be removed, adjusted, and/or relocated by others. B. Upon reasonable written request, City shall furnish Contractor with a current statement of record legal title and legal description of the lands upon which the Work is to be performed. CM OF FORT WORTH STANDARDCONSTRUCTION SPECIFICATION DOCUMENTS Revision:Fehmaiy 2,2016 007200-1 GENERAL CONDITIONS Page 12 of 63 C. Contractor shall provide for all additional lands and access thereto that may be required for construction facilities or storage of materials and equipment. 4,02 Subsurface and Physical Conditions A. Reports and Drawings: The Supplementary Conditions identify: 1. those reports known to City of explorations and tests of subsurface conditions at or contiguous to the Site; and 2, those drawings known to City of physical conditions relating to existing surface or subsurface structures at the Site(except Underground Facilities). B. Limited Reliance by Contractor on Technical Data Authorized: Contractor may rely upon the accuracy of the "technical data" contained in such reports and drawings, but such reports and drawings are not Contract Documents. Such "technical data" is identified in the Supplementary Conditions. Contractor may not make any Contract Claim against City, or any of their officers, directors, members,partners, employees, agents, consultants, or subcontractors with respect to: I. the completeness of such reports and drawings for Contractor's purposes, including, but not limited to, any aspects of the means, methods, techniques, sequences, and procedures of construction to be employed by Contractor, and safety precautions and programs incident thereto; or 2. other data, interpretations, opinions, and information contained in such reports or shown or indicated in such drawings; or 3. any Contractor interpretation of or conclusion drawn from any "technical data" or any such other data, interpretations, opinions, or information. 4.03 Differing Subsurface or Physical Conditions A. Notice: If Contractor believes that any subsurface or physical condition that is uncovered or revealed either: 1. is of such a nature as to establish that any "technical data" on which Contractor is entitled to rely as provided in Paragraph 4.02 is materially inaccurate; or 2. is of such a nature as to require a change in the Contract Documents; or 3. differs materially from that shown or indicated in the Contract Documents; or 4. is of an unusual nature, and differs materially from conditions ordinarily encountered and generally recognized as inherent in work of the character provided for in the Contract i Documents; CITY OF FORT WORTH STANDARD CONSTRUCHON SPECIFICATION DOCUMENTS Revision:February 2,2016 i 007200-1 GENERAL CONDITIONS Page 13 of 63 then Contractor shall, promptly after becoming aware thereof and before further disturbing the subsurface or physical conditions or performing any Work in connection therewith (except in an emergency as required by Paragraph 6.17.A), notify City in writing about such condition. B. Possible Price and Time Adjustments Contractor shall not be entitled to any adjustment in the Contract Price or Contract Time if: 1. Contractor knew of the existence of such conditions at the time Contractor made a final commitment to City with respect to Contract Price and Contract Time by the submission of a Bid or becoming bound under a negotiated contract; or 2. the existence of such condition could reasonably have been discovered or revealed as a result of the examination of the Contract Documents or the Site; or 3. Contractor failed to give the written notice as required by Paragraph 4.03.A. 4.04 Underground Facilities A. Shown or Indicated: The information and data shown or indicated in the Contract Documents with respect to existing Underground Facilities at or contiguous to the Site is based on information and data Parnished 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:16nkffy2,2016 007200-1 GENERAL CONDITIONS Page 14 of 63 Work in connection therewith (except in an emergency as required by Paragraph 6.17.A), identify the owner of such Underground Facility and give notice to that owner and to City. City will review the discovered Underground Facility and determine the extent, if any, to which a change may be required in the Contract Documents to reflect and document the consequences of the existence or location of the Underground Facility. Contractor shall be responsible for the safety and protection of such discovered Underground Facility. 2. If City concludes that a change in the Contract Documents is required, a Change Order may be issued to reflect and document such consequences. 3. Verification of existing utilities, structures, and service lines shall include notification of all utility companies a minimum of 48 hours in advance of construction including exploratory excavation if necessary. 4,05 Reference Points A. City shall provide engineering surveys to establish reference points for construction, which in City's judgment are necessary to enable Contractor to proceed with the Work. City will provide construction stakes or other customary method of marking to establish line and grades for roadway and utility construction, centerlines and benchmarks for bridgework. Contractor shall protect and preserve the established reference points and property monuments, and shall make no changes or relocations. Contractor shall report to City whenever any reference point or property monument is lost or destroyed or requires relocation because of necessary changes in grades or locations. The City shall be responsible for the replacement or relocation of reference points or property monuments not carelessly or willfully destroyed by the Contractor. The Contractor shall notify City in advance and with sufficient time to avoid delays. B. Whenever, in the opinion of the City, any reference point or monument has been carelessly or willfully destroyed, disturbed, or removed by the Contractor or any of his employees, the full cost for replacing such points plus 25% will be charged against the Contractor, and the full amount will be deducted from payment due the Contractor. 4.06 Hazardous Environmental Condition at Site A. Reports and Drawings: The Supplementary Conditions identify those reports and drawings known to City relating to Hazardous Environmental Conditions that have been identified at the Site. { B. Limited Reliance by Contractor on Technical Data Authorized: Contractor may rely upon the accuracy of the "technical data" contained in such reports and drawings, but such reports and drawings are not Contract Documents. Such "technical data" is identified in the Supplementary Conditions. Contractor may not make any Contract Claim against City, or any of their officers, directors,members,partners, employees, agents,consultants, or subcontractors with respect to: 1. the completeness of such reports and drawings for Contractor's purposes, including, but not limited to, any aspects of the means, methods, techniques, sequences and procedures of CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS i Revision:Febnimy2,2016 007200-1 GENERAL CONDITIONS Page 15 of 63 construction to be employed by Contractor and safety precautions and programs incident thereto; or 2. other data, interpretations, opinions and information contained in such reports or shown or indicated in such drawings; or 3. any Contractor interpretation of or conclusion drawn from any "technical data" or any such other data, interpretations, opinions or information. C. Contractor shall not be responsible for any Hazardous Environmental Condition uncovered or revealed at the Site which was not shown or indicated in Drawings or Specifications or identified in the Contract Documents to be within the scope of the Work. Contractor shall be responsible for a Hazardous Environmental Condition created with any materials brought to the Site by Contractor, Subcontractors, Suppliers, or anyone else for whom Contractor is responsible. D. If Contractor encounters a Hazardous Environmental Condition or if Contractor or anyone for whom Contractor is responsible creates a Hazardous Environmental Condition, Contractor shall immediately: (i) secure or otherwise isolate such condition, (ii) stop all Work in connection with such condition and in any area affected thereby (except in an emergency as required by Paragraph 6.17.A); and (iii) notify City (and promptly thereafter confirm such notice in writing). City may consider the necessity to retain a qualified expert to evaluate such condition or take corrective action, if any. E. Contractor shall not be required to resume Work in connection with such condition or in any affected area until after City has obtained any required permits related thereto and delivered written notice to Contractor: (i) specifying that such condition and any affected area is or has been rendered suitable for the resumption of Work; or (ii) specifying any special conditions under which such Work may be resumed. F. If after receipt of such written notice Contractor does not agree to resume such Work based on a reasonable belief it is unsafe, or does not agree to resume such Work under such special conditions, then City may order the portion of the Work that is in the area affected by such condition to be deleted from the Work. City may have such deleted portion of the Work performed by City's own forces or others. G. To the fullest extent permitted by Laws and Regulations, Contractor shall indemnify and hold harmless City,from and against all claims, costs, losses, and damages (including but not limited to all fees and charges of engineers, architects, attorneys, and other professionals and all court or arbitration or other dispute resolution costs) arising out of or relating to a Hazardous Environmental Condition created by Contractor or by anyone for whom Contractor is responsible. Nothing in this Paragraph 4.06.G shall obligate Contractor to indemnify any individual or entity from and against the consequences of that individual's or entity's own negligence. H. The provisions of Paragraphs 4.02, 4.03, and 4.04 do not apply to a Hazardous Environmental Condition uncovered or revealed at the Site. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision:Frbuaiy 2,2016 007200-1 GENERAL CONDITIONS Page 16 of 63 h ARTICLE 5—BONDS AND INSURANCE 5.01 Licensed Sureties and Insurers All bonds and insurance required b the Contract Documents h eq y to be purchased and maintained by Contractor shall be obtained from surety or insurance companies that are duly Iicensed or authorized in the State of Texas to issue bands or insurance policies for the limits and coverages so required. Such surety and insurance companies shall also meet such additional requirements and qualifications as may be provided in the Supplementary Conditions. 5.02 Performance, Payment, and Maintenance Bonds A. Contractor shall furnish performance and payment bonds, in accordance with Texas Government Code Chapter 2253 or successor statute, each in an amount equal to the Contract Price as security for the faithful performance and payment of all of Contractor's obligations under the Contract Documents. B. Contractor shall furnish maintenance bonds in an amount equal to the Contract Price as security to protect the City against any defects in any portion of the Work described in the Contract Documents. Maintenance bonds shall remain in effect for two (2) years after the date of Final Acceptance by the City. C_ All bonds shall be in the form prescribed by the Contract Documents except as provided otherwise by Laws or Regulations, and shall be executed by such sureties as are named in the list of "Companies Holding Certificates of Authority as Acceptable Sureties on Federal Bonds and as Acceptable Reinsuring Companies" as published in Circular 570 (amended) by the Financial Management Service, Surety Bond Branch, U.S. Department of the Treasury. All bonds signed by an agent or attorney-in-fact must be accompanied by a sealed and dated power of attorney which shall show that it is effective on the date the agent or attorney-in-fact signed each bond. D. If the surety on any bond furnished by Contractor is declared bankrupt or becomes insolvent or its right to do business is terminated in the State of Texas or it ceases to meet the requirements of Paragraph 5.02.C, Contractor shall promptly notify City and shall, within 30 days after the event giving rise to such notification, provide another bond and surety, both of which shall comply with the requirements of Paragraphs 5.01 and 5.02.C. 5.03 Certificates of Insurance Contractor shall deliver to City, with copies to each additional insured and loss payee identified in the Supplementary Conditions, certificates of insurance (and other evidence of insurance requested by City or any other additional insured) 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:Febnr&y2,2016 00 7200-1 GENERAL CONDITIONS Page 17 of 63 2. The Contractor's general Iiability insurance shall include a, "per project" or "per location", endorsement,which shall be identified in the certificate of insurance provided to the City. 3. The certificate shall be signed by an agent authorized to bind coverage on behalf of the insured, be complete in its entirety, and show complete insurance carrier names as listed in the current A.M. Best Property&Casualty Guide 4. The insurers for all policies must be licensed and/or approved to do business in the State of Texas. Except for workers' compensation, all insurers must have a minimum rating of A-: VII in the current A. M. Best Key Rating Guide or have reasonably equivalent financial strength and solvency to the satisfaction of Risk Management. If the rating is below that required, written approval of City is required. 5. All applicable policies shall include a Waiver of Subrogation (Rights of Recovery) in favor of the City. In addition, the Contractor agrees to waive all rights of subrogation against the Engineer (if applicable), and. each additional insured identified in the Supplementary Conditions 6. Failure of the City to demand such certificates or other evidence of full compliance with the insurance requirements or failure of the City to identify a deficiency from evidence that is provided shall not be construed as a waiver of Contractor's obligation to maintain such lines of insurance coverage. 7. If insurance policies are not written for specified coverage limits, an Umbrella or Excess Liability insurance for any differences is required. Excess Liability shall follow form of the primary coverage. 8. Unless otherwise stated, all required insurance shall be written on the "occurrence basis". If coverage is underwritten on a claims-made basis, the retroactive date shall be coincident with or prior to the date of the effective date of the agreement and the certificate of insurance shall state that the coverage is claims-made and the retroactive date. The insurance coverage shall be maintained for the duration of the Contract and for three (3) years following Final Acceptance provided under the Contract Documents or for the warranty period, whichever is longer. An annual certificate of insurance submitted to the City shall evidence such insurance coverage. 9. Policies shall have no exclusions by endorsements, which, neither nullify or amend, the required lines of coverage, nor decrease the limits of said coverage unless such endorsements are approved in writing by the City. In the event a Contract has been bid or executed and the exclusions are determined to be unacceptable or the City desires additional insurance coverage, and the City desires the contractor/engineer to obtain such coverage, the contract price shall be adjusted by the cost of the premium for such additional coverage plus 10%. 10. Any self-insured retention (SIR), in excess of $25,000.00, affecting required insurance coverage shall be approved by the City in regards to asset value and stockholders' equity. In CITY OF FORT WOR`rH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision:Febmaiy 2,2016 007200-1 GENERAL CONDITIONS Page 18 of 63 lieu of traditional insurance, alternative coverage maintained through insurance pools or risk retention groups, must also be approved by City. 11. Any deductible in excess of $5,000.00, for any policy that does not provide coverage on a first-dollar basis,must be acceptable to and approved by the City. 12. City, at its sole discretion, reserves the right to review the insurance requirements and to make reasonable adjustments to insurance coverage's and their limits when deemed necessary and prudent by the City based upon changes in statutory law, court decision or the claims history of the industry as well as of the contracting party to the City. The City shall be required to provide prior notice of 90 days, and the insurance adjustments shall be incorporated into the Work by Change Order. 13. City shall be entitled, upon written request and without expense, to receive copies of policies and endorsements thereto and may make any reasonable requests for deletion or revision or modifications of particular policy terms, conditions, limitations, or exclusions necessary to conform the policy and endorsements to the requirements of the Contract. Deletions, revisions, or modifications shall not be required where policy provisions are established by law or regulations binding upon either party or the underwriter on any such policies. 14. City shall not be responsible for the direct payment of insurance premium costs for Contractor's insurance. 5.04 Contractor's Insurance A. Workers Compensation and Employers' Liability. Contractor shall purchase and maintain such insurance coverage with limits consistent with statutory benefits outlined in the Texas Workers' Compensation Act (Texas Labor Code, Ch. 406, as amended), and minimum limits for Employers' Liability as is appropriate for the Work being performed and as will provide protection from claims set forth below which may arise out of or result from Contractor's performance of the Work and Contractor's other obligations under the Contract Documents, whether it is to be performed by Contractor, any Subcontractor or Supplier, or by anyone directly or indirectly employed by any of them to perform any of the Work, or by anyone for whose acts any of them may be liable: 1. claims under workers' compensation, disability benefits, and other similar employee benefit acts; 2. claims for damages because of bodily injury, occupational sickness or disease, or death of Contractor's employees. B. Commercial General Liability. Coverage shall include but not be limited to covering liability (bodily injury or property damage) arising from: premises/operations, independent contractors, products/completed operations, personal injury, and liability under an insured contract. Insurance shall be provided on an occurrence basis, and as comprehensive as the current Insurance Services Office (ISO) policy. This insurance shall apply as primary insurance with respect to any other CITY OF FORT WORTH STANDARD CONSTRU01ON SPECIFICATION DOCUMENTS Revision:February 2,2016 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 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. CLTY ON FORT WORTH STANDARD CONSTRUCTION SPECK KATION DOCUMENTS Revision:Febnimy 2,2016 i 007200-1 GENERAL CONQITIONS Page 20 of 63 i 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 i 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, beat, telephone, water, sanitary facilities, temporary facilities, and all other facilities and incidentals necessary for the performance, Contractor required testing, start-up, and completion of the Work. B. All materials and equipment incorporated into the Work shall be as specified or, if not specified, shall be of good quality and new, except as otherwise provided in the-Contract Documents. All special warranties and guarantees required by the Specifications shall expressly run to the benefit of City. If required by City, Contractor shall furnish satisfactory evidence (including reports of required tests) as to the source, kind, and quality of materials and equipment. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision:Febnaty2,207 6 00 7200-1 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 like, equivalent, or "or-equal" item or no substitution is permitted, other items of material or equipment of other Suppliers may be submitted to City for review under the circumstances described below. 1. "Or-Equal" Items: If in City's sole discretion an item of material or equipment proposed by Contractor is functionally equal to that named and sufficiently similar so that no change in related Work will be required, it may be considered by City as an "or-equal" item, in which case review and approval of the proposed item may, in City's sole discretion, be accomplished without compliance with some or all of the requirements for approval of proposed substitute items. For the purposes of this Paragraph 6.05.A.1, a proposed item of material or equipment will be considered functionally equal to an item so named if: a. the City determines that: 1) it is at least equal in materials of construction, quality, durability, appearance, strength, and design characteristics; CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision:Febmajy 2,2016 007200-1 GENERAL COND1TiONS Page 22 of 63 2) it will reliably perform at least equally well the function and achieve the results imposed by the design concept of the completed Project as a functioning whole; and 3) it has a proven record of performance and availability of responsive service; and b. Contractor certifies that, if approved and incorporated into the Work: 1) there will be no increase in cost to the City or increase in Contract Time; and 2) it will conform substantially to the detailed requirements of the item named in the Contract Documents. 2. Substitute Items: a. If in City's sole discretion an item of material or equipment proposed by Contractor does not qualify as an "or-equal" item under Paragraph 6.05.A.1, it may be submitted as a proposed substitute item. b. Contractor shall submit sufficient information as provided below to allow City to determine if the item of material or equipment proposed is essentially equivalent to that named and an acceptable substitute therefor. Requests for review of proposed substitute items of material or equipment will not be accepted by City from anyone other than Contractor. c. Contractor shall make written application to City for review of a proposed substitute item of material or equipment that Contractor seeks to furnish or use. The application shall comply with Section 0125 00 and: 1) shall certify that the proposed substitute item will: a) perform adequately the functions and achieve the results called for by the general design; b) be similar in substance to that specified; c) be suited to the same use as that specified; and 2) will state: a) the extent, if any, to which the use of the proposed substitute item will prejudice Contractor's achievement of final completion on time; i 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; I CITY OF FORT WORTH STANDARDCONSTRUCTION SPECIFICATION DOCUMENTS } Revision:Febftf&yZ 2016 007200-1 GENERAL CONDITIONS Page 23 of 63 c) whether incorporation or use of the proposed substitute item in connection with the Work is subject to payment of any license fee or royalty; and 3) will identify: a) all variations of the proposed substitute item from that specified; b) available engineering, sales, maintenance, repair,and replacement services; and 4) shall contain an itemized estimate of all costs or credits that will result directly or indirectly from use of such substitute item, including costs of redesign and Damage Claims of other contractors affected by any resulting change. B. Substitute Construction Methods or Procedures: If a specific means, method, technique, sequence, or procedure of construction is expressly required by the Contract Documents, Contractor may furnish or utilize a substitute means, method, technique, sequence, or procedure of construction approved by City. Contractor shall submit sufficient information to allow City, in City's sole discretion, to determine that the substitute proposed is equivalent to that expressly called for by the Contract Documents. Contractor shall make written application to City for review in the same manner as those provided in Paragraph 6.05.A.2. C. City's Evaluation: City will be allowed a reasonable time within which to evaluate each proposal or submittal made pursuant to Paragraphs 6.05.A and 6.05.B. City may require Contractor to furnish additional data about the proposed substitute. City will be the sole judge of acceptability. No "or-equal' or substitute will be ordered, installed or utilized until City's review is complete, which will be evidenced by a Change Order in the case of a substitute and an accepted Submittal for an"or-equal."City will advise Contractor in writing of its determination. D. Special Guarantee: City may require Contractor to furnish at Contractor's expense a special performance guarantee, warranty, or other surety with respect to any substitute. Contractor shall indemnify and hold harmless City and anyone directly or indirectly employed by them from and against any and all claims, damages, losses and expenses (including attorneys fees) arising out of the use of substituted materials or equipment. E. City's Cost Reimbursement: City will record City's costs in evaluating a substitute,proposed or submitted by Contractor pursuant to Paragraphs 6.05.A.2 and 6.05.B. Whether or not City approves a substitute so proposed or submitted by Contractor, Contractor may be required to reimburse City for evaluating each such proposed substitute. Contractor may also be required to reimburse City for the charges for making changes in the Contract Documents (or in the provisions of any other direct contract with City) resulting from the acceptance of each proposed substitute. F. Contractor's Expense: Contractor shall provide all data in support of any proposed substitute or "or-equal" at Contractor's expense. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATCON DOCUMENTS Revision:Febivary2,2016 ' 007200-1 GENERAL CONDITIONS Page 24 of 63 G. City Substitute Reimbursement: Costs (savings or charges) attributable to acceptance of a substitute shall be incorporated to the Contract by Change Order. H. Time Extensions: No additional time will be granted for substitutions. 6.06 Concerning Subcontractors, Suppliers, and Others A. Contractor shall perform with his own organization, work of a value not less than 35% of the value embraced on the Contract, unless otherwise approved by the City. B. Contractor shall not employ any Subcontractor, Supplier, or other individual or entity, whether initially or as a replacement, against whom City may have reasonable objection. Contractor shall not be required to employ any Subcontractor, Supplier, or other individual or entity to furnish or perform any of the Work against whom Contractor has reasonable objection (excluding those acceptable to City as indicated in Paragraph 6.06.C). C. The City may from time to time require the use of certain Subcontractors, Suppliers, or other individuals or entities on the project, and will provide such requirements in the Supplementary Conditions. D. Minority Business Enterprise Compliance: It is City policy to ensure the full and equitable participation by Minority Business Enterprises (MBE) in the procurement of goods and services on a contractual basis. If the Contract Documents provide for a MBE goal, Contractor is required to comply with the intent of the City's MBE Ordinance(as amended) by the following: 1. Contractor shall, upon request by City, provide complete and accurate information regarding actual work performed by a MBE on the Contract and payment therefor. 2. Contractor will not make additions, deletions, or substitutions of accepted MBE without written consent of the City. Any unjustified change or deletion shall be a material breach of Contract and may result in debarment in accordance with the procedures outlined in the Ordinance. 3. Contractor shall, upon request by City, allow an audit and/or examination of any books, records, or files in the possession of the Contractor that will substantiate the actual work performed by an MBE. Material misrepresentation of any nature will be grounds for termination of the Contract in accordance with Paragraph 15.02.A. Any such misrepresentation may be grounds for disqualification of Contractor to bid on future contracts with the City for a period of not less than three years. E. Contractor shall be fully responsible to City for all acts and omissions of the Subcontractors, Suppliers, and other individuals or entities performing or furnishing any of the Work just as Contractor is responsible for Contractor's own acts and omissions. Nothing in the Contract Documents: CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS k RevisiowFebnkuy2,2016 00 7200-1 GENERAL CONDITIONS Page 25 of 63 1. shall create for the benefit of any such Subcontractor, Supplier, or other individual or entity any contractual relationship between City and any such Subcontractor, Supplier or other individual or entity; nor 2. shall create any obligation on the part of City to pay or to see to the payment of any moneys due any such Subcontractor, Supplier, or other individual or entity except as may otherwise be required by Laws and Regulations. F. Contractor shall be solely responsible for scheduling and coordinating the Work of Subcontractors, Suppliers, and other individuals or entities performing or furnishing any of the Work under a direct or indirect contract with Contractor. G. All Subcontractors, Suppliers, and such other individuals or entities performing or furnishing any of the Work shall communicate with City through Contractor. H. All Work performed for Contractor by a Subcontractor or Supplier will be pursuant to an appropriate agreement between Contractor and the Subcontractor or Supplier which specifically binds the Subcontractor or Supplier to the applicable terms and conditions of the Contract Documents for the benefit of City. 6,07 Wage Rates A. Duty to pay Prevailing Wage Rates. The Contractor shall comply with all requirements of Chapter 2258, Texas Government Code (as amended), including the payment of not less than the rates determined by the City Council of the City of Fort Worth to be the prevailing wage rates in accordance with Chapter 2258. Such prevailing wage rates are included in these Contract Documents. B. Penalty for Violation. A Contractor or any Subcontractor who does not pay the prevailing wage shall, upon demand made by the City, pay to the City $60 for each worker employed for each calendar day or part of the day that the worker is paid less than the prevailing wage rates stipulated in these contract documents. This penalty shall be retained by the City to offset its administrative costs,pursuant to Texas Government Code 2258.023. C. Complaints of Violations and City Determination of Good Cause. On receipt of information, including a complaint by a worker, concerning an alleged violation of 2258.023, Texas Government Code, by a Contractor or Subcontractor, the City shall make an initial determination, before the 31st day after the date the City receives the information, as to whether good cause exists to believe that the violation occurred. The City shall notify in writing the Contractor or Subcontractor and any affected worker of its initial determination. Upon the City's determination that there is good cause to believe the Contractor or Subcontractor has violated Chapter 2258, the City shall retain the full amounts claimed by the claimant or claimants as the difference between wages paid and wages due under the prevailing wage rates, such amounts being subtracted from successive progress payments pending a final determination of the violation. CITY OF FORT WORTH STANDARD CONSTRUCT[ON SPECIFICATION DOCUMENTS Revision:FebmaryZ20M 007200-1 GENERAL CONDITIONS Page 26 of 63 D. Arbitration Required if Violation Not Resolved. An issue relating to an alleged violation of Section 2258.023, Texas Government Code, including a penalty owed to the City or an affected worker, shall be submitted to binding arbitration in accordance with the Texas General Arbitration Act (Article 224 et seq., Revised Statutes) if the Contractor or Subcontractor and any affected worker does not resolve the issue by agreement before the 15th day after the date the City makes its initial determination pursuant to Paragraph C above. If the persons required to arbitrate under this section do not agree on an arbitrator before the 11 th 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. fl. Subcontractor Compliance. The Contractor shall include in its subcontracts and/or shall otherwise require all of its Subcontractors to comply with Paragraphs A through G above. 6.08 Patent Fees and Royalties i A. Contractor shall pay all license fees and royalties and assume all costs incident to the use in the performance of the Work or the incorporation in the Work of any invention, design, process, product, or device which is the subject of patent rights or copyrights held by others. If a particular invention, design, process, product, or device is specified in the Contract Documents for use in the performance of the Work and if, to the actual knowledge of City, its use is subject to patent rights or copyrights calling for the payment of any license fee or royalty to others, the existence of such rights shall be disclosed by City in the Contract Documents. Failure of the City to disclose such information does not relieve the Contractor from its obligations to pay for the use of said fees or royalties to others. B. To the fullest extent permitted by Laws and Regulations, Contractor shall indemnify and hold harmless City,from and against all claims, costs, losses, and damages (including but not limited to all fees and charges of engineers, architects, attorneys, and other professionals and all court or arbitration or other dispute resolution costs) arising out of or relating to any infringement of patent rights or copyrights incident to the use in the performance of the Work or resulting from CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS { Revision:Febmaiy2,2016 0072oo-I GENERAL CONDITIONS Page 27 of 63 the incorporation in the Work of any invention, design,process, product, or device not specified in the Contract Documents. 6.09 Permits and Utilities A. Contractor obtained permits and licenses. Contractor shall obtain and pay for a]I 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 obtained permits and licenses. City will obtain and pay for all permits and licenses as provided for in the Supplementary Conditions or Contract Documents. It will be the Contractor's responsibility`to carry out the provisions of the permit. if the Contractor initiates changes to the Contract and the City approves the changes, the Contractor is responsible for obtaining clearances and coordinating with the appropriate regulatory agency. The City will not reimburse the Contractor for any cost associated with these requirements of any City acquired permit. The following are permits the City will obtain if required: 1. Texas Department of Transportation Permits 2. U.S. Army Corps of Engineers Permits 3. Texas Commission on Environmental Quality Permits 4. Railroad Company Permits C. Outstanding permits and licenses. The City anticipates acquisition of and/or access to permits and licenses. Any outstanding permits and licenses are anticipated to be acquired in accordance with the schedule set forth in the Supplementary Conditions. The Project Schedule submitted by the Contractor in accordance with the Contract Documents must consider any outstanding permits and licenses. 6.10 Laws and Regulations A. Contractor shall give all notices required by and shall comply with all Laws and Regulations applicable to the performance of the Work. Except where otherwise expressly required by applicable Laws and Regulations, the City shall not be responsible for monitoring Contractor's compliance with any Laws or Regulations. B. If Contractor performs any Work knowing or having reason to know that it is contrary to Laws or Regulations, Contractor shall bear all claims, costs, losses, and damages {including but not limited to all fees and charges of engineers, architects, attorneys, and other professionals and all. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision:Febmaty 2,2016 I 00 7200-1 GENERAL CONDITIONS Page 28 of 63 r i court or arbitration or other dispute resolution costs) arising out of or relating to such Work. However, it shall not be Contractor's responsibility to make certain that the Specifications and Drawings are in accordance with Laws and Regulations, but this shall not relieve Contractor of Contractor's obligations under Paragraph 3.02. C. Changes in Laws or Regulations not known at the time of opening of Bids having an effect on the cost or time of performance of the Work may be the subject of an adjustment in Contract Price or Contract Time. 6.11. Tuxes A. On a contract awarded by the City, an organization which qualifies for exemption pursuant to Texas Tax Code, Subchapter H, Sections 151.301-335 (as amended), the Contractor may purchase, rent or lease all materials, supplies and equipment used or consumed in the performance of this contract by issuing to his supplier an exemption certificate in lieu of the tax, said exemption certificate to comply with State Comptroller's Ruling .007. Any such exemption certificate issued to the Contractor in lieu of the tax shall be subject to and shall comply with the provision of State Comptroller's Ruling .011, and any other applicable rulings pertaining to the Texas Tax Code, Subchapter H. B. Texas Tax permits and information may be obtained from: 1. Comptroller of Public Accounts Sales Tax Division Capitol Station ti Austin,TX 78711; or 2. http.Hwww.window.state.tx.us/taxinfo/taxfoiTns/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 i 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:Fe6nmy2,2016 007200-1 GENERAL CONDITIONS Page 29 of 63 3. Should any Damage Claim be made by any such owner or occupant because of the performance of the Work, Contractor shall promptly attempt to resolve the Damage Claim. 4. Pursuant to Paragraph 6.21, Contractor shall indemnify and hold harmless City,from and against all claims, costs, losses, and damages arising out of or relating to any claim or action, legal or equitable, brought by any such owner or occupant against City. B. Removal of Debris During Performance of the Work: During the progress of the Work Contractor shall keep the Site and other areas free from accumulations of waste materials, rubbish, and other debris. Removal and disposal of such waste materials, rubbish, and other debris shall conform to applicable Laws and Regulations. C. Site Maintenance Cleaning: 24 hours after written notice is given to the Contractor that the clean-up on the job site is proceeding in a manner unsatisfactory to the City, if the Contractor fails to correct the unsatisfactory procedure, the City may take such direct action as the City deems appropriate to correct the clean-up deficiencies cited to the Contractor in the written notice (by letter or electronic communication), and the costs of such direct action, plus 25 % of such costs, shall be deducted from the monies due or to become due to the Contractor. D. Final Site Cleaning: Prior to Final Acceptance of the Work Contractor shall clean the Site and the Work and make it ready for utilization by City or adjacent property owner. At the completion of the Work Contractor shall remove from the Site all tools, appliances, construction equipment and machinery, and surplus materials and shall restore to original condition or better all property disturbed by the Work. E. Loading Structures: Contractor shall not load nor permit any part of any structure to be loaded in any manner that will endanger the structure, nor shall Contractor subject any part of the Work or adjacent property to stresses or pressures that will endanger it. 6.13 Record Documents A. Contractor shall maintain in a safe place at the Site or in a place designated by the Contractor and approved by the City, one (1) record copy of all Drawings, Specifications, Addenda, Change Orders, Field Orders, and written interpretations and clarifications in good order and annotated to show changes made during construction. These record documents together with all approved Samples and a counterpart of all accepted Submittals will be available to City for reference. Upon completion of the Work, these record documents, any operation and maintenance manuals, and Submittals will be delivered to City prior to Final Inspection. Contractor shall include accurate locations for buried and imbedded items. 6.14 Safety and Protection A. Contractor shall be solely responsible for initiating, maintaining and supervising all safety precautions and programs in connection with the Work. Such responsibility does not relieve Subcontractors of their responsibility for the safety of persons or property in the performance of their work, nor for compliance with applicable safety Laws and Regulations. Contractor shall CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIHCATiON DOCUMENTS Revision:F bramyZ 2016 007200-1 GENERAL CONDITIONS Page 30 of 63 F 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 f 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 6.1.4.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 perforin any of the Work, or anyone for whose acts any of them may be liable, shall be remedied by Contractor. F. Contractor's duties and responsibilities for safety and for protection of the Work shall continue until such time as all the Work is completed and City has accepted the Work. 6.15 Safety Representative Contractor shall inform City in writing of Contractor's designated safety representative at the Site. 6.16 Hazard Communication Programs Contractor shall be-responsible for coordinating any exchange of material safety data sheets or other hazard communication information required to be made available to or exchanged between or among employers in accordance with Laws or Regulations. 6.17 Emergencies and/or Rectification A. In emergencies affecting the safety or protection of persons or the Work or property at the Site or adjacent thereto, Contractor is obligated to act to prevent threatened damage, injury, or loss. Contractor shall give City prompt written notice if Contractor believes that any significant CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision:Febntmy 2,2016 007200-1 [GENERAL CONDITIONS Pale 31 of 63 changes in the Work or variations from the Contract Documents have been caused thereby or are required as a result thereof. If City determines that a change in the Contract Documents is required because of the action taken by Contractor in response to such an emergency, a Change Order may be issued. B. Should the Contractor fail to respond to a request from the City to rectify any discrepancies, omissions, or correction necessary to conform with the requirements of the Contract Documents, the City shall give the Contractor written notice that such work or changes are to be performed. The written notice shall direct attention to the discrepant condition and request the Contractor to take remedial action to correct the condition. In the event the Contractor does not take positive steps to fulfill this written request, or does not show just cause for not taking the proper action, within 24 hours, the City may take such remedial action with City forces or by contract. The City shall deduct an amount equal to the entire costs for such remedial action, plus 25%, from any funds due or become due the Contractor on the Project. 6.18 Submittals A. Contractor shall submit required Submittals to City for review and acceptance in accordance with the accepted Schedule of Submittals (as required by Paragraph 2.07). Each submittal will be identified as City may require. 1. Submit number of copies specified in the General Requirements, 2. Data shown on the Submittals will be complete with respect to quantities, dimensions, specified performance and design criteria, materials, and similar data to show City the services, materials, and equipment Contractor proposes to provide and to enable City to review the information for the limited purposes required by Paragraph 6.18.C. 3. Submittals submitted as herein provided by Contractor and reviewed by City for conformance with the design concept shall be executed in conformity with the Contract Documents unless otherwise required by City. 4. When Submittals are submitted for the purpose of showing the installation in greater detail, their review shall not excuse Contractor from requirements shown on the Drawings and Specifications. 5. For-Information-Only submittals upon which the City is not expected to conduct review or take responsive action may be so identified in the Contract Documents. 6. Submit required number of Samples specified in the Specifications. 7. Clearly identify each Sample as to material, Supplier,pertinent data such as catalog numbers, the use for which intended and other data as City may require to enable City to review the submittal for the limited purposes required by Paragraph 6.18.C. CrFY OF FORT WORTH STANDARDCONSTRUMON SPHCJFICAT10N DOCUMENTS Revision:Febmuy2,2016 007200-1 GENERAL CONDITIONS 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 Sch'Aule 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, Y p sequences, or q procedures of construction (except where a particular means, method, technique, sequence, or procedure of construction is specifically and expressly called for by the Contract Documents) or to safety precautions or programs incident thereto. The review and acceptance of a separate item as such will not indicate approval of the assembly in which the item functions. 3. City's review and acceptance shall not relieve Contractor from responsibility for any variation from the requirements of the Contract Documents unless Contractor has complied with the requirements of Section 01 33 00 and City has given written acceptance of each such variation by specific written notation thereof incorporated in or accompanying the Submittal. City's review and acceptance shall not relieve Contractor from responsibility for complying with the requirements of the Contract Documents. 6.19 Continuing the Work Except as otherwise provided, Contractor shall carry on the Work and adhere to the Project Schedule during all disputes or disagreements with City. No Work shall be delayed or postponed pending resolution of any disputes or disagreements, except as City and Contractor may otherwise agree in writing. 6.20 Contractor's General Warranty and Guarantee A. Contractor warrants and guarantees to City that all Work will be in accordance with the Contract Documents and will not be defective. City and its officers, directors, members, partners, employees, agents, consultants, and subcontractors shall be entitled to rely on representation of Contractor's warranty and guarantee. B. Contractor's warranty and guarantee hereunder excludes defects or damage caused by: 1. abuse, modification, or improper maintenance or operation by persons other than Contractor, Subcontractors, Suppliers, or any other individual or entity for whom Contractor is responsible; or CITY OF FORT WORTH STANDARDCONSTRUMON SPECIFICATION DOCUMENTS Revision:Fdniary 2,2016 007200-1 GENERAL CONDITIONS Page 33 of 63 2. normal wear and tear under normal usage. C. Contractor's obligation to perform and complete the Work in accordance with the Contract Documents shall be absolute. None of the following will constitute an acceptance of Work that is not in accordance with the Contract Documents or a release of Contractor's obligation to perform the Work in accordance with the Contract Documents: 1. observations by City; 2. recommendation or payment by City of any progress or final payment; 3. the issuance of a certificate of Final Acceptance by City or any payment related thereto by City; 4. use or occupancy of the Work or any part thereof by City; 5. any review and acceptance of a Submittal by City; 6. any inspection, test, or approval by others; or 7. any correction of defective Work by City. D. The Contractor shall remedy any defects or damages in the Work and pay for any damage to other work or property resulting therefrom which shall appear within a period of two (2) years from the date of Final Acceptance of the Work unless a longer period is specified and shall furnish a good and sufficient maintenance bond, complying with the requirements of Article 5.02.B.The City will give notice of observed defects with reasonable promptness. 6.21 Indemnification A. Contractor covenants and agrees to indemnify, hold harmless and defend, at its own expense, the City, its officers, servants and employees, from and against any and all claims arising out of, or alleged to arise out of, the work and services to be performed by the Contractor, its officers, agents, employees, subcontractors, licenses or invitees under this Contract. THIS INDEMNIFICATION PROYLSION IS SPECMCALLY E ED JQ OPERATE AND BE EFFECTIVE EVEN IF IT IS ALLEGED OR PROVEN THAT ALL R S ME OF THE DAMAGES BEING SOUGHT WERE CAUSED H LE OR IN PART, BY ANY ACT. OMISSION OR NEGLIGENCE_OF THE CITY. This indemnity provision is intended to include, without limitation, indemnity for costs, expenses and legal fees incurred by the City in defending against such claims and causes of actions. B. Contractor covenants and agrees to indemnify and hold harmless, at its own expense, the City, its officers, servants and employees, from and against any and all loss, damage or destruction of property of the City, arising out of, or alleged to arise out of, the work and services to be performed by the Contractor, its officers, agents, employees, subcontractors, licensees or invitees under this Contract. 3MS_INDEMNIFICATION_PROVISION IS CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision:Kbmary2,2016 F 007200-1 i GENERAL CONDITIONS Page 34 of 63 SPECIFICALLY INTENDED TO OPERATE AND BE EFFECTIVE EVERT IF IT IS ALLEGED OR PROVEN THAT ALLORSO C—MK OF THE DAMAGES BEING SOUGHT WERE CAUSED, IN WHOLE OR IN PART. BY ANY ACT, OMISSION OR NEGLIGENCE OF THE CITY. 6.22 Delegation of Professional Design Services A. Contractor will not be required to provide professional design services unless such services are specifically required by the Contract Documents for a portion of the Work or unless such services are required to carry out Contractor's responsibilities for construction means, methods, techniques, sequences and procedures. B. If professional design services or certifications by a design professional related to systems, materials or equipment are specifically required of Contractor by the Contract Documents, City will specify all performance and design criteria that such services must satisfy. Contractor shall cause such services or certifications to be provided by a property 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 Iimited 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 M Y OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision:Febnimy2,2016 007200-1 GENERAL CONDITIONS Page 35 of 63 Subcontractor facilities, and shall be provided adequate and appropriate work space in order to conduct audits in compliance with the provisions of this Paragraph. The City shall give Subcontractor reasonable advance notice of intended audits. C. Contractor and Subcontractor agree to photocopy such documents as may be requested by the City. The City agrees to reimburse Contractor for the cost of the copies as follows at the rate published in the Texas Administrative Code in effect as of the time copying is performed. 6.24 Nondiscrimination A. The City is responsible for operating Public Transportation Programs and implementing transit- related projects, which are funded in part with Federal financial assistance awarded by the U.S. Department of Transportation and the Federal Transit Administration (FTA), without discriminating against any person in the United States on the basis of race, color, or national origin. B. Title VI, Civil Rights Act of 1964 as amended: Contractor shall comply with the requirements of the Act and the Regulations as further defined in the Supplementary Conditions for any project receiving Federal assistance. ARTICLE 7—OTHER WORK AT THE SITE 7.01 Related Work at Site A. City may perform other work related to the Project at the Site with City's employees, or other City contractors, or through other direct contracts therefor, or have other work performed by utility owners. If such other work is not noted in the Contract Documents, then written notice thereof will be given to Contractor prior to starting any such other work; and B. Contractor shall afford each other contractor who is a party to such a direct contract, each utility owner, and City, if City is performing other work with City's employees or other City contractors, proper and safe access to the Site, provide a reasonable opportunity for the introduction and storage of materials and equipment and the execution of such other work, and properly coordinate the Work with theirs. Contractor Shall do all cutting, fitting, and patching of the Work that may be required to properly connect or otherwise make its several parts come together and properly integrate with such other work. Contractor shall not endanger any work of others by cutting, excavating, or otherwise altering such work; provided, however, that Contractor may cut or alter others' work with the written consent of City and the others whose work will be affected. C. If the proper execution or results of any part of Contractor's Work depends upon work performed by others under this Article 7, Contractor shall inspect such other work and promptly report to City in writing any delays, defects, or deficiencies in such other work that render it unavailable or unsuitable for the proper execution and results of Contractor's Work. Contractor's failure to so report will constitute an acceptance of such other work as fit and proper for integration with Contractor's Work except for latent defects in the work provided by others. C1TY OF FORT WORTH STANDARDCONs` RUCTION SPECIFICATION DOCUMENTS Revision:Febnwy Z 2016 007200-1 GENERAL CONDITIONS Page 36 of 63 I 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. I B. Unless otherwise provided in the Supplementary Conditions, City shall have authority for such coordination. ARTICLE 8—CITY'S RESPONSIBILITIES 8.01 Communications to Contractor Except as otherwise provided in the Supplementary Conditions, City shall issue all communications to Contractor. 8.02 Furnish Data City shall timely furnish the data required under the Contract Documents. 8.03 Pay When Due City shall make payments to Contractor in accordance with Article 14, 8.04 Lands and Easements;Reports and Tests City's duties with respect to providing lands and easements and providing engineering surveys to establish reference points are set forth in Paragraphs 4.01 and 4.05. Paragraph 4.02 refers to City's identifying and making available to Contractor copies of reports of explorations and tests of subsurface conditions and drawings of physical conditions relating to existing surface or subsurface structures at or contiguous to the Site that have been utilized by City in preparing the Contract Documents. 8.05 Change Orders City shall execute Change Orders in accordance with Paragraph 10.03. 8.06 Inspections, Tests, and Approvals I 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 Revisiow FebniuyZ 2016 007200-1 GENERAL CONDITIONS Page 37 of 63 8.07 Limitations on City's Responsibilities A. The City shall not supervise, direct, or have control or authority over, nor be responsible for, Contractor's means, methods, techniques, sequences, or procedures of construction, or the safety precautions and programs incident thereto, or for any failure of Contractor to comply with Laws and Regulations applicable to the performance of the Work. City will not be responsible for Contractor's failure to perform the Work in accordance with the Contract Documents. B. City will notify the Contractor of applicable safety plans pursuant to Paragraph 6.14. 8.08 Undisclosed Hazardous Environmental Condition City's responsibility with respect to an undisclosed Hazardous Environmental Condition is set forth in Paragraph 4.06. _ 8.09 Compliance with Safety Program While at the Site, City's employees and representatives shall comply with the specific applicable requirements of Contractor's safety programs of which City has been informed pursuant to Paragraph 6.14. ARTICLE 9--CITY'S OBSERVATION STATUS DURING CONSTRUCTION 9.01 City's Project Manager City will provide one or more Project Manager(s) during the construction period. The duties and responsibilities and the limitations of authority of City's Project Manager during construction are set forth in the Contract Documents. The City's Project Manager for this Contract is < insert name here >, or his/her successor pursuant to written notification from the Director of < insert managing depi nt nzr n l I is i-e 9.02 Visits to Site A. City's Project Manager will make visits to the Site at intervals appropriate to the various stages of construction as City deems necessary in order to observe the progress that has been made and the quality of the various aspects of Contractor's executed Work. Based on information obtained during such visits and observations, City's Project Manager will determine, in general, if the Work is proceeding in accordance with the Contract Documents. City's Project Manager will not be required to make exhaustive or continuous inspections on the Site to check the quality or quantity of the Work. City's Project Manager's efforts will be directed toward providing City a greater degree of confidence that the completed Work will conform generally to the Contract Documents. B. City's Project Manager's visits and observations are subject to all the limitations on authority and responsibility in the Contract Documents including those set forth in Paragraph 8.07. CITY OF FORT WORTH STANDARD CONSTRUMON SPECIFICATION DOCUMENTS Revision:Febi=y 2,2016 I 007200-1 GENERAL CONDITIONS Page 38 of 63 9.03 Authorized Variations in Work City's Project Manager may authorize minor variations in the Work from the requirements of the Contract Documents which do not involve an adjustment in the Contract Price or the Contract Time and are compatible with the design concept of the completed Project as a functioning whole as indicated by the Contract Documents. These may be accomplished by a Field Order and will be minding 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 i Work as provided in Article 13, whether or not the Work is fabricated, installed, or completed. 9.05 Determinations for Work Performed Contractor will determine the actual quantities and classifications of Work performed. City's Project Manager will review with Contractor the preliminary determinations on such matters before rendering a written recommendation. City's written decision will be final (except as modified to reflect changed factual conditions or more accurate data). 9.06 Decisions on Requirements of Contract Documents and Acceptability of Work A. City will be the initial interpreter of the requirements of the Contract Documents and judge of the acceptability of the Work thereunder. B. City will render a written decision on any issue referred. C. City's written decision on the issue referred will be final and binding on the Contractor, subject to the provisions of Paragraph 10.06. ARTICLE 10—CHANGES IN THE WORK; CLAIMS; EXTRA WORK 10.01 Authorized Changes in the Work A. Without invalidating the Contract and without notice to any surety, City may, at any time or from time to time, order Extra Work. Upon notice of such Extra Work, Contractor shall promptly proceed with the Work involved which will be performed under the applicable conditions of the Contract Documents (except as otherwise specifically provided). Extra Work shall be memorialized by a Change Order which may or may not precede an order of Extra work. B. For minor changes of Work not requiring changes to Contract Time or Contract Price, a Field Order may be issued by the City. CITY OF FORT WORTH STANDARDCONSTRUCTION SPECIFICATION DOCUMENTS Revision:Fdxuary 2,2016 007200-1 GENERAL CONDITIONS Page 39 of 63 10.02 Unauthorized Changes in the Work Contractor shall not be entitled to an increase in the Contract Price or an extension of the Contract Time with respect to any work performed that is not required by the Contract Documents as amended, modified, or supplemented as provided in Paragraph 3.04, except in the case of an emergency as provided in Paragraph 6.17. 10.03 Execution of Change Orders A. City and Contractor shall execute appropriate Change Orders covering: 1. changes in the Work which are: (i) ordered by City pursuant to Paragraph 10.01.A, (ii) required because of acceptance of defective Work under Paragraph 13.08 or City's correction of defective Work under Paragraph 13.09, or(iii) agreed to by the parties; 2. changes in the Contract Price or Contract Time which are agreed to by the parties, including any undisputed sum or amount of time for Work actually performed. 10.04 Extra Work A. Should a difference arise as to what does or does not constitute Extra Work, or as to the payment thereof, and the City insists upon its performance, the Contractor shall proceed with the work after making written request for written orders and shall keep accurate account of the actual reasonable cost thereof. Contract Claims regarding Extra Work shall be made pursuant to Paragraph 10.06. B. The Contractor shall furnish the City such installation records of all deviations from the original Contract Documents as may be necessary to enable the City to prepare for permanent record a corrected set of plans showing the actual installation. C. The compensation agreed upon for Extra Work whether or not initiated by a Change Order shall be a full, complete and final payment for all costs Contractor incurs as a result or relating to the change or Extra Work, whether said costs are known, unknown, foreseen or unforeseen at that time, including without limitation, any costs for delay, extended overhead, ripple or impact cost, or any other effect on changed or unchanged work as a result of the change or Extra Work. 1.0.05 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:Iiebwxy2,2016 007200-1 GENERAL CONDITIONS Page 40 of 63 10.06 Contract Claims Process A. City's Decision Required. All Contract Claims, except those waived pursuant to Paragraph 14.09, shall be referred to the City for decision. A decision by City shall be required as a condition precedent to any exercise by Contractor of any rights or remedies he may otherwise have under the Contract Documents or by Laws and Regulations in respect of such Contract Claims. B. Notice: 1. Written notice stating the general nature of each Contract Claim shall be delivered by the Contractor to City no later than 15 days after the start of the event giving rise thereto. The responsibility to substantiate a Contract Claim shall rest with the party making the Contract Claim. 2. Notice of the amount or extent of the Contract Claim, with supporting data shall be delivered to the City on or before 45 days from the start of the event giving rise thereto (unless the City allows additional time for Contractor to submit additional or more accurate data in support of such Contract Claim). 3. A Contract Claim for an adjustment in Contract Price shall be prepared in accordance with the provisions of Paragraph 12.01. 4. A Contract Claim for an adjustment in Contract Time shall be prepared in accordance with the provisions of Paragraph 12.02. S. 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. I 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. i I CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision:Febnmry2,2016 007200-1 GENERAL CONDITIONS Page 41 of 63 D. City's written action under Paragraph 10.06.0 will be final and binding, unless City or Contractor invoke the dispute resolution procedure set forth in Article 16 within 30 days of such action or denial. E. No Contract Claim for an adjustment in Contract Price or Contract Time will be valid if not submitted in accordance with this Paragraph 10.06. ARTICLE 11 —COST OF THE WORK; ALLOWANCES; UNIT PRICE WORK; PLANS QUANTITY MEASUREMENT 11.01 Cost of the Work A. Costs Included: The term Cost of the Work means the sum of all costs, except those excluded in Paragraph 11.013, necessarily incurred and paid by Contractor in the proper performance of the Work. When the value of any Work covered by a Change Order, the costs to be reimbursed to Contractor will be only those additional or incremental costs required because of the change in the Work. Such costs shall not include any of the costs itemized in Paragraph 11.01.13, and shall include but not be limited to the following items: 1. Payroll costs for employees in the direct employ of Contractor in the performance of the Work under schedules of job classifications agreed upon by City and Contractor. Such employees shall include, without limitation, superintendents, foremen, and other personnel employed full time on the Work. Payroll costs for employees not employed full time on the Work shall be apportioned on the basis of their time spent on the Work. Payroll costs shall include; a. salaries with a 55% markup, or b. salaries and wages plus the cost of fringe benefits, which shall include social security contributions, unemployment, excise, and payroll taxes, workers' compensation, health and retirement benefits, bonuses, sick leave, vacation and holiday pay applicable thereto. The expenses of performing Work outside of Regular Working Hours, Weekend Working Hours, or legal holidays, shall be included in the above to the extent authorized by City. 2. Cost of all materials and equipment furnished and incorporated in the Work, including costs of transportation and storage thereof, and Suppliers' field services required in connection therewith. 3. Rentals of all construction equipment and machinery, and the parts thereof whether rented from Contractor or others in accordance with rental agreements approved by City, and the costs of transportation, loading, unloading, assembly, dismantling, and removal thereof. All such costs shall be in accordance with the terms of said rental agreements. The rental of any such equipment, machinery, or parts shall cease when the use thereof is no longer necessary for the Work. CTTY OF FORT WORTH STANDARDCONSTRUCrION SPECIFICATION DOCUMENTS Revision:rebmary2,2016 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 Iimited to engineers, architects, testing laboratories, surveyors, attorneys, and accountants) employed for services specifically related to the Work. 6. Supplemental costs including the following: a. The proportion of necessary transportation, travel, and subsistence expenses of Contractor's employees incurred in discharge of duties connected with the Work. b. Cost, including transportation and maintenance, of all materials, supplies, equipment, machinery, appliances, office, and temporary facilities at the Site, and hand tools not owned by the workers, which are consumed in the performance of the Work, and cost, less market value, of such items used but not consumed which remain the property of Contractor. c. Sales, consumer, use, and other similar taxes related to the Work, and for which Contractor is liable not covered under Paragraph 6.11, as imposed by Laws and Regulations. d. Deposits lost for causes other than negligence of Contractor, any Subcontractor, or anyone directly or indirectly employed by any of them or for whose acts any of them may be liable, and royalty payments and fees for permits and licenses. e. Losses and damages (and related expenses) caused by damage to the Work, not compensated by insurance or otherwise, sustained by Contractor in connection with the performance of the Work, provided such losses and damages have resulted from causes other than the negligence of Contractor, any Subcontractor, or anyone directly or indirectly employed by any of them or for whose acts any of them may be liable. Such losses shall include settlements made with the written consent and approval of City. No such losses, damages, and expenses shall be included in the Cost of the Work for the purpose of determining Contractor's fee. f. The cost of utilities, fuel, and sanitary facilities at the Site. I 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. CPrY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision:Febwapr 2,2016 007200-1 GENERAL CONDITIONS Page 43 of 63 h. The costs of premiums for all bonds and insurance Contractor is required by the Contract Documents to purchase and maintain. B. Costs Excluded:The term Cost of the Work shall not include any of the following items: 1. Payroll costs and other compensation of Contractor's officers, executives, principals (of partnerships and sole proprietorships), general managers, safety managers, engineers, architects, estimators, attorneys, auditors, accountants, purchasing and contracting agents, expediters, timekeepers, clerks, and other personnel employed by Contractor, whether at the Site or in Contractor's principal or branch office for general administration of the Work and not specifically included in the agreed upon schedule of job classifications referred to in Paragraph 11.0LA.I or specifically covered by Paragraph 11.01.A.4, all of which are to be considered administrative costs covered by the Contractor's fee. 2. Expenses of Contractor's principal and branch offices other than Contractor's office at the Site. 3. Any part of Contractor's capital expenses, including interest on Contractor's capital employed for the Work and charges against Contractor for delinquent payments. 4. Costs due to the negligence of Contractor, any Subcontractor, or anyone directly or indirectly employed by any of them or for whose acts any of them may be liable, including but not limited to, the correction of defective Work, disposal of materials or equipment wrongly supplied, and making good any damage to property. 5. Other overhead or general expense costs of any kind. C. Contractor's Fee: When all the Work is performed on the basis of cost-plus, Contractor's fee shall be determined as set forth in the Agreement. When the value of any Work covered by a Change Order for an adjustment in Contract Price is determined on the basis of Cost of the Work,Contractor's fee shall be determined as set forth in Paragraph 12.01.C. D. Documentation: Whenever the Cost of the Work for any purpose is to be determined pursuant to Paragraphs 11.01.A and 11.01.13, 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: CTPY OF PORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision:PebmaryZ 2016 007200-1 GENERAL CONDITIONS Page 44 of 63 a. the pre-bid allowances include the cost to Contractor of materials and equipment required by the allowances to be delivered at the Site, and all applicable taxes; and i b. Contractor's costs for unloading and handling on the Site, labor, installation, overhead, profit, and other expenses contemplated for the pre-bid allowances have been included in the allowances, and no demand for additional payment on account of any of the foregoing will be valid. C. Contingency Allowance: Contractor agrees that a contingency allowance, if any, is for the sole use of City. D. Prior to final payment, an appropriate Change Order will be issued to reflect actual amounts due Contractor on account of Work covered by allowances, and the Contract Price shall be correspondingly adjusted. 11.03 Unit Price Work A. Where the Contract Documents provide that all or part of the Work is to be Unit Price Work, initially the Contract Price will be deemed to include for all Unit Price Work an amount equal to the sum of the unit price for each separately identified item of Unit Price Work times the estimated quantity of each item as indicated in the Agreement. B. The estimated quantities of items of Unit Price Work are not guaranteed and are solely for the purpose of comparison of Bids and determining an initial Contract Price. Determinations of the actual quantities and classifications of Unit Price Work performed by Contractor will be made by City subject to the provisions of Paragraph 9.05. C. Each unit price will be deemed to include an amount considered by Contractor to be adequate to cover Contractor's overhead and profit for each separately identified item. Work described in the Contract Documents, or reasonably inferred as required for a functionally complete installation, but not identified in the listing of unit price items shall be considered incidental to unitr price work listed and the cost of incidental work included as part of the unit price. D. City may make an adjustment in the Contract Price in accordance with Paragraph 12.01 if, 1. the quantity of any item of Unit Price Work performed by Contractor differs materially and significantly from the estimated quantity of such item indicated in the Agreement; and 2. there is no corresponding adjustment with respect to any other item of Work. E. Increased or Decreased Quantities: The City reserves the right to order Extra Work in accordance with Paragraph 10.01. 1. If the changes in quantities or the alterations do not significantly change the character of work under the Contract Documents, the altered work will be paid for at the Contract unit price. MY OF FORT WORTH STANDARD CONSTRUCTION sPECIF[CATION DOCUMENTS Revision:Fehnkuy 2,2016 007200-1 GENERAL CONDITIONS Page 45 of 63 2. If the changes in quantities or alterations significantly change the character of work, the Contract will be amended by a Change Order. 3. If no unit prices exist, this will be considered Extra Work and the Contract will be amended by a Change Order in accordance with Article 12. 4. A significant change in the character of work occurs when: a. the character of work for any Item as altered differs materially in kind or nature from that in the Contract or b. a Major Item of work varies by more than 25% from the original Contract quantity. 5. When the quantity of work to be done under any Major Item of the Contract is more than 125% of the original quantity stated in the Contract, then either party to the Contract may request an adjustment to the unit price on the portion of the work that is above 125%. 6. When the quantity of work to be done under any Major Item of the Contract is less than 75% of the original quantity stated in the Contract, then either party to the Contract may request an adjustment to the unit price. 11.04 Plans Quantity Measurement A. Plans quantities may or may not represent the exact quantity of work performed or material moved, handled, or placed during the execution of the Contract. The estimated bid quantities are designated as final payment quantities, unless revised by the governing Section or this Article. B. If the quantity measured as outlined under "Price and Payment Procedures" varies by more than 25% (or as stipulated under "Price and Payment Procedures" for specific Items) from the total estimated quantity for an individual Item originally shown in the Contract Documents, an adjustment may be made to the quantity of authorized work done for payment purposes. The party to the Contract requesting the adjustment will provide field measurements and calculations showing the final quantity for which payment will be made. Payment for revised quantity will be made at the unit price bid for that Item,except as provided for in Article 10. C. When quantities are revised by a change in design approved by the City, by Change Order, or to correct an error, or to correct an error on the plans, the plans quantity will be increased or decreased by the amount involved in the change, and the 25% variance will apply to the new plans quantity. D. If the total Contract quantity multiplied by the unit price bid for an individual Item is less than $250 and the Item is not originally a plans quantity Item, then the Item may be paid as a.plans quantity Item if the City and Contractor agree in writing to fix the final quantity as a plans quantity. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision:l e xuary 2,2016 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 12.0l.C.2), and shall include the cost of any secondary impacts that are foreseeable at the time of pricing the cost of Extra Work; or 3. where the Work involved is not covered by unit prices contained in the Contract Documents and agreement to a lump sum or unit price is not reached under Paragraph 12.01.13.2, 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 fixed fee; or 2. if a fixed fee is not agreed upon, then a fee based on the following percentages of the various portions of the Cost of the Work: a. for costs incurred under Paragraphs 11.01.A.1, 11.0l.A.2. and 11.0l.A.3, the Contractor's additional fee shall be 15 percent except for: 1) rental fees for Contractor's own equipment using standard rental rates; 2) bonds and insurance; b. for costs incurred under Paragraph 11.01.A.4 and 11.01.A.5, the Contractor's fee shall be five percent(5%); 1) where one or more tiers of subcontracts are on the basis of Cost of the Work plus a fee and no fixed fee is agreed upon, the intent of Paragraphs 12.01.C.2.a and 12.01.C.2.b is that the Subcontractor who actually performs the Work, at whatever CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision:Pebniary2,2016 007200-1 GENERAL CONDITIONS Page 47 of 63 tier, will be paid a fee of 15 percent of the costs incurred by such Subcontractor under Paragraphs 11.01.A.1 and 11.0l.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 11.01.A.6, and 11.01.B; d. the amount of credit to be allowed by Contractor to City for any change which results in a net decrease in cost will be the amount of the actual net decrease in cost plus a deduction in Contractor's fee by an amount equal to five percent (5%) of such net decrease. 12.02 Change of Contract Time A. The Contract Time may only be changed by a Change Order. B. No extension of the Contract Time will be allowed for Extra Work or for claimed delay unless the Extra Work contemplated or claimed delay is shown to be on the critical path of the Project Schedule or Contractor can show by Critical Path Method analysis how the Extra Work or claimed delay adversely affects the critical path. 12.03 Delays A. Where Contractor is reasonably delayed in the performance or completion of any part of the Work within the Contract Time due to delay beyond the control of Contractor, the Contract Time may be extended in an amount equal to the time lost due to such delay if a Contract Claim is made therefor. Delays beyond the control of Contractor shall include, but not be limited to, acts or neglect by City, acts or neglect of utility owners or other contractors performing other work as contemplated by Article 7, fires, floods, epidemics, abnormal weather conditions, or acts of God. Such an adjustment shall be Contractor's sole and exclusive remedy for the delays described in this Paragraph. B. If Contractor is delayed, City shall not be liable to Contractor for any claims, costs, losses, or damages (including but not limited to all fees and charges of engineers, architects, attorneys, and other professionals and all court or arbitration or other dispute resolution costs) sustained by Contractor on or in connection with any other project or anticipated project. C. Contractor shall not be entitled to an adjustment in Contract Price or Contract Time for delays within the control of Contractor. Delays attributable to and within the control of a Subcontractor or Supplier shall be deemed to be delays within the control of Contractor. D. The Contractor shall receive no compensation for delays or hindrances to the Work, except when direct and unavoidable extra cost to the Contractor is caused by the failure of the City to provide information or material, if any, which is to be furnished by the City. C]TY OF FORT WORTH STANDARD CONSTRUCPION SPECIFICATION DOCUMENTS Revision:Fvbnmy2,2016 007200-1 GENERAL CONDITIONS Page 48 of 63 ARTICLE 13—TESTS AND INSPECTIONS; CORRECTION,REMOVAL OR ACCEPTANCE OF DEFECTIVE WORK 13.01 Notice of Defects Notice of all defective Work of which City has actual knowledge will be given to Contractor. Defective Work may be rejected, corrected, or accepted as provided in this Article 13. 13.02 Access to Work City, independent testing laboratories, and governmental agencies with jurisdictional interests will have access to the Site and the Work at reasonable times for their observation, inspection, and testing. Contractor shall provide them proper and safe conditions for such access and advise them of Contractor's safety procedures and programs so that they may comply therewith as applicable. 13.03 Tests and Inspections A. Contractor shall give City timely notice of readiness of the Work for all required inspections, tests, or approvals and shall cooperate with inspection and testing personnel to facilitate required inspections or tests. B. If Contract Documents, Laws or Regulations of any public body having jurisdiction require any of the Work (or part thereof) to be inspected, tested, or approved, Contractor shall assume full responsibility for arranging and obtaining such independent inspections, tests, retests or approvals, pay all costs in connection therewith, and furnish City the required certificates of inspection or approval; excepting, however, those fees specifically identified in the i Supplementary Conditions or any Texas Department of Licensure and Regulation (TDLR) inspections, which shall be paid as described in the Supplementary Conditions. iC. Contractor shall be responsible for arranging and obtaining and shall pay all costs in connection with any inspections, tests, re-tests, or approvals required for City's acceptance of materials or equipment to be incorporated in the Work; or acceptance of materials, mix designs, or equipment submitted for approval prior to Contractor's purchase thereof for incorporation in the Work. Such inspections, tests, re-tests, or approvals shall be performed by organizations acceptable to City. D. City may arrange for the services of an independent testing laboratory ("Testing Lab") to perform any inspections or tests ("Testing") for any part of the Work, as determined solely by City. 1. City will coordinate such Testing to the extent possible,with Contractor; 2. Should any Testing under this Section 13.03 D result in a "fail", "did not pass" or other similar negative result, the Contractor shall be responsible for paying for any and all retests. Contractor's cancellation without cause of City initiated Testing shall be deemed a negative result and require a retest. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision:FebmatyZ 2016 007200-1 GENERAL CONDITIONS Page 49 of 63 3. Any amounts owed for any retest under this Section 13.43 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. P. If City considers it necessary or advisable that covered Work be observed by City or inspected or tested by others, Contractor, at City's request, shall uncover,expose, or otherwise make available for observation, inspection, or testing as City may require, that portion of the Work in question, furnishing all necessary labor,material, and equipment. 1. If it is found that the uncovered Work is defective, Contractor shall pay all claims, costs, losses, and damages (including but not limited to all fees and charges of engineers, architects, attorneys, and other professionals and all court or other dispute resolution costs) arising out of or relating to such uncovering, exposure, observation, inspection, and testing, and of satisfactory replacement or reconstruction (including but not limited to all costs of repair or replacement of work of others); or City shall be entitled to accept defective Work in accordance with Paragraph 13.08 in which case Contractor shall still be responsible for all costs associated with exposing,observing, and testing the defective Work. 2. If the uncovered Work is not found to be defective, Contractor shall be allowed an increase in the Contract Price or an extension of the Contract Time, or both, directly attributable to such uncovering,exposure,observation,inspection,testing,replacement, and reconstruction. 13.45 City May Stop the Work If the Work is defective, or Contractor fails to supply sufficient skilled workers or suitable materials h 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 C=OF FORT WORTH STANDARD CONSTRUCTION SPECIRCATION DOCUMENTS Revision:Febmiy2,2016 007200-1 GENERAL CONDITIONS S Page 50 of 63 Subcontractor, any Supplier, any other individual or entity, or any surety for, or employee or agent of any of them. 13.06 Correction or Removal of Defective Work A. Promptly after receipt of written notice, Contractor shall correct all defective Work pursuant to an acceptable schedule, whether or not fabricated, installed, or completed, or, if the Work has been rejected by City, remove it from the Project and replace it with Work that is not defective. Contractor shall pay all claims, costs, additional testing, losses, and damages (including but not limited to all fees and charges of engineers, architects, attorneys, and other professionals and all court or arbitration or other dispute resolution costs) arising out of or relating to such correction or removal (including but not limited to all costs of repair or replacement of work of others). Failure to require the removal of any defective Work shall not constitute acceptance of such Work. B. When correcting defective Work udder the terms of this Paragraph 13.06 or Paragraph 13.07, Contractor shall take no action that would void or otherwise impair City's special warranty and guarantee, if any, on said Work. 13.07 Correction Period A. If within two (2) years after the date of Final Acceptance (or such longer period of time as may be prescribed by the terms of any applicable special guarantee required by the Contract Documents), any Work is found to be defective, or if the repair of any damages to the land or areas made available for Contractor's use by City or permitted by Laws and Regulations as contemplated in Paragraph 6.10.A is found to be defective, Contractor shall promptly, without cost to City and in accordance with City's written instructions: 1. repair such defective land or areas; or 2. correct such defective Work; or 3. if the defective Work has been rejected by City, remove it from the Project and replace it with Work that is not defective, and 4. satisfactorily correct or repair or remove and replace any damage to other Work, to the work of others or other land or areas resulting therefrom. B. If Contractor does not promptly comply with the terms of City's written instructions, or in an emergency where delay would cause serious risk of loss or damage, City may have the defective Work corrected or repaired or may have the rejected Work removed and replaced. All claims, costs, losses, and damages (including but not limited to all fees and charges of engineers, architects, attorneys, and other professionals and all court or other dispute resolution costs) arising out of or relating to such correction or repair or such removal and replacement (including but not limited to all costs of repair or replacement of work of others) will be paid by Contractor. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision:ibmmy 2,2016 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 SPPCIFICATION DOCUMENTS Revision:Febnkvy 2,2016 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 1.3.09. ARTICLE 14—PAYMENTS TO CONTRACTOR AND COMPLETION 14.01 Schedule of Values The Schedule of Values for lump sum contracts established as provided in Paragraph 2.07 will serve as the basis for progress payments and will be incorporated into a form of Application for Payment acceptable to City. Progress payments on account of Unit Price Work will be based on the number of units completed. 14.02 Progress Payments A. Applications for Payments: 1. Contractor is responsible for providing all information as required to become a vendor of the City. 2. At least 20 days before the date established in the General Requirements for each progress payment, Contractor shall submit to City for review an Application for Payment filled out and signed by Contractor covering the Work completed as of the date of the Application and accompanied by such supporting documentation as is required by the Contract Documents. 3. If payment is requested on the basis of materials and equipment not incorporated in the Work but delivered and suitably stored at the Site or at another location agreed to in writing, the Application for Payment shall also be accompanied by a bill of sale, invoice, or other documentation warranting that City has received the materials and equipment free and clear of all Liens and evidence that the materials and equipment are covered by appropriate insurance or other arrangements to protect City's interest therein, all of which must be satisfactory to City. 4. Beginning with the second Application for Payment, each Application shall include an affidavit of Contractor stating that previous progress payments received on account of the Work have been applied on account to discharge Contractor's legitimate obligations associated with prior Applications for Payment. 5. The amount of retainage with respect to progress payments will be as stipulated in the Contract Documents. MY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision:F mL%y2,2016 007200-1 GENERAL CONDITIONS Page 53 of 63 B. Review of Applications: 1. City will, after receipt of each Application for Payment, either indicate in writing a recommendation of payment or return the Application to Contractor indicating reasons for refusing payment. In the latter case, Contractor may make the necessary corrections and resubmit the Application. 2. City's processing of any payment requested in an Application for Payment will be based on City's observations of the executed Work, and on City's review of the Application for Payment and the accompanying data and schedules, that to the best of City's knowledge: a. the Work has progressed to the point indicated; b. the quality of the Work is generally in accordance with the Contract Documents (subject to an evaluation of the Work as a functioning whole prior to or upon Final Acceptance, the results of any subsequent tests called for in the Contract Documents, a final determination of quantities and classifications for Work performed under Paragraph 9.05, and any other qualifications stated in the recommendation). 3. Processing any such payment will not thereby be deemed to have represented that: a. inspections made to check the quality or the quantity of the Work as it has been performed have been exhaustive, extended to every aspect of the Work in progress, or involved detailed inspections of the Work beyond the responsibilities specifically assigned to City in the Contract Documents; or b. there may not be other matters or issues between the parties that might entitle Contractor to be paid additionally by City or entitle City to withhold payment to Contractor,or c. Contractor has complied with Laws and Regulations applicable to Contractor's performance of the Work. 4. City may refuse to process the whole or any part of any payment because of subsequently discovered evidence or the results of subsequent inspections or tests, and revise or revoke any such payment previously made, to such extent as may be necessary to protect City from loss because: a. the Work is defective, or the completed Work has been damaged by the Contractor or his subcontractors, requiring correction or replacement; b. discrepancies in quantities contained in previous applications for payment; c. the Contract Price has been reduced by Change Orders; d. City has been required to correct defective Work or complete Work in accordance with Paragraph 13.09; or CITY of FORT woRTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision:February 2,2016 00 7200-1 GENERAL CONDITIONS Page 54 of 63 e. City has actual knowledge of the occurrence of any of the events enumerated in Paragraph 15.02.A. C. Retainage: 1. For contracts less than $400,000 at the time of execution, retainage shall be ten percent (10%). 2. For contracts greater than $400,000 at the time of execution, retainage shall be five percent (5%). D. Liquidated Damages. For each calendar day that any work shall remain uncompleted after the time specified in the Contract Documents, the sum per day specified in the Agreement, will be deducted from the monies due the Contractor, not as a penalty, but as liquidated 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 14.02.13.4.a through 14.02.B.4.e or Paragraph 15.02.A. 2. If City refuses to make payment of the amount requested, City will give Contractor written notice stating the reasons for such action and pay Contractor any amount remaining after deduction of the amount so withheld. City shall pay Contractor the amount so withheld, or any adjustment thereto agreed to by City and Contractor, when Contractor remedies the reasons for such action. 14.03 Contractor's Warranty of Title Contractor warrants and guarantees that title to all Work, materials, and equipment covered by any Application for Payment, whether incorporated in the Project or not, will pass to City no later than the time of payment free and clear of all Liens. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision:C~ehimy 2,2016 007200-1 GENERAL CONDITIONS Page 55 of 63 14.04 Partial Utilization A. Prior to Final Acceptance of all the Work, City may use or occupy any substantially completed part of the Work which has specifically been identified in the Contract Documents, or which City, determines constitutes a separately functioning and usable part of the Work that can be used by City for its intended purpose without significant interference with Contractor's performance of the remainder of the Work. City at any time may notify Contractor in writing to permit City to use or occupy any such part of the Work which City determines to be ready for its intended use, subject to the following conditions: 1. Contractor at any time may notify City in writing that Contractor considers any such part of the Work ready for its intended use. 2. Within a reasonable time after notification as enumerated in Paragraph 14.05.A.1, City and Contractor shall make an inspection of that part of the Work to determine its status of completion. If City does not consider that part of the Work to be substantially complete, City will notify Contractor in writing giving the reasons therefor. 3. Partial Utilization will not constitute Final Acceptance by City. 14.05 Final Inspection A. Upon written notice from Contractor that the entire Work is complete in accordance with the Contract Documents: 1. within 10 days,City will schedule a Final Inspection with Contractor. 2. City will notify Contractor in writing of all particulars in which this inspection reveals that the Work is incomplete or defective. Contractor shall immediately take such measures as are necessary to complete such Work or remedy such deficiencies. B. No time charge will be made against the Contractor between said date of notification of the City and the date of Final Inspection. Should the City determine that the Work is not ready for Final Inspection, City will notify the Contractor in writing of the reasons and Contract Time will resume. 1.4.06 Final Acceptance Upon completion by Contractor to City's satisfaction, of any additional Work identified in the Final Inspection, City will issue to Contractor a letter of Final Acceptance. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOMMENTS Revision:Febmary2,2016 007200-1 GENERAL CONDITIONS Page 56 of 63 G 14.07 Final Payment A. Application for Payment: 1. Upon Final Acceptance, and in the opinion of City, Contractor may make an application for final payment following the procedure for progress payments in accordance with the Contract Documents. 2. The final Application for Payment shall be accompanied(except as previously delivered)by: a. all documentation called for in the Contract Documents, including but not limited to the evidence of insurance required by Paragraph 5.03; b, consent of the surety, if any, to final payment; c. a list of all pending or released Damage Claims against City that Contractor believes are unsettled; and i d. affidavits of payments and complete and legally effective releases or waivers (satisfactory to City) of all Lien rights arising out of or Liens filed in connection with the Work. B. Payment Becomes Due: 1. After City's acceptance of the Application for Payment and accompanying documentation, requested by Contractor, less previous payments made and any sum City is entitled, including but not limited to liquidated damages, will become due and payable. 2. After all Damage Claims have been resolved: a. directly by the Contractor or; b. Contractor provides evidence that the Damage Claim has been reported to Contractor's insurance provider for resolution. 3. The making of the final payment by the City shall not relieve the Contractor of any guarantees or other requirements of the Contract Documents which specifically continue thereafter. 14.08 Final Completion Delayed and Partial Retainage Release A. If final completion of the Work is significantly delayed, and if City so confirms, City may, upon receipt of Contractor's final Application for Payment, and without terminating the Contract, make payment of the balance due for that portion of the Work fully completed and accepted. If the remaining balance to be held by City for Work not fully completed or corrected is less than the retainage stipulated in Paragraph 14.02.C, and if bonds have been furnished as required in Paragraph 5.02, the written consent of the surety to the payment of the balance due for that CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision:Fehmary2,2016 007200-1 GENERAL CONDITIONS Page 57 of 63 portion of the Work fully completed and accepted shall be submitted by Contractor to City with the Application for such payment. Such payment shall be made under the terms and conditions governing final payment,except that it shall not constitute a waiver of Contract Claims. B. Partial Retainage Release. For a Contract that provides for a separate vegetative establishment and maintenance, and test and performance periods following the completion of all other construction in the Contract Documents for all Work locations, the City may release a portion of the amount retained provided that all other work is completed as determined by the City. Before the release, all submittals and final quantities must be completed and accepted for all other work. An amount sufficient to ensure Contract compliance will be retained. 14.09 Waiver of Claims The acceptance of final payment will constitute a release of the City from all claims or liabilities under the Contract for anything done or furnished or relating to the work under the Contract Documents or any act or neglect of City related to or connected with the Contract. ARTICLE 15—SUSPENSION OF WORK AND TERMINATION 15,01 City May Suspend Work A. At any time and without cause, City may suspend the Work or any portion thereof by written notice to Contractor and which may fix the date on which Work will be resumed. Contractor shall resume the Work on the date so fixed. During temporary suspension of the Work covered by these Contract Documents, for any reason, the City will make no extra payment for stand--by time of construction equipment and/or construction crews. B. Should the Contractor not be able to complete a portion of the Project due to causes beyond the control of and without the fault or negligence of the Contractor, and should it be determined by mutual consent of the Contractor and City that a solution to allow construction to proceed is not available within a reasonable period of time, Contractor may request an extension in Contract Time, directly attributable to any such suspension. C. If it should become necessary to suspend the Work for an indefinite period, the Contractor shall store all materials in such a manner that they will not obstruct or impede the public unnecessarily nor become damaged in any way, and he shall take every precaution to prevent damage or deterioration of the work performed; he shall provide suitable drainage about the work, and erect temporary structures where necessary. D. Contractor may be reimbursed for the cost of moving his equipment off the job and returning the necessary equipment to the job when it is determined by the City that construction may be resumed. Such reimbursement shall be based on actual cost to the Contractor of moving the equipment and no profit will be allowed. Reimbursement may not be allowed if the equipment is moved to another construction project for the City. CITY OF FORT WORTH STANDARD CONSTRUCHON SPECIRCATiON DOCUMENTS Revision:Febngny 2,2016 f 007200-1 GENERAL CONDITIONS Page 58 of 63 15.02 City May Terminate for Cause A. The occurrence of any one or more of the following events by way of example, but not of Iimitation,may justify termination for cause: 1. Contractor's persistent failure to perform the Work in accordance with the Contract Documents (including, but not limited to, failure to supply sufficient skilled workers or suitable materials or equipment, failure to adhere to the Project Schedule established under Paragraph 2.07 as adjusted from time to time pursuant to Paragraph 6.04, or failure to adhere to the City's Business Diversity Enterprise Ordinance #20020-12-2011 established under Paragraph 6.06.D); 2. Contractor's disregard of Laws or Regulations of any public body having jurisdiction; 3. Contractor's repeated disregard of the authority of City; or 4. Contractor's violation in any substantial way of any provisions of the Contract Documents; or 5. Contractor's failure to promptly make good any defect in materials or workmanship, or defects of any nature,the correction of which has been directed in writing by the City; or 6. Substantial indication that the Contractor has made an unauthorized assignment of the Contract or any funds due therefrom for the benefit of any creditor or for any other purpose; or 7. Substantial evidence that the Contractor has become insolvent or bankrupt, or otherwise financially unable to carry on the Work satisfactorily; or 8. Contractor commences legal action in a court of competent jurisdiction against the City. B. If one or more of the events identified in Paragraph 15.02A. occur, City will provide written notice to Contractor and Surety to arrange a conference with Contractor and Surety to address Contractor's failure to perform the Work. Conference shall be held not later than 15 days, after receipt of notice. 1. If the City, the Contractor, and the Surety do not agree to allow the Contractor to proceed to perform the construction Contract, the City may, to the extent permitted by Laws and Regulations, declare a Contractor default and formally terminate the Contractor's right to complete the Contract. Contractor default shall not be declared earlier than 20 days after the Contractor and Surety have received notice of conference to address Contractor's failure to perform the Work. 2. If Contractor's services are terminated Suretyshall be obligated to take over and perform the g Work. If Surety does not commence performance thereof within 15 consecutive calendar days after date of an additional written notice demanding Surety's performance of its CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision:Febakuy2,2016 007200-1 GENERAL CONDITIONS Page 59 of 63 obligations, then City, without process or action at law, may take over any portion of the Work and complete it as described below. a. If City completes the Work, City may exclude Contractor and Surety from the site and take possession of the Work, and all materials and equipment incorporated into the Work stored at the Site or for which City has paid Contractor or Surety but which are stored elsewhere, and finish the Work as City may deem expedient. 3. Whether City or Surety completes the Work, Contractor shall not be entitled to receive any further payment until the Work is finished. If the unpaid balance of the Contract Price exceeds all claims, costs, losses and damages sustained by City arising out of or resulting from completing the Work, such excess will be paid to Contractor. If such claims, costs, losses and damages exceed such unpaid balance, Contractor shall pay the difference to City. Such claims, costs, losses and damages incurred by City will be incorporated in a Change Order, provided that when exercising any rights or remedies under this Paragraph, City shall not be required to obtain the lowest price for the Work performed. 4. Neither City, nor any of its respective consultants, agents, officers, directors or employees shall be in any way liable or accountable to Contractor or Surety for the method by which the completion of the said Work, or any portion thereof, may be accomplished or for the price paid therefor. 5. City, notwithstanding the method used in completing the Contract, shall not forfeit the right to recover damages from Contractor or Surety for Contractor's failure to timely complete the entire Contract. Contractor shall not be entitled to any claim on account of the method used by City in completing the Contract. b. 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. CUY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision:Mwaty2,2016 007200-1 GENERAL CONDITIONS Page 60 of 63 15.03 City May Terminate For Convenience A. City may, without cause and without prejudice to any other right or remedy of City, terminate the Contract. Any termination shall be effected by mailing a notice of the termination to the Contractor specifying the extent to which performance of Work under the contract is terminated, and the date upon which such termination becomes effective. Receipt of the notice shall be deemed conclusively presumed and established when the letter is placed in the United States Postal Service Mail by the City. Further, it shall be deemed conclusively presumed and established that such termination is made with just cause as therein stated; and no proof in any claim,demand or suit shall be required of the City regarding such discretionary action. S. 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 Dot 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:FebmaryZ 2016 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 10.06.13 shall become final and binding 30 days after termination of the mediation unless, within that time period,City or Contractor: C1TY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision:f0moy2,2016 I 007200-1 GENERAL CONDITIONS Page 62 of 63 1. elects in writing to invoke any other dispute resolution process provided for in the Supplementary Conditions; or 2. agrees with the other party to submit the Contract CIaim to another dispute resolution process; or 3. gives written notice to the other party of the intent to submit the Contract Claim to a court of competent jurisdiction_ ARTICLE 17—MISCELLANEOUS 17.01 Giving Notice A. Whenever any provision of the Contract Documents requires the giving of written notice, it will be deemed to have been validly given if. 1. delivered in person to the individual or to a member of the firm or to an officer of the corporation for whom it is intended; or 2. delivered at or sent by registered or certified mail, postage prepaid, to the last business address known to the giver of the notice. B. Business address changes must be promptly made in writing to the other party. C. Whenever the Contract Documents specifies giving notice by electronic means such electronic notice shall be deemed sufficient upon confirmation of receipt by the receiving party. 17.02 Computation of Times When any period of time is referred to in the Contract Documents by days, it will be computed to exclude the first and include the last day of such period. If the last day of any such period falls on a Saturday or Sunday or on a day made a legal holiday the next Working Day shall become the last day of the period. 17.03 Cumulative Remedies The duties and obligations imposed by these General Conditions and the rights and remedies available hereunder to the parties hereto are in addition to, and are not to be construed in any way as a limitation of, any rights and remedies available to any or all of them which are otherwise imposed or available by Laws or Regulations, by special warranty or guarantee, or by other provisions of the Contract Documents. The provisions of this Paragraph will be as effective as if repeated specifically in the Contract Documents in connection with each particular duty, obligation, right, and remedy to which they apply. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision:Te6nimy 2,2016 007200-1 GENERAL CONDITIONS Page 63 of 63 17.04 Survival of Obligations All representations, indemnifications, warranties, and guarantees made in, required by, or given in accordance with the Contract Documents, as well as all continuing obligations indicated in the Contract Documents, will survive final payment, completion, and acceptance of the Work or termination or completion of the Contract or termination of the services of Contractor. 17.05 Headings Article and paragraph headings are inserted for convenience only and do not constitute parts of these General Conditions. CITY ON FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision:February 2,2016 4 007300-1 SUPPLEMENTARY CONDITIONS Page I of 5 1 SECTION 00 73 00 2 SUPPLEMENTARY CONDITIONS 3 TO 4 GENERAL CONDITIONS 5 6 7 Supplementary Conditions 8 9 These Supplementary Conditions modify and supplement Section 00 72 00-General Conditions,and other 10 provisions of the Contract Documents as indicated below. All provisions of the General Conditions that are 11 modified or supplemented remain in full force and effect as so modified or supplemented. All provisions 12 of the General Conditions which are not so modified or supplemented remain in full force and effect. 13 14 Defined Terms 15 16 The terms used in these Supplementary Conditions which are defined in the General Conditions have the 17 meaning assigned to them in the General Conditions,unless specifically noted herein. 18 19 Modifications and Supplements 20 21 The following are instructions that modify or supplement specific paragraphs in the General Conditions and 22 other Contract Documents. 23 24 SC-3.03B.2,"Resolving Discrepancies" 25 26 Plans govern over Specifications. 27 28 SC-4.01A 29 30 Easement limits shown on the Drawing are approximate and were provided to establish a basis for bidding. 31 Upon receiving the final easements descriptions,Contractor shall compare them to the lines shown on the 32 Contract Drawings. f 33 34 SC-4.01A.1.,"Availability of Lands" 35 i 36 The following is a list of known outstanding right-of-way,and/or easements to be acquired,if any as of 37 August 30,2018: 38 39 Outstanding Right-Of-Way,and/or Easements to Be Acquired PARCEL OWNER TARGET DATE NUMBER OF POSSESSION None 40 The Contractor understands and agrees that the dates listed above are estimates only, are not guaranteed, 41 and do not bind the City. 42 43 if Contractor considers the final easements provided to differ materially from the representations on the 44 Contract Drawings, Contractor shall within five (5) Business Days and before proceeding with the Work, 45 notify City in writing associated with the differing easement line locations. 46 CITY OF PORT WORTH UTILITY CUT REPAIR STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CONTRACT 2018 Revised January 22,2016 City Project No.UC-01 2018 007300-2 SUPPLEMENTARY CONDITIONS Page 2 of 5 1 SC-4.01A.2,"Availability of Lands" 2 3 Utilities or obstructions to be removed,adjusted,and/or relocated 4 5 The following is list of utilities and/or obstructions that have not been removed,adjusted,and/or relocated 6 as of August 30,2018 7 EXPECTED UTILITY AND LOCATION TARGET DATE OF OWNER ADJUSTMENT None 8 The Contractor understands and agrees that the dates listed above are estimates only,are not guaranteed, 9 and do not bind the City. 10 11 SC-4.02A.,"Subsurface and Physical Conditions" 12 13 The following are reports of explorations and tests of subsurface conditions at the site of the Work: 14 None 15 16 The following are drawings of physical conditions in or relating to existing surface and subsurface 17 structures(except Underground Facilities)which are at or contiguous to the site of the Work: 18 None 19 20 SC-4.06A.,"Hazardous Environmental Conditions at Site" 21 22 The following are reports and drawings of existing hazardous environmental conditions known to the City: 23 None 24 25 SC-5.03A.,"Certificates of Insurance" 26 27 The entities listed below are "additional insureds as their interest may appear" including their respective 28 officers,directors,agents and employees. 29 30 (1) City 31 (2) Consultant: None 32 (3) Other: None 33 34 SC-5.04A.,"Contractor's Insurance" 35 36 The limits of liability for the insurance required by Paragraph GC-5.04 shall provide the following 37 coverages for not less than the following amounts or greater where required by laws and regulations: 38 39 5.04A.Workers'Compensation,under Paragraph GC-5.04A. 40 41 Statutory limits 42 Employer's liability 43 $100,000 each accident/occurrence 44 $100,000 Disease-each employee 45 $500,000 Disease-policy limit 46 47 48 49 CITY OF FORT WORTH UTILITY CUT REPAIR STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CONTRACT 2018 Revised January 22,2016 City Project No.UC-012019 007300-3 SUPPLFMFN`I'ARY CONDITIONS Page 3 of 5 I SC-5.04B.,"Contractor's Insurance" 2 3 5.04B.Commercial General Liability, under Paragraph GC-5.04B.Contractor's Liability Insurance 4 under Paragraph GC-5.04B.,which shall be on a per project basis covering the Contractor with 5 minimum limits of- 6 7 $1,000,000 each occurrence 8 $2,000,000 aggregate limit 9 10 The policy must have an endorsement(Amendment—Aggregate Limits of Insurance)making the 11 General Aggregate Limits apply separately to each job site. 12 13 The Commercial General Liability Insurance policies shall provide"X","C",and"U"coverage's. 14 Verification of such coverage must be shown in the Remarks Article of the Certificate of Insurance. 15 16 SC 5.04C.,"Contractor's Insurance" 17 5.04C. Automobile Liability,under Paragraph GC-5.04C. Contractor's Liability Insurance under i 18 Paragraph GC-5.04C.,which shall be in an amount not less than the following amounts: 19 20 (1) Automobile Liability-a commercial business policy shall provide coverage on "Any Auto", 21 defined as autos owned,hired and non-owned. 22 23 $1,000,000 each accident on a combined single limit basis. Split limits are acceptable if limits are at 24 least: 25 26 $250,000 Bodily Injury per person/ 27 $500,000 Bodily Injury per accident/ 28 $100,000 Property Damage 29 30 SC-5.04D.,"Contractor's Insurance" 31 32 The Contractor's construction activities will require its employees,agents,subcontractors,equipment,and 33 material deliveries to cross railroad properties and tracks None 34 35 The Contractor shall conduct its operations on railroad properties in such a manner as not to interfere with, 36 hinder,or obstruct the railroad company in any manner whatsoever in the use or operation of its/their trains 37 or other property. Such operations on railroad properties may require that Contractor to execute a"Right of 38 Entry Agreement"with the particular railroad company or companies involved,and to this end the 39 Contractor should satisfy itself as to the requirements of each railroad company and be prepared to execute 40 the right-of-entry(if any)required by a railroad company.The requirements specified herein likewise relate 41 to the Contractor's use of private and/or construction access roads crossing said railroad company's 42 properties. 43 44 The Contractual Liability coverage required by Paragraph 5.04D of the General Conditions shall provide 45 coverage for not less than the following amounts,issued by companies satisfactory to the City and to the 46 Railroad Company for a term that continues for so long as the Contractor's operations and work cross, 47 occupy,or touch railroad property: 48 49 (1) General Aggregate: $Confirm Limits with Railroad 50 51 (2) Each Occurrence: $Confirm Limits with Railroad 52 53 Required for this Contract X Not required for this Contract 54 55 CITY OF FORT WORTH UTILITY CUT REPAIR STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CONTRACT 2018 Revised January 22,2016 City Project No.UC-01 2018 i 007300-4 SUPPLEMENTARY CONDITIONS Page 4 of 5 1 With respect to the above outlined insurance requirements,the following shall govern: 2 3 1. Where a single railroad company is involved,the Contractor shall provide one insurance policy in 4 the name of the railroad company. However, if more than one grade separation or at-grade 5 crossing is affected by the Project at entirely separate locations on the line or lines of the same 6 railroad company, separate coverage may be required,each in the amount stated above. 7 8 2. Where more than one railroad company is operating on the same right-of-way or where several 9 railroad companies are involved and operated on their own separate rights-of-way, the Contractor 10 may be required to provide separate insurance policies in the name of each railroad company. 11 12 3. Tf,in addition to a grade separation or an at-grade crossing, other work or activity is proposed on a 13 railroad company's right-of-way at a location entirely separate from the grade separation or at- 14 grade crossing,insurance coverage for this work must be included in the policy covering the grade 15 separation. 16 17 4. If no grade separation is involved but other work is proposed on a railroad company's right-of- 18 way, all such other work may be covered in a single policy for that railroad,even though the work 19 may be at two or more separate locations. 20 21 No work or activities on a railroad company's property to be performed by the Contractor shall be 22 commenced until the Contractor has furnished the City with an original policy or policies of the insurance 23 for each railroad company named,as required above. All such insurance must be approved by the City and 24 each affected Railroad Company prior to the Contractor's beginning work. 25 26 The insurance specified above must be carried until all Work to be performed on the railroad right-of-way 27 has been completed and the grade crossing,if any,is no longer used by the Contractor. In addition, 28 insurance must be carried during all maintenance and/or repair work performed in the railroad right-of-way. 29 Such insurance must name the railroad company as the insured,together with any tenant or lessee of the 30 railroad company operating over tracks involved in the Project. 31 32 SC-6.04.,"Project Schedule" 33 34 Project schedule shall be tier I for the project. 35 36 SC-6.07.,"Wage Rates" 37 38 The following is the prevailing wage rate table(s)applicable to this project and is provided in the 39 Appendixes: 40 GC-6.07 2013 Prevailing Wage Rates(Heavy&Highway Construction Projects) 41 42 SC-6.09.,"Permits and Utilities" 43 44 SC-6.09A.,"Contractor obtained permits and licenses" 45 The following are known permits and/or licenses required by the Contract to be acquired by the Contractor: 46 None 47 48 SC-6.09B."City obtained permits and licenses" 49 The following are known permits and/or licenses required by the Contract to be acquired by the City: None 50 51 SC-6.09C."Outstanding permits and licenses" 52 53 The following is a list of known outstanding permits and/or licenses to be acquired,if any as of August 30, 54 2018 55 CITY OF FORT WORTH UTILITY CUT REPAIR STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CONTRACT 2018 Revised January 22,2016 City Project No.UC-01 2018 i 007300-5 SUPPLEMENTARY CONDITIONS Page 5 of 5 I Outstanding Permits and/or Licenses to Be Acquired OWNER PERMIT OR LICENSE AND LOCATION TARGET DATE OF POSSESSION i None 2 3 SC-7.02.,"Coordination" 4 5 The individuals or entities listed below have contracts with the City for the performance of other work at 6 the Site: 7 Vendor Scope of Work Coordination Authority None 8 I 9 10 SC-8.01,"Communications to Contractor" 11 12 None 13 14 SC-9.01.,"City's Project Manager" 15 16 The City's Project Manager for this Contract is J. Chris Underwood,or his/her successor pursuant to 17 written notification from the Director of Water Department 18 19 SC-13.03C.,"Tests and Inspections" 20 21 None 22 23 SC-16.01C.1,"Methods and Procedures" 24 25 None 26 27 28 END OF SECTION Revision Lag DATE NAME SUMMARY OF CHANGE 1/22/2016 F. Griffin SC-9.07., "City's Project Representative"wording changed to City's Project Manager. CITY OF FORT WORTH UTILITY CUT REPAIR STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CONTRACT 2018 Revised January 22,2016 City Project No.UC-01 2018 011100-1 SUMMARY OF WORK Page 1 of 3 1 SECTION 01 11 00 2 SUMMARY OF WORK 3 PART1 - GENERAL i 4 1.1 SUMMARY 5 A. Section Includes: 6 1. Summary of Work to be performed in accordance with the Contract Documents 7 B. Deviations from this City of Fort Worth Standard Specification 8 1. None. 9 C. Related Specification Sections include, but are not necessarily limited to: 10 1. Division 0-Bidding Requirements, Contract Forms, and Conditions of the Contract 11 2. Division 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 REFERFNCES [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 alt 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 shalt be included in 28 the price bid in the Proposal for various bid items. 29 C. Use of Premises 30 1. Coordinate uses of premises under direction of the City. 31 2. Assume full responsibility for protection and safekeeping of materials and 32 equipment stored on the Site. 33 3. Use and occupy only portions of the public streets and alleys,or other public places 34 or other rights-of-way as provided for in the ordinances of the City, as shown in the 35 Contract Documents,or as may be specifically authorized in writing by the City. 36 a. A reasonable amount of tools,materials, and equipment for construction 37 purposes may be stored in such space, but no more than is necessary to avoid 38 delay in the construction operations. CITY OF FORT WORTH UTILITY CUT REPAIR STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CONTRACT 2018 Revised December 20,2012 City Project No. 120 2018 01 1.100-2 SUMMARY OF WORK Page 2 of 3 1 b. Excavated and waste materials shall be stored in such a way as not to interfere 2 with the use of spaces that may be designated to be left free and unobstructed 3 and so as not to inconvenience occupants of adjacent property. 4 c. If the street is occupied by railroad tracks,the Work shall be carried on in such .5 manner as not to interfere with the operation of the railroad. 6 1) All Work shall be in accordance with railroad requirements set forth in 7 Division 0 as well as the railroad permit. 8 D. Work within Easements 9 1. Do not enter upon private property for any purpose without having previously 10 obtained permission from the owner of such property. 11 2. Do not store equipment or material on private property unless and until the 12 specified approval of the property owner has been secured in writing by the 13 Contractor and a copy furnished to the City. 14 3. Unless specifically provided otherwise,clear all rights-of-way or easements of M 15 obstructions which must be removed to make possible proper prosecution of the 16 Work as a part of the project construction operations. 17 4. Preserve and use every precaution to prevent damage to, all trees, shrubbery,plants, 18 lawns,fences,culverts,curbing, and all other types of structures or improvements, 19 to all water, sewer, and gas lines,to all conduits,overhead pole lines, or 20 appurtenances thereof,including the construction of temporary fences and to all 21 other public or private property adjacent to the Work. 22 5. Notify the proper representatives of the owners or occupants of the public or private 23 lands of interest in lands which might be affected by the Work. 24 a. Such notice shall be made at least 48 hours in advance of the beginning of the 25 Work. 26 b. Notices shall be applicable to both public and private utility companies and any 27 corporation,company,individual, or other,either as owners or occupants, 28 whose land or interest in land might be affected by the Work. 29 c. Be responsible for all damage or injury to property of any character resulting 30 from any act, omission,neglect,or misconduct in the manner or method or 31 execution of the Work, or at any time due to defective work, material,or 32 equipment. 33 6. Fence 34 a. Restore all fences encountered and removed during construction of the Project 35 to the original or a better than original condition. 36 b. Erect temporary fencing in place of the fencing removed whenever the Work is 37 not in progress and when the site is vacated overnight, and/or at all times to 38 provide site security. 39 c. The cost for all fence work within easements,including removal, temporary 40 closures and replacement, shall be subsidiary to the various items bid in the 41 project proposal,unless a bid item is specifically provided in the proposal. CITY OF FORT WORTH UTILITY CUT REPAIR STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CONTRACT 2018 Revised December 20,2012 City Project No.UC 012018 011100-3 SUMMARY OF WORK Page 3 of 3 1 1.5 SUBMITTALS [NOT USED] 2 1.6 ACTION SUBMITTALSANFORMATIONAL SUBMITTALS [NOT USED] 3 1.7 CLOSEOUT SUBMITTALS [NOT USED] 4 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 5 1.9 QUALITY ASSURANCE[NOT USED] 6 1.10 DELIVERY,STORAGE,AND HANDLING [NOT USED] 7 1.11 FIELD [SITE] CONDITIONS [NOT USED] 8 1.12 WARRANTY [NOT USED] 9 PART 2- PRODUCTS [NOT USED] 10 PART 3 - EXECUTION [NOT USED] 11 END OF SECTION 12 Rcvision Log DATE NAME SUMMARY OF CHANGE 13 CITY OF FORT WORTH UTILITY CUT REPAIR STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CONTRACT 2018 Revised December 20,2012 City Project No.UC-01 2018 I 012500-1 SUBSTITUTION PROCEDURES Page I of 4 I SECTION 0125 00 2 SUBSTITUTION PROCEDURES 3 PART 1 - 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: .7 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 CONSTRUCI'ION SPECIFICATION DOCUMENTS CONTRACT 2018 Revised July 1,2011 City Project No.UC-01 2018 012500-2 SUBSTITUTION PROCEDURES Page 2 of 4 1 b. Contract6r 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 FORTWORTH UTILITY CUT REPAIR STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CONTRACT 2018 Revised July 1,2011 City Project No.UC-01 2018 i 012500-3 SUBSTITUTION PROCEDURES Page 3 of 4 t 1 4. No additional contract time will be given for substitution. 2 5. Substitution will be rejected if. 3 a. Submittal is not through the Contractor with his stamp of approval 4 b. Request is not made in accordance with this Specification Section 5 c. In the City's opinion, acceptance will require substantial revision of the original 6 design 7 d. In the City's opinion, substitution will not perform adequately the function 8 consistent with the design intent 9 1.5 ACTION SUBMITTALSANFORMATIONAL SUBMITTALS [NOT USED] 10 1.7 CLOSEOUT SUBMITTALS [NOT USED] i 11 1.8 MAINTENANCE MATERIAL SUBMITTALS f NOT USED] 12 1.9 QUALITY ASSURANCE 13 A. In making request for substitution or in using an approved product,the Contractor 14 represents that the Contractor: 15 1. Has investigated proposed product, and has determined that it is adequate or 16 superior in all respects to that specified, and that it will perform function for which 17 it is intended 18 2. Will provide same guarantee for substitute item as for product specified 19 3. Will coordinate installation of accepted substitution into Work,to include building 20 modifications if necessary,making such changes as may be required for Work to be 21 complete in all respects 22 4. Waives all claims for additional costs related to substitution which subsequently 23 arise 24 1.10 DELIVERY,STORAGE,AND HANDLING [NOT USED] 25 1.11 FIELD [SITE] CONDITIONS [NOT USED] 26 1.12 WARRANTY[NOT USED] 27 PART 2- PRODUCTS [NOT USED] 28 PART 3- EXECUTION NOT USED 29 END OF SECTION 30 Revision Log DATE NAME SUMMARY OF CHANGE 31 CITY OF FORT WORTH UTILITY CUT REPAIR STANDARD CONSTRUCTION SPECIFICATION DOCUMENT'S CONTRACT 2018 Revised July I,2011 City Project No.UC-01 2018 01 2500-4 SUBSTITUTION PROCEDURES Page 4 of 4 1 EXHIBIT A 2 REQUEST FOR SUBSTITUTION FORM: 3 4 TO: 5 PROJECT: DATE: 6 We hereby submit for your consideration the following product instead of the specified item for 7 the above project: 8 SECTION PARAGRAPH SPECIFIED ITEM 9 10 11 Proposed Substitution: 12 Reason for Substitution: 13 Include complete information on changes to Drawings and/or Specifications which proposed 14 substitution will require for its proper installation. 15 16 Fill in Blanks Below: 17 A. Will the undersigned contractor pay for changes to the building design, including engineering 18 and detailing costs caused by the requested substitution? 19 20 21 B. What effect does substitution have on other trades? 22 23 24 C. Differences between proposed substitution and specified item? 25 26 27 D. Differences in product cost or product delivery time? " 28 29 30 E. Manufacturer's guarantees of the proposed and specified items are: 31 32 Equal Better(explain on attachment) 33 The undersigned states that the function, appearance and quality are equivalent or superior to the 34 specified item. 35 Submitted By: For Use by City 36 37 Signature Recommended Recommended 38 as noted 39 40 Firm Not recommended _Received late 41 Address By 42 Date 43 Date Remarks 44 Telephone 45 46 For Use by City: 47 48 Approved Rejected 49 City Date CITY OF FORT WORTH UTILITY CUT REPAIR STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CONTRACT 2018 Revised July 1,2011 City Project No.UC-0l 2018 013119-1 PRECONSTRUCTION MEETING Page 1 of 3 1 SECTION 013119 2 PRECONSTRUCTION MEETING 3 PARTI - 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. t0 C. Related Specification Sections include, but are not necessarily limited to: 11 1. Division 0—Bidding Requirements, Contract Forms and Conditions of the Contract 12 2. Division I ---General Requirements 13 1.2 PRICE AND PAYMENT PROCEDURES 14 A. Measurement and Payment 15 1. Work associated with this Item is considered subsidiary to the various items bid. 16 No separate payment will be allowed for this Item. 17 1.3 REFERENCES [NOT USED] 18 1.4 ADMINISTRATIVE REQUIREMENTS 19 A. Coordination 20 1. Attend preconstruction meeting. 21 2. Representatives of Contractor, subcontractors and suppliers attending meetings 22 shall be qualified and authorized to act on behalf of the entity each represents. 23 3. Meeting administered by City may be tape recorded. 24 a. If recorded,tapes will be used to prepare minutes and retained by City for 25 future reference. 26 B. Preconstruction Meeting 27 1. A preconstruction meeting will be held within 14 days after the execution of the 28 Agreement and before Work is started. 29 a. The meeting will be scheduled and administered by the City. 30 2. The Project Representative will preside at the meeting,prepare the notes of the 31 meeting and distribute copies of same to all participants who so request by fully 32 completing the attendance form to be circulated at the beginning of the meeting. 33 3. Attendance shall include: 34 a. Project Representative 35 b. Contractor's project manager 36 c. Contractor's superintendent 37 d. Any subcontractor or supplier representatives whom the Contractor may desire 38 to invite or the City may request CYrY OF FORT WORTH UTILITY CUT REPAIR STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CONTRACT 2018 1 Revised August 17,2012 City Project no.UC-01 2018 013119-2 PRECONSTRUCTION MEETING Page 2 of 3 1 e. Other City representatives 2 f. Others as appropriate 3 4. Construction Schedule 4 a. Prepare baseline construction schedule in accordance with Section 01 32 16 and 5 provide at Preconstruction Meeting. 6 b. City will notify Contractor of any schedule changes upon Notice of 7 Preconstruction Meeting. 8 5. Preliminary Agenda may include: 9 a. Introduction of Project Personnel 10 b. General Description of Project I I c. Status of right-of-way,utility clearances,easements or other pertinent permits 12 d. Contractor's work plan and schedule 13 e. Contract Time 14 f. Notice to Proceed 15 g. Construction Staking 16 h. Progress Payments 17 i. Extra Work and Change Order Procedures 18 j. Field Orders 19 k. Disposal Site Letter for Waste Material 20 1. Insurance Renewals 21 m. Payroll Certification 22 n. Material Certifications and Quality Control Testing 23 o. Public Safety and Convenience 24 p. Documentation of Pre-Construction Conditions 25 q. Weekend Work Notification 26 r. Legal Holidays 27 s. Trench Safety Plans 28 t. Confined Space Entry Standards 29 u. Coordination with the City's representative for operations of existing water 30 systems 31 v. Storm Water Pollution Prevention Plan 32 w. Coordination with other Contractors 33 x. Early Warning System 34 y. Contractor Evaluation 35 z. Special Conditions applicable to the project 36 aa. Damages Claims 37 bb. Submittal Procedures 38 cc. Substitution Procedures 39 dd. Correspondence Routing 40 cc. Record Drawings 41 ff. Temporary construction facilities 42 gg. M/WBE or MBE/SBE procedures 43 hh. Final Acceptance 44 ii. Final Payment 45 J. Questions or Comments CITY OF FORT WORTH UTILITY CUT REPAIR STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CONTRACT 2018 Revised August 17,2012 City Project no.UC-01 2018 r 4 013119-3 PRECONSTRUCTION MEETING Page 3 of 3 1 1.5 SUBMITTALS [NOT USED] 2 1.6 ACTION SUBMITTALSANFORMATIONAL SUBMITTALS [NOT USED] 3 1.7 CLOSEOUT SUBMITTALS [NOT USED] 4 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 5 1.9 QUALITY ASSURANCE[NOT USED] 6 1.10 DELIVERY,STORAGE,AND HANDLING [NOT USED] 7 1.11 FIELD [SITE] CONDITIONS [NOT USED] 8 1.12 WARRANTY [NOT USED] 9 PART 2- PRODUCTS [NOT USED] 10 PART 3- EXECUTION [NOT USED] 11 END OF SECTION 12 Revision Log DATE NAME SUMMARY OF CHANGE f 13 E i CITY OF FORT WORTH UTILITY CUT REPAIR STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CONTRACT 2018 Revised August 17,2012 City Project no.UC-01 2018 0131 20- 1 PROJECT MEETINGS Page I of 3 1 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 I —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, i 33 attend I 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 UTILITY CUT REPAIR STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CONTRACT 2018 Revised July 1,2011 City Project No.UC-01 2018 013120-2 PROJECT MEETINGS Page 2 of 3 1 3. Attendees 2 a. Contractor 3 b. Project Representative 4 c. Other City representatives 5 4. Meeting Schedule 6 a. In general,the neighborhood meeting will occur within the 2 weeks following 7 the pre-construction conference. 8 b. In no case will construction be allowed to begin until this meeting is held. 9 C. Progress Meetings 10 1. Formal project coordination meetings will be held periodically. Meetings will be 11 scheduled and administered by Project Representative. 12 2. Additional progress meetings to discuss specific topics will be conducted on an as- 13 needed basis. Such additional meetings shall include,but not be limited to: 14 a. Coordinating shutdowns 15 b. Installation of piping and equipment 16 c. Coordination between other construction projects 17 d. Resolution of construction issues 18 e. Equipment approval 19 3. The Project Representative will preside at progress meetings,prepare the notes of 20 the meeting and distribute copies of the same to all participants who so request by 21 fully completing the attendance form[to be circulated at the beginning of each 22 meeting. 23 4. Attendance shall include: 24 a. Contractor's project manager 25 b. Contractor's superintendent 26 c. Any subcontractor or supplier representatives whom the Contractor may desire 27 to invite or the City may request 28 d. Engineer's representatives 29 e. City's representatives 30 f. Others, as requested by the Project Representative 31 5. Preliminary Agenda may include: 32 a. Review of Work progress since previous meeting 33 b. Field observations,problems, conflicts 34 c. Items which impede construction schedule 35 d. Review of off-site fabrication,delivery schedules 36 e. Review of construction interfacing and sequencing requirements with other 37 construction contracts 38 f. Corrective measures and procedures to regain projected schedule 39 g. Revisions to construction schedule 40 h. Progress, schedule, during succeeding Work period 41 i. Coordination of schedules 42 j. Review submittal schedules 43 k. Maintenance of quality standards 44 1. Pending changes and substitutions 45 m. Review proposed changes for: 46 1) Effect on construction schedule and on completion date 47 2) Effect on other contracts of the Project 48 n. Review Record Documents CI`T'Y OF FORT WORTH U'T'ILITY CUT REPAIR STANDARD CONSTRUCTION SPECIFICAT[ON DOCUMENTS CONTRACT 2018 Revised July 1,2011 City Project No.UC-01 2018 013120-3 PROTECT 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 SUBMITTALSANFORMATIONAL SUBMITTALS [NOT USED] 15 1.7 CLOSEOUT SUBMITTALS [NOT USED] 16 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 17 19 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 CITY OF FORT WORTH UTILITY CUT REPAIR STANDARD CONSTRUCTION SPECIFICATLON DOCUMENTS CONTRACT 2018 Revised July 1,2011 City Project No.UC-01 2018 013216-1 CONSTRUCTION PROGRESS SCHEDULE Page 1 of 5 1 SECTION 013216 2 CONSTRUCTION PROGRESS 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 1.2 PRICE AND PAYMENT PROCEDURES 16 A. Measurement and Payment 17 1. Work associated with this Item is considered subsidiary to the various items bid. 18 No separate payment will be allowed for this Item. 19 1.3 REFERENCES 20 A. Definitions 21 1. Schedule Tiers 22 a. Tier 1 -No schedule submittal required by contract. Small,brief duration 23 projects 24 b. Tier 2-No schedule submittal required by contract,but will require some 25 milestone dates. Small, brief duration projects 26 c. Tier 3- Schedule submittal required by contract as described in the 27 Specification and herein.Majority of City projects,including all bond program 28 projects 29 d. Tier 4-Schedule submittal required by contract as described in the 30 Specification and herein. Large and/or complex projects with long durations 31 1) Examples: large water pump station project and associated pipeline with 32 interconnection to another governmental entity 33 e. Tier 5-Schedule submittal required by contract as described in the 34 Specification and herein.Large and/or very complex projects with long 3.5 durations,high public visibility 36 l) Examples might include a water or wastewater treatment plant 37 2. Baseline Schedule-Initial schedule submitted before work begins that will serve 38 as the baseline for measuring progress and departures from the schedule. 39 3. Progress Schedule-Monthly submittal of a progress schedule documenting 40 progress on the project and any changes anticipated. CITY OF FORT WORTH UTILITY CUT REPAIR STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CONTRACT 2018 Revised July 1,2011 City Project No.UC-012019 013216-2 CONSTRUCTION PROGRESS SCHEDULE Page 2 of 5 1 4. Schedule Narrative-Concise narrative of the schedule including schedule 2 changes, expected delays,key schedule issues,critical path items,etc 3 B. Reference Standards 4 1. City of Fort Worth Schedule Guidance Document 5 1.4 ADMINISTRATIVE REQUIREMENTS 6 A. Baseline Schedule 7 1. General 8 a. Prepare a cost-loaded baseline Schedule using approved software and the 9 Critical Path Method(CPM) as required in the City of Fort Worth Schedule 10 Guidance Document. 11 b. Review the draft cost-loaded baseline Schedule with the City to demonstrate 12 understanding of the work to be performed and known issues and constraints 13 related to the schedule. 14 c. Designate an authorized representative(Project Scheduler)responsible for 15 developing and updating the schedule and preparing reports. 16 B. Progress Schedule 17 1. Update the progress Schedule monthly as required in the City of Fort Worth 18 Schedule Guidance Document. 19 2. Prepare the Schedule Narrative to accompany the monthly progress Schedule. 20 3. Change Orders 21 a. Incorporate approved change orders,resulting in a change of contract time, in 22 the baseline Schedule in accordance with City of Fort Worth Schedule 23 Guidance Document. 24 C. Responsibility for Schedule Compliance 25 1. Whenever it becomes apparent from the current progress Schedule and CPM Status 26 Report:that delays to the critical path have resulted and the Contract completion 27 date will not be met,or when so directed by the City, make some or all of the 28 following actions at no additional cost to the City 29 a. Submit a Recovery Plan to the City for approval revised baseline Schedule 30 outlining: 31 1) A written statement of the steps intended to take to remove or arrest the 32 delay to the critical path in the approved schedule 33 2) Increase construction manpower in such quantities and crafts as will 34 substantially eliminate the backlog of work and return current Schedule to 35 meet projected baseline completion dates 36 3) Increase the number of working hours per shift, shifts per day,working 37 days per week,the amount of construction equipment,or any combination 38 of the foregoing, sufficiently to substantially eliminate the backlog of work 39 4) Reschedule activities to achieve maximum practical concurrency of 40 accomplishment of activities, and comply with the revised schedule 41 2. If no written statement of the steps intended to take is submitted when so requested 42 by the City,the City may direct the Contractor to increase the level of effort in 43 manpower(trades),equipment and work schedule (overtime, weekend and holiday 44 work,etc.)to be employed by the Contractor in order to remove or arrest the delay 45 to the critical path in the approved schedule. 46 a. No additional cost for such work will be considered. CITY OF FORT WORTH UTILITY CUT REPAIR STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CONTRACT 2018 Revised July 1,2011 City Project No.UC-01 2018 01 32 16-3 CONSTRUCTION PROGRESS SCHEDULE Page 3 of 5 1 D. The Contract completion time will be adjusted only for causes specified in this 2 Contract. 3 a. Requests for an extension of any Contract completion date must be 4 supplemented with the following: 5 1) Furnish justification and supporting evidence as the City may deem 6 necessary to determine whether the requested extension of time is entitled 7 under the provisions of this Contract. 8 a) The City will,after receipt of such justification and supporting 9 evidence,make findings of fact and will advise the Contractor, in 10 writing thereof. 11 2) If the City finds that the requested extension of time is entitled,the City's 12 determination as to the total number of days allowed for the extensions 13 shall be based upon the approved total baseline schedule and on all data 14 relevant to the extension. 15 a) Such data shall be included in the next updating of the Progress 16 schedule. 17 b) Actual delays in activities which, according to the Baseline schedule, 18 do not affect any Contract completion date shown by the critical path in 19 the network will not be the basis for a change therein. 20 2. Submit each request for change in Contract completion date to the City within 30 21 days after the beginning of the delay for which a time extension is requested but 22 before the date of final payment under this Contract. 23 a. No time extension will be granted for requests which are not submitted within 24 the foregoing time limit_ 25 b. From time to time,it may be necessary for the Contract schedule or completion 26 time to be adjusted by the City to reflect the effects of job conditions, weather, 27 technical difficulties, strikes,unavoidable delays on the part of the City or its 28 representatives,and other unforeseeable conditions which may indicate 29 schedule adjustments or completion time extensions. _ 30 1) Under such conditions,the City will direct the Contractor to reschedule the 31 work or Contract completion time to reflect the changed conditions and the 32 Contractor shall revise his schedule accordingly. 33 a) No additional compensation will be made to the Contractor for such 34 schedule changes except for unavoidable overall contract time 35 extensions beyond the actual completion of unaffected work, in which 36 case the Contractor shall take all possible action to minimize any time 37 extension and any additional cost to the City. 38 b) Available float time in the Baseline schedule may be used by the City 39 as well as by the Contractor. 40 3. Float or slack time is defined as the amount of time between the earliest start date 41 and the latest start date or between the earliest finish date and the latest finish date 42 of a chain of activities on the Baseline Schedule. 43 a. Float or slack time is not for the exclusive use or benefit of either the 44 Contractor or the City. 45 b. Proceed with work according to early start dates,and the City shall have the 46 right to reserve and apportion float time according to the needs of the project. CI`rY OF PORTWORTH UTILITY CUT REPAIR STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CONTRACT 2018 Revised July 1,2011 City Project No.UC-01 2018 013216-4 CONSTRUCTION PROGRESS SCHEDULE Page 4 of 5 1 c. Acknowledge and agree that actual delays, affecting paths of activities 2 containing float time,will not have any effect upon contract completion times, 3 providing that the actual delay does not exceed the float time associated with 4 those activities. 5 E. Coordinating Schedule with Other Contract Schedules 6 1. Where work is to be performed under this Contract concurrently with or contingent 7 upon work performed on the same facilities or area under other contracts,the 8 Baseline Schedule shall be coordinated with the schedules of the other contracts. 9 a. Obtain the schedules of the other appropriate contracts from the City for the 10 preparation and updating of Baseline schedule and make the required changes 11 in his schedule when indicated by changes in corresponding schedules. 12 2. In case of interference between the operations of different contractors,the City wilt 13 determine the work priority of each contractor and the sequence of work necessary 14 to expedite the completion of the entire Project. 15 a. In such cases,the decision of the City shall be accepted as final. 16 b. The temporary delay of any work due to such circumstances shall not be 17 considered as justification for claims for additional compensation. 18 1.5 SUBMITTALS 19 A. Baseline Schedule 20 1. Submit Schedule in native file format and pdf format as required in the City of Fort 21 Worth Schedule Guidance Document. 22 a. Native file format includes: 23 1) Primavera(P6 or Primavera Contractor) 24 2. Submit draft baseline Schedule to City prior to the pre-construction meeting and 25 bring in hard copy to the meeting for review and discussion. 26 B. Progress Schedule 27 1. Submit progress Schedule in native file format and pdf format as required in the 28 City of Fort Worth Schedule Guidance Document. 29 2. Submit progress Schedule monthly no later than the last day of the month. 30 C. Schedule Narrative 31 1. Submit the schedule narrative in pdf format as required in the City of Fort Worth 32 Schedule Guidance Document. 33 2. Submit schedule narrative monthly no later than the last day of the month. 34 D. Submittal Process 35 1. The City administers and manages schedules through Buzzsaw. 36 2. Contractor shall submit documents as required in the City of Fort Worth Schedule 37 Guidance Document. 38 3. Once the project has been completed and Final Acceptance has been issued by the 39 City,no further progress schedules are required. CITY OF FORT WORTH UTILITY CUT REPAIR STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CONTRACT 2018 Revised July 1,2011 City Project No.UC-01 2018 Y 013216-5 CONSTRUCTION PROGRESS SCHEDULE Page 5 of 5 1 1.6 ACTION SUBMITTALSANFORMATIONAL SUBMITTALS fNOT USED] i 2 1.7 CLOSEOUT SUBMITTALS [NOT USED] 3 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 4 1.9 QUALITY ASSURANCE 5 A. The person preparing and revising the construction Progress Schedule shall be • 6 experienced in the preparation of schedules of similar complexity. 7 B. Schedule and supporting documents addressed in this Specification shall be prepared, 8 updated and revised to accurately reflect the performance of the construction. 9 C. Contractor is responsible for the quality of all submittals in this section meeting the 10 standard of care for the construction industry for similar projects. 11 1.10 DELIVERY,STORAGE,AND HANDLING fNOT USED] i 12 1.11 FIELD[SITE] CONDITIONS [NOT USED] 13 1.12 WARRANTY [NOT USED] 14 PART 2 - PRODUCTS fNOT USED] 15 PART 3- EXECUTION [NOT USED] 16 END OF SECTION 17 Revision Log DATE NAME SUMMARY OF CHANGE 18 r CITY OF FORT WORTH UTILITY CUT REPAIR STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CONTRACT 2018 Revised July 1,2011 City Project No.UC-01 2018 01 32 33-1 PRECONSTRUCTION V)DEO Page 1 of 2 1 SECTION 0132 33 f 2 PRECONSTRUCTION VIDEO 3 PART1 - GENERAL 4 1.1 SUMMARY 5 A. Section Includes: 6 1. Administrative and procedural requirements for: 7 a. Preconstruction Videos 8 B. Deviations from this City of Fort Worth Standard Specification 9 1. Given the brief nature of the Work Orders in this contract,Preconstruction 10 Videos will only be required as requested by the inspector or directed by the 11 engineer. 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 I —General Requirements 15 L2 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. Preconstruction Video 22 1. Produce a preconstruction video of the site/alignment,including all areas in the 23 vicinity of and to be affected by construction. 24 a. Provide digital copy of video upon request by the City. 25 2. Retain a copy of the preconstruction video until the end of the maintenance surety 26 period. 27 1.5 SUBMITTALS [NOT USED] 28 1.6 ACTION SUBMITTALSANFORMATIONAL SUBMITTALS [NOT USED] 29 1.7 CLOSEOUT SUBMITTALS [NOT USED] 30 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 31 1.9 QUALITY ASSURANCE [NOT USED] 32 1.10 DELIVERY,STORAGE,AND HANDLING [NOT USED] 33 111 FIELD [SITE] CONDITIONS [NOT USED] 34 1.12 WARRANTY [NOT USED] CITY OF FORT WORTH UTILITY CUT REPAIR STANDARD CONSTRUCTION SPECIFICA`rION 130CUMENTS CONTRACT 2018 i Revised July 1,2011 City Project No.UC-01 2018 013233-2 PRECONS RUCTION 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 5 CITY OF FORT WORTH UTILITY CUT REPAIR STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CONTRACT 2018 Revised July 1,2011 Cily Project No.UC-01 2018 i 013300-1 SUBMITTALS i Page I 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 11.3 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 UTILrrY CUT REPAIR STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CONTRACT 2018 Revised December 20,2012 City Project No.UC-01 2018 013300-2 SUBM I'1*rA LS Page 2 of 8 1 d. Make submittals promptly in accordance with approved schedule, and in such 2 sequence as to cause no delay in the Work or in the work of any other 3 contractor. 4 B. Submittal Numbering 5 1. When submitting shop drawings or samples,utilize a 9-character submittal cross- 6 reference identification numbering system in the following manner: 7 a. Use the first 6 digits of the applicable Specification Section Number. 8 b. For the next 2 digits number use numbers 01.99 to sequentially number each 9 initial separate item or drawing submitted under each specific Section number. 10 c. Last use a letter,A-Z,indicating the resubmission of the same drawing(i.e. 11 A=2nd submission,B=3rd submission,C=4th submission, etc.). A typical 12 submittal number would be as follows: 13 14 03 30 00-08-B 15 16 1) 03 30 00 is the Specification Section for Concrete 17 2) 08 is the eighth initial submittal under this Specification Section 18 3) B is the third submission(second resubmission) of that particular shop 19 drawing 20 C. Contractor Certification 21 1. Review shop drawings,product data and samples,including those by 22 subcontractors,prior to submission to determine and verify the following: 23 a. Field measurements 24 b. Field construction criteria 25 c. Catalog numbers and similar data 26 d. Conformance with the Contract Documents 27 2. Provide each shop drawing, sample and product data submitted by the Contractor 28 with a Certification Statement affixed including: 29 a. The Contractor's Company name 30 b. Signature of submittal reviewer 31 c. Certification Statement 32 1) "By this submittal, I hereby represent that I have determined and verified 33 field measurements,field construction criteria,materials, dimensions, 34 catalog numbers and similar data and I have checked and coordinated each 35 item with other applicable approved shop drawings." 36 D. Submittal Format 37 1, Fold shop drawings larger than 8 '6 inches x 11 inches to 8 !6 inches x I l inches. 38 2. Bind shop drawings and product data sheets together. 39 3. Order 40 a. Cover Sheet 41 1) Description of Packet 42 2) Contractor Certification 43 b. List of items/Table of Contents 44 c. Product Data/Shop Drawings/Samples/Calculations 45 E. Submittal Content 46 1. The date of submission and the dates of any previous submissions CITY OF FORT WORTH UTILITY CUT REPAIR STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CONTRACT 2018 Revised December 20,2012 City Project No.UC 012018 013300-3 SUBMITTALS Page 3 of 8 1 2. The Project title and number 2 3. Contractor identification 3 4. The names of- 4 a. Contractor 5 b. Supplier 6 c. Manufacturer 7 5. Identification of the product, with the Specification Section number,page and 8 paragraph(s) 9 6. Field dimensions,clearly identified as such 10 7. Relation to adjacent or critical features of the Work or materials 11 8. Applicable standards, such as ASTM or Federal Specification numbers 12 9. Identification by highlighting of deviations from Contract Documents 13 10. Identification by highlighting of revisions on resubmittals 14 I.1. An 8-inch x 3-inch blank space for Contractor and City stamps 15 F. Shop Drawings 16 1. As specified in individual Work Sections includes,but is not necessarily limited to: 17 a. Custom-prepared data such as fabrication and erection/installation(working) 18 drawings 19 b. Scheduled information 20 c. Setting diagrams 21 d. Actual shopwork manufacturing instructions 22 e. Custom templates 23 f. Special wiring diagrams 24 g. Coordination drawings 4 25 h. Individual system or equipment inspection and test reports including: 26 1) Performance curves and certifications 27 i. As applicable to the Work 28 2. Details i 29 a. Relation of the various parts to the main members and lines of the structure 30 b. Where correct fabrication of the Work depends upon field measurements 31 1) Provide such measurements and note on the drawings prior to submitting 32 for approval. 33 G. Product Data 34 1. For submittals of product data for products included on the City's Standard Product 35 List,clearly identify each item selected for use on the Project. 36 2. For submittals of product data for products not included on the City's Standard 37 Product List, submittal data may include,but is not necessarily limited to: 38 a. Standard prepared data for manufactured products (sometimes referred to as 39 catalog data) 40 1) Such as the manufacturer's product specification and installation 41 instructions 42 2) Availability of colors and patterns 43 3) Manufacturer's printed statements of compliances and applicability 44 4) Roughing-in diagrams and templates 45 5) Catalog cuts 46 6) Product photographs CITY OF FORT WORTH UTILITY CUT REPAIR STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CONTRACT 2018 Revised December 20,2012 City Project No.UC-01 2018 013300-4 SUBMITTALS Page 4 of 8 1 7) Standard wiring diagrams 2 8) Printed performance curves and operational-range diagrams 3 9) Production or duality 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 I hard copy of Shop Drawings 38 returned,Contractor shall submit more than the number of copies listed 39 above. 40 c. Product Data 41 1) Upload submittal to designated project directory and notify appropriate 42 City representatives via email of submittal posting. 43 2) Hard Copies 44 a) 3 copies for all submittals 45 d. Samples 46 1) Distributed to the Project Representative 47 2. Hard Copy Distribution(if required in lieu of electronic distribution) CITY OF FORT WORTH UTILITY CUT REPAIR STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CONTRACT 2018 Revised December 20,2012 City Project No.UC-01 2018 k 013300-5 SUBMITTALS Page 5 of 8 1 a. Shop Drawings 2 1) Distributed to the City 3 2) Copies 4 a) 8 copies for mechanical submittals 5 b) 7 copies for all other submittals 6 c) If Contractor requires more than 3 copies of Shop Drawings returned, 7 Contractor shall submit more than the number of copies listed above. 8 b. Product Data 9 1) Distributed to the City 10 2) Copies 11 a) 4 copies 12 c. Samples 13 1) Distributed to the Project Representative 14 2) Copies 15 a) Submit the number stated in the respective Specification Sections. 16 3. Distribute reproductions of approved shop drawings and copies of approved 17 product data and samples, where required,to the job site file and elsewhere as 18 directed by the City. 19 a. Provide number of copies as directed by the City but not exceeding the number 20 previously specified. 21 K. Submittal Review 22 1. The review of shop drawings,data and samples will be for general conformance 23 with the design concept and Contract Documents. This is not to be construed as: 24 a- Permitting any departure from the Contract requirements 25 b. Relieving the Contractor of responsibility for any errors,including details, 26 dimensions,and materials 27 c. Approving departures from details furnished by the City,except as otherwise 28 provided herein 29 2. The review and approval of shop drawings, samples or product data by the City 30 does not relieve the Contractor from his/her responsibility with regard to the 31 fulfillment of the terms of the Contract. 32 a. All risks of error and omission are assumed by the Contractor, and the City will 33 have no responsibility therefore. 34 3. The Contractor remains responsible for details and accuracy, for coordinating the 35 Work with all other associated work and trades,for selecting fabrication processes, 36 for techniques of assembly and for performing Work in a safe manner. 37 4. If the shop drawings, data or samples as submitted describe variations and show a 38 departure from the Contract requirements which City finds to be in the interest of 39 the City and to be so minor as not to involve a change in Contract Price or time for 40 performance,the City may return the reviewed drawings without noting an 41 exception. 42 5. Submittals will be returned to the Contractor under 1 of the following codes: 43 a. Code 1 44 1) "NO EXCEPTIONS TAKEN" is assigned when there are no notations or 45 comments on the submittal. 46 a) When returned under this code the Contractor may release the 47 equipment and/or material for manufacture. 48 b. Code 2 CITY OF FORT WORTH UTILITY CUT REPAIR STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CONTRACT 2018 Revised December 20,2012 City Project No.UC-01 2018 013300-6 SUBMITTALS Page 6 of 8 1 1) "EXCEPTIONS NOTED". This code is assigned when a confirmation of 2 the notations and comments IS NOT required by the Contractor. 3 a) The Contractor may release the equipment or material for manufacture; 4 however, all notations and comments must be incorporated into the 5 final product. 6 c. Code 3 7 1) "EXCEPTIONS NOTED/RESUBMIT". This combination of codes is 8 assigned when notations and comments are extensive enough to require a 9 resubmittal of the package. 10 a) The Contractor may release the equipment or material for manufacture; 11 however, all notations and comments must be incorporated into the 12 final product. 13 b) This resubmittal is to address all comments,omissions and 14 non-conforming items that were noted. 1.5 c) Resubmittal is to be received by the City within 1.5 Calendar Days of 16 the date of the City's transmittal requiring the resubmittal. 17 d. Code 4 18 1) "NOT APPROVED" is assigned when the submittal does not meet the 19 intent of the Contract Documents. 20 a) The Contractor must resubmit the entire package revised to bring the 21 submittal into conformance. 22 b) It may be necessary to resubmit using a different manufacturer/vendor 23 to meet the Contract Documents. 24 6. Resubmittals 25 a. Handled in the same manner as first submittals 26 1) Corrections other than requested by the City 27 2) Marked with revision triangle or other similar method 28 a) At Contractor's risk if not marked 29 b. Submittals for each item will be reviewed no more than twice at the City's 30 expense. 31 1) All subsequent reviews will be performed at times convenient to the City 32 and at the Contractor's expense,based on the City's or City 33 Representative's then prevailing rates. 34 2) Provide Contractor reimbursement to the City within 30 Calendar Days for 35 all such fees invoiced by the City. 36 c. The need for more than 1 resubmission or any other delay in obtaining City's 37 review of submittals,will not entitle the Contractor to an extension of Contract 38 Time. 39 7. Partial Submittals 40 a. City reserves the right to not review submittals deemed partial, at the City's 41 discretion. 42 b. Submittals deemed by the City to be not complete will be returned to the 43 Contractor, and will be considered "Not Approved" until resubmitted. 44 c. The City may at its option provide a list or mark the submittal directing the 45 Contractor to the areas that are incomplete. 46 8. If the Contractor considers any correction indicated on the shop drawings to 47 constitute a change to the Contract Documents,then written notice must be 48 provided thereof to the City at least 7 Calendar Days prior to release for 49 manufacture. CITY OF FORT WORTH UTILITY CUT REPAIR STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CONTRACT 2018 Revised December 20,2012 City Project No.UC-01 2018 013300-7 SUBMITTALS Page 7 of 8 1 9. When the shop drawings have been completed to the satisfaction of the City,the 2 Contractor may carry out the construction in accordance therewith and no further 3 changes therein except upon written instructions from the City. 4 10. Each submittal, appropriately coded, will be returned within 30 Calendar Days 5 following receipt of submittal by the City. 6 L. Mock ups 7 1. Mock Up units as specified in individual Sections,include,but are not necessarily 8 limited to,complete units of the standard of acceptance for that type of Work to be 9 used on the Project. Remove at the completion of the Work or when directed. 10 M. Qualifications I 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 L 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"RFl"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 SUBMITTALSIINFORMATIONAL SUBMITTALS [NOT USED] 32 1.7 CLOSEOUT SUBMITTALS [NOT USED] - 33 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USE, 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 UTILITY CUT REPAIR STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CONTRACT 2018 Revised December 20,2012 City Project No.UC-01 2018 013300-8 SUBMITTALS Page 8 of 8 1 PART 2- PRODUCTS [NOT USED] 2 PART 3- EXECUTION [NOT USED] 3 END OF SECTION 4 Revision Log DATE NAME SUMMARY OF CHANGE 12120/2012 D.Johnson 1.4.x.8,Working Days modified to Calendar Days 5 CITY OF FORT WORTH UTILITY CUT REPAIR STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CONTRACT 20[8 Revised December 20,2012 City Project No.UC-01 2018 013513-1 SPECIAL PROJECT PROCEDURES Page 1 of 12 1 SECTION 013513 2 SPECIAL PROJECT PROCEDURES 3 PARTI - 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 1.0 d. Air Pollution Watch Days I I e. Use of Explosives,Drop Weight,Etc. 12 f. Water Department Notification 13 g. Public Notification Prior to Beginning Construction 14 h. Coordination with United States Army Corps of Engineers 15 i. Coordination within Railroad permits areas 16 j. Dust Control 17 k. Employee Parking )8 B. Deviations from this City of Fort Worth Standard Specification 19 1. NON-EXCLUSIVE CONTRACT- 20 This contract is non-exclusive.During the term of this contract or any renewal 21 hereof,the City reserves the right to advertise and award another contract for 22 like or similar work.If a second contract is awarded,the City further reserves 23 the right to issue work orders under either contract as it deems in its best 24 interest,without recourse. 25 The City also reserves the right to execute additional contracts for emergency 26 work,foregoing the advertising and awarding process,as it deems in its best 27 interest,without recourse. 28 2. PAYMENT- 29 Because of the unique nature of this contract,General Conditions(00-72-00) 30 Article 14 shall not apply and shall be superseded by the following: 31 Whenever the improvements prescribed by an individual Work Order have 32 been completed,the contractor shall notify the engineer. The engineer or other 33 appropriate official of the owner will,within a reasonable time,perform the 34 inspections.If such inspection reveals that the improvements are in an 35 acceptable condition and have been completed in accordance with the terms of 36 the Contract Documents and all approved modifications thereof,the engineer 37 will recommend acceptance of the work under that particular Work Order 38 and recommend payment therefore. CITY OF FORT WORTH UTILITY CUT REPAIR STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CONTRACT2018 Revised December 20,2012 city project No.UC-01 2018 013513-2 SPECIAL PROJECT PROCEDURES Page 2 of 12 1 If the engineer finds that the work has not been completed as required,he 2 shall so advise the contractor in writing,furnishing him an itemized list of all 3 known items which have not been completed or which are not in acceptable 4 condition.When the contractor has corrected all such items,he shall again 5 notify the engineer that the improvements are ready for inspection,and the 6 engineer shall proceed as outlined above. 7 Whenever the improvements prescribed by the individual Work Order have 8 been completed and all the requirements of the Contract Documents have 9 been fulfilled on the part of the contractor,an estimate showing the value of 10 the work will be prepared by the engineer as the necessary measurements, 11 computations and checks can be made. 12 The amount of the estimate will be paid to the contractor after acceptance by 13 the Water Department Director,provided the contractor has furnished to the 14 owner satisfactory evidence of payment as follows: Prior to submission of the 15 estimate for payment,the contractor shall execute an affidavit,as furnished by 16 the City,certifying that all persons,firms,associations,corporations or other 17 organizations furnishing labor and/or materials under that Work Order have 18 been paid in full,that the wage scale established by the City Council in the 19 City of Fort Worth has been paid,and that there are no claims pending for 20 personal injury and/or property damages. 21 The acceptance by the contractor of the individual payment as aforesaid shall 22 operate as and shall release the owner from all claims or liabilities under the 23 Contract for anything done or furnished or relating to the work under that 24 Work Order or any act or neglect of said City relating to or connected with 25 the Contract. 26 The making of the payment by the owner shall not relieve the contractor of 27 any guarantees or other requirements of the Contract Documents which 28 specifically continue thereafter. 29 3. BID QUANTITIES- 30 Bid quantities of the various items in the proposal are for comparison only and 31 may not reflect the actual quantities.There is no limit to which a bid item can 32 be increased or decreased. 33 Contractor shall not be entitled to renegotiation of unit prices regardless of the 34 final measured quantities.To the extent that General Conditions(00-72-00) 35 Article 11 conflicts with this provision,this provision controls.No claim will be 36 considered for lost or anticipated profits based upon'differences in estimated 37 quantities versus actual quantities. 38 In particular,the Contractor shall be aware that it is the City's intention that 39 the quantities in Unit I be used on an"emergency"basis only. 40 Total quantities given in the bid proposal may not reflect actual quantities; 41 however,they are given for the purpose of bidding and awarding the contract. 42 A contract in the amount of$800,000.00(See Options to Renew)shall be 43 awarded with final payment based on actual measured quantities and the unit 44 price in this proposal.Moreover,there is to be no limit on the variation 45 between the estimated quantities shown and the actual quantities performed. 46 It is understood and agreed that the scope of work contemplated in this 47 contract is that which is designated by the City but will in no case exceed 48 $800,000.00 (see Options to Renew) CITY OF FORT WORTH U'T'ILITY CUT REPAIR STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CONTRACT 2018 Revised December 20,2012 city project No.UC-01 2018 013513-3 SPECIAL PROJECT PROCEDURES Page 3 of 12 1 4. CONTRACT TIME- 2 It is understood and agreed that the scope of work contemplated in this 3 contract is that which is designated by the City as the need arises.It is further 4 agreed that the term of this contract is three hundred sixty-five(365)calendar 5 days from the date of execution of contract work order and no orders will be 6 accepted by the contractor after the contract has expired. 7 At the end of the contract,the contractor will have twenty-one (21) additional 8 calendar days to complete the work already ordered and fifteen(15) additional 9 calendar days to bill said work for a total of thirty-six (36)days after contract 10 termination to complete and bill work authorized pursuant to this contract. 11 5. OPTION TO RENEW- 12 The time period of this Agreement will be for one calendar year or the 13 expiration of the funding,whichever occurs last. The City has the right to 14 renew this contract for three(3)one year terms/expenditures of$800,000.00 15 under the same terms,conditions and unit prices.The City shall give at least 16 sixty (60) days' notice prior to the expiration of one year from the date of 17 execution of this contract or of an option period or a Iike notice at such time as 18 there is less than$20,000.00 left unexpended. 19 6. SCOPE OF WORK- 20 The work covered by these Specifications consists of the paving repair over 21 utility cuts which have been backfilled previously by the City Water 22 Department,as indicated by the details and possible adjacent areas damaged 23 by blowout,etc.Included in this work will be the removal of the existing 24 material in order to insure a paving section in conformity with existing 25 pavement or the appropriate detail shown in this document as directed by the 26 engineer and all other miscellaneous items of construction to be performed as 27 outlined in the specifications,which are necessary to satisfactorily complete the 28 work. 29 There will not be a direct payment for saw cutting the existing asphalt or 30 concrete,compacting the existing sub grade or removal of the existing- 31 material.These items will be considered subsidiary to the contract.The 32 contractor will be required to maintain a capping course of hot-mix cold lay 33 asphalt in areas where traffic has whipped out washed rock,until the paving 34 repair can be accomplished.These items will be considered subsidiary to the 35 contract. 36 The inspector will pick up the repair tickets by 8:00 a.m.Monday through 37 Thursday. The repair tickets will be issued to the contractor early the next 38 day.Each repair ticket that is issued shall be completed within twenty-one (21) 39 calendar days. The twenty-one(21) calendar days for completion of the job 40 begin the day after the contractor receives the ticket. (See Time Allowed for 41 Utility Cuts) 42 The contractor shall identify to the engineer possible locations for settlement 43 of repaired pavement due to backfill of ditch by others.As directed by the 44 engineer,the contractor shall remove and replace existing backfill with 45 washed rock. CITY OF FORT WORTH UTILITY CUT REPAIR STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CONTRACT 2018 Revised December 20,2012 city project No.UC-01 2018 013513-4 SPECIAL PROJECT PROCEDURES 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. REQUIRED CREW,PERSONNEL& EQUIPMENT- 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. LIQUIDATED 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 3I 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 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CONTRACT 2018 Revised December 20,2012 city project No.UC-01 20I8 i 01 35 13-5 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 F 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 1, 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 1.7 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 2018 Revised December 20,2012 city project No.UC-01 2018 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 3. North Central Texas Council of Governments (NCTCOG)—Clean Construction 16 Specification 17 1.4 ADMINISTRATIVE REQUIREMENTS 18 A. Coordination with the Texas Department of Transportation 19 1. When work in the right-of-way which is under the jurisdiction of the Texas 20 Department of Transportation (TxDOT): 21 a. Notify the Texas Department of Transportation prior to commencing any work 22 therein in accordance with the provisions of the permit 23 b. All work performed in the TxDOT right-of-way shall be performed in 24 compliance with and subject to approval from the Texas Department of 25 Transportation 26 B. Work near High Voltage Lines 27 1. Regulatory Requirements 28 a. All Work near High Voltage Lines (more than 600 volts measured between 29 conductors or between a conductor and the ground) shall be in accordance with 30 Health and Safety Code,Title 9, Subtitle A,Chapter 752. 31 2. Warning sign 32 a. Provide sign of sufficient size meeting all OSHA requirements. 33 3. Equipment operating within 10 feet of high voltage lines will require the following 34 safety features 35 a. Insulating cage-type of guard about the boom or arm 36 b. Insulator links on the lift hook connections for back hoes or dippers 37 c. Equipment must meet the safety requirements as set forth by OSHA and the 38 safety requirements of the owner of the high voltage lines 39 4. Work within 6 feet of high voltage electric lines 40 a. Notification shall be given to: 41 1) The power company(example: ONCOR) 42 a) Maintain an accurate log of all such calls to power company and record 43 action taken in each case. 44 b. Coordination with power company 45 1) After notification coordinate with the power company to: CITY OF FORT WORTH UTILITY CUT REPAIR STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CONTRACT 2018 Revised December 20,2012 city Project No.UC-01 2018 01 35 13-7 SPECIAL PROJECT PROCEDURES Page 7 of 12 I a) Erect temporary mechanical barriers,de-energize the lines,or raise or 2 lower the lines 3 c. No personnel may work within 6 feet of a high voltage line before the above 4 requirements have been met. 5 C. Confined Space Entry Program 6 1. Provide and follow approved Confined Space Entry Program in accordance with 7 OSHA requirements. 8 2. Confined Spaces include: 9 a. Manholes 10 b. All other confined spaces in accordance with OSHA's Permit Required for 11 Confined Spaces 12 D. Air Pollution Watch Days 13 1. General 14 a. Observe the following guidelines relating to working on City construction sites 15 on days designated as"AIR POLLUTION WATCH DAYS". 16 b. Typical Ozone Season 17 1) May 1 through October 31. 18 c. Critical Emission Time 19 1) 6:00 a.m. to 10:00 a.m. 20 2. Watch Days 21 a. The Texas Commission on Environmental Quality (TCEQ),in coordination 22 with the National Weather Service, will issue the Air Pollution Watch by 3:00 23 p.m, on the afternoon prior to the WATCH day. 24 b. Requirements 25 1) Begin work after 10:00 a.m. whenever construction phasing requires the 26 use of motorized equipment for periods in excess of 1 hour. 27 2) However,the Contractor may begin work prior to 10:00 a.m. if: 28 a) Use of motorized equipment is less than 1 hour, or 29 b) If equipment is new and certified by EPA as "Low Emitting",or } 30 equipment burns Ultra Low Sulfur Diesel (ULSD), diesel emulsions,or 31 alternative fuels such as CNG. 32 E. TCEQ Air Permit 33 1. Obtain TCEQ Air Permit for construction activities per requirements of TCEQ. 34 F. Use of Explosives,Drop Weight,Etc. 35 1. When Contract Documents permit on the project the following will apply: 36 a. Public Notification 37 1) Submit notice to City and proof of adequate insurance coverage,24 hours 38 prior to commencing. 39 2) Minimum 24 hour public notification in accordance with Section 01 31 13 40 G. Water Department Coordination j 41 1. During the construction of this project, it will be necessary to deactivate,for a 42 period of time,existing lines. The Contractor shall be required to coordinate with 43 the Water Department to determine the best times for deactivating and activating 44 those lines. 45 2. Coordinate any event that will require connecting to or the operation of an existing 46 City water line system with the City's representative. CITY OF FORT WORTH UTILITY CUT REPAIR STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CONTRACT 2018 Revised December 20,2012 city project No.UC-012018 013513-8 SPECIAL PROJECT PROCEDURES Page 8 of 12 1 a. Coordination shall be in accordance with Section 33 12 25. 2 b. ]If needed, obtain a hydrant water meter from the Water Department for use 3 during the life of named project. 4 c. In the event that a water valve on an existing live system be turned off and on 5 to accommodate the construction of the project is required,coordinate this 6 activity through the appropriate City representative. 7 1) Do not operate water line valves of existing water system. 8 a) Failure to comply will render the Contractor in violation of Texas Penal 9 Code Title 7, Chapter 28.03 (Criminal Mischief)and the Contractor will 10 be prosecuted to the full extent of the law. 11 b) In addition,the Contractor will assume all liabilities and 12 responsibilities as a result of these actions. 13 H. Public Notification Prior to Beginning Construction 14 1. Prior to beginning construction on any block in the project, on a block by block 15 basis,prepare and deliver a notice or flyer of the pending construction to the front 16 door of each residence or business that will be impacted by construction. The notice 17 shall be prepared as follows: 18 a. Post notice or flyer 7 days prior to beginning any construction activity on each 19 block in the project area. 20 1) Prepare flyer on the Contractor's letterhead and include the fallowing 21 information: 22 a) Name of Project 23 b) City Project No (CPN) 24 c) Scope of Project(i.e. type of construction activity) 25 d) Actual construction duration within the block 26 e) Name of the contractor's foreman and phone number 27 f) Name of the City's inspector and phone number 28 g) City's after-hours phone number 29 2) A sample of the `pre-construction notification' flyer is attached as Exhibit 30 A. 31 3) Submit schedule showing the construction start and finish time for each 32 block of the project to the inspector. 33 4) Deliver flyer to the City Inspector for review prior to distribution. 34 b. No construction will be allowed to begin on any block until the flyer is 35 delivered to all residents of the block. 36 I. Public Notification of Temporary Water Service Interruption during Construction 37 1. In the event it becomes necessary to temporarily shut down water service to 38 residents or businesses during construction,prepare and deliver a notice or flyer of 39 the pending interruption to the front door of each affected resident. 40 2. Prepared notice as follows: 41 a. The notification or flyer shall be posted 24 hours prior to the temporary 42 interruption. 43 b. Prepare flyer on the contractor's letterhead and include the following 44 information: 45 1) Name of the project 46 2) City Project Number 47 3) Date of the interruption of service 48 4) Period the interruption will take place CITY OF FORT WORTH UTILI'T'Y CUT REPAIR STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CONTRACT 2018 Revised December 20,2012 city project No.UC-01 2018 4 01 35 13-9 SPECIAL PROJECT PROCEDURES Page 9 of 12 1 5) Nance of the contractor's foreman and phone number 2 b) Name of the City's inspector and phone number r 3 c. A sample of the temporary water service interruption notification is attached as 4 Exhibit B. 5 d. Deliver a copy of the temporary interruption notification to the City inspector 6 for review prior to being distributed. 7 e. No interruption of water service can occur until the flyer has been delivered to 8 all affected residents and businesses. 9 f. Electronic versions of the sample flyers can be obtained from the Project 10 Construction Inspector. 11 J. Coordination with United States Army Corps of Engineers(USACE) 12 1. At locations in the Project where construction activities occur in areas where 13 USACE permits are required,meet all requirements set forth in each designated 14 permit. 1.5 K. Coordination within Railroad Permit Areas 16 1. At locations in the project where construction activities occur in areas where 17 railroad permits are required,meet all requirements set forth in each designated 18 railroad permit. This includes,but is not limited to,provisions for: 19 a. Flagmen 20 b. Inspectors 21 c. Safety training 22 d. Additional insurance 23 e. Insurance certificates 24 f. Other employees required to protect the right-of-way and property of the 25 Railroad Company from damage arising out of and/or from the construction of 26 the project. Proper utility clearance procedures shall be used in accordance with 27 the permit guidelines. 28 2. Obtain any supplemental information needed to comply with the railroad's 29 requirements. 30 3. Railroad Flagmen 31 a. Submit receipts to City for verification of working days that railroad flagmen 32 were present on Site. 33 L. Dust Control 34 1. Use acceptable measures to control dust at the Site. 35 a. If water is used to control dust,capture and properly dispose of waste water. 36 b. If wet saw cutting is performed,capture and properly dispose of slurry. 37 M. Employee Parking 38 1. Provide parking for employees at locations approved by the City. CITY OF FORT WORTH UTILITY CUT REPAIR STANDARD CONSTRUCT"ION SPECIFICATION DOCUMENTS CONTRACT 2018 Revised December 20,2012 city project No.UC-01 2018 01 35 13-10 SPECIAL PROJECT PROCEDURES Page 10 of 12 1 1.5 SUBMITTALS [NOT USED] 2 1.6 ACTION SUBMITTALSANFORMATIONAL SUBMITTALS [NOT USED] 3 1.7 CLOSEOUT SUBMITTALS [NOT USED] 4 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 5 1.9 QUALITY ASSURANCE [NOT USED] 6 1.10 DELIVERY,STORAGE,AND HANDLING [NOT USED] 7 1.11 FIELD [SITE] CONDITIONS [NOT USED] 8 1.12 WARRANTY [NOT USED] 9 PART 2- PRODUCTS [NOT USED] 10 PART 3 - EXECUTION [NOT USED] 11 END OF SECTION 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 13 -=4 CITY OF FORT WORTH UTILITY CUT REPAIR STANDARD CONSI'RUC7110N SPECIFICATION DOCUMENTS CONTRACT 2018 Revised December 20,2012 city project No.UC-01 2018 01 35 13-11 SPECIAL PROJECT PROCEDURES Page 11 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 WORD ON UTILITY LINES ON OR AROUND YOUR 19 PROPERTY. 20 21 CONSTRUCTION WILL BEGIN APPROXIMAT ELY SEVEN DAYS FROM TUE 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 INSPECTORS AT C TELEPHONE NO.> 33 34 AFTER 4:30 PIM OR ON WEEKENDS, PLEASE CALL (817) 392 8306 35 36 PLEASE KEEP THIS FLYER HANDY WHEN YOU CALL 37 CITY OF FORT WORTH UTILITY CUT REPAIR STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CONTRACT 2018 ti Revised December 20,2012 eily project No.UC-01 2018 0135 13-12 SPECIAL PROJECT PROCEDURES Page 12 of 12 1 EXHIBIT B 2 F®RT WORT"H DOE III©.XX= NOTICE OF TEMPORARY WATER SERVICE INTERRUPTION DUE TO UTILITY IMPROVEMENTS IN YOUR NEIGHBORHOOD, YOUR WATER SERVICE WILL BE INTERRUPTED ON BETWEEN THE HOURS OF AND IF YOU HAVE QUESTIONS ABOUT THIS SHUT-OUT,PLEASE CALL: MR. AT (CONTRACTORS SUPERINTENDENT) (TELEPHONE NUMBER) OR MR. AT__.. (CITY INSPECTOR) (TELEPHONE NUMBER) THIS INCONVENIENCE WILL BE AS SHORT AS POSSIBLE. THANK YOU, ,CONTRACTOR 4 CITY OF FORTWORTH UTILITY CUT REPAIR STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CONTRACT 2018 Revised December 20,2012 city project No.UC-01 2018 014523-1 TESTING AND INSPECTION SERVICES Page I of 2 1 SECTION 0145 23 2 TESTING AND INSPECTION SERVICES 3 PART1 - GENERAL 4 1.1 SUMMARY 5 A. Section Includes: 6 1. Testing and inspection services procedures and coordination 7 B. Deviations from this City of Fort Worth Standard Specification 8 1. None. 9 C. Related Specification Sections include, but are not necessarily Iimited to: 10 1. Division 0—Bidding Requirements, Contract Forms and Conditions of the Contract 11 2. Division 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 a. Contractor is responsible for performing,coordinating, and payment of all 17 Quality Control testing. 18 b. City is responsible for performing and payment for first set of Quality 19 Assurance testing. 20 1) if the first Quality Assurance test performed by the City fails,the 21 Contractor is responsible for payment of subsequent Quality Assurance 22 testing until a passing test occurs. 23 a) Final acceptance will not be issued by City until all required payments 24 for testing by Contractor have been paid in full. 25 1.3 REFERENCES [NOT USED] 26 1.4 ADMINISTRATIVE REQUIREMENTS 27 A. Testing 28 1. Complete testing in accordance with the Contract Documents. 29 2. Coordination 30 a. When testing is required to be performed by the City, notify City, sufficiently 31 in advance, when testing is needed. 32 b. When testing is required to be completed by the Contractor,notify City, 33 sufficiently in advance,that testing will be performed. 34 3. Distribution of Testing Reports 35 a. Electronic Distribution 36 1) Confirm development of Project directory for electronic submittals to be 37 uploaded to City's Buzzsaw site,or another external FTP site approved by 38 the City. i CITY OF FORT WORTH UTILITY CUT REPAIR STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CONTRACT 2018 Revised July 1,2011 City Project No.UC-01 2018 014523-2 TESTING AND INSPECTION SERVICES Page 2 of 2 1 2) Upload test reports to designated project directory and notify appropriate 2 City representatives via email of submittal posting. 3 3) Hard Copies 4 a) I copy for all submittals submitted to the Project Representative 5 b. Hard Copy Distribution(if required in lieu of electronic distribution) 6 1) Tests performed by City 7 a) Distribute 1 hard copy to the Contractor 8 2) Tests performed by the Contractor 9 a) Distribute 3 hard copies to City's Project Representative 10 4. Provide City's Project Representative with trip tickets for each delivered load of 11 Concrete or Lime material including the following information: 12 a. Name of pit 13 b. Date of delivery 14 c. Materia] delivered 15 B. Inspection 16 1. Inspection or lack of inspection does not relieve the Contractor from obligation to 1.7 perform work in accordance with the Contract Documents, 18 1.5 SUBMITTALS [NOT USED] 19 1.6 ACTION SUBMITTALSANFORMATIONAL SUBMITTALS [NOT USED] 20 1.7 CLOSEOUT SUBMITTALS [NOT USED] 21 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 22 1.9 QUALITY ASSURANCE [NOT USED] 23 1.10 DELIVERY, STORAGE,AND HANDLING [NOT USED] 24 1.11 FIELD [SITE] CONDITIONS [NOT USED] 25 1.12 WARRANTY [NOT USED] 26 PART 2- PRODUCTS [NOT USED] 27 PART 3- EXECUTION [NOT USED] 28 END OF SECTION 29 Revision Log DATE NAME SUMMARY OF CHANGE 30 CITY OF FORT WORTH U`fIL1TY CUT REPAIR STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CONTRACT 2018 Revised July 1,2011 City Project No.UC-01 2018 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 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 I week before water for construction is desired CITY OF FORT WORTH UTILITY CUT REPAW STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CONTRACT 2018 Revised July 1,2011 City Project No.UC-01 2018 015000-2 TEMPORARY FACILITIES AND CONTROLS Page 2 of 4 I d. Contractor Payment for Construction Water 2 1) Obtain construction water meter from City for payment as billed by City's 3 established rates. 4 3. Electricity and Lighting 5 a. Provide and pay for electric powered service as required for Work, including 6 testing of Work. 7 1) Provide power for lighting,operation of equipment,or other use. 8 b. Electric power service includes temporary power service or generator to 9 maintain operations during scheduled shutdown. 10 4. Telephone 11 a. Provide emergency telephone service at Site for use by Contractor personnel 12 and others performing work or furnishing services at Site. 13 5. Temporary Heat and Ventilation 14 a. Provide temporary heat as necessary for protection or completion of Work. 15 b. Provide temporary heat and ventilation to assure safe working conditions. 16 B. Sanitary Facilities 17 1. Provide and maintain sanitary facilities for persons on Site. 18 a. Comply with regulations of State and local departments of health. 19 2. Enforce use of sanitary facilities by construction personnel at job site. 20 a. Enclose and anchor sanitary facilities. 21 b. No discharge will be allowed from these facilities. 22 c. Collect and store sewage and waste so as not to cause nuisance or health 23 problem. 24 d. Haul sewage and waste off-site at no less than weekly intervals and properly 25 dispose in accordance with applicable regulation. 26 3. Locate facilities near Work Site and keep clean and maintained throughout Project. 27 4. Remove facilities at completion of Project 28 C. Storage Sheds and Buildings 29 1. Provide adequately ventilated, watertight, weatherproof storage facilities with floor 30 above ground level for materials and equipment susceptible to weather damage. 31 2. Storage of materials not susceptible to weather damage may be on blocks off 32 ground. 33 3. Store materials in a neat and orderly manner. 34 a. Place materials and equipment to permit easy access for identification, 35 inspection and inventory. 36 4. Equip building with lockable doors and lighting,and provide electrical service for 37 equipment space heaters and heating or ventilation as necessary to provide storage 38 environments acceptable to specified manufacturers. 39 5. Fill and grade site for temporary structures to provide drainage away from 40 temporary and existing buildings. 41 6. Remove building from site prior to Final Acceptance. 42 D. Temporary Fencing 43 1. Provide and maintain for the duration or construction when required in contract 44 documents 45 E. Dust Control CITY OF FORT WORTH UTILITY CUT REPAIR STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CONTRACT 2018 Revised July 1,2011 City Project No.UC-01 2018 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 SUBMITTALSANFORMATIONAL SUBMITTALS [NOT USED] i o 1.7 CLOSEOUT SUBMITTALS [NOT USED] 11 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] f 12 1.9 QUALITY ASSURANCE fNOT USED] 13 1.10 DELIVERY,STORAGE,AND HANDLING [NOT USED] 14 1.11 FIELD[SITE] CONDITIONS [NOT USED] 15 112 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 UTILITY CUT REPAIR STANDARD CONSTRUC'T'ION SPECIFICATION DOCUMENTS CONTRACT 2018 Revised July I,2011 City Project No.UC-01 2018 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 DATE NAME SUMMARY OF CHANGE 8 CITY OF FORT WORTH UTILITY CU'T REPAIR STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CONTRACT 2018 Revised July 1,2011 City Project No.UC-012048 i 015526-I STREET USE PERMrr 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 Iogged at the end of this 27 specification,unless a date is specifically cited. 28 2. Texas Manual on Uniform Traffic Control Devices (TMUTCD). I 29 1.4 ADMINISTRATIVE REQUIREMENTS 30 A. Traffic Control 31 1. General 32 a. When traffic control plans are included in the Drawings,provide Traffic 33 Control in accordance with Drawings and Section 34 71 13. 34 b. When traffic control plans are not included in the Drawings,prepare traffic 35 control plans in accordance with Section 34 71 13 and submit to City for 36 review. 37 1) Allow minimum 10 working days for review of proposed Traffic Control. 38 B. Street Use Permit CITY OF FORT WORTH UTILITY CUT REPAIR STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CONTRACT 2018 Revised July 1,2011 City Project No.UC-01 2018 1 015526-2 STREET USE PERMIT AND MODIFICATIONS TO TRAFFIC CONTROL Page 2 of 3 1 1. Prior to installation of Traffic Control, a City Street Use Permit is required. 2 a. To obtain Street Use Permit, submit Traffic Control Plans to City 3 Transportation and Public Works Department. 4 1) Allow a minimum of 5 working days for permit review. 5 2) Contractor's responsibility to coordinate review of Traffic Control plans for 6 Street Use Permit, such that construction is not delayed. 7 C. Modification to Approved Traffic Control 8 1. Prior to installation traffic control: 9 a. Submit revised traffic control plans to City Department Transportation and 10 Public Works Department. 11 1) Revise Traffic Control plans in accordance with Section 34 71 13. 12 2) Allow minimum 5 working days for review of revised Traffic Control. 13 3) It is the Contractor's responsibility to coordinate review of Traffic Control 14 plans for Street Use Permit, such that construction is not delayed. 15 D. Removal of Street Sign 16 1. If it is determined that a street sign must be removed for construction, then contact 17 City Transportation and Public Works Department, Signs and Markings Division to 18 remove the sign. 19 E. Temporary Signage 20 1. In the case of regulatory signs,replace permanent sign with temporary sign meeting 21 requirements of the latest edition of the Texas Manual on Uniform Traffic Control 22 Devices (MUTCD). 23 2. Install temporary sign before the removal of permanent sign. 24 3. When construction is complete,to the extent that the permanent sign can be, 25 reinstalled,contact the City Transportation and Public Works Department, Signs 26 and Markings Division,to reinstall the permanent sign. 27 F. Traffic Control Standards 28 1. Traffic Control Standards can be found on the City's Buzzsaw website. CITY OF MRT WORTH UTILITY CUT REPAIR STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CONTRACT 2018 Revised July 1,2011 City Project No.UC-01 2018 015526-3 STREET USE PERMIT AND MODIFICATIONS TO TRAFFIC CONTROL Page 3 of 3 1 1.5 SUBMITTALS [NOT USED] 2 1.6 ACTION SUBMITTALSANFORMATIONAL SUBMITTALS [NOT USED] 3 1.7 CLOSEOUT SUBMITTALS [NOT USED] 4 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 5 1.9 QUALITY ASSURANCE[NOT USED] 6 1.10 DELIVERY,STORAGE,AND HANDLING[NOT USED] 7 1.11 FIELD [SITE] CONDITIONS [NOT USED] 8 1.12 WARRANTY [NOT USED] 9 PART 2- PRODUCTS [NOT USED] 10 PART 3- EXECUTION [NOT USED] 11 END OF SECTION 12 Revision Log DATE NAME SUMMARY OF CHANGE 13 I CITY OF FORT WORTH UTILITY CUT REPAIR STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CONTRACT2018 Revised July 1,2011 City Project No.UC 012018 01 57 13-1 STORM WATER POLLUTION PREVENTION Page 1 of 3 1 SECTION 0157 13 2 STORM WATER POLLUTION PREVENTION 3 PART1 - GENERAL I 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 I 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 I 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 UTILITY CUT REPAIR STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CONTRACT 2018 Revised July 1,2011 City Project No.UC-01 2018 015713-2 STORM WATER POLLUTION PREVENTION Page 2 of 3 1 B. Construction Activities resulting in: 2 1. Less than i acre of disturbance 3 a. Provide erosion and sediment control in accordance with Section 3125 00 and 4 Drawings. 5 2. 1 to less than 5 acres of disturbance 6 a. Texas Pollutant Discharge Elimination System(TPDES)General Construction 7 Permit is required 8 b. Complete SWPPP in accordance with TCEQ requirements 9 1) TCEQ Small Construction Site Notice Required under general permit 10 TXR 150000 I I a) Sign and post at job site 12 b) Prior to Preconstruction Meeting, send 1 copy to City Department of 13 Transportation and Public Works,Environmental Division, (9 17) 392- 14 6088. 15 2) Provide erosion and sediment control in accordance with: 16 a) Section 31 25 00 17 b) The Drawings 18 c) TXR150000 General Permit 19 d) SWPPP 20 e) TCEQ requirements 21 3. 5 acres or more of Disturbance 22 a. Texas Pollutant Discharge Elimination System(TPDES) General Construction 23 Permit is required 24 b. Complete SWPPP in accordance with TCEQ requirements 25 1) Prepare a TCEQ NOI form and submit to TCEQ along with required fee 26 a) Sign and post at job site 27 b) Send copy to City Department of Transportation and Public Works, 28 Environmental Division, (817) 392-6088. 29 2) TCEQ Notice of Change required if making changes or updates to NOI 30 3) Provide erosion and sediment control in accordance with: 31 a) Section 3125 00 32 b) The Drawings 33 c) TXR150000 General Permit 34 d) SWPPP 35 e) TCEQ requirements 36 4) Once the project has been completed and all the closeout requirements of 37 TCEQ have been met a TCEQ Notice of Termination can be submitted. 38 a) Send copy to City Department of Transportation and Public Works, 39 Environmental Division, (817) 392-6088. 40 1.5 SUBMITTALS 41 A. SWPPP 42 1. Submit in accordance with Section 01 33 00,except as stated herein. 43 a. Prior to the Preconstruction Meeting,submit a draft copy of SWPPP to the City 44 as follows: 45 1) 1 copy to the City Project Manager 46 a) City Project Manager will forward to the City Department of 47 Transportation and Public Works,Environmental Division for review CITY OF FORT WORTH UTILITY CUT REPAIR STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CONTRACT 2018 Revised July 1,2011 City Project No.UC-01 2018 i 01 57 13-3 STORM WATER POLLUTION PREVENTION Page 3 of 3 1 B. Modified SWPPP 2 1. If the SWPPP is revised during construction,resubmit modified SWPPP to the City 3 in accordance with Section 01 33 00. 4 1.6 ACTION SUBMITTALSANFORMATIONAL SUBMITTALS [NOT USED] 5 1.7 CLOSEOUT SUBMITTALS [NOT USED] 6 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 7 1.9 QUALITY ASSURANCE [NOT USED] 8 1.10 DELIVERY,STORAGE,AND HANDLING [NOT USED] 9 1.11 FIELD [SITE] CONDITIONS [NOT USED] 10 1.12 WARRANTY [NOT USED] 11 PART 2 - PRODUCTS [NOT USED] 12 PART 3- EXECUTION[NOT USED] 13 END OF SECTION I 14 Revision Log DATE NAME SUMMARY OF CHANGE 15 CITY OF FORT WORTH UTILITY CUT REPAIR STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CONTRACT 2018 Revised July 1,2011 City Project No.UC-01 2018 015813-I TEMPORARY PROJECT SIGNAGE Page 1 of 3 1 SECTION 0158 13 2 TEMPORARY PROJECT SIGNAGE 3 PART1 - GENERAL 4 1.1 SUMMARY 5 A. Section Includes: 6 1. Temporary Project Signage Requirements 7 B. Deviations from this City of Fort Worth Standard Specification 8 1. None. 9 C. Related Specification Sections include,but are not necessarily limited to: 10 1. Division 0—Bidding Requirements, Contract Forms and Conditions of the Contract 11 2. Division I —General Requirements 12 1.2 PRICE AND PAYMENT PROCEDURES 13 A. Measurement and Payment 14 1. Work associated with this Item is considered subsidiary to the various Items bid. 15 No separate payment will be allowed for this Item. 16 1.3 REFERENCES [NOT USED] 17 1.4 ADMINISTRATIVE REQUIREMENTS [NOT USED] 18 1.5 SUBMITTALS [NOT USED] 19 1.6 ACTION SUBMITTALSANFORMATIONAL SUBMITTALS [NOT USED] 20 1.7 CLOSEOUT SUBMITTALS [NOT USED] 21 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 22 1.9 QUALITY ASSURANCE [NOT USED] 23 1.10 DELIVERY,STORAGE,AND HANDLING[NOT USED] 24 1.11 FIELD[SITE] CONDITIONS [NOT USED] 25 1.12 WARRANTY[NOT USED] 26 PART 2- PRODUCTS 27 2.1 OWNER-FURNISHED[oR] OWNER-SUPPLIEDPRODUCTS [NOT USED] 4 28 2.2 EQUIPMENT,PRODUCT TYPES,AND MATERIALS 29 A. Design Criteria 30 1. Provide free standing Project Designation Sign in accordance with City's Standard 31 Details for project signs. CITY OF FORT WORTH UTILITY CUT REPAIR STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CONTRACT 2018 Revised July 1,2011 City Project No.UC-01 2018 015813-2 TEMPORARY PROJECT SIGNAGE Page 2 of 3 1 B. Materials 2 1. Sign 3 a. Constructed of Y4-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. t3 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 1 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 39 ADJUSTING [NOT USED] 23 3.10 CLEANING [NOT USED] 24 311 CLOSEOUT ACTIVITIES [NOT USED] 2.5 3.12 PROTECTION [NOT USED] 26 3.13 MAINTENANCE 27 A. General 28 1. Maintenance will include painting and repairs as needed or directed by the City. 29 3.14 ATTACHMENTS [NOT USED] 30 END OF SECTION 31 CITY OF FORT WORTH UTILITY CUT REPAIR S'T'ANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CONTRACT 2018 Revised July 1,2011 City Project No.UC-01 2018 01 58 13-3 TEMPORARY PROJECT SIGNAGE Page 3 of 3 I Revision Log DATE NAME SUMMARY OF CHANGE I 2 I CITY OF FORT WORTH UTILITY CUT REPAIR STANDARD CONSTRUCTION SPECIFICA`T'ION DOCUMENTS CONTRACT 2018 Revised July I,2011 City Project No.UC-01 2018 F 01 6000- 1 PRODUCT REQUIREMENTS Page 1 of 2 1 SECTION 0160 00 2 PRODUCT REQUIREMENTS 3 PART1 - GENERAL 4 1.1 SUMMARY 5 A. Section Includes: 6 1. References for Product Requirements and City Standard Products List 7 B. Deviations from this City of Fort Worth Standard Specification 8 1. None. 9 C. Related Specification Sections include,but are not necessarily Iimited to: 10 1. Division 0—Bidding Requirements, Contract Forms and Conditions of the Contract 11 2, Division 1 General Requirements i 12 1.2 PRICE AND PAYMENT PROCEDURES [NOT USED] 13 1.3 REFERENCES [NOT USED] 14 1.4 ADMINISTRATIVE REQUIREMENTS 15 A. A list of City approved products for use is located on Buzzsaw as follows: 16 1. Resources\02-Construction Documents\Standard Products List 17 B. Only products specifically included on City's Standard Product List in these Contract 18 Documents shall be allowed for use on the Project. ' 19 1. Any subsequently approved products will only be allowed for use upon specific 20 approval by the City. 21 C. Any specific product requirements in the Contract Documents supersede similar 22 products included on the City's Standard Product List. 23 1. The City reserves the right to not allow products to be used for certain projects even 24 though the product is listed on the City's Standard Product List. 25 D. Although a specific product is included on City's Standard Product List,not all 26 products from that manufacturer are approved for use,including but not limited to,that 27 manufacturer's standard product. 28 E. See Section 0133 00 for submittal requirements of Product Data included on City's 29 Standard Product List. 30 1.S SUBMITTALS [NOT USED] 31 1.6 ACTION SUBMITTALSANFORMATIONAL SUBMITTALS [NOT USED] 32 1.7 CLOSEOUT SUBMITTALS [NOT USED] 33 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 34 1.9 QUALITY ASSURANCE [NOT USED] CITY OF FORT WORTH UTILITY CUT REPAIR STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CONTRACT 2018 Revised December 20,2012 City Project No.UC-01 2018 016040-2 PRODUCT REQUIREMENTS Page 2 of 2 1 1.10 DELIVERY, STORAGE,AND HANDLING [NOT USED] 2 1.11 FIELD [SITE] CONDITIONS [NOT USED] 3 1.12 WARRANTY [NOT USED] 4 PART 2 - PRODUCTS [NOT USED] 5 PART 3 - EXECUTION [NOT USED] 6 END OF SECTION 7 Revision Log DATE NAME SUMMARY OF CHANGE 10/12/12 D.Johnson Modified Location of City's Standard Product List 8 CITY OF FORT WORTH UTILITY CUT REPAIR STANDARD CONSTRUCTION SPEC tF1CA'1'ION DOCUMENTS CONTRACT 207 8 Revised December 20,2012 City Project No.UC-01 2018 i 01 66 00-1 PRODUCT STORAGE AND HANDLING REQUIREMENTS Page 1 of 4 4 1 SECTION 0166 00 2 PRODUCT STORAGE AND HANDLING REQUIREMENTS 3 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 t0 b. Exposure to elements or harsh environments I 1 B. Deviations from this City of Fort Worth Standard Specification 12 1. None. 13 C. Related Specification Sections include,but are not necessarily limited to: 14 1. Division 0—Bidding Requirements,Contract Forms and Conditions of the Contract 15 2. Division 1 —General Requirements 16 1.2 PRICE AND PAYMENT PROCEDURES 17 A. Measurement and Payment 18 1. Work associated with this Item is considered subsidiary to the various Items bid. 19 No separate payment will be allowed for this Item. 20 1.3 REFERENCES [NOT USED] 21 1.4 ADMINISTRATIVE REQUIREMENTS [NOT USED] 22 1.5 SUBMITTALS [NOT USED] 23 1.6 ACTION 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 UTILITY CUT REPAIR STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CONTRACT 2018 Revised July 1,2011 City Project No.UC-01 2018 01 6600-2 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 CONTRACT2018 Revised July 1,2011 City Project No.UC-01 2018 016600-3 PRODUCT STORAGE AND HANDLING REQUIREMENTS Page 3 of 4 1 1.11 FIELD [SITE] CONDITIONS [NOT USED] 2 1.12 WARRANTY [NOT USED] 3 PART 2 - PRODUCTS [NOT USED] 4 PART 3 - EXECUTION 5 3.1 INSTALLERS [NOT USED] 6 3.2 EXAMINATION[NOT USED] 7 3.3 PREPARATION[NOT USED] 8 3.4 ERECTION [NOT USED] 9 3.5 REPAIR/RESTORATION[NOT USED] 10 3.6 RE-INSTALLATION[NOT USED] I 11 3.7 FIELD [oR] SITE QUALITY CONTROL 12 A. Tests and Inspections 13 1. Inspect all products or equipment delivered to the site prior to unloading. 14 B. Non-ConfoniIling Work 15 1. Reject all products or equipment that are damaged,used or in any other way 16 unsatisfactory for use on the project. 17 3.8 SYSTEM STARTUP[NOT USED] 18 3.9 ADJUSTING [NOT USED] ! 19 3.10 CLEANING [NOT USED] 20 3.11 CLOSEOUT ACTIVI'T'IES [NOT USED] 21 3.12 PROTECTION 22 A. Protect all products or equipment in accordance with manufacturer's written directions. 23 B. Store products or equipment in location to avoid physical damage to items while in 24 storage. 25 C. Protect equipment from exposure to elements and keep thoroughly dry if required by 26 the manufacturer. 27 3.13 MAINTENANCE [NOT USED] 28 3.14 ATTACHMENTS [NOT USED] 29 END OF SECTION 30 I CITY OF FORT WORTH UTILITY CUT REPAIR STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CONTRACT 2018 Revised July 1,201.I City Project No.UC-01 2018 01 6600-4 PRODUCT STORAGE AND HAN13LLNG REQUIREMENTS Page 4 of 4 Revision Log DATE NAME SUMMARY OF CHANGE 1 t CITY OF FORT WORTH UTI L1TY CUT REPAIR STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CONTRACT 2018 Revised July 1,2011 City Project No.UC-01 2018 017000-1 MOBILIZATION AND REMORILIZATION Page i of 3 i 1 SECTION 0170 00 2 MOBILIZATION AND REMOBILIZATION 3 PART1 - GENERAL 4 1.1 SUMMARY 5 A. Section Includes: 6 1. Mobilization and Demobilization 7 a. Mobilization 8 1) Transportation of Contractor's personnel,equipment, and operating supplies 9 to the Site 10 2) Establishment of necessary general facilities for the Contractor's operation t 1 at the Site 12 3) Premiums paid for performance and payment bonds 13 4) Transportation of Contractor's personnel,equipment,and operating supplies i 14 to another location within the designated Site 15 5) Relocation of necessary general facilities for the Contractor's operation 16 from 1 location to another location on the Site. 17 b. Demobilization 18 1) Transportation of Contractor's personnel,equipment, and operating supplies .19 away from the Site including disassembly 20 2) Site Clean-up 21 3) Removal of all buildings and/or other facilities assembled at the Site for this 22 Contract 23 c. Mobilization and Demobilization do not include activities for specific items of 24 work that are for which payment is provided elsewhere in the contract. i 25 2. Remobilization 26 a. Remobilization for Suspension of Work specifically required in the Contract 27 Documents or as required by City includes: 28 1) Demobilization 29 a) Transportation of Contractor's personnel,equipment, and operating 30 supplies from the Site including disassembly or temporarily securing 31 equipment, supplies,and other facilities as designated by the Contract 32 Documents necessary to suspend the Work. 33 b) Site Clean-up as designated in the Contract Documents 34 2) Remobilization 35 a) Transportation of Contractor's personnel,equipment, and operating 36 supplies to the Site necessary to resume the Work. 37 b) Establishment of necessary general facilities for the Contractor's 38 operation at the Site necessary to resume the Work. 39 3) No Payments will be made for: 40 a) Mobilization and Demobilization from one location to another on the 41 Site in the normal progress of performing the Work. 42 b) Stand-by or idle time 43 c) Lost profits 44 3. Mobilizations and Demobilization for Miscellaneous Projects 45 a. Mobilization and Demobilization CITY OF FORT WORTH UTILITY CUT REPAIR STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CONTRACT 2018 Revised November 22,2016 City Project No.UC-01 20I8 017000.2 MOBILIZATION AND REMOMLIZATION 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 I I 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 he 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 2018 Revised November 22,2016 City Project No.UC 012018 017000-3 MOBILIZATION AND REMOBILIZATION Page 3 of 3 1 1.14 DELIVERY,STORAGE,AND HANDLING[NOT USED] 2 1.11 FIELD[SITE] CONDITIONS [NOT USED] k 3 1.12 WARRANTY [NOT USED] 4 PART 2- PRODUCTS [NOT USED] 5 PART 3- EXECUTION [NOT USED] 6 END OF SECTION 7 Revision Log DATE NAME SUMMARY OF CHANGE 11/22/16 Michael Owen I.2 Price and Payment Procedures-Revised specification,including blue text,to make specification flexible for either subsidiary or paid bid item for Mobilization. l k CITY OF FORT WORTH UTILITY CUT REPAIR STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CONTRACT 2018 Revised November 22,2016 City Project No.UC-01 2018 i 017123- 1 CONSTRUCTION STAKING AND SURVEY Page I of 8 I 1 SECTION 017123 2 CONSTRUCTION STAKING AND SURVEY 3 PART1 - GENERAL 4 1.1 SUMMARY 5 A. Section Includes: 6 1. Requirements for construction staking and construction survey 7 B. Deviations from this City of Fort Worth Standard Specification 8 1. None. 9 C. Related Specification Sections include,but are not necessarily limited to: 10 1. Division 0 Bidding Requirements,Contract Forms and Conditions of the Contract 11 2. Division 1 —General Requirements 12 1.2 PRICE AND PAYMENT PROCEDURES I 13 A. Measurement and Payment 14 1. Construction Staking 15 a. Measurement 16 1) Measurement for this Item shall be by lump sum. 17 b. Payment 18 1) The work performed and the materials furnished in accordance with this 19 Item shall be paid for at the lump sum price bid for"Construction Staking". 20 2) Payment for"Construction Staking" shall be made in partial payments t 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: i 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". i CITY OF FORT WORTH UTILITY CUT KEPAIR STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CONTRACT 2018 Revised February 14,2018 City Project No.UC-01 2018 01 71 23-2 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 structureslimprovements included in the Project Drawings. 15 2. As-built Survey—The measurements made after the construction of the 16 improvement features are complete to provide position coordinates for the features 17 of a project. 18 3. Construction Staking The placement of stakes and markings to provide offsets 19 and elevations to cut and fill in order to locate on the ground the designed 20 structures/improvements included in the Project Drawings. Construction staking 21 shall include staking easements and/or right of way if indicated on the plans. 22 4. Survey"Field Checks"—Measurements made after construction staking is 23 completed and before construction work begins to ensure that structures marked on 24 the ground are accurately located per Project Drawings. 25 B. Technical References 26 1. City of Fort Worth—Construction Staking Standards (available on City's Buzzsaw 27 website)—01 71 23.16.0 1_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 0133 00. 39 B. All submittals shall be received and reviewed by the City prior to delivery of work. 40 11.6 ACTION SUBMITTALSANFORMATIONAL SUBMITTALS 41 A. Field Quality Control Submittals CITY OF MOR`['WOIZTH UTILITY CUT REPAIR STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CONTRACT 2018 Revised February 1.4,2018 City Project No.UC-0l 2018 } 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 j 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. i CITY OF FORT WORTH UTILITY CUT REPAIR STANDARD CONSTRUC"CION SPECIFICATION DOCUMENTS CONTRACT 2018 Revised February 14,2018 City Project No.UC-01 2018 01 71 23-4 CONSTRUCTION STAKING AND SURVEY Page 4 of 8 1 2) Use of Benchmarks to furnish and maintain all reference lines and grades 2 for tunneling. 3 3) Use of line and grades to establish the location of the pipe. 4 4) Submit to the City copies of field notesused to establish all lines and 5 grades,if requested, and allow the City to check guidance system setup prior 6 to beginning each tunneling drive. 7 5) Provide access for the City, if requested,to verify the guidance system and 8 the line and grade of the carrier pipe. 9 6) The Contractor remains fully responsible for the accuracy of the work and 10 correction of it,as required. 11 7) Monitor line and grade continuously during construction. 12 8) Record deviation with respect to design line and grade once at each pipe 13 joint and submit daily records to the City. 14 9) If the installation does not meet the specified tolerances (as outlined in 15 Sections 33 05 23 and/or 33 05 24),immediately notify the City and correct 16 the installation in accordance with the Contract Documents. 17 C. As-Built Survey 18 1. Required As-Built Survey will be performed by the Contractor. 19 2. Coordination 20 a. Contractor is to coordinate with City to confirm which features require as- 21 built surveying. 22 b. It is the Contractor's responsibility to coordinate the as-built survey and 23 required measurements for items that are to be buried such that construction 24 activities are not delayed or negatively impacted. 25 c. For sewer mains and water mains 12" and under in diameter,it is acceptable 26 to physically measure depth and mark the location during the progress of 27 construction and take as-built survey after the facility has been buried. The 28 Contractor is responsible for the quality control needed to ensure accuracy. 29 3. General 30 a. The Contractor shall provide as-built survey including the elevation and 31 location (and provide written documentation to the City) of construction 32 features during the progress of the construction including the following: 33 1) Water Lines 34 a) Top of pipe elevations and coordinates for waterlines at the following 35 locations: 36 (1) Minimum every 250 linear feet, including 37 (2) Horizontal and vertical points of inflection, curvature, 38 etc. 39 (3) Fire line tee 40 (4) Plugs, stub-outs,dead-end lines 41 (5) Casing pipe(each end) and all buried fittings 42 2) Sanitary Sewer 43 a) Top of pipe elevations and coordinates for force mains and siphon 44 sanitary sewer lines(non-gravity facilities) at the following locations: 45 (1) Minimum every 250 linear feet and any buried fittings 46 (2) Horizontal and vertical points of inflection,curvature, 47 etc. 48 3) Stormwater—Not Applicable CITY OF FORT WORTH UTILITY CUT REPAIR STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CONTRACT 2018 Revised February 14,2018 City Project No.UC-01 2018 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 WOR'T'H UTILITY CUT REPAIR STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CONTRACT 2018 Revised February 14,2018 City Project No.UC-01 2018 017123-6 CONSTRUCTION STAKING AND SURVEY Page 6 of 8 1 c. CSV file(.esv), formatted with X and Y coordinates in separate columns (use 2 standard templates,if available) 3 .- 6. Survey files shall include vertical and horizontal data tied to original project 4 control and benchmarks, and shall include feature descriptions 5 PART 3 - EXECUTION 6 3.1 INSTALLERS 7 A. Tolerances: 8 1. The staked location of any improvement or facility should be as accurate as 9 practical and necessary. The degree of precision required is dependent on many 10 factors all of which must remain judgmental. The tolerances listed hereafter are 11 based on generalities and,under certain circumstances,shall yield to specific 12 requirements.The surveyor shall assess any situation by review of the overall plans 13 and through consultation with responsible parties as to the need for specific 14 tolerances, t5 a. Earthwork: Grades for earthwork or rough cut should not exceed 0.1 ft. vertical 16 tolerance. Horizontal alignment for earthwork and rough cut should not exceed 17 1.0 ft. tolerance. 18 b. Horizontal alignment on a structure shall be within .O.Ift'tolerance. 19 c. Paving or concrete for streets,curbs,gutters,parking areas,drives, alleys and 20 walkways shall be located within the confines of the site boundaries and, 21 occasionally, along a boundary or any other restrictive line. Away from any 22 restrictive line,these facilities should be staked with an accuracy producing no 23 more than 0.05ft.tolerance from their specified locations. 24 d. Underground and overhead utilities, such as sewers, gas,water,telephone and 25 electric lines, shall be located horizontally within their prescribed areas or 26 easements.Within assigned areas,these utilities should be staked with an 27 accuracy producing no more than 0.1 ft tolerance from a specified location. 28 e. The accuracy required for the vertical location of utilities varies widely. Many 29 underground utilities require only a minimum cover and a tolerance of 0.1 ft. 30 should be maintained. Underground and overhead utilities on planned profile, 31 but not depending on gravity flow for performance, should not exceed 0.1 ft. 32 tolerance. 33 B. Surveying instruments shall be kept in close adjustment according to manufacturer's 34 specifications or in compliance to standards. The City reserves the right to request a 35 calibration report at any time and recommends regular maintenance schedule be 36 performed by a certified technician every 6 months. 37 1. Field measurements of angles and distances shall be done in such fashion as to 38 satisfy the closures and tolerances expressed in Part 3.1.A. 39 2. Vertical locations shall be established from a pre-established benchmark and 40 checked by closing to a different bench mark on the same datum. 41 3. Construction survey field work shall correspond to the client's plans. Irregularities 42 or conflicts found shall be reported promptly to the City. 43 4. Revisions,corrections and other pertinent data shall be logged for future reference. 44 CITY OF FORT WORTH UTILITY CUT REPAIR STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CONTRACT 2018 Revised February 14,2018 City Project No.UC-01 2018 017123-7 CONSTRUCTION STAKING AND SURVEY Page 7 of 8 ' 1 3.2 EXAMINATION[NOT USED] 2 3.3 PREPARATION [NOT USED] 3 3.4 APPLICATION 4 3.5 REPAIR/RESTORATION 5 A. If the Contractor's work damages or destroys one or more of the control 6 monuments/points set by the City,the monuments shall be adequately referenced for 7 expedient restoration. 8 1. Notify City if any control data needs to be restored or replaced due to damage 9 caused during construction operations. 10 a. Contractor shall perform replacements and/or restorations. 11 b. The City may require at any time a survey"Field Check" of any monument 12 or benchmarks that are set be verified by the City surveyors before further 13 associated work can move forward. 14 3.6 RE-INSTALLATION[NOT USED] 15 3.7 FIELD [OR] SITE QUALITY CONTROL 16 A. It is the Contractor's responsibility to maintain all stakes and control data placed by the 17 City in accordance with this Specification. This includes easements and right of way, if 18 noted on the plans. 19 B. Do not change or relocate stakes or control data without approval from the City. 20 3.8 SYSTEM STARTUP 21 A. Survey Checks 22 1. The City reserves the right to perform a Survey Check at anytime deemed 23 necessary. 24 2. Checks by City personnel or 3'd party contracted surveyor are not intended to 25 relieve the contractor of his/her responsibility for accuracy. 26 27 3.9 ADJUSTING [NOT USED] 28 3.10 CLEANING[NOT USED] 29 3.11 CLOSEOUT ACTIVITIES [NOT USED] 3o 3.12 PROTECTION [NOT USED] 31 3.13 MAINTENANCE [NOT USED] 32 3.14 ATTACHMENTS [NOT USED] 33 END OF SECTION 34 Revision Log CITY OF FORT WORTH UTILITY CUT REPAIR STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CONTRACT 2018 Revised February 14,2018 City Project No.UC-01 2018 i 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 13;modified 1.6;added 1.7 closcout 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 2/14/2418 M Owen 2254;revised action and Closeout submittal requirements;added acceptable depth measurement criteria;revised list of items requiring as-built survey"during"and "after"construction;and revised acceptable digital survey file format 1 CITY OF FORT WORTH UTILITY CUT REPAIR STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CONTRACT 2018 Revised February 14,2018 City Project No.UC-01 2019 G 017423-1 CLEANING i Page 1 of 4 1 SECTION 0174 23 2 CLEANING 3 PART1 - GENERAL 4 1.1 SUMMARY 5 A. Section Includes: 6 1. Intermediate and final cleaning for Work not including special cleaning of closed 7 systems specified elsewhere 8 B. Deviations from this City of Fort Worth Standard Specification 9 1. None. 10 C. Related Specification Sections include,but are not necessarily limited to: 11 1. Division 0—Bidding Requirements, Contract Forms and Conditions of the Contract 12 2. Division 1 —General Requirements 13 3. Section 32 92 13—Hydro-Mulching, Seeding and Sodding 14 1.2 PRICE AND PAYMENT PROCEDURES 15 A. Measurement and Payment 16 1. Work associated with this Item is considered subsidiary to the various Items bid. 17 No separate payment will be allowed for this Item. 18 1.3 REFERENCES [NOT USED] 19 1.4 ADMINISTRATIVE REQUIREMENTS 20 A. Scheduling 21 1. Schedule cleaning operations so that dust and other contaminants disturbed by 22 cleaning process will not fall on newly painted surfaces. 23 2. Schedule final cleaning upon completion of Work and immediately prior to final 24 inspection. 25 1.5 SUBMITTALS [NOT USED] 26 1.6 ACTION SUBMITTALSANFORMATIONAL SUBMITTALS [NOT USED] 27 1.7 CLOSEOUT SUBMITTALS [NOT USED] 28 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 29 1.9 QUALITY ASSURANCE [NOT USED] 30 1.10 STORAGE,AND HANDLING 31 A. Storage and Handling Requirements 32 1. Store cleaning products and cleaning wastes in containers specifically designed for 33 those materials. CITY OF FORT WORTH UTILITY CUT REPAIR STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CONTRACT 2018 Revised July 1,2011 City Project No.UC-01 2018 017423-2 CLEANING Page 2 of 4 1 1.11 FIELD f SITE] CONDITIONS [NOT USED] 2 1.12 WARRANTY [NOT USED] 3 PART 2- PRODUCTS 4 2.1 OWNER-FURNISHED fox] OWNER-SUPPLIEDPRODUCTS [NOT USED] .5 2.2 MATERIALS 6 A. Cleaning Agents 7 1. Compatible with surface being cleaned 8 2. New and uncontaminated 9 3. For manufactured surfaces 10 a. Material recommended by manufacturer 11 2.3 ACCESSORIES [NOT USED] 12 2.4 SOURCE QUALITY CONTROL [NOT USED] 13 PART 3 - EXECUTION 14 3.1 INSTALLERS [NOT USED] 15 3.2 EXAMINATION [NOT USED] 16 3.3 PREPARATION[NOT USED] 17 3.4 APPLICATION [NOT USED] 18 3.5 REPAIR/RESTORATION f NOT USED] 19 3.6 RE-INSTALLATION [NOT USED] 20 3.7 FIELD[oR] SITE QUALITY CONTROL [NOT USED] 21 3.8 SYSTEM STARTUP[NOT USED] 22 3.9 ADJUSTING [NOT USED] 23 3.10 CLEANING 24 A. General 25 1. Prevent accumulation of wastes that create hazardous conditions. 26 2. Conduct cleaning and disposal operations to comply with laws and safety orders of 27 governing authorities. 28 3. Do not dispose of volatile wastes such as mineral spirits,oil or paint thinner in 29 storm or sanitary drains or sewers. 30 4. Dispose of degradable debris at an approved solid waste disposal site. 3l 5. Dispose of nondegradable debris at an approved solid waste disposal site or in an 32 alternate manner approved by City and regulatory agencies. CITY OF FORT WORTH UTILITY CUT REPAIR STANDARD CONSTRUCTION SPEC IHICATION DOCUMENTS CONTRACT 2018 Revised July 1,2011 City Project No.UC-01 2018 i 017423-3 CLEANING i Page 3 of 4 1 6. Handle materials in a controlled manner with as few handlings as possible. 2 7. Thoroughly clean, sweep,wash and polish all Work and equipment associated with 3 this project. 4 8. Remove all signs of temporary construction and activities incidental to construction 5 of required permanent Work. 6 9. If project is not cleaned to the satisfaction of the City,the City reserves the right to 7 have the cleaning completed at the expense of the Contractor. 8 10. Do not burn on-site. 9 B. Intermediate Cleaning during Construction 10 1. Keep Work areas clean so as not to hinder health, safety or convenience of 11 personnel in existing facility operations. 12 2. At maximum weekly intervals,dispose of waste materials,debris and rubbish. 13 3. Confine construction debris daily in strategically located container(s): 14 a. Cover to prevent blowing by wind 15 b. Store debris away from construction or operational activities 16 c. Haul from site at a minimum of once per week 17 4. Vacuum clean interior areas when ready to receive finish painting. 18 a. Continue vacuum cleaning on an as-needed basis,until Final Acceptance. 19 5. Prior to storm events,thoroughly clean site of all loose or unsecured items,which 20 may become airborne or transported by flowing water during the storm. 21 C. Interior Final Cleaning 22 1. Remove grease, mastic, adhesives,dust, dirt,stains,fingerprints,labels and other 23 foreign materials from sight-exposed surfaces. 24 2. Wipe all lighting fixture reflectors,lenses,lamps and trims clean. 25 3. Wash and shine glazing and mirrors. 26 4. Polish glossy surfaces to a clear shine. 27 5. Ventilating systems 28 a. Clean permanent filters and replace disposable filters if units were operated 29 during construction. 30 b. Clean ducts,blowers and coils if units were operated without filters during 31 construction. 32 6. Replace all burned out lamps. 33 7. Broom clean process area floors. 34 8. Mop office and control room floors. 35 D. Exterior(Site or Right of Way)Final Cleaning 36 1. Remove trash and debris containers from site. 37 a. Re-seed areas disturbed by location of trash and debris containers in accordance 38 with Section 32 92 13. ! 39 2. Sweep roadway to remove all rocks,pieces of asphalt,concrete or any other object 40 that may hinder or disrupt the flow of traffic along the roadway. 41 3. Clean any interior areas including,but not limited to,vaults, manholes,structures, 42 junction boxes and inlets. CITY OF FORT WORTH UTILITY CUT REPAIR STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CONTRACT 2018 Revised July 1,2011 City Project No.UC-01 2018 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] G 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 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CONTRACT 2018 Revised July 1,2011 City Project No.UC-01 2018 I 017719-1 CLOSEOUT REQUIREMENTS Page 1 of 3 I 1 SECTION 0177 19 2 CLOSEOUT REQUIREMENTS 3 PART1 - GENERAL 4 1.1 SUMMARY 5 A. Section Includes: 6 1. The procedure for closing out a contract 7 B. Deviations from this City of Fort Worth Standard Specification 8 1. None. 9 C. Related Specification Sections include,but are not necessarily limited to: 10 1. Division 0—Bidding Requirements,Contract Forms and Conditions of the Contract 11 2. Division 1 —General Requirements 12 1.2 PRICE AND PAYMENT PROCEDURES 13 A. Measurement and Payment 14 1. Work associated with this Item is considered subsidiary to the various Items bid. 15 No separate payment will be allowed for this Item. 16 1.3 REFERENCES [NOT USED] 17 1.4 ADMINISTRATIVE REQUIREMENTS 18 A. Guarantees, Bonds and Affidavits I19 1. No application for final payment will be accepted until all guarantees, bonds, 20 certificates, licenses and affidavits required for Work or equipment as specified are 21 satisfactorily filed with the City. 22 B. Release of Liens or Claims 23 1. No application for final payment will be accepted until satisfactory evidence of 24 release of liens has been submitted to the City. 25 1.5 SUBMITTALS I26 A. Submit all required documentation to City's Project Representative. E CITY OF FORT WORTH UTILITY CUT REPAIR STANDARD CONSI'1RUCTION SPECIFICATION DOCUMENTS CONTRACT 2018 Revised July 1,2011 City Project No.UC-01 2018 017719-2 CLOSEOUT REQUIREMENTS Page 2 of 3 1 1.6 INFORMATIONAL SUBMITTALS [NOT USED] 2 1.7 CLOSEOUT SUBMITTALS [NOT USED] 3 PART 2- PRODUCTS [NOT USED] 4 PART 3- EXECUTION 5 3.1 INSTALLERS [NOT USED] 6 3.2 EXAMINATION[NOT USED] 7 3.3 PREPARATION [NOT USED] 8 3.4 CLOSEOUT PROCEDURE 9 A. Prior to requesting Final Inspection, submit: 10 1. Project Record Documents in accordance with Section 0178 39 11 2. Operation and Maintenance Data,if required,in accordance with Section 0178 23 12 B. Prior to requesting Final Inspection,perform final cleaning in accordance with Section 13 01 74 23. 14 C. Final Inspection 15 1. After final cleaning,provide notice to the City Project Representative that the Work 16 is completed. 17 a. The City will make an initial Final Inspection with the Contractor present. 18 b. Upon completion of this inspection,the City will notify the Contractor,in 19 writing within 10 business days,of any particulars in which this inspection 20 reveals that the Work is defective or incomplete. 21 2. Upon receiving written notice from the City,immediately undertake the Work 22 required to remedy deficiencies and complete the Work to the satisfaction of the 23 City. 24 3. Upon completion of Work associated with the items listed in the City's written 25 notice,inform the City,that the required Work has been completed. Upon receipt 26 of this notice,the City,in the presence of the Contractor,will make a subsequent 27 Final Inspection of the project. 28 4. Provide all special accessories required to place each item of equipment in full 29 operation. These special accessory items include, but are not limited to: 30 a. Specified spare parts 31 b. Adequate oil and grease as required for the first lubrication of the equipment 32 c. Initial fill up of all chemical tanks and fuel tanks 33 d. Light bulbs 34 e. Fuses 35 f. Vault keys 36 g. Handwheels 37 h. Other expendable items as required for initial start-up and operation of all 38 equipment 39 D. Notice of Project Completion CITY OF FORT WORTH UTILITY COT REPAIR STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CONTRACT 2018 Revised July 1,2011 City Project No.UC-01 2018 i 017719-3 CLOSEOUT REQUIREMENTS Page 3 of 3 1 1. Once the City Project Representative finds the Work subsequent to Final Inspection 2 to be satisfactory,the City will issue a Notice of Project Completion(Green Sheet). 3 E. Supporting Documentation 4 1. Coordinate with the City Project Representative to complete the following 5 additional forms: 6 a. Final Payment Request 7 b. Statement of Contract Time 8 c. Affidavit of Payment and Release of Liens 9 d. Consent of Surety to Final Payment 10 e. Pipe Report(if required) 1 I f. Contractor's Evaluation of City 12 g. Performance Evaluation of Contractor 13 F. Letter of Final Acceptance 14 1. Upon review and acceptance of Notice of Project Completion and Supporting 15 Documentation, in accordance with General Conditions,City will issue Letter of 16 Final Acceptance and release the Final Payment Request for payment. 1.7 3.5 REPAIR/RESTORATION f NOT USED] 18 3.6 RE-INSTALLATION [NOT USED] 19 3.7 FIELD [oR] SITE QUALITY CONTROL[NOT USED] 20 3.8 SYSTEM STARTUP [NOT USED] 21 3.9 ADJUSTING[NOT USED] 22 3.10 CLEANING [NOT USED] 23 3.11 CLOSEOUT ACTIVITIES [NOT USED] 24 3.12 PROTECTION [NOT USED] 25 3.13 MAINTENANCE [NOT USED] 26 314 ATTACHMENTS [NOT USED] 27 END OF SECTION 28 Revision Log DATE NAME SUMMARY OF CHANGE 29 CITY OF FORT WORTH UTILITY CUT REPAIR STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CONTRACT 2018 Revised July 1,2011 City Project No.UC-01 2018 1 017823-1 OPERATION AND MAINTENANCE DATA Nage 1 of 5 1 SECTION 0178 23 2 OPERATION AND MAINTENANCE DATA 3 PART1 - GENERAL 4 1.1 SUMMARY 5 A. Section Includes: 6 1. Product data and related information appropriate for City's maintenance and 7 operation of products furnished under Contract 8 2. Such products may include,but are not limited to: 9 a. Traffic Controllers 10 b. Irrigation Controllers(to be operated by the City) 11 c. Butterfly Valves 12 B. Deviations from this City of Fort Worth Standard Specification 13 1. None. 14 C. Related Specification Sections include, but are not necessarily limited to: 15 1. Division 0—Bidding Requirements, Contract Forms and Conditions of the Contract 16 2. Division 1 —General Requirements 17 1.2 PRICE AND PAYMENT PROCEDURES 18 A. Measurement and Payment 19 1. Work associated with this Item is considered subsidiary to the various Itemg bid. 20 No separate payment will be allowed for this Item. 21 1.3 REFERENCES [NOT USED] 22 1.4 ADMINISTRATIVE REQUIREMENTS 23 A. Schedule 24 1. Submit manuals in final form to the City within 30 calendar days of product 25 shipment to the project site. 26 1.5 SUBMITTALS 27 A. Submittals shall be in accordance with Section 01 33 00 . All submittals shall be 28 approved by the City prior to delivery. 29 1.6 INFORMATIONAL SUBMITTALS 30 A. Submittal Form 31 1. Prepare data in form of an instructional manual for use by City personnel. 32 2. Format 33 a. Size: 8 �6 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 UTILKUY CUT REPAIR STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CONTRACT 2018 Revised December 20,2012 City Project Na.UC-01 2018 017823-2 OPERATION AN D MAINTENANCE DATA Page 2 of 5 1 d. Drawings 2 1) Provide reinforced punched binder tab,bind in with text 3 2) Reduce larger drawings and fold to size of text pages. 4 e. Provide fly-leaf for each separate product, or each piece of operating .5 equipment. 6 1) Provide typed description of product, and major component parts of 7 equipment. 8 2) Provide indexed tabs. 9 f. Cover 10 1) Identify each volume with typed or printed title "OPERATING AND 11 MAINTENANCE INSTRUCTIONS". 12 2) List: 13 a) Title of Project 14 b) Identity of separate structure as applicable 15 c) Identity of general subject matter covered in the manual 16 3. Binders 17 a. Commercial quality 3-ring binders with durable and cleanable plastic covers 18 b. When multiple binders are used,correlate the data into related consistent 19 groupings. 20 4. If available,provide an electronic form of the O&M Manual. 21 B. Manual Content 22 1. Neatly typewritten table of contents for each volume, arranged in systematic order 23 a. Contractor,name of responsible principal, address and telephone number 24 b. A list of each product required to be included, indexed to content of the volume 25 c. List,with each product: 26 1) The name, address and telephone number of the subcontractor or installer 27 2) A list of each product required to be included,indexed to content of the 28 volume 29 3) Identify area of responsibility of each 30 4) Local source of supply for parts and replacement 31 d. Identify each product by product name and other identifying symbols as set 32 forth in Contract Documents. 33 2. Product Data 34 a. Include only those sheets which are pertinent to the specific product. 35 b. Annotate each sheet to: 36 1) Clearly identify specific product or part installed 37 2) Clearly identify data applicable to installation 38 3) Delete references to inapplicable information 39 3. Drawings 40 a. Supplement product data with drawings as necessary to clearly illustrate: 41 1) Relations of component parts of equipment and systems 42 2) Control and flow diagrams 43 b. Coordinate drawings with information in Project Record Documents to assure 44 correct illustration of completed installation. 45 c. Do not use Project Record Drawings as maintenance drawings. 46 4. Written text, as required to supplement product data for the particular installation: 47 a. Organize in consistent format under separate headings for different procedures. 48 b. Provide logical sequence of instructions of each procedure. CITY OF FORT WORTH UTILITY CUT REPAIR STANDARD CONSTRUCTION SPECIFICATION DOCUM R.NTS CONTRACT 2018 Revised December 20,2012 City Project No.UC-01 2018 01 7823-3 OPERATION AND MAINTENANCE DATA Page 3 of 5 1 5. Copy of each warranty,bond and service contract issued 2 a. Provide information sheet for City personnel giving: 3 1) Proper procedures in event of failure 4 2) Instances which might affect validity of warranties or bonds 5 C. Manual for Materials and Finishes 6 1. Submit 5 copies of complete manual in final form. 7 2. Content,for architectural products, applied materials and finishes: 8 a. Manufacturer's data,giving full information on products 9 1) Catalog number, size, composition 10 2) Color and texture designations 11 3) Information required for reordering special manufactured products 12 b. Instructions for care and maintenance 13 1) Manufacturer's recommendation for types of cleaning agents and methods 14 2) Cautions against cleaning agents and methods which are detrimental to 15 product 16 3) Recommended schedule for cleaning and maintenance 17 3. Content,for moisture protection and weather exposure products: 18 a. Manufacturer's data,giving full information on products 19 1) Applicable standards 20 2) Chemical composition 21 3) Details of installation 22 b. Instructions for inspection,maintenance and repair 23 D. Manual for Equipment and Systems 24 1, Submit 5 copies of complete manual in final form. 25 2. Content,for each unit of equipment and system, as appropriate: 26 a. Description of unit and component parts 27 1) Function,normal operating characteristics and limiting conditions 28 2) Performance curves,engineering data and tests 29 3) Complete nomenclature and commercial number of replaceable parts 30 b. Operating procedures 31 1) Startup, break-in,routine and normal operating instructions 32 2) Regulation,control, stopping,shut-down and emergency instructions 33 3) Summer and winter operating instructions 34 4) Special operating instructions 35 c. Maintenance procedures 36 1) Routine operations 37 2) Guide to "trouble shooting" 38 3) Disassembly,repair and reassembly 39 4) Alignment, adjusting and checking 40 d. Servicing and lubrication schedule 41 1) List of lubricants required 42 e. Manufacturer's printed operating and maintenance instructions 43 f. Description of sequence of operation by control manufacturer 44 1) Predicted life of parts subject to wear 45 2) Items recommended to be stocked as spare parts 46 g. As installed control diagrams by controls manufacturer 47 h. Each contractor's coordination drawings 48 1) As installed color coded piping diagrams CI'T'Y OF FORT WOR'T'H UTILITY CUT REPAIR STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CONTRACT 2018 Revised December 20,2012 City Project No.UC-01 2018 017823-4 OPERAT[ON 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 paneiboards 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 2018 Revised December 20,2012 City Project No.UC-01 2018 01 7823-5 OPERATION AND MAINTENANCE DATA Page 5 of 5 1 1.10 DELIVERY, STORAGE,AND HANDLING[NOT USED] 2 1.11 FIELD[SITE] CONDITIONS [NOT USED] 3 1.12 WARRANTY [NOT USED] 4 PART 2- PRODUCTS NOT USED] 5 PART 3- EXECUTION[NOT USED] 6 END OF SECTION 7 Rcvision Log DATE NAME SUMMARY OF CHANGE 8/31/2012 D.Johnson 1.5.A.1—title of section removed S 1 I l CITY OF FORT WORTH UTILITY CUT REPAIR STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CONTRACT 2018 Revised December 20,2012 City Project No.UC-01 2018 4 017839-1 PROJECT RECORD DOCUMENTS Page 1 of 4 1 SECTION 0178 39 2 PROJECT RECORD DOCUMENTS 3 PARTI - 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 ti 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. I 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. i CPr'Y OF FORT WORTH UTILITY CUT REPAIR STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CONTRACT 2018 Revised July 1,2011 City Project UC-01 2018 f 017839-2 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 fixture 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 sPF.CIFICATioN DOCUMENTS CONTRACT 2019 Revised July 1,2011 City Project UC-01 2018 i t 017839-3 PROJECT RECORD DOCUMENTS i 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 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 UTILITY CUT REPAIR STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CONTRACT 2018 Revised July 1,2011 City Project UC-01 2018 017839-4 PROJECT RECORD DOCUMENTS Page 4 of 4 1 c. Call attention to each entry by drawing a "cloud" around the area or areas 2 affected. 3 d. Make changes neatly,consistently and with the proper media to assure 4 longevity and clear reproduction. 5 2. Transfer of data to other Documents 6 a. If the Documents,other than Drawings, have been kept clean during progress of 7 the Work,and if entries thereon have been orderly to the approval of the City, 8 the job set of those Documents,other than Drawings, will be accepted as final 9 Record Documents. 10 b. If any such Document is not so approved by the City, secure a new copy of that 11 Document from the City at the City's usual charge for reproduction and 12 handling, and carefully transfer the change data to the new copy to the approval 13 of the City. 14 3.5 REPAIR/RESTORATION [NOT USED] 15 3.6 RE-INSTALLATION [NOT USED] 16 3.7 FIELD [OR] SITE QUALITY CONTROL [NOT USED] 17 3.8 SYSTEM STARTUP[NOT USED] 18 3.9 ADJUSTING[NOT USED] 19 3.10 CLEANING[NOT USED] 20 3.11 CLOSEOUT ACTIVITIES [NOT USED] 21 3.12 PROTECTION [NOT USED] 22 3.13 MAINTENANCE[NOT USED] 23 3.14 ATTACHMENTS [NOT USED] 24 END OF SECTION 25 Revision Log DATE NAME SUMMARY OF CHANGE 26 CITY OF PORT WORTH UTILITY CUT REPAIR STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CONTRACT 2018 Revised July 1,2011 City Project UC-01 2018 0241 14-1 UTILITY REMOVALIABANDONMENT Page I of 17 1 OSECTION 02 4114 2 UTILITY REMOVAL/ABANDONMENT 3 PART1 - GENERAL 4 1.1 SUMMARY 5 A. Section Includes: 6 1. Direction for the removal, abandonment or salvaging of the following utilities: 7 a. Cathodic Protection Test Stations 8 b. Water Lines 9 c. Gate Valves 10 d. Water Valves 11 e. Fire Hydrants 12 f. Water Meters and Meter Box 13 g. Water Sampling Station 14 h. Concrete Water Vaults 15 i. Sanitary Sewer Lines 16 j. Sanitary Sewer Manholes 17 k. Sanitary Sewer Junction Boxes 18 1. Storm Sewer Lines 19 m. Storm Sewer Manhole Risers 20 n. Storm Sewer Junction Boxes 21 o. Storm Sewer Inlets 22 p. Box Culverts 23 q. Headwalls and Safety End Treatments 24 r. Trench Drains 25 B. Deviations from this City of Fort Worth Standard Specification 26 1. UTILITY ADJUSTMENT- 27 This item is included for the basic purpose of establishing a contract price 28 which will be comparable to the final cost of making necessary adjustments 29 required due to utility cut repairs to water,sanitary sewer,natural gas service 30 lines and appurtenances including irrigation lines (sprinkler systems),etc. 31 where such lines and appurtenances are the property owner's responsibility to 32 maintain.An arbitrary figure has been placed in the Proposal; however,this 33 does not guarantee any payment for utility adjustments,neither does it confine 34 utility adjustments to the amount shown in the Proposal.It shall be the 35 contractor's responsibility to provide the services of a licensed plumber to 36 make the utility adjustments determined necessary by the engineer. No 37 payment will be made for utility adjustments except those adjustments 38 determined necessary by the engineer.Should the contractor damage service 39 lines due to his negligence,where such lines would not have required 40 adjustment or repair otherwise,the lines shall be repaired or adjusted by the 41 contractor at the contractor's expense.The payment to the contractor for 42 utility adjustments shall be the actual cost of the adjustments plus ten percent 43 (10%) to cover the cost of bond and overhead incurred by the contractor in 44 handling the utility adjustments. CITY OF FORT WORTH UTILITY CUT REPAIR STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CONTRACT 2018 i Revised December 20,2012 City Project No.UC 012018 0241 14-2 UTILITY RF.MOVALIABANDONMENT 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 1.5 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 I.) 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 2018 Revised December 20,2012 City Project No.UC-01 2018 0241 14-3 UTILITY REMOVAL(ABANDONMENT Page 3 of 17 1 6) Furnishing,placement and compaction of backfill 2 7) Clean-up 3 3. Utility Line Removal, Same Trench 4 a. Measurement 5 1) This Item is considered subsidiary the proposed utility line being installed. 6 b. Payment 7 1) The work performed and materials furnished in accordance with this Item 8 are subsidiary to the installation of proposed utility pipe and shall be 9 subsidiary to the unit price bid per linear foot of pipe complete in place, and 10 no other compensation will be allowed. 11 4. Manhole Abandonment 12 a. Measurement 13 1) Measurement for this Item will be per each manhole to be abandoned. 14 b. Payment 15 1) The work performed and materials furnished in accordance with this Item 16 and measured as provided under"Measurement" shall be paid for at the 17 unit price bid per each"Abandon Manhole"for: 18 a) Various diameters 19 b) Various types 20 c. The price bid shall include: 21 1) Removal and disposal of manhole cone 22 2) Removal, salvage and delivery of frame and cover to City,if applicable 23 3) Cutting and plugging of existing sewer lines 24 4) Concrete 25 5) Acceptable material for backfilling manhole void 26 6) Pavement removal 27 7) Excavation 28 8) Hauling 29 9) Disposal of excess materials 30 10) Furnishing,placement and compaction of backfill 3-1 11) Surface restoration 32 12) Clean-up 33 5. Cathodic Test Station Abandonment 34 a. Measurement 35 1) Measurement for this Item will be per each cathodic test station to be 36 abandoned. 37 b. Payment 38 1) The work performed and materials furnished in accordance with this Item 39 and measured as provided under"Measurement"shall be paid for at the 40 unit price bid per each"Abandon Cathodic Test Station". 41 c. The price bid shall include: 42 1) Abandon cathodic test station 43 2) CLSM 44 3) Pavement removal 45 4) Excavation 46 5) Hauling 47 6) Disposal of excess materials 48 7) Furnishing,placement and compaction of backfill 49 8) Clean-up CITY OF FORT WORTH UTILITY CUT REPAIR STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CONTRACT 2018 Revised December 20,2012 City Project No.UC-01 2019 0241 14-4 UTILITY REMOVAIJABANDONMENT Page 4 of 17 1 B. Water Lines and Appurtenances 2 1. Installation of a Water Line Pressure Plug 3 a. Measurement 4 1) Measurement for this Item shall be per each pressure plug to be installed. 5 b. Payment 6 1) The work performed and materials furnished in accordance with this Item 7 and measured as provided under"Measurement"shall be paid for at the 8 unit price bid for each"Pressure Plug" installed for: 9 a) Various sizes 10 c. The price bid shall include: 11 1) Furnishing and installing pressure plug 12 2) Pavement removal 13 3) Excavation 14 4) Hauling 15 5) Disposal of excess material 16 6) Gaskets 17 7) Bolts and Nuts 1.8 8) Furnishing,placement and compaction of embedment 19 9) Furnishing,placement and compaction of backfill 20 1.0) Disinfection 21 11) Testing 22 12) Clean-up 23 2. Abandonment of Water Line by Cut and installation of Abandonment Plug 24 a. Measurement 25 1) Measurement for this Item shall be per each cut and abandonment plug 26 installed. 27 b. Payment 28 1) The work performed and materials furnished in accordance with this Item 29 and measured as provided under"Measurement" shall be paid for at the 30 unit price bid for each"Water Abandonment Plug"installed for: 31 a) Various sizes 32 c. The price bid shall include: 33 1) Furnishing and installing abandonment plug 34 2) Pavement removal 35 3) Excavation 36 4) Hauling 37 5) CLSM 38 6) Disposal of excess material 39 7) Furnishing,placement and compaction of backfill 40 8) Clean-up 41 3. Water Valve Removal 42 a. Measurement 43 1) Measurement for this Item will be per each water valve to be removed. 44 b. Payment 45 1) The work performed and materials furnished in accordance with this Item 46 and measured as provided under"Measurement" shall be paid for at the 47 unit price bid per each"Remove Water Valve"for: 48 a) Various sizes 49 c. The price bid shall include: CrrY OF FORT WORTH UTILITY CUT REPAIR STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CONTRACT 2018 Revised December 20,2012 City Project No.UC01 2018 0241 14-5 UTILITY REMOVAIJABANDONMENT 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 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 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 i 47 1) Measurement for this Item will be per each fire hydrant to be removed. 48 b. Payment 1 CITY OF FORT WORTH UTTILITY CUT REPAIR STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CONTRACT 2018 Revised December 20,2012 City Project No,UC-01 2018 0241 I4-6 UTILITY REMOVAIJABANDONMENT Page 6 of 17 1 1) The work performed and materials furnished in accordance with this Item 2 and measured as provided under"Measurement" shall be paid for at the 3 unit price bid per each"Salvage Fire Hydrant". 4 c. The price bid shall include: 5 1) Removal and salvage of fire hydrant 6 2) Delivery to City 7 3) Pavement removal 8 4) Excavation 9 5) Hauling 10 6) Disposal of excess materials 11 7) Furnishing,placement and compaction of backfill 12 8) Cleanup 13 7. Water Meter Removal and Salvage 14 a. Measurement 15 1) Measurement for this Item will be per each water meter to be removed and 16 salvaged. 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 bid per each"Salvage Water Meter"for: 21 a) Various sizes 22 2) If a"Water Meter Service Relocate" is performed in accordance with 23 Section 33 12 10,removal and salvage or disposal of the existing (2-inch or 24 smaller) water meter shall be subsidiary to the cost of the"Water Meter 25 Service Relocate", no other compensation will be allowed. 26 c. The price bid shall include: 27 1) Removal and salvage of water meter 28 2) Delivery to City 29 3) Pavement removal 30 4) Excavation 31 5) Hauling 32 6) Disposal of excess materials 33 7) Furnishing,placement and compaction of backfill 34 8) Clean-up 35 8. Water Sampling Station Removal and Salvage 36 a. Measurement 37 1) Measurement for this Item will be per each water sampling station to be 38 removed. 39 b. Payment 40 1) The work performed and materials furnished in accordance with this Item 41 and measured as provided under"Measurement" shall be paid for at the 42 unit price bid per each"Salvage Water Sampling Station". 43 c. The price bid shall include: 44 1) Removal and salvage of water sampling station 45 2) Delivery to City 46 3) Pavement removal 47 4) Excavation 48 5) Hauling 49 6) Disposal of excess materials CITY OF FORT WORTH UTILITY CUT REPAIR STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CONTRACT 2018 Revised December 20,2012 City Projecl No.UC-01 2018 f f 0241 14-7 UTILITY RF.MOVAUABANDONMENT Page 7 of 17 1 7) Furnishing,placement and compaction of backfill 2 8) Clean-up 3 9. Concrete Water Vault Removal 4 a. Measurement 5 1) Measurement for this Item will be per each concrete water vault to be 6 removed. 7 b. Payment 8 1) The work performed and materials furnished in accordance with this Item 9 and measured as provided under"Measurement" shall be paid for at the 10 unit price bid per each"Remove Concrete Water Vault". 11 c. The price bid shall include: 12 1) Removal and disposal of concrete water vault 13 2) Removal, salvage and delivery of frame and cover to City,if applicable 14 3) Removal, salvage and delivery of any valves to City, if applicable 15 4) Removal, salvage and delivery of any water meters to City,if applicable 16 5) Pavement removal 17 6) Excavation 18 7) Hauling 19 8) Disposal of excess materials 20 9) Furnishing,placement and compaction of backfill 21 10) Clean-up 22 C. Sanitary Sewer Lines and Appurtenances 23 1. Abandonment of Sanitary Sewer Line by Cut and installation of Abandonment Plug 24 a. Measurement 25 1) Measurement for this Item shall be per each cut and abandonment plug 26 installed. 27 b. Payment 28 1) The work performed and materials furnished in accordance with this Item 29 and measured as provided under"Measurement" shall be paid for at the 30 unit price bid for each"Sewer Abandonment Plug"for: 31 a) Various sizes 32 c. The price bid shall include: 33 1) Furnishing and installing abandonment plug 34 2) Pavement removal 3.5 3) Excavation 36 4) Hauling 37 5) CLSM 38 6) Disposal of excess material 39 7) Furnishing,placement and compaction of backfill 40 8) Clean-up 41 2. Sanitary Sewer Manhole Removal 42 a. Measurement 43 1) Measurement for this Item will be per each sanitary sewer manhole to be 44 removed. 45 b. Payment 46 1) The work performed and materials furnished in accordance with this Item 47 and measured as provided under"Measurement" shall be paid for at the 48 unit price bid per each"Remove Sewer Manhole"for: 49 a) Various diameters CITY OF FORT WORTH UTILITY CUT REPAIR STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CONTRACT 2018 i Revised December 20,2012 City Project No.UC-01 20 t8 024114-8 UTILITY REMOVALIABANDONMENT Page 8 of 17 1 c. The price bid shall include: 2 1) Removal and disposal of manhole 3 2) Removal, salvage and delivery of frame and cover to City,if applicable 4 3) Cutting and plugging of existing sewer lines 5 4) Pavement removal 6 5) Excavation 7 6) Hauling 8 7) Disposal of excess materials 9 8) Furnishing,placement and compaction of backfill 10 9) Clean-up 11 3. Sanitary Sewer Junction Structure Removal 12 a. Measurement 13 1) Measurement for this Item will be per each sanitary sewer junction 14 structure being removed. 15 b. Payment 16 1) The work performed and materials furnished in accordance with this Item 17 and measured as provided under"Measurement" shall be paid for at the 18 lump sum bid per each"Remove Sewer Junction Box"location. 19 c. The price bid shall include: 20 1) Removal and disposal of junction box 21 2) Removal, salvage and delivery of frame and cover to City. 22 3) Pavement removal 23 4) Excavation 24 5) Hauling 25 6) Disposal of excess materials 26 7) Furnishing,placement and compaction of backfill 27 8) Clean-up 28 D. Storm Sewer Lines and Appurtenances 29 1. Abandonment of Storm Sewer Line by Cut and installation of Abandonment Plug 30 a. Measurement 31 1) Measurement for this Item shall be per each cut and abandonment plug to 32 be installed. 33 b. Payment 34 1) The work performed and materials furnished in accordance with this Item 35 and measured as provided under"Measurement" shall be paid for at the 36 unit price bid for each"Storm Abandonment Plug" installed for: 37 a) Various sizes 38 c. The price bid shall include: 39 1) Furnishing and installing abandonment plug 40 2) Pavement removal 41 3) Excavation 42 4) Hauling 43 5) CLSM 44 6) Disposal of excess material 45 7) Furnishing,placement and compaction of backfill 46 8) Clean-up 47 2. Storm Sewer Manhole Removal 48 a. Measurement CITY OF FORT WORTH UTILITY CUT REPAIR STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CONTRACT 2018 Revised December 20,2012 City Project Na.UC-01 2018 i 0241 14-9 UTILITY REMOVAUABANDONMENT Page 9 of 17 1 1) Measurement for this Item will be per each storm sewer manhole to be 2 removed. 3 b. Payment 4 1) The work performed and materials furnished in accordance with this Item 5 and measured as provided under"Measurement" shall be paid for at the 6 unit price bid per each"Remove Manhole Riser"for: 7 a) Various sizes 8 c. The price bird shall include: 9 1) Removal and disposal of manhole 10 2) Removal, salvage and delivery of frame and cover to City, if applicable 11 3) Pavement removal 12 4) Excavation 13 5) Hauling 14 6) Disposal of excess materials 15 7) Furnishing,placement and compaction of backfill 16 8) Clean-up 17 3. Storm Sewer Junction Box Removal 18 a. Measurement 19 1) Measurement for this Item will be per each storm sewer junction structure 20 to be removed. 21 b. Payment 22 1) The work performed and materials furnished in accordance with this Item 23 and measured as provided under"Measurement" shall be paid for at the 24 unit price bid per each"Remove Storm Junction Box"for: 25 a) Various sizes 26 c. The price bid shall include: 27 1) Removal and disposal of junction box 28 2) Removal, salvage and delivery of frame and cover to City,if applicable 29 3) Pavement removal 30 4) Excavation 31. 5) Hauling 32 6) Disposal of excess materials 33 7) Furnishing,placement and compaction of backfill 34 8) Clean-up 35 4. Storm Sewer Junction Structure Removal 36 a. Measurement 37 1) Measurement for this Item will be per each storm sewer junction structure 38 being removed. 39 b. Payment 40 1) The work performed and materials furnished in accordance with this Item 41 and measured as provided under"Measurement" shall be paid for at the 42 lump sum bid per each"Remove Storm Junction Structure" location. 43 c_ The price bid shall include: 44 1) Removal and disposal of junction structure 45 2) Removal,salvage and delivery of frame and cover to City, if applicable 46 3) Pavement removal 47 4) Excavation ' 48 5) Hauling 49 6) Disposal of excess materials CITY OF FORT WORTH UTILITY CUT REPAIR STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CONTRACT 2018 Revised December 20,2012 City Project No.UC-01 2018 r 0241 14-10 UTILITY REMOVAUABANDONMENr Page 10 of 17 1 7) Furnishing,placement and compaction of backfill 2 8) Clean-up 3 5. Storm Sewer Inlet Removal 4 a. Measurement 5 1) Measurement for this Item will be per each storm sewer inlet to be 6 removed. 7 b. Payment 8 1) The work performed and materials furnished in accordance with this Item 9 and measured as provided under"Measurement" shall be paid for at the 10 unit price bid per each"Remove Storm Inlet"for: 11 a) Various types 12 b) Various sizes 13 c. The price bid shall include: 14 1) Removal and disposal of inlet 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 6. Storm Sewer Junction Box Removal 22 a. Measurement 23 1) Measurement for this Item shall be per linear foot of existing storm sewer 24 box to be removed. 25 b. Payment 26 1) The work performed and materials furnished in accordance with this Item 27 and measured as provided under"Measurement" shall be paid for at the 28 unit price bid per linear foot of"Remove Storm Junction Box" for all sizes. 29 c. The price bid shall include: 30 1) Removal and disposal of Storm Sewer Box 31 2) Pavement removal 32 3) Excavation 33 4) Hauling 34 5) Disposal of excess materials 35 6) Furnishing,placement and compaction of backfill 36 7) Clean-up 37 7. Headwall/SET Removal 38 a. Measurement 39 1) Measurement for this Item will be per each headwall or safety end 40 treatment (SET)to be removed. 41 b. Payment 42 1) The work performed and materials furnished in accordance with this Item 43 and measured as provided under"Measurement" shall be paid for at the 44 unit price bid per each"Remove Headwall/SET". 45 e. The price bid shall include: 46 1) Removal and disposal of Headwall/SET 47 2) Pavement removal 48 3) Excavation 49 4) Hauling CITY OF FORT WORTH UTMITY CUT REPAIR STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CONTRACT 2018 Revised December 20,2012 City Project No.UC-01 2018 02.41 14- 11 UTILITY REMOVALIABANDONMENT 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 l) 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. I CITY OF FORT WORTH UTILITY CUT REPAIR STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CONTRACT 2018 Revised December 20,2012 City Project No.UC-01 2018 0241 14- 12 UTILITY REMOVAI/ABANDONMENT Page 12 of 17 1 1.11 FIELD [SITE] CONDITIONS [NOT USED] 2 1.12 WARRANTY [NOT USED] 3 PART 2- PRODUCTS 4 2.1 OWNER-FURNISHED fox] OWNER-SUPPLIED PRODUCTS [NOT USED] 5 2.2 MATERIALS 6 2.3 ACCESSORIES [NOT USED] 7 2.4 SOURCE QUALITY CONTROL[NOT USED] 8 PART 3- EXECUTION 9 3.1 INSTALLERS [NOT USED] 10 3.2 EXAMINATION [NOT USED] 11 3.3 PREPARATION [NOT USED] 12 3.4 REMOVAL,SALVAGE,AND ABANDONMENT 13 A. General 14 1. Manhole Abandonment 15 a. All manholes that are to be taken out of service are to be removed unless 16 specifically requested and/or approved by City. 17 b. Excavate and backfill in accordance with Section 33 05 10. 18 c. Remove and salvage manhole frame and cover as coordinated with City. 19 d. Deliver salvaged material to the City. 20 e. Cut and plug sewer lines to be abandoned. 21 f. Backfill manhole void in accordance with City Standard Details. 22 B. Water Lines and Appurtenances 23 1. Water Line Pressure Plugs 24 a. Ductile Iron Water Lines 25 1) Excavate,embed, and backfill in accordance with Section 33 05 10. 26 2) Plug with an MJ Plug with mechanical restraint and blocking in accordance 27 with Section 33 11 11. 28 3) Perform Cut and Plug in accordance with Section 33 12 25. 29 b. PVC C900 and C905 Water Lines 30 1) Excavate,embed, and backfill in accordance with Section 33 05 10. 31 2) Plug with an MJ Plug with mechanical restraint and blocking in accordance 32 with Section 33 11 11. 33 3) Perform Cut and Plug in accordance with Section 33 12 25. 34 c. Concrete Pressure Pipe,Bar Wrapped, Steel Cylinder Type Water Lines 35 1) Excavate,embed, and backfill in accordance with Section 33 05 10 36 2) Plug using: 37 a) A fabricated plug restrained by welding or by a Snap Ring in 38 accordance with Section 33 11 13;or CITY OF FORT WORTH UTILITY CUT REPAIR STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CONTRACT 2018 Revised December 20,2012 City Project No. 120 2018 0241 14-13 UTILITY REMOVAIJABANDONMENT Page 13 of 17 1 b) A blind flange in accordance with Section 33 11 13 2 3) Perform Cut and Plug in accordance with Section 33 12 25. 3 d. Buried Steel Water Lines 4 1) Excavate,embed, and backfill in accordance with Section 33 05 10. 5 2) Plug using: 6 a) A fabricated plug restrained by welding in accordance with Section 33 7 11 14; or 8 b) A blind flange in accordance with Section 33 11 14 9 3) Perform Cut and Plug in accordance with Section 33 12 25. 1.0 2. Water Line Abandonment Plug I 1 a. Excavate and backfill in accordance with Section 33 05 10. 12 b. Plug with CLSM in accordance with Section 03 34 13. 13 3. Water Line Abandonment by Grouting 14 a. Excavate and backfill in accordance with Section 33 05 10. 15 b. Dewater from existing line to be grouted. 16 c. Fill line with Low Density Cellular Grout in accordance with Section 33 05 24 17 or CLSM in accordance with 03 34 13. 18 d. Dispose of any excess material. 19 4. Water Line Removal 20 a. Excavate and backfill in accordance with Section 33 05 10. 21 b. Cut existing line from the utility system prior to removal. 22 c. Cut any services prior to removal. 23 d. Remove existing pipe line and properly dispose as approved by City. 24 5. Water Valve Removal 25 a. Excavate and backfill in accordance with Section 33 05 10. 26 b. Remove and dispose of valve bonnet, wedge and stem. 27 c. Fill valve body with CLSM in accordance with Section 03 34 13. 28 6. Water Valve Removal and Salvage 29 a. Excavate and backfill in accordance with Section 33 05 10. 30 b. Remove valve bonnet,wedge and stem. 31 c. Deliver salvaged material to the Water Department Field Operation Storage 32 Yard. 33 d. Protect salvaged materials from damage. 34 e. Fill valve body with CLSM in accordance with Section 03 34 13. 35 7. Water Valve Abandonment 36 a. Excavate and backfill in accordance with Section 33 05 10- 37 b. Remove the top 2 feet of the valve stack and any valve extensions. 38 c. Fill the remaining valve stack with CLSM in accordance with Section 03 34 13. 39 8. Fire Hydrant Removal and Salvage 40 a. Excavate and backfill in accordance with Section 33 05 10. 41 b. Remove Fire Hydrant. 42 c. Place abandonment plug on fire hydrant lead line. 43 d. Deliver salvaged fire hydrant to the Water Department Field Operation Storage 44 Yard. 45 e. Protect salvaged materials from damage. 46 9. Water Meter Removal and Salvage 47 a. Remove and salvage water meter. 48 b. Return salvaged meter to Project Representative. CITY OF FORT WORTH UTILITY CUT REPAIR STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CONTRACT 2018 Revised December 20,2012 City Pmject No.UC-01 2018 0241 14- 14 UTILITY REMOVALIABANDONMENT 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 2018 Revised December 20,2012 City Project No.UC-01 2018 0241 14-15 UTILITY REMOVAIJABANDONMENT Page 15 of 17 1 f. Cut and plug sewer lines to be abandoned. 2 5. Sanitary Sewer Junction Structure Removal 3 a. Excavate and backfill in accordance with Section 33 05 10. 4 b. Remove and salvage manhole frame and cover. 5 c. Deliver salvaged material to the Water Department Field Operation Storage. 6 d. Demolish and remove entire concrete manhole. 7 e. Cut and plug sewer lines to be abandoned. 8 D. Storm Sewer Lines and Appurtenances 9 1. Storm Sewer Abandonment Plug 10 a. Excavate and backfill in accordance with Section 33 05 10. 11 b. Dewater Iine. 12 c. Plug with CLSM in accordance with Section 03 34 13. 13 2. Storm Sewer Lille Abandonment by Grouting 14 a. Excavate and backfill in accordance with Section 33 05 10. 15 b. Dewater the existing line to be grouted. 16 c. Fill line with Low Density Cellular Grout in accordance with Section 33 05 24 17 or CLSM in accordance with 03 34 13. 18 d. Dispose of any excess material. 19 3. Storm Sewer Line Removal 20 a. Excavate and backfill in accordance with Section 33 05 10. 21 b. Remove existing pipe Iine and properly dispose as approved by City. 22 4. Storm Sewer Manhole Removal 23 a. All storm sewer manholes that are to be taken out of service are to be removed 24 unless specifically requested and/or approved by City. 25 b. Excavate and backfill in accordance with Section 33 05 10. 26 c. Demolish and remove entire concrete manhole. 27 d. Cut and plug storm sewer lines to be abandoned. 28 5. Storm Sewer Junction Box and/or Junction Structure Removal 29 a. Excavate and backfill in accordance with Section 33 05 10. 30 b. Demolish and remove entire concrete structure. 31 c. Cut and plug storm sewer lines to be abandoned. 32 6. Storm Sewer Inlet Removal 33 a. Excavate and backfill in accordance with Section 33 05 10. 34 b. Demolish and remove entire concrete inlet. 35 c. Cut and plug storm sewer lines to be abandoned. 36 7. Storm Sewer Box Removal 37 a. Excavate and backfill in accordance with Section 33 05 10. 38 b. Cut existing line from the utility system prior to removal. 39 c_ Cut any services prior to removal. 40 d. Remove existing pipe line and properly dispose as approved by City. 41. 8. Headwall/SET Removal 42 a. Excavate and backfill in accordance with Section 33 05 10. 43 b. Demolish and remove entire concrete inlet. 44 c. Cut and plug storm sewer lines to be abandoned. 45 9. Storm Sewer Trench Drain Removal 46 a. Excavate and backfill in accordance with Section 33 05 10. 47 b. Remove existing pipe line and dispose as approved by City. CITY OF FORT WOR'T'H UTILITY CUT REPAIR STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CONTRACT 2018 Revised December 20,2012 City Project No.UC-01 2018 F 0241 14-16 UTILITY REMOVAIJABANDONMENT Page 16 of 17 1 3.5 REPAIR/RESTORATION [NOT USED] 2 3.6 RE-INSTALLATION [NOT USED] 3 3.7 FIELD [OR] SITE QUALITY CONTROL 4 3.8 SYSTEM STARTUP [NOT USED] 5 3.9 ADJUSTING [NOT USED] 6 3.10 CLEANING[NOT USED] 7 3.11 CLOSEOUT ACTIVITIES [NOT USED] 8 3.12 PROTECTION [NOT USED] 9 3.13 MAINTENANCE [NOT USE, 10 3.14 ATTACHMENTS [NOT USED] 77 CITY OF PORT WORTH UTILITY CUT REPAIR S`rANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CONTRACT 2018 Revised December 20,2012 City Project No.UC-01 2018 l 0241 14-17 UTILITY REMOVAUABANDONMENT Page 17 of 17 i 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 2 CITY OF FORT WORTH UTILITY CUT REPAIR STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CONTRACT 2018 Revised December 20,2012 City Project No.UC-01 2018 033416-1 CONCRETE BASE MATERIAL FOR TRENCH REPAIR Page I of 4 1 SECTION 03 3416 2 CONCRETE BASE MATERIAL FOR TRENCH REPAIR 3 PART1 - GENERAL 4 1.1 SUMMARY 5 A. Section includes: 6 1. Concrete base material for trench repair 7 B. Deviations from this City of Fort Worth Standard Specification 8 1. STANDARD BASE REPAIR FOR UNIT 1- 9 Regardless of the existing pavement type,base repair for Unit I shall be either 10 min.8"concrete base material or mien.5"reinforced concrete base as directed 11 by engineer.Any deviation from standard repair shall be approved by the 12 Water Department. 13 2. CONCRETE BASE REPAIR FOR UNIT II & UNIT III- 14 When concrete base is required for repairs>200 square feet in area,the base 15 repair shall be either Hain.8"concrete base material or min 5"reinforced 16 concrete base as directed by the engineer.Any deviation from standard repair 17 shall be approved by the Water Department. 18 3. PAYMENT 1.2-A-2. - 19 8-inch Concrete Base Material and 5-inch Reinforced Concrete Base shall be 20 paid for in Units I,II &III at the bid price per square yard. 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 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 I 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 UTILITY CUT REPAIR STANDARD CONSTRUCTION SPECIFICA`T'ION DOCUMENTS CONTRACT 2018 Revised December 20,2012 Cily Project No.UC-01 2018 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. C143, 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 01 33 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 PART 2- PRODUCTS 31 2.1 OWNER-FURNISHED OR OWNER-SUPPLIED PRODUCTS [NOT USED] 32 2.2 PRODUCT TYPES AND MATERIALS 33 A. Mix Design 34 1. Performance requirements 35 a. Concrete Base Material for Trench Repair 36 1) 28-day compressive strength of not less than 750 psi and not more than 37 1,200 psi. 38 CITY OF FORT WORTH UTILITY CUT REPAIR STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CONTRACT 2018 Revised December 20,2012 City Project No,UC-01 2018 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 318 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. Cr1'Y OF FORT WORTH UTILITY CUT REPAIR STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CONTRACT'2018 Revised December 20,2012 City Project No.UC-01 2018 1 033416-4 CONCRETE BASF.MATERIAL FOR TRENCH REPAIR Page 4 of 4 1 B. Concrete Tests: Perform testing of composite samples of fresh concrete obtained 2 according to ASTM C 172 according to the following requirements: 3 1. Testing Frequency: Obtain 1 composite sample for each day's pour of each 4 concrete mixture up to 25 cubic yards,plus 1 set for each additional 50 cubic yards 5 or fraction thereof. 6 2. Slump: ASTM C143; 1 test at point of placement for each composite sample, but 7 not less than 1 test for each day's pour of each concrete mixture. Perform additional 8 tests when concrete consistency appears to change. 9 3. Air Content: ASTM C231,pressure method,for normal-weight concrete; 1 test for 10 each composite sample,but not less than 1 test for each day's pour of each concrete 11 mixture. 12 4. Concrete Temperature: ASTM C1064; 1 test hourly when air temperature is 40 13 degrees Fahrenheit and below and when 80 degrees Fahrenheit and above, and 1 14 test for each composite sample. 15 5. Compression Test Specimens: ASTM C31. 16 a. Cast and laboratory cure 4 cylinders for each composite sample. 17 1) Do not transport field cast cylinders until they have cured for a minimum of 18 24 hours. 19 6. Compressive-Strength Tests: ASTM C39 20 a. Test 1 cylinder at 7 days. 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 [NOT USED] 27 3.14 ATTACHMENTS [NOT USED] 28 END OF SECTION 29 Revision Log DATE NAME SUMMARY OF CHANGE 30 CITY OF FORT WORTH U"ru iTY CUT REPAIR STANDARD CONSTRUCTION SPECIFICATION DOCUMEN'T'S CONTRACT 2018 Revised December 20,2012 City Project No.UC-01 2018 038000-1 MODIFICATIONS TO EXISTING CONCRETE Page 1 of 7 1 SECTION 03 SO 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'x.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 4910),"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 1 —General Requirements CITY OF FORT WORTH UTILITY CUT REPAIR STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CONTRACT 2018 Revised December 20,2012 City Project No.UC-01 2018 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 I 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 SUBMITTALSANFORMATIONAL 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 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CONTRACT 2018 Revised December 20,2012 City Project No.UC-01 2018 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 Banding Agent CITY OF FORT WOR'T'H UTILITY CUT REPAIR STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CONTRACT 2018 Revised December 20,2012 City Project No.UC 01 2018 r 038000-4 MODIFICATIONS TO EXISTING CONCR TL. Page 4 of 7 1 1. A 2-component, solvent-free, asbestos-free, moisture-insensitive epoxy resin 2 material usedto bond plastic concrete to hardened concrete complying with the 3 requirements of ASTM C881,Type V,and the additional requirements specified 4 herein. 5 2. Properties of the cured material 6 a. Compressive Strength(ASTM D695) 7 1) 8,500 psi minimum at 28 days 8 b. Tensile Strength(ASTM D638) 9 1.) 4,000 psi minimum at 14 days 10 c. Flexural Strength(ASTM D790 -Modulus of Rupture) 11 1) 6,300 psi minimum at 14 days 12 d. Shear Strength(ASTM D732) 13 1) 5,000 psi minimum at 14 days 14 e. Water Absorption (ASTM D570 -2 hour boil) 15 1) 1 percent maximum at 14 days 16 f. Bond Strength(ASTM C882)Hardened to Plastic 17 1) 1,500 psi minimum at 14 days moist cure 18 g. Color 19 1) Gray 20 h. Available Manufacturers: 21 1) Sika Corporation,Lyndhurst,New Jersey -Sikadur 32,Hi-Mod 22 2) BASF,Cleveland, Ohio-Concresive 1438 23 E. Epoxy Paste 24 1. A 2-component, solvent-free,asbestos free,moisture insensitive epoxy resin 25 material used to bond dissimilar materials to concrete such as setting railing posts, 26 dowels, anchor bolts, and all-threads into hardened concrete and complying with 27 the requirements of ASTM C881, Type I,Grade 3,and the additional requirements 28 specified herein. 29 2. Properties of the cured material 30 a. Compressive Properties (ASTM D695): 10,000 psi minimum at 28 days 31 b. Tensile Strength(ASTM D638): 3,000 psi minimum at 14 days. Elongation at 32 Break-0.3 percent minimum 33 c. Flexural Strength (ASTM D790-Modulus of Rupture): 3,700 psi minimum at 34 14 days 35 d. Shear Strength (ASTM D732): 2,800 psi minimum at 14 days 36 e. Water Absorption (ASTM D570): 1.0 percent maximum at 7 days 37 f. Bond Strength(ASTM C882): 2,000 psi at 14 days moist cure 38 g. Color: Concrete grey 39 h. Available Manufacturers 40 1) Overhead Applications 41 a) Sika Corporation,Lyndhurst,New Jersey -Sikadur 32,Hi-Mod LV 42 b) BASF-Concresive 1438 43 2) All Other Applications 44 a) Sika Corporation,Lyndhurst,New Jersey -Sikadur Hi-mod LV 31 45 b) BASF-Concresive 1401 46 F. Repair Mortars CITY OF FORT WORTH UTILITY CUT REPAIR STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CONTRACT 2018 Revised December 20,2012 City Project No.UC-01 2018 G 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] 1.5 2.4 SOURCE QUALITY CONTROL [NOT USED] 16 PART 3- EXECUTION 1.7 3.1 INSTALLERS [NOT USED] 18 3.2 EXAMINATION [NOT USED] 19 3.3 PREPARATION 20 A. General 21 1. Cut,repair,reuse,demolish, excavate or otherwise modify parts of the existing 22 structures or appurtenances, as indicated on the Drawings, specified herein,or 23 necessary to permit completion of the Work. Finishes,joints,reinforcements, 24 sealants, etc.,are specified in respective Sections. Comply with other requirements 25 of this of Section and as shown on the Drawings. 26 2. Store, mix, and apply all commercial products specified in this Section in strict 27 compliance with the manufacturer's recommendations. 28 3. Make repairs in all cases where concrete is repaired in the vicinity of an expansion 29 joint or control joint to preserve the isolation between components on either side of 30 the joint. 31 4. When drilling holes for dowels/bolts at new or existing concrete, stop drilling if 32 rebar is encountered and relocate the hole to avoid rebar as approved by the 33 Engineer. Do not cut rebar without prior approval by the Engineer. 34 B. Concrete Removal 35 1. Remove concrete designated to be removed to specific limits as shown on the 36 Drawings or directed by the Engineer, by chipping,jack-hammering,or saw-cutting 37 as appropriate in areas where concrete is to be taken out. Do not jackhammer 38 sanitary sewer manhole penetrations. Remove concrete in such a manner that 39 surrounding concrete or existing reinforcing to be left in place and existing in place 40 equipment is not damaged. CITY OF FORT WORTH UTILITY CUT REPAIR STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CONTRACT 2018 Revised December 20,2012 City Project No.UC-01 2018 038000-6 MODIFICATIONS TO EXISTING CONCRETE Page 6 o17 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,rusi,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 CITY OF FORT WORTH UTILITY CUT REPAIR STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CONTRACT 2018 Revised December 20,2012 City Project No.UC-01 2018 038000-7 MODIFICATIONS TO EXISTING CONCRETE Page 7 of 7 1 1 1) Drill a hole 114 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 dowelsibolts 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. 9 d. Method D 10 1) Combination of Method B and C. 11 3.4 INSTALLATION [NOT USED] 12 3.5 REPAIR [NOT USED] 13 3.6 RE-INSTALLATION [NOT USED] 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 i CITY OF FORT WORTH UTILITY CUT REPAIR STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CONTRACT 2018 i Revised December 20,2012 City Project No.UC-01 2018 i 321129-1 LIME"TREATED BASE COURSES Page I of 10 1 SECTION 321129 2 LIME 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 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 Iime 14 stabilized Subgrade or base in conformance with specifications "Lime Treated 15 Base Courses"(321129).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 I -General Requirements 26 3, Section 3123 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 slung 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 i 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 2018 Revised December 20,2012 City Project No.UC-01 2018 32 11 29-2 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 Lithe 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 l) 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 l) 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 I.) Preparing the roadbed 38 2) Loosening, pulverizing application of time,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 time 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 PORT WORTH UTILITY CUT REPAIR STANDARD CONSTIZUCTION SPECIFICATION DOCUMENTS CONTRACT 2018 Revised December 20,2012 City Project No.UC-01 2018 321129-3 LIME TREATED BASE.COURSES Page 3 of 10 1 a. Grade D5—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 SUBMITTALSANFORMATIONAL 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 21 OWNER-FURNISHED PRODUCTS [NOT USED] 37 2.2 MATERIALS 38 A. General CITY OF FORT WORTH UTILITY CUT REPAIR STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CONTRACT 2018 Revised December 20,2012 City Project No. 120 2018 321129-4 LIME TREATED BASE COURSES Page 4 of 10 1 1. Furnish uncontaminated materials of uniform quality that meet the requirements of 2 the Drawings and specifications. 3 2. Notify the City of the proposed material sources and of changes to material sources. 4 3. Obtain verification from the City that the specification requirements are met before 5 using the sources. 6 4. The City may sample and test project materials at any time before compaction. 7 B. Lime 8 1. Hydrated Lime 9 a. pumpable suspension of solids in water 10 b. solids portion of the mixture when considered as a basis of"solids content," 11 shall consist of principally hydrated lime of a quality and fineness sufficient to 12 meet the chemical and physical requirements. 13 2. Dry Lime: Do not use unless approved by City. 14 3. Quicklime 15 a. Use quicklime only when specified by the City. 16 b. dry material consisting of essentially calcium oxide. 17 c. Furnished in either of two grades: 18 1) Grade DS 19 2) Grade S 20 4. Furnish lime that meets the following requirements 21 a. Chemical Requirements 22 Table 2 23 Lime Chemical Requirements -Hydrated _Commercial Lime -Quicklime -Lime -Slum _Total"active"lime _90.0 Min _87.0 Min content,percent by weight _Unhydrated lime _5.0 Max .87.0 Min content,percent by weight CaO "Free Water" _5.0 Max content,percent by weight water 24 b. Physical Requirements 25 Table 3 26 Lime Physical Re uirements _Hydrated .Commercial Quicklime Lime Lime -Slurry .Wet Sieve Requirement,As percentage by Weight Residue. Retained on No. 6 sieve -0.2 Max _0.2 Max -8.0 Maxi Retained on No. 30 sieve A.0 Max _4.0 Max Dry Sieve Requirement,As percentage by Weight Residue: CrrY OF FORT WORTH UTILITY CUT REPAIR STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CONTRACT 2018 Revised December 20,2012 City Project No.UC-01 2018 i 321129-5 LIME TREATED BASE COURSES Page 5 of 10 I Retained on a 1-in sieve -0.0 _Retained on a 314—in sieve _10.0 Max Retained on a No. 100 _Grade Ds—80 sieve Min .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 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. I 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. CITY OF FORT WORTH UTILITY CUT REPAIR STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CONTRACT 2018 Revised December 20,2012 City Project No.UC-01 2018 r 3211.29-6 LIME TREATED RASE COURSES Page 6 of 10 1 2. Rollers 2 a. The Contractor may use any type of roller to meet the production rates and 3 quality requirements of the Contract unless otherwise shown on the Drawings 4 or directed. 5 b. When specific types of equipment are required,use equipment that meets the 6 specified requirements. 7 c. Alternate Equipment 8 1) Instead of the specified equipment, the Contractor may, as approved, 9 operate other compaction equipment that produces equivalent results. 10 2) Discontinue the use of the alternate equipment and furnish the specified I1 equipment if the desired results are not achieved. 12 d. City may require Contractor to substitute equipment if production rate and 13 quality requirements of the Contract are not met. 14 3. Storage Facility 15 a. Store quicklime and dry hydrated lime in closed, weatherproof containers. 16 4. Slurry Equipment 17 a. Use slurry tanks equipped with agitation devices to slurry hydrated lime or 18 quicklime on the project or other approved location. 19 b. The City may approve other slurrying methods. 20 c. Provide a pump for agitating the slurry when the distributor truck is not 21 equipped with an agitator. 22 5. Pulverization Equipment 23 a. Provide pulverization equipment that: 24 1) Cuts and pulverizes material uniformly to the proper depth with cutters that 25 plane to a uniform surface over the entire width of the cut 26 2) Provides a visible indication of the depth of cut at all times,and uniformly 27 mixes the materials 28 C. Pulverization 29 1. Pulverize or scarify existing material after shaping so that 100 percent passes a 2 30 112 inch sieve. 31 2. If the material cannot be uniformly processed to the required depth in a single pass, 32 excavate and windrow the material to expose a secondary grade to achieve 33 processing to depth as shown in the Drawings. 34 D. Application of Lime 35 1. Uniformly apply lime as shown on the Drawings or as directed. 36 2. Add Iime at the percentage specified in Drawings. 37 3. Apply lime only on an area where mixing can be completed during the same 38 working day. 39 4. Minimize dust and scattering of lime by wind. Do not apply lime when wind 40 conditions,in the opinion of the City,cause blowing lime to become dangerous to 41 traffic or objectionable to adjacent property owners. 42 5. Slurry Placement " 43 a. Hydrated Lime 44 1) Mix Lime with water and apply slurry 45 2) Apply Type B,commercial lime slurry, with a lime percentage not less 46 applicable for grade used 47 3) Distribute lime at the rate shown on the Drawings CITY OF FORT WORTH UTILITY CU`r REPAIR STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CONTRACT 2018 Revised December 20,2012 City Project No,UC-01 2018 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. i 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 1-314 in. 100 314 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 UTILITY CUT REPAIR STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CONTRACT 2018 Revised December 20,2012 City Project No.UC-01 2018 a i 321129-8 LIME TREATED BASE COURSES Page 8 of 10 1 b. On superelevated curves,begin rolling at the low side and progress toward the 2 high side. 3 c. Offset alternate trips of the roller. 4 d. Operate rollers at a speed between 2 and 6 MPH or as directed. 5 e. Rework,recompact, and refinish material that fails to meet or that loses 6 required moisture, density, stability,or finish before the next course is placed or 7 the project is accepted. 8 1) Continue work until specification requirements are met. 9 2) Rework in accordance with Maintenance item of this Section. 10 f. Proof roll the lime treated base course in accordance with the following: 11 1) Proof Rolling 12 a) City Project Representative must be on-site during proof rolling 13 operations. 14 b) Use equipment that will apply sufficient load to identify soft spots that 15 rut or pump. 16 (1) Acceptable equipment includes fully loaded single-axle water truck 17 with a 1500 gallon capacity. 18 c) Make at least 2 passes with the proof roller(down and back= 1 pass). 19 d) Offset each trip by at most 1 tire width. 20 e) If an unstable or non-uniform area is found,correct the area. 21 2) Correct 22 a) Soft spots that rut or pump greater than 3/4 inch. 23 b) Areas that are unstable or non-uniform. 24 3. Density Control 25 a. Compact until the entire depth of the mixture has achieved a uniform density of 26 not less than 95 percent of the maximum density as determined by ASTM 27 D698. 28 b. Moisture content: minus 2 to plus 4 optimum. 29 G. Maintenance 30 1. Maintain the completed soil lime base in good condition, satisfactory to the City as 31 to grade,crown and cross section until the overlaying or next course is constructed. 32 2. Keep surface of the compacted course moist until covered by other base or 33 pavement. 34 3. Reworking a Section 35 a. When a section is reworked within 72 hours after completion of compaction, 36 rework the section to provide the required density. 37 b. When a section is reworked more than 72 hours after completion of 38 compaction,add additional lime at 25 percent of the percentage specified. 39 c. Reworking includes loosening, adding material or removing unacceptable 40 material if necessary,mixing as directed, compacting, and finishing. 41 H. Finishing 42 1. After completing compaction of the final course,clip, skin, or tight-blade the 43 surface of the lime-treated material with a maintainer or subgrade trimmer to a 44 depth of approximately 114 inch. 45 2. Remove loosened material and dispose of at an approved location. 46 3. Roll the clipped surface immediately with a pneumatic tire roller until a smooth 47 surface is attained. CITY OF FORT WORTH UTILITY CUT REPAIR STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CONTRACT 2018 Revised December 20,2012 City Project No.UC-012019 321129-9 LIME TREATED BASE COURSES Page 9 of 10 r 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 Re uirements Before Placing Subsequent Courses' Untreated Material Curing(Days) PI<35 2 PI>35 5 1.Subject to the approval of the City.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 jNOT 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 D6938. 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. I CITY OF FORT WORTH UTILITY CUT REPAIR STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CONTRACT 2018 Revised December 20,2012 City Project No.UC-01 2018 32 11 29-10 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 T 9 CITY OF FORT WORTH UTILITY CUT REPAIR STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CONTRACT 2018 Revised December 20,2012 City Project No.UC-01 2018 f 32 11 33-1 CEMENT TREATED BASE COURSES Page 1 of 7 1 SECTION 321133 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, 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 City of Fort Worth Standards C 12 L CEMENT STABILIZED SUBGRADE- 13 At the direction of the engineer,the contractor shall subsidize the subgrade or 14 base material with Portland Cement in conformance with specification 15 "Cement Treated Base Courses"(321133). Unless directed otherwise by the 16 engineer, Cement shall be applied at a minimum rate of five pounds (5#) per 17 square yard per inch of depth. 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 -GeneraI Requirements 21 3. Section 32 1123 -Flexible Base Courses 22 1.2 PRICE AND PAYMENT PROCEDURES 23 A. Measurement and Payment 24 1. Cement 25 a. Measurement 26 1) Measurement for this Item shall be by the ton (dry weight). 27 b. Payment 28 1) The work performed and materials furnished in accordance with this Item 29 and measured as provided under"Measurement"will be paid for at the unit 30 price bid per ton(dry weight) of Cement. 31 c. The price bid shall include: 32 1) Furnishing Cement material 33 2) All freight involved 34 3) All unloading, storing and handling 35 2. Cement Treatment 36 a. Measurement 37 1) Measurement for this Item shall be by the square yard of surface area. 1 38 2) The dimensions for determining the surface area are established by the 39 widths shown on the Drawings and the lengths measured at placement. 40 b. Payment CITY OF FORT WORTH UTILITY CUT REPAIR STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CONTRACT'2018 Revised December 20,2012 City Project No.UC 012018 I 321133-2 CEMENT TREATED BASE COURSES Page 2 of 7 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 square yard of Cement Treatment placed for: 4 a) Various depths 5 c. The price bid shall include: 6 1) Pulverizing or providing the soil material 7 2) Handling,hauling and spreading dry or slurry cement 8 3) Mixing the cement with the soil either in-place or in a mixing plant 9 4) Furnishing, hauling and mixing water with the soil-cement mixture 10 5) Spreading and shaping the mixture;compacting the mixture, including all 1 1 rolling required for compaction 12 6) Surface finishing 13 7) Water and sprinkling 14 8) Curing 15 1.3 REFERENCES 16 A. Reference Standards 17 1. Reference standards cited in this specification refer to the current reference standard 18 published at the time of the latest revision date logged at the end of this 19 specification,unless a date is specifically cited. 20 2. ASTM International (ASTM): 21 a. C150, Standard Specification for Portland Cement 22 b. D698,Standard Test Methods for Laboratory Compaction Characteristics of 23 Soil Using Standard Effort(12 400 ft-lbf/ft3 (600 kN-m/m3)) 24 3. Texas Department of Transportation (TxDOT) 25 a. Tex-101-E,Preparing soil and flexible base materials for testing 26 b. Tex-140-E,Measuring thickness of paving layers 27 1.4 ADMINISTRATIVE REQUIREMENTS [NOT USED] 28 1.5 ACTION SUBMITTALS [NOT USED] 29 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED] 30 1.7 CLOSEOUT SUBMITTALS [NOT USED] 31 1.8 MAINTENANCE MATERIAL SUBMITTLAS [NOT USED] 32 1.9 QUALITY ASSURANCE [NOT USED] 33 1.10 DELIVERY,STORAGE,AND HANDLING 34 A. Truck Delivered Cement 35 1. Each truck ticket shall bear the weight of cement measured on certified scales. 36 2. Submit delivery tickets,certified by supplier, that include weight with each bulk 37 delivery of cement to the site. 38 1.11 FIELD [SITE] CONDITIONS 39 A. Start cement application only when the air temperature is at least 35 degrees F and 40 rising or is at least 40 degrees F. 41 B. Measure temperature in the shade away from artificial heat. 42 C. Suspend application when the City determines that weather conditions are unsuitable. CITY OF FORT WORTH UTILrrY CUT REPAIR S"rANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CONTRACT 2018 Revised December 20,2012 City Project No.UC-01 2018 321133-3 CEMENT TREATED BASE COURSES Page 3 of 7 E 1 1.12 WARRANTY [NOT USED] 2 PART 2- PRODUCTS 3 2.1 OWNER-FURNISHED PRODUCTS [NOT USED] 4 2.2 MATERIALS 5 A. General 6 1. Furnish uncontaminated materials of uniform quality that meet the requirements of 7 the Drawings and specifications. 8 2. Notify the City of the proposed material sources and of changes to material sources. 9 3. Obtain verification from the City that the specification requirements are met before 10 using the sources. 11 4. The City may sample and test project materials at any time before compaction. 12 B. Cement: ASTM C150 Type I,11 or IP. 13 C. Flexible Base Courses: Furnish base material that meets the requirements of Section 32 14 1123 for the type and grade shown on the Drawings, before the addition of cement. 15 D. Water: Furnish water free of industrial wastes and other objectionable material. 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 22 A. Shape existing material in accordance with applicable bid items to conform to typical 23 sections shown on the Drawings and as directed. 24 3.4 INSTALLATION 25 A. General 26 1. Produce a completed course of treated material containing: 27 a. Uniform Portland cement mixture, free from loose or segregated areas 28 b. Uniform density and moisture content 29 c. Well bound for full depth 30 d. With smooth surface and suitable for placing subsequent courses 31 2. Maximum layer depth of cement treatment in single layer: 8 inches. 32 3. For treated subgrade exceeding 8 inches deep,pulverize, apply cement,mix, 33 compact and finish in equal layers not exceeding 5 inches deep. 34 B. Equipment 35 1. Provide machinery,tools,and equipment necessary for proper execution of the 36 work. 37 2. Rollers CITY OF FORT WORTH UTILITY CUT REPAIR STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CONTRACT 2018 i Revised December 20,2012 City Project No.UC 01 2018 f 32 (133-4 CEMENT TREATED BASE COURSES Page 4of7 1 a. The Contractor may use any type of roller to meet the production rates and 2 quality requirements of the Contract unless otherwise shown on the Drawings 3 or directed. 4 b. When specific types of equipment are required,use equipment that meets the 5 specified requirements. 6 c. Alternate Equipment 7 1) Instead of the specified equipment, the Contractor may, as approved, 8 operate other compaction equipment that produces equivalent results. 9 2) Discontinue the use of the alternate equipment and furnish the specified 10 equipment if the desired results are not achieved. 11 d. City may require Contractor to substitute equipment if production rate and 12 quality requirements of the Contract are not met. 13 3. Slurry Equipment 14 a. Use slurry tanks equipped with agitation devices for cement application. 15 b. The City may approve other slurrying methods. 16 c. Provide a pump for agitating the slurry when the distributor truck is not 17 equipped with an agitator. 18 4. Pulverization Equipment 19 a. Provide pulverization equipment that: 20 1) Cuts and pulverizes material uniformly to the proper depth with cutters that 21 plane to a uniform surface over the entire width of the cut 22 2) Provides a visible indication of the depth of cut at all times 23 3) Uniformly mixes the materials 24 C. Pulverization 25 1. Pulverize or scarify existing material after shaping so that 100 percent by dry 26 weight passes a 1 inch sieve, and 80 percent by dry weight passes a No. 4 sieve 27 exclusive of gravel or stone retained in sieves. 28 2. Pulverize recycled asphalt pavement so that 100 percent by dry weight passes a 2 29 inch sieve,and 60 percent by dry weight passes a No.4 sieve exclusive of gravel or 30 stone retained in sieves. 31 D. Cement Application 32 1. Spread by an approved dry or slurry method uniformly on the soil at the rate 33 specified on the Drawings 34 2. If a bulk cement spreader is used,position by string lines or other approved method 35 during spreading to insure a uniform distribution of cement. 36 3. Apply to an area that all the operations can be continuous and completed in daylight 37 within 6-hours of initial application. 38 4. Do not exceed the quantity of cement that permits uniform and intimate mixture of 39 soil and cement during dry-mixing operations 40 5. Do not exceed the specified optimum moisture content for the soil and cement 41 mixture. 42 6. No equipment,except that used in the spreading and mixing, allowed to pass over 43 the freshly spread cement until it is mixed with the soil. 44 E. Mixing 45 1. Thoroughly mix the material and cement using approved equipment. CITY OF FORT WORTH UTILrry CUT REPAIR STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CONTRAC"r 2018 Revised December 20,2012 City Project No.UC 012018 f 321133-5 CEMENT TREATED BASE COURSES Page 5 of 7 1 2. Mix until a homogeneous,friable mixture of material and cement is obtained,free 2 from all clods and lumps. 3 3. Keep mixture within moisture tolerances throughout the operation. 4 4. Spread and shape the completed mixture in a uniform layer. 5 5. After mixing,the City shall sample the mixture at roadway moisture and test in 6 accordance with Tex 101 E,Part 111,to determine compliance with the gradation 7 requirements in Table 1. 8 Table 1 9 Gradation Requirements Minimum % Passing Sieve Size Base 1--3/4 in, 100 3/4 in. 85 No.4 60 10 F. Compaction 11 1. Prior to the beginning of compaction,the mixture shall be in a loose condition for 12 its full depth. 13 2. Compact material to at least 95-percent of the maximum density as determined by 14 ASTM D698. 15 3. At the start of compaction,the percentage of moisture in the mixture and in un- 16 pulverized soil lumps shall be less than the quantity which shall cause the soil- 17 cement mixture to become unstable during compaction and finishing. 19 4. When the uncompacted soil-cement mixture is wetted by rain so that the average 19 moisture content exceeds the tolerance given at the time of final compaction,the 20 entire section shall be reconstructed in accordance with this specification at the sole 21 expense of the Contractor. 22 5. The specified optimum moisture content and density shall be determined in the 23 field on the representative samples of soil-cement mixture obtained from the area 24 being processed. 25 6. Final moisture content shall be within minus-2 to plus-4-of-optimum. 26 7. Begin compaction after mixing and after gradation and moisture requirements have 27 been met. 28 8. Begin compaction at the bottom and continue until the entire depth of the mixture is 29 uniformly compacted. 30 9. Uniformly compact the mixture to the specified density within 2-hours. 31 10. After the soil and cement mixture is compacted uniformly apply water as needed 32 and thoroughly mix in. 33 11. Reshape the surface to the required lines, grades and cross section and then lightly 34 scarify to loosen any imprint left by the compacting or shaping equipment. 35 G. Maintenance 36 1. Maintain the soil-cement treatment in good condition from the time it first starts 37 work until all Work shall is completed. i 38 2. Maintenance includes immediate repairs of any defect that may occur after the 39 cement is applied. 40 3. Maintenance work shall be done by the Contractor at the Contractor's expense and 41 repeated as often as necessary to keep the area continuously intact, 42 4. Repairs are to be made in such a manner as to insure restoration of a uniform 43 surface for the full depth of treatment. CITY OF FORT WORTH UTILrrY CUT REPAIR STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CONTRACT 2018 Revised December 20,2012 City Project No.UC-01 2018 321133-6 CEMENT TREATED RASE COURSES Page 6 of 7 1 5. Remedy any low area of treated subgrade by scarifying the surface to a depth of at 2 least 2 inches,filling the area with treated material and compacting. 3 6. Remedy any low area of subbase or base shall by replacing the material for the full 4 depth of subbase or base treatment rather than adding a thin layer of stabilized 5 material to the completed work. 6 H. Finishing 7 1. After completing compaction of the final course,clip, skin, or tight-blade the 8 surface of the cement-treated material with a maintainer or subgrade trimmer to a 9 depth of approximately 114 inch. 10 2. Remove loosened material and dispose of at an approved location. 11 3. Roll the clipped surface immediately with a pneumatic tire roller adding small 12 increments of moisture as needed and until a smooth surface is attained. 13 4. Add small amounts of water as needed during rolling. Shape and maintain the 14 course and surface in conformity with the typical sections,lines, and grades shown 15 on the Drawings or as directed. 16 5. Surface compaction and finishing shall proceed in such a manner as to produce,in 17 not more than 2-hours, a smooth, closely knit surface,free of cracks,ridges or loose 18 material,conforming to the drawn grade and line shown on the Drawings. 19 6. After the final layer or course of the cement modified soil has been compacted,it 20 shall be brought to the required lines and grades in accordance with the typical 21 sections. 22 7. The completed section shall then be finished by rolling with a pneumatic tire or 23 other suitable roller sufficiently to create micro cracking. 24 I. Curing 25 1. General 26 a. Cure for at least 48 hours. 27 b. Maintain the moisture content during curing at no lower than 2 percentage 28 points below optimum. 29 2. Curing method depends on finished pavement type: 30 a. Concrete pavement: 31 1) Sprinkle with water 32 2) Maintain moisture during curing 33 3) Do not allow equipment on the finished course during curing except as 34 required for sprinkling,unless otherwise approved. 35 b. Asphalt Pavement: 36 1) Apply an asphalt material at a rate of 0.05 to 0.20 gallon per square yard. 37 2) Do not allow equipment on the finished course during curing 38 3. Continue curing until paving operations begin. 39 3.5 REPAIR/RESTORATION [NOT USED] 40 3.6 RE-INSTALLATION [NOT USED] 41 3.7 FIELD QUALITY CONTROL 42 A. Density Test 43 1. City Project Representative must be on site during density testing CITY OF FORT WORTH UTILITY CUT REPAIR STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CONTRACT 2018 Revised December 20,2012 City Project No.UC-01 2018 3211 33-7 CEMENT TREATED BASE COURSES Page 7 of 7 I 1 2. City to measure density of cement treated base course in accordance with ASTM 2 D6938. 3 3. Spacing directed by City (1 per block minimum). 4 4. City Project Representative determines density testing locations. 5 B. Depth Test 6 1. Take minimum of one core per 500 linear feet per each direction of travel 7 staggering test location in each lane to determine in-place depth. 8 2. City Project Representative determines depth testing locations. 9 3.8 SYSTEM STARTUP[NOT USED] 10 3.9 ADJUSTING [NOT USED] i 11 3.10 CLEANING[NOT USED] 12 3.11 CLOSEOUT ACTIVITIES [NOT USED] 13 3.12 PROTECTION[NOT USED] 14 3.13 MAINTENANCE [NOT USED] 15 3.14 ATTACHMENTS [NOT USED] 16 END OF SECTION 17 Revision Log DATE NAME SUMMARY OF CHANGE 18 CITY OF FORT WORTH UTILITY CUT RFPAIR STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CONTRACT 2018 Revised December 20,2012 City Project No.UC-01 2018 3212 16-1 ASPHALT PAVING Page 1 of 26 I SECTION 32 12 16 2 ASPHALT PAVING 3 PART1 - GENERAL 4 1.1 SUMMARY 5 A. Section Includes: 6 1. Constructing a pavement layer composed of a compacted,dense-graded mixture of 7 aggregate and asphalt binder for surface or base courses 8 B. Deviations from this City of Fort Worth Standard Specification 9 1. H.M.A.C.MORE THAN 9-INCHES DEEP- 10 When H.M.A.C.greater than 9-inches in depth is encountered,it shall be 1 I replaced with a combination of H.M.A.C. and 2:27 concrete base,as 12 determined by the engineer,to achieve the required thickness of pavement. 13 2. ASPHALT DRIVEWAY REPAIR- 14 At locations where H.M.A.C. driveways are encountered,such driveways shall 15 be completely replaced for the full extent of the utility cut with H.M.A.C.equal 16 to or better than the existing driveway. 17 3. 2-INCH TO 9-INCH H.M.A.C.PAVEMENT.- 18 AVEMENT-18 These items will include the furnishing and placing of H.M.A.C.surface course 19 as directed by the engineer. 20 Subsidiary to the H.M.A.C.pavement shall be sawing,removal of asphaltic 21 material,gravel and excavation ass shown on the details or as directed by the 22 engineer. 23 The removed surfacing shall be loaded into trucks upon removal and hauled 24 away from the job site as directed by the engineer.In no case shall the 25 removed surface be stockpiled on the job site. 26 The following work method will be performed on each utility cut: 27 a. Place safety signs,barricades and/or other warning devices where 28 necessary and as required. 29 b. The existing asphalt pavement shall be saw cut into a square or 30 rectangular shape and cut side faces vertically.The sawed asphalt 31 pavement shall be a minimum of one foot(1')outside the utility cut 32 area. 33 c. Apply liquid asphalt tack to vertical faces and bottom of excavated 34 area in a uniform manner.Do not puddle tach coat on bottom of utility 35 cut area.Do not apply tack coat to washed rock. 36 d. Place H.M.A.C.surface mix in lifts not to exceed three inches(3").Last 37 or top lift shall not be less than two inches (2")in thickness. CITY OF FORT WORTH UTILITY CUT REPAIR STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CONTRACT 2018 Revised December 20,2012 City Project No.UC-01 2018 321216-2 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 118 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 2018 Revised December 20,2012 City Project No.UC-01 2018 32 [216-3 ASPHALT PAVING Page 3 of 26 k 1 6) Trial batches 2 7) Tack coat 3 8) Removal and/or sweeping excess material 4 2. H.M.A.C. Transition 5 a. Measurement 6 1) Measurement for this Item shall be by the ton of composite Hot Mix 7 Asphalt required for H.M.A.C.Transition. 8 b. Payment 9 1) The work performed and materials furnished in accordance with this Item 10 and measured as provided under"Measurement"will be paid for at the unit 11 price bid per ton of Hot Mix Asphalt. 12 c. The price bid shall include: 13 1) Shaping and fine grading the roadbed 14 2) Furnishing,loading,unloading, storing,hauling and handling all materials 15 including freight and royalty 16 3) Traffic control for all testing 17 4) Asphalt,aggregate, and additive 18 5) Materials and work needed for corrective action 19 6) Trial batches 20 7) Tack coat 21 8) Removal and/or sweeping excess material 22 3. Asphalt Base Course 23 a. Measurement 24 1) Measurement for this Item shall be by the square yard of Asphalt Base 25 Course completed and accepted in its final position for: 26 a) Various thicknesses 27 b) Various types 28 b. Payment 29 1) The work performed and materials furnished in accordance with this Item 30 and measured as provided under"Measurement"will be paid for at the unit 31 price bid per square yard of Asphalt Base Course. 32 c. The price bid shall include: 33 1) Shaping and fine grading the roadbed 34 2) Furnishing,loading,unloading, storing,hauling and handling all materials 35 including freight and royalty 36 3) Traffic control for all testing 37 4) Asphalt, aggregate,and additive 38 5) Materials and work needed for corrective action 39 6) Trial batches 40 7) Tack coat 41 8) Removal and/or sweeping excess material 42 4. H.M.A.C. Pavement Level Up 43 a. Measurement 44 1) Measurement for this Item shall be by the ton of H.M.A.C. completed and 45 accepted in its final position. 46 b. Payment 47 1) The work performed and materials furnished in accordance with this Item 48 and measured as provided under"Measurement"will be paid for at the unit 49 price bid per ton of H.M.A.C. CITY OF FORT WORTH UTILITY CUT REPAIR STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CONTRACT 2018 Revised December 20,2012 City Project No.UC-01 2018 321216-4 ASPHALT PAVING Page 4 of 26 1 c. The price bid shall include: 2 1) Shaping and fine grading the roadbed 3 2) Furnishing, loading, unloading, storing,hauling and handling all materials 4 including freight and royalty 5 3) Traffic control for all testing 6 4) Asphalt,aggregate, and additive 7 5) Materials and work needed for corrective action 8 6) Trial batches 9 7) Tack coat 10 8) Removal and/or sweeping excess material 11 5. H.M.A.C. Speed Cushion t2 a. Measurement 13 1) Measurement for this Item shall be per each H.M.A.C. Speed Cushion 14 installed. 15 b. Payment 16 1) The work performed and materials furnished in accordance with this Item 17 and measured as provided under"Measurement"will be paid for at the unit 18 price bid per each H.M.A.C. Speed Cushion installed and accepted in its 19 final position. 20 c. The price bid shall include: 21 1) Shaping and fine grading the roadbed 22 2) Furnishing, loading, unloading, storing,hauling and handling all materials 23 including freight and royalty 24 3) Traffic control for all testing 25 4) Asphalt, aggregate, and additive 26 5) Materials and work needed for corrective action 27 6) Trial batches 28 7) Tack coat 29 8) Removal and/or sweeping excess material 30 1.3 REFERENCES 31 A. Abbreviations and Acronyms 32 1. RAP(reclaimed asphalt pavement) 33 2. SAC (surface aggregate classification) 34 3. BRSQC(Bituminous Rated Source Quality Catalog) 35 4. AQMP (Aggregate Quality Monitoring Program) 36 5. H.M.A.C. (Hot Mix Asphalt Concrete) 37 6. WMA(Warm Mix Asphalt) 38 B. Reference Standards 39 1. Reference standards cited in this specification refer to the current reference standard 40 published at the time of the latest revision date logged at the end of this 41 specification,unless a date is specifically cited. 42 2. National Institute of Standards and Technology(NIST) 43 a. Handbook 44-2007 Edition: Specifications,Tolerances,and Other Technical 44 Requirements for Weighing and Measuring Devices 45 3. ASTM International (ASTM): CITY OF FORT WORTH UTILITY CUT REPAIR STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CONTRACT 2078 Revised December 20,2012 City Project No.UC 012018 i 321216-5 ASPHALT PAVING Page 5 of 26 1 a. ASTM D6084-06 Standard Test Method for Elastic Recovery of Bituminous 2 Materials by Ductilometer 3 4. American Association of State Highway and Transportation Officials 1 4 a. MP2 Standard Specification for Superpave Volumetric Mix Design 5 b. PP28 Standard Practice for Superpave Volumetric Design for Hot Mix Asphalt 6 (HMA) 7 c. T 201,Kinematic Viscosity of Asphalts (Bitumens) 8 d- T 202 Standard Method of Test for Viscosity of Asphalts by Vacuum Capillary 9 Viscometer 10 e. T 316 Standard Method of Test for Viscosity Determination of Asphalt Binder 11 Using Rotational Viscometer 12 f. TP 1-93 Test Method for Determining the Flexural Creep Stiffness of Asphalt 13 Binder Using the Bending Beam Rheometer(SBR) 14 5. Texas Department of Transportation 15 a. Bituminous Rated Source Quality Catalog(BRSQC) 16 b. TEX 100-E, Surveying and Sampling Soils for Highways 17 c. Tex 106-E,Calculating the Plasticity Index of Soils 18 d. Tex 107-E,Determining the Bar Linear Shrinkage of Soils 1.9 e. Tex 200-F, Sieve Analysis of Fine and Coarse Aggregates 20 f. Tex 203-F, Sand Equivalent Test 21 g. Tex-204-F,Design of Bituminous Mixtures 22 h. Tex-207-F,Determining Density of Compacted Bituminous Mixtures 23 i. Tex 217-F,Determining Deleterious Material and Decantation Test for Coarse 24 Aggregates 25 j. Tex-226-F, Indirect Tensile Strength Test 26 k. Tex-227-F,Theoretical Maximum Specific Gravity of Bituminous Mixtures 27 1. Tex-243-F,Tack Coat Adhesion 28 m. Tex-244-F,Thermal profile of Hot Mix Asphalt 29 n. Tex 280-F, Determination of Flat and Elongated Particles 30 o. Tex 406-A,Material Finer Than 75 gm (No. 200) Sieve in Mineral Aggregates 31 (Decantation Test for Concrete Aggregates) 3 32 p. Tex 408-A, Organic Impurities in Fine Aggregate for Concrete 33 q. Tex 410-A, Abrasion of Coarse Aggregate using the Los Angeles Machine 34 r. Tex 411-A, Soundness of Aggregate by Using Sodium Sulfate or Magnesium 35 s. Tex 460-A,Determining Crushed Face Particle Count 36 t. Tex 461-A,Degradation of Coarse Aggregate by Micro-Deval Abrasion 37 u. Sulfate 38 v. Tex-530-C,Effect of Water on Bituminous Paving Mixtures 39 w. Tex-540-C,Measurement of Polymer Separation on Heating in Modified 40 Asphalt Systems 41 x. Tex-541-C,Rolling Thin Film Oven Test for Asphalt Binders 42 y. Tex-920-K,Verifying the Accuracy of Drum Mix Plant Belt Scales 43 z. Tex-921-K,Verifying the Accuracy of Hot Mix Plant Asphalt Meters 44 aa. Tex 923-K,Verifying the Accuracy of Liquid Additive Metering Systems CITY OF FORT WORTH UTILITY CUT REPAIR STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CONTRACT 2018 Revised December 20,2012 City Project No.UC-01 2018 321216-6 ASPHALT PAVING Page 6 of 26 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.B.1. 5 1.7 CLOSEOUT SUBMITTALS [NOT USED] 6 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 7 1.9 QUALITY ASSURANCE [NOT USED] S 1.10 DELIVERY, STORAGE,AND HANDLING [NOT USED] 9 1.11 FIELD CONDITIONS 10 A. Weather Conditions 11 1. Place mixture when the roadway surface temperature is equal to or higher than the 12 temperatures listedin Table 1. 13 Table 1 14 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 1 .551 .601 PG 76 or higher _601 _60' 15 ]-Contractors may pave at temperatures 10'17 lower than the values shown in Table I t6 when utilizing a paving process including WMA or equipment that eliminates thermal 17 segregation. In such cases, the contractor must use either a hand held thermal camera 18 or a hand held infrared thermometer operated in accordance with Tex-244-F to 19 demonstrate to the satisfaction of the City that the uncompacted mat has no more than 20 10° F of thermal segregation. 21 22 2. Unless otherwise shown on the Drawings,place mixtures only when weather 23 conditions and moisture conditions of the roadway surface are suitable in the 24 opinion of the City. 25 CITY OF FORT WORTH UTILITY CUT REPAIR STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CONTRACT 2018 Revised December 20,2012 City Project No.UC-01 2018 I _321216-7 ASPHALT PAVING f Page 7 of 26 r 1 1.12 WARRANTY [NOT USED] 2 PART 2- PRODUCTS 3 2.1 OWNER-FURNISHED PRODUCTS [NOT USED] 4 2.2 MATERIALS 5 A. General 6 1. Furnish uncontaminated materials of uniform quality that meet the requirements of 7 the Drawings and specifications. 8 2. Notify the City of all material sources. 9 3. Notify the City before changing any material source or formulation. 10 4. When the Contractor makes a source or formulation change, the City will verify 11 that the requirements of this specification are met and may require a new laboratory 12 mixture design, trial batch,or both. 13 5. The City may sample and test project materials at any time during the project to 14 verify compliance. 15 6. The depth of the compacted lift should be at least 2 times the nominal maximum 16 aggregate size. 17 B. Aggregate 18 1. General 19 a. Furnish aggregates from sources that conform to the requirements shown in 20 Table 1, and as specified in this Section,unless otherwise shown on the 21 Drawings. 22 b. Provide aggregate stockpiles that meet the definition in this Section for either 23 coarse aggregate or fine aggregate. 24 c. When reclaimed asphalt pavement(RAP)is allowed by Drawing note,provide 25 RAP stockpiles in accordance with this Section. 26 d. Aggregate from RAP is not required to meet Table 2 requirements unless 27 otherwise shown on the Drawings. 28 e. Supply mechanically crushed gravel or stone aggregates that meet the 29 definitions in Tex 100 E. 30 f. Samples must be from materials produced for the project. 31 g. The City will establish the surface aggregate classification(SAC)and perform 32 Los Angeles abrasion, magnesium sulfate soundness,and Micro-Deval tests. 33 h. Perform all other aggregate quality tests listed in Table 2. 34 i. Document all test results on the mixture design report. 35 j. The City may perform tests on independent or split samples to verify 36 Contractor test results. 37 k. Stockpile aggregates for each source and type separately and designate for the 38 City. 39 1. Determine aggregate gradations for mixture design and production testing 40 based on the washed sieve analysis given in Tex 200 F,Part R. 41 CITY OF FORT WORTH UTILITY CUT REPAIR STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CONTRACT 2018 Revised December 20,2012 City Project No.UC012018 32 12 16-8 ASPHALT PAVING Page 8 of 26 Table 2 Aggregate Quality Requirements Property 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-46I-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, 3 percent,min Tex 460-A,Part I 85 Flat and elongated particles Cay 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 19 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 RFPAIR STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CONTRACT 2018 Revised December 20,2012 City Project No.UC-01 2018 321216-9 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 1. 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 UTILITY CUT REPAIR STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CONTRACT 2018 Revised December 20,2012 City Project No.UC-01 2018 32 12 16- 10 ASPHALT PAVING Page 10 of 26 Table 3 Gradation Requirements for Fine Aggrate percent Passing by Weight or Sieve Size Volume 318" 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 CITY OF FORT WORTH UTILITY CUT REPAIR STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CONTRACT 2018 Revised December 20,2012 City Project No.UC-01 2018 w N N p VA N 000 oGoo a � 00 N � N cq v O m !` cin C) Wacqcq 00 !! o0 0 P4 N A N tow CD CD in CD CD cn en 04 N n N O KT a cn y A y kn ca A °N° cq o ® N Ra [� M A m cn tn 00 00cn 00 (� N V A 00 00 N kn N A N O A (U U Cd cd cl Q3 o z CD U 00 U vi vi N •� �rio A- r +� a) 110U 1 gi M a4 C)+ 0 .6 Cd 00 N 00 40 v , P4 w 44 pti w w o o a Cd o a o 8 ' oo N oo oo a a o a a N N d Oti d a d o ta'm o [Yl ,--� N N A k ❑ '' wo ff y o0 m '� cd N N o7 07 -0t8 .3 a Hcu o o � ® �i O tb a g A - a Y N � C:) 'nN N o y,—. � � }, U o N {] 1� OZ '? aA C clo wp M lu A o C chi Com" oo fel N op co 9 5 N o S y b N a� a r�4 -4 k N N � p a o a roOv 4 E -,d N rn ? o Na 'n CO pC N 00 oo gy p, b cr ti Y U aUtit' oEN o� A N `*" `a ) v' b U O o n z ac# Pr u W C, z po C° cai A a.Cl N A �O U ❑ oo H o a f F m O vz cq 0 o " G N yC s� N ami ani o y > u 3 F O Z ojl C)C7 F E� f [Qd � To wOQ ,°� " w 321216-1.3 ASPHALT PAVING Page 13 of 26 I 1 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 I 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 9 a. Unless otherwise shown on the Drawings or approved,furnish CSS-1H, SS-IH, 10 or a PG binder with a minimum high-temperature grade of PG 58 for tack coat I binder in accordance with Section 2.2.A.5. 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 Iine 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 UTILITY CUT REPAIR STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CONTRACT 2018 Revised December 20,2012 City Project No.UC-01 2018 I 321216-14 ASPHALT PAVING Page 14 of 26 1 2) Furnish the City with representative samples of all materials used in the 2 mixture design. 3 3) The City will verify the mixture design. 4 4) If the design cannot be verified by the City,furnish another mixture design. 5 Table 6 Master Gradation Bands(percent Passing by Weight or Volume) and Volumetric Properties Sieve B C D Size Fine Coarse Fine Base Surface Surface 1-112" - - - 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 VMA', 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. 6 7 8 Table 7 9 Laboratory Mixture Design Properties 10 Property Test Requirement 11 Method 12 Target laboratory-molded density, percent Tex-207-17 96.0' 13 Tensile strength (dry),psi (molded to 93 Tex-226-F 85-2002 14 percent±1 percent density) 15 Boil test' Tex-530-C 16 1_Unless otherwise shown on the Drawings. 17 2.May exceed 200 psi when approved and may be waived when approved. 18 3.Used to establish baseline for comparison to production results.May be waived when approved. 19 20 8. Warm Mix Asphalt(WMA) 21 a. WMA is defined as additives or processes that allow a reduction in the 22 temperature at which asphalt mixtures are produced and placed. 23 b. WMA is allowed for use at the Contractor's option unless otherwise shown on 24 the Drawings. 25 c. Produce an asphalt mixture within the temperature range of 215 degrees F and 26 275 degrees F. CITY OF FORT WORTH UTILrrY CUT REPAIR STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CONTRACT 2018 Revised December 20,2012 City Project No.UC-01 2018 321216-15 ASPHALT PAVING Page I5 of 26 I 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. 2.5 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 FORTWORTH UTILITY CUT REPAIR STANDARD CONSTRUCTION SPECIFICATION DOCUMENT'S CONTRACT 2018 IRevised December 20,2012 City Project No.UC-01 2019 321216-16 ASPHALT PAVING Page 16 of 26 l 2) Provide certified scales, scale installations,and measuring equipment 2 meeting the requirements of NIST Handbook 44,except that the required 3 accuracy must be 0.4 percent of the material being weighed or measured. 4 3) Furnish leak-free weighing containers large enough to hold a complete 5 batch of the material being measured. 6 b. Truck Scales 7 1) Furnish platform truck scales capable of weighing the entire truck or truck- 8 trailer combination in a single draft. 9 e. Aggregate Batching Scales 10 1) Equip scales used for weighing aggregate with a quick adjustment at zero 11 that provides for any change in tare. 12 2) Provide a visual means that indicates the required weight for each 13 aggregate. 14 d. Suspended Hopper 15 1) Provide a means for the addition or the removal of small amounts of 16 material to adjust the quantity to the exact weight per batch. 17 2) Ensure the scale equipment is level. 18 e. Belt Scales 19 1) Use belt scales for proportioning aggregate that are accurate to within 1.0 20 percent based on the average of 3 test runs, where no individual test run 21 exceeds 2.0 percent when checked in accordance with Tex-920-K. 22 f. Asphalt Material Meter 23 1) Provide an asphalt material meter with an automatic digital display of the 24 volume or weight of asphalt material. 25 2) Verify the accuracy of the meter in accordance with Tex-921-K. 26 3) When using the asphalt meter for payment purposes, ensure the accuracy of 27 the meter is within 0.4 percent. 28 4) When used to measure component materials only and not for payment, 29 ensure the accuracy of the meter is within 1.0 percent. 30 g. Liquid Asphalt Additive Meters 31 1) Provide a means to check the accuracy of meter output for asphalt primer, 32 fluxing material, and liquid additives. 33 2) Furnish a meter that reads in increments of 0.1 gallon of less. 34 3) Verify accuracy of the meter in accordance with Tex-923-K. 35 4) Ensure the accuracy of the meter within 5.0 percent. 36 4. Drum-Mix Plants. Provide a mixing plant that complies with the requirements 37 below. 38 a. Aggregate Feed System 39 1) Provide: 40 a) A minimum of 1 cold aggregate bin for each stockpile of individual 41- materials used to produce the mix 42 b) Bins designed to prevent overflow of material 43 c) Scalping screens or other approved methods to remove any oversized 44 material,roots,or other objectionable materials 45 d) A feed system to ensure a uniform,continuous material flow in the 46 desired proportion to the dryer 47 e) An integrated means for moisture compensation 48 f) Belt scales,weigh box, or other approved devices to measure the 49 weight of the combined aggregate CITY OF FORT WOR'T'H UTILITY CUT REPAIR STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CON'T'RACT 2018 Revised December 20,2012 City Project No.UC-01 2018 321216-17 ASPHAI_7 PAVING Page 17 of 26 1 g) Cold aggregate bin flow indicators that automatically signal interrupted 2 material flow 3 b. Reclaimed Asphalt Pavement(RAP)Feed System 4 1) Provide a separate system to weigh and feed RAP into the hot mix plant. 5 c. Mineral Filler Feed System 6 1) Provide a closed system for mineral filler that maintains a constant supply 7 with minimal loss of material through the exhaust system. 8 2) Interlock the measuring device into the automatic plant controls to 9 automatically adjust the supply of mineral filler to plant production and 10 provide a consistent percentage to the mixture. 11 d. Heating,Drying, and Mixing Systems 12 1) Provide: 13 a) A dryer or mixing system to agitate the aggregate during heating 14 b) A heating system that controls the temperature during production to 15 prevent aggregate and asphalt binder damage 16 c) A heating system that completely burns fuel and leaves no residue 17 d) A recording thermometer that continuously measures and records the 18 mixture discharge temperature 19 e) Dust collection system to collect excess dust escaping from the drum. 20 e. Asphalt Binder Equipment 21 1) Supply equipment to heat binder to the required temperature. 22 2) Equip the heating apparatus with a continuously recording thermometer 23 located at the highest temperature point. 24 3) Produce a 24 hour chart of the recorded temperature. 25 4) Place a device with automatic temperature compensation that accurately 26 meters the binder in the line leading to the mixer. 27 5) Furnish a sampling port on the line between the storage tank and mixer. 28 Supply an additional sampling port between any additive blending device 29 and mixer. 30 f. Mixture Storage and Discharge 31 1) Provide a surge-storage system to minimize interruptions during operations 32 unless otherwise approved. 33 2) Furnish a gob hopper or other device to minimize segregation in the bin. 34 3) Provide an automated system that weighs the mixture upon discharge and 35 produces a ticket showing: 36 a) Date 37 b) Project identification number 38 c) Plant identification 39 d) Mix identification 40 e) Vehicle identification 41 f) Total weight of the load i 42 g) Tare weight of the vehicle 43 h) Weight of mixture in each load 44 i) Load number or sequential ticket number for the day ' 45 g. Truck Scales 46 1) Provide standard platform scales at an approved location. 47 5. Weigh-Batch Plants.Provide a mixing plant that complies with Section 2.2.B.4 48 "Drum-Mix Plants,"except as required below: 49 a. Screening and Proportioning CITY OF FORT WORTH UTILITY CUT REPAIR STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CONTRACT 2018 Revised December 20,2012 City Project No.UC-01 2018 321216-18 ASPHALT PAVING Page 18 of 26 1 1) Provide enough hot bins to separate the aggregate and to control 2 proportioning of the mixture type specified. 3 a) Supply bins that discard excessive and oversized material through 4 overflow chutes. 5 b) Provide safe access for inspectors to obtain samples from the hot bins. 6 b. Aggregate Weigh Box and Batching Scales 7 1) Provide a weigh box and batching scales to hold and weigh a complete 8 batch of aggregate. 9 2) Provide an automatic proportioning system with low bin indicators that 10 automatically stop when material level in any bin is not sufficient to 11 complete the batch. 12 c. Asphalt Binder Measuring System 13 1) Provide bucket and scales of sufficient capacity to hold and weigh binder 14 for 1 batch. 15 d. Mixer 16 1) Equipment mixers with an adjustable automatic timer that controls the dry 17 and wet mixing period and locks the discharge doors for the required 18 mixing period 19 2) Furnish a pug mill with a mixing chamber large enough to prevent spillage. 20 6. Modified Weigh-Batch Plants. Provide a mixing plant that complies with Section 21 2.2.B.5. "Weigh-Batch Plants,"except as specifically described below. 22 a. Aggregate Feeds 23 1) Aggregate control is required at the cold feeds. Hot bin screens are not 24 required. 25 b. Surge Bins 26 1) Provide 1 or more bins large enough to produce 1 complete batch of 27 mixture. 28 c. Hauling Equipment 29 1) Provide trucks with enclosed sides to prevent asphalt mixture loss. 30 2) Cover each load of mixture with waterproof tarpaulins. 31 3) Before use,clean all truck beds to ensure the mixture is not contaminated. 32 4) When necessary,coat the inside truck beds with an approved release agent 33 from the City. 34 d. Placement and Compaction Equipment 35 1) Provide equipment that does not damage underlying pavement. 36 2) Comply with laws and regulations concerning overweight vehicles. 37 3) When permitted, other equipment that will consistently produce satisfactory 38 results may be used. 39 7. Asphalt Paver 40 a. General 41 1) Furnish a paver that will produce a finished surface that meets longitudinal 42 and transverse profile,typical section, and placement requirements. 43 2) Ensure the paver does not support the weight of any portion of hauling 44 equipment other than the connection. 45 3) Provide loading equipment that does not transmit vibrations or other 46 motions to the paver that adversely affect the finished pavement quality. 47 4) Equip the paver with an automatic,dual, longitudinal-grade control system 48 and an automatic,transverse-grade control system. 49 b. Tractor Unit CITY OF FORT WORTH UTILITY CUT REPAIR STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CONTRACT 2018 Revised December 20,2012 City Project No.UC-01 2018 321216-19 ASPHALT PAVING Page 19 of 26 1 1) Supply a tractor unit that can push or propel vehicles,dumping directly into 2 the finishing machine to obtain the desired lines and grades to eliminate any 3 hand finishing. 4 2) Equip the unit with a hitch sufficient to maintain contact between the 5 hauling equipment's rear wheels and the finishing machine's pusher rollers 6 while mixture is unloaded. 7 c. Screed 8 1) Provide a heated compacting screed that will produce a finished surface 9 that meets longitudinal and transverse profile,typical section, and 10 placement requirements. 11 2) Screed extensions must provide the same compacting action and heating as 12 the main unit unless otherwise approved. 13 d. Grade Reference 1.4 1) Provide a grade reference with enough support that the maximum 15 deflection does not exceed 1116 inch between supports. 16 2) Ensure that the longitudinal controls can operate from any longitudinal 17 grade reference including a string line, ski, mobile string fine, or matching 18 shoes. 19 3) Furnish paver skis or mobile string line at least 40 feet long unless 20 otherwise approved. 21 8. Material Transfer Devices 22 a. Provide the specified type of device when shown on the Drawings. 23 b. Ensure the devices provide a continuous,uniform mixture flow to the asphalt 24 paver. 25 c. When used,provide windrow pick-up equipment constructed to pick up 26 substantially all roadway mixture placed in the windrow. 27 9. Remixing Equipment 28 a. When required,provide equipment that includes a pug mill,variable pitch 29 augers, or variable diameter augers operating under a storage unit with a 30 minimum capacity of 8 tons. 31 1.0. Motor Grader 32 a. When allowed,provide a self-propelled grader with a blade length of at least 12 33 feet and a wheelbase of at least 16 feet. 34 11. Handheld Infrared Thermometer 35 a. Provide a handheld infrared thermometer meeting the requirements of 36 Tex-244-F. 37 12. Rollers 38 a. The Contractor may use any type of roller to meet the production rates and 39 quality requirements of the Contract unless otherwise shown on the Drawings i 40 or directed. 41 b. When specific types of equipment are required,use equipment that meets the 42 specified requirements. 43 c. Alternate Equipment 44 1) Instead of the specified equipment, the Contractor may, as approved, 45 operate other compaction equipment that produces equivalent results. 46 2) Discontinue the use of the alternate equipment and furnish the specified 47 equipment if the desired results are not achieved. 48 d. City may require Contractor to substitute equipment if production rate and 49 quality requirements of the Contract are not met. CI'T'Y OF FORT WORTH UTILITY CUT REPAIR STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CONTRACT 2018 Revised December 20,2012 City Project No.UC-01 2018 3212 76-20 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. CITY OF FORT WORTH UTILITY CUT REPAIR STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CONTRACT 2018 Revised December 20,2012 City Project No.UC-01 20I8 F 321216-21 ASPHALT PAV ING Page 21 of 26 I 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 Com acted 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 PORT WORTH UTILITY CUT REPAIR STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CONTRACT 2018 Revised December 20,2012 City Project No.UC-01 2018 32 12 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 e. 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 Su gested Minimum Mixture Placement Temperature High-Temperature Minimum Placement Binder Grade Temperature (Before Entering Paver) PG 64 or lower 260°F PG 70 270°F PG 76 280°F PG 82 or higher 290°F 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 FOR'r WORTH UTILITY CUT REPAIR STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CONTRACT 2018 Revised December 20,2012 City Project No.UC-0l 2018 f 32 12 16-23 ASPHALT PAVING Page 23 of 26 1 10. When directed, sprinkle the finished mat with water or limewater to expedite 2 opening the roadway to traffic. 3 11. Air Void Control 4 a. General 5 1) Compact dense-graded hot-mix asphalt to contain from 5 percent to 9 6 percent in-place air voids. 7 2) Do not increase the asphalt content of the mixture to reduce pavement air 8 voids. 9 b. Rollers 10 1) Furnish the type, size, and number of rollers required for compaction,as 11 approved. 12 2) Use a pneumatic-tire roller to seal the surface,unless otherwise shown on 13 the Drawings. 14 3) Use additional rollers as required to remove any roller marks. 15 c. Air Void Determination 16 1) Unless otherwise shown on the Drawings,obtain 2 roadway specimens at 17 each location selected by the City for in-place air void determination. 18 2) The City will measure air voids in accordance with Tex-207-F and 19 Tex-227-F. 20 3) Before drying to a constant weight,cores may be predried using a Corelok 21 or similar vacuum device to remove excess moisture. 22 4) The City will use the average air void content of the 2 cores to calculate the 23 in-place air voids at the selected location. 24 d. Air Voids Out of Range 25 1) If the in-place air void content in the compacted mixture is below 5 percent 26 or greater than 9 percent,change the production and placement operations 27 to bring the in-place air void content within requirements. 28 e. Test Section 29 1) Construct a test section of I lane-width and at most 0.2 miles in length to 30 demonstrate that compaction to between 5 percent and 9 percent in-place 31 air voids can be obtained. 32 2) Continue this procedure until a test section with 5 percent to 9 percent in- 33 place air voids can be produced. 34 3) The City will allow only 2 test sections per day. 35 4) When a test section producing satisfactory in-place air void content is 36 placed,resume full production. 37 12. Ordinary Compaction Control 38 a. Furnish the type, size,and number of rollers required for compaction, as 39 approved. Furnish at least i medium pneumatic-tire roller(minimum 12-ton 40 weight). 41 b. Use the control strip method given in Tex-207-F,Part W,to establish rolling 4 42 patterns that achieve maximum compaction. 43 c. Follow the selected rolling pattern unless changes that affect compaction occur 44 in the mixture or placement conditions. 45 d. When such changes occur,establish a new rolling pattern. 46 e. Compact the pavement to meet the requirements of the Drawings and 47 specifications. CITY OF FORT WORTH UTILITY CUT REPAIR STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CONTRACT 2018 Revised December 20,2012 City Project No.UC-01 2018 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 superetevated 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. I4 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 I 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. CITY OF FORT WORTH UTILITY CUT REPAIR STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CONTRACT 2018 Revised December 20,2012 City Protect No.UC-01 2018 32 12 16-25 ASPHALT PAVING Page 25 of 26 1 1 2. Average of measurements per street not meeting the minimum specified strength 2 shall be subject to the money penalties or removal and replacement at the 3 Contractor's expense as show in Table 11. 4 5 Table 11 6 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. 7 8 3. The amount of penalty shall be deducted from payment due to Contractor. 9 4. These requirements are in addition to the requirements of Article 1.2. 10 C. Pavement Thickness Test 11 1. City measure each core thickness by averaging at least 3 measurements. 12 2. The number of tests and location shall be at the discretion of the City,unless 13 otherwise specified in the special provisions or on the Drawings. 14 3. In the event a deficiency in the thickness of pavement is revealed during production 15 testing, subsequent tests necessary to isolate the deficiency shall be at the 16 Contractor's expense. 17 4. The cost for additional coring test shall be at the same rate charged by commercial 18 laboratories. 19 5. Where the average thickness of pavement in the area found to be deficient,payment 20 shall be made at an adjusted price as specified in Table 12. 21 i CITY OF FORT WORTH UTILITY CUT REPAIR STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CONTRACT 2018 Revised December 20,2012 City Project No.UC-01 2018 3212 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 Greater Than 15 percent the entire cost and 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 S of a thickness exceeding that required by the Drawings. 9 3.7 FIELD QUALITY CONTROL [NOT USED] 10 3.8 SYSTEM STARTUP [NOT USED] 1 t 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 B 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 PORT WORTH UTILITY CUT REPAIR STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CONTRACT 2018 Revised December 20,2012 City Project No.UC-01 2018 3213 13-1 CONCRETE PAVING Page 1 of 22 I SECTION 32 13 13 2 CONCRETE PAVING 3 PART1 - GENERAL 4 1.1 SUMMARY 5 A. Section includes: 6 1. Finished pavement constructed of portland cement concrete including 7 monolithically poured curb on the prepared subgrade or other base course. 8 B. Deviations from this City of Fort Worth Standard Specification 9 1. _QUICK-SET CONCRETE- 10 In high traffic areas where the utility cut repair must be returned to service 11 sooner than a normal cure time will allow,the contractor as directed by the 12 engineer shall use concrete admixtures as outlined in this specification Part 2- 13 Products; 2.2 Materials; D.Admixtures or ready made mixes such as"Rapid 14 Set"concrete mix or approved equal.Any and all materials used shall conform 15 to the above mentioned specification. 16 Payment for quick set concrete shall be made at the unit price per bid Cubic 17 Yards as shown on the proposal and shall be full compensation for furnishing 18 all labor,materials,equipment,tools and incidentals necessary to complete the 19 work. 20 2. LIMITS OF CONCRETE PAVEMENT REPAIR- 21 The following criteria will be used to determine the limits of concrete 22 pavement repair for this contract: 23 a. The minimum size of repair for concrete shall be 5' x 5'. 24 b. Whenever the limits of the repair are eight feet(8')or less from an 25 adjacent joint of any type,the replacement shall be extended to that joint. 26 c. Dummy joints shall be sawed across any panel where the construction joint 27 intersects the panel and a joint does not exist.All new joints(construction 28 or dummy) shall be parallel with existing joints. 29 d. Depending on the existing longitudinal joint spacing and the limits of the 30 damaged pavement,the contractor may be required to extend the 31 replacement to the halfway point of the panel. The determination shall be 32 made by the inspector on a case by case basis in order to assure uniform 33 joint spacing. 34 Payment for all concrete pavement repairs shall be made at the unit price bid per 35 Square Yard as shown in the proposal and shall be full compensation for furnishing all 36 labor,materials,equipment,tools and incidentals necessary to complete the work. 37 However,payment for sawcutting dummy joints in adjacent panels shall be made 38 under the appropriate bid item. 39 C. Related Specification Sections include, but are not necessarily limited to: 40 1. Division 0-Bidding Requirements,Contract Forms,and Conditions of the Contract 41 2. Division 1 -General Requirements 42 3. Section 32 0129-Concrete Paving Repair CITY OF FORT WORTH UTILITY CUT REPAIR STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CONTRACT 2018 Revised December 20,2012 City Project No.UC-01 2018 321313-2 CONCRETE PAVING Page 2 of 22 1 4. Section 32 13 73 -Concrete Paving Joint Sealants 2 1.2 PRICE AND PAYMENT PROCEDURES 3 A. Measurement 4 1. Measurement 5 a. Measurement for this Item shall be by the square yard of completed and 6 accepted Concrete Pavement in its final position as measured from bath of curb 7 for various: 8 1) Classes 9 2) Thicknesses 10 2. Payment 11 a. The work performed and materials furnished in accordance with this Item will 12 be paid for at the unit price bid per square yard of Concrete Pavement. 13 3. The price bid shall include: 14 a. Shaping and fine grading the placement area 15 b. Furnishing and applying all water required 16 c. Furnishing,loading and unloading, storing, hauling and handling all concrete 17 ingredients including all freight and royalty involved 18 d. Mixing,placing,finishing and curing all concrete 19 e. Furnishing and installing all reinforcing steel 20 f. Furnishing all materials and placing longitudinal,warping,expansion, and 21 contraction joints,including all steel dowels,dowel caps and load transmission 22 units required, wire and devices for placing,holding and supporting the steel 23 bar,load transmission units, and joint filler material in the proper position;for 24 coating steel bars where required by the Drawings 25 g. Sealing joints 26 h. Monolithically poured curb 27 i. Cleanup 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. A615/A615M,Deformed and Plain Billet-Steel Bars for Concrete 35 Reinforcement 36 b. C31, Standard Practice for Making and Curing Concrete Test Specimens in the 37 Field 38 c. C33, Concrete Aggregates 39 d. C39, Standard Test Method for Compressive Strength of Cylindrical Concrete 40 Specimens 41 e. C42, Standard Test Method for Obtaining and Testing Drilled Cores and Sawed 42 Beams of Concrete 43 f. C94/C94M,Standard Specifications for Ready-Mixed Concrete 44 g. C150,Portland Cement 45 h. C156, Water Retention by Concrete Curing Materials 46 i. C172, Standard Practice for Sampling Freshly Mixed Concrete CITY OF FORT WORTH UTILITY CUT REPAIR STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CONTRACT 2018 Revised December 20,2012 City Project No, 120 2018 t 321313-3 CONCRETE PAVING Page 3 of 22 1 j. C260,Air Entraining Admixtures for Concrete 2 k. C309,Liquid Membrane-Forming Compounds for Curing Concrete,Type 2 3 1. C494, Chemical Admixtures for Concrete,Types "A", "D","F"and"G" i 4 in. C618, Coal Fly Ash and Raw or Calcined Natural Pozzolan for use as a Mineral 5 Admixture in Concrete 6 n. C881, Standard Specification for Epoxy-Resin-Base Bonding Systems for 7 Concrete 8 o. C1064, Standard Test Method for Temperature of Freshly Mixed Hydraulic- 9 Cement Concrete 10 p. C1602, Standard Specification for Mixing Water Used in the Production of 11 Hydraulic Cement Concrete. 12 q. D698,Laboratory Compaction Characteristics of Soil Using Standard Effort 13 (12,400 ft-lbf/ft3) 14 3. American Concrete Institute(ACI): 15 a. ACI 305.1-06 Specification for Hot Weather Concreting 16 b. ACI 306.1-90, Standard Specification for Cold Weather Concreting 17 c. ACI 318 18 L4 ADMINISTRATIVE REQUIREMENTS [NOT USED] 19 1.5 SUBMITTALS [NOT USED] 20 1.6 ACTION SUBMITTALSANFORMATIONAL SUBMITTALS 21 A. Mix Design: submit for approval. See Item 2A.A. 22 1.7 CLOSEOUT SUBMITTALS [NOT USED] 23 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 24 1.9 QUALITY ASSURANCE [NOT USED] 25 1.10 DELIVERY,STORAGE,AND HANDLING [NOT USED] 26 1.11 FIELD CONDITIONS 27 A. Weather Conditions 28 1. Place concrete when concrete temperature is between 40 and 100 degrees when 29 measured in accordance with ASTM C1064 at point of placement. 30 2. Hot Weather Concreting 31 a. Take immediate corrective action or cease paving when the ambient 32 temperature exceeds 95 degrees. 33 b. Concrete paving operations shall be approved by the City when the concrete 34 temperature exceeds 100 degrees. See Standard Specification for Hot Weather 35 Concreting(ACI 305.1-06). 36 3. Cold Weather Concreting 37 a. Do not place when ambient temp in shade is below 40 degrees and falling. 38 Concrete may be placed when ambient temp is above 35 degrees and rising or 39 above 40 degrees. 40 b. Concrete paving operations shall be approved by the City when ambient 41 temperature is below 40 degrees. See Standard Specification for Cold Weather 42 Concreting(ACI 306.1-90). CI'T'Y OF FORT WORTH UTILITY CUTREPAIR STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CONTRACT 2018 Revised December 20,2012 City Project No.UC-01 2018 321313-4 CONCRETE.PAVING Page 4 of 22 1 B. Time: Place concrete after sunrise and no later than shall permit the finishing of the 2 pavement in natural light, or as directed by the City. 3 1.12 WARRANTY[NOT USED] 4 PART 2- PRODUCTS 5 2.1 OWNER-FURNISHED PRODUCTS [NOT USED] 6 2.2 MATERIALS 7 A. Cementitious Material: ASTM 0150. 8 B. Aggregates: ASTM C33. 9 C. Water: ASTM 01602. 10 D. Admixtures: When admixtures are used,conform to the appropriate specification: I 1 1. Air-Entraining Admixtures for Concrete: ASTM C260. 12 2. Chemical Admixtures for Concrete: ASTM C494,Types"A", "D", "F" and"G." 13 3. Fly Ash 14 a. Coal Fly Ash and Raw or Calcined Natural Pozzolan for Use in Concrete: 15 ASTM C618. 16 b. Fly ash may be substituted at one pound per pound of cement up to 25% of the 17 specified cement content when such batch design is approved by the Engineer. 18 E. Steel Reinforcement: ASTM A615. 19 F. Steel Wire Reinforcement: Not used for concrete pavement. 20 G. Dowels and Tie Bars 21 1. Dowel and tie bars: ASTM A615. 22 2. Dowel Caps 23 a. Provide dowel caps with enough range of movement to allow complete closure 24 of the expansion joint. 25 b. Caps for dowel bars shall be of the length shown on the Drawings and shall 26 have an internal diameter sufficient to permit the cap to freely slip over the bar. 27 c. In no case shall the internal diameter exceed the bar diameter by more 1/8 inch, 28 and one end of the cap shall be rightly closed. 29 3. Epoxy for Dowel and Tie Bars: ASTM C881. 30 a. See following table for approved producers of epoxies and adhesives 31 Pre-Qualified Producers of Epoxies and Adhesives Product Name Producer Coneresive 1420 BASF HTE50Hilti T 308+ Powers Fasteners P E 1000+ Powers Fasteners C-6 Ramset-Redhead CITY OF FORT WORTH UTILITY CUT REPAIR STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CONTRAC`r 2o18 Revised December 20,2012 City Projeet-No.UC 012018 7 32 13 13-5 CONCRETE PAVING Page 5 of 22 Epcon G-5 Ramset-Redhead Pro-foxy-300 Fast Tube Unitex Shep-Poxy TAH CMC Construction Services Ultrabond 1300 Tubes Adhesives Technology Ultrabone 2300 N.S.A-22-2300 Adhesives Technology Slow Set Dynapoxy EP-430 Pecora Corp. EDOT Simpson Strong Tie ET22 Simpson Strong Tie SET 22 Simpson Strong Tie SpecPoxy 300OFS SpecChem 1 2 b. Epoxy Use, Storage and Handling 3 1) Package components in airtight containers and protect from light and 4 moisture. 5 2) Include detailed instructions for the application of the material and all 6 safety information and warnings regarding contact with the components. 7 3) Epoxy label requirements f8 a) Resin or hardener components 9 b) Brand name 10 c) Name of manufacturer 11 d) Lot or batch number 12 e) Temperature range for storage 13 f) Date of manufacture 14 g) Expiration date 15 h) Quantity contained 16 4) Store epoxy and adhesive components at temperatures recommended by the 17 manufacturer. 18 5) Do not use damaged or previously opened containers and any material that 19 shows evidence of crystallization,lumps skinning, extreme thickening,or 20 settling of pigments that cannot be readily dispersed with normal agitation. 21 6) Follow sound environmental practices when disposing of epoxy and 22 adhesive wastes. 23 7) Dispose of all empty containers separately. 24 8) Dispose of epoxy by completely emptying and mixing the epoxy before 25 disposal 26 H. Reinforcement Bar Chairs 27 1. Reinforcement bar chairs or supports shall be of adequate strength to support the 28 reinforcement bars and shall not bend or break under the weight of the 29 reinforcement bars or Contractor's personnel walking on the reinforcing bars. 30 2. Bar chairs may be made of metal (free of rust),precast mortar or concrete blocks or 31 plastic. 32 3. For approval of plastic chairs,representative samples of the plastic shall show no ` 33 visible indications of deterioration after immersion in a 5-percent solution of 34 sodium hydroxide for 1.20-hours. CITY ON FORT WORTH UTILITY CUT REPAIR STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CONTRACT 2018 Revised December 20,2012 City Project No.UC-01 2018 321313-6 CONCRETE PAVING Page 6 of 22 1 4. Bar chairs may be rejected for failure to meet any of the requirements of this 2 specification. 3 1. Joint Filler 4 1. Joint filler is the material placed in concrete pavement and concrete structures to 5 allow for the expansion and contraction of the concrete. 6 2. Wood Boards: Used as joint filler for concrete paving. 7 a. Boards for expansion joint filler shall be of the required size, shape and type 8 indicated on the Drawings or required in the specifications. 9 1) Boards shall be of selected stock of redwood or cypress. The boards shall 10 be sound heartwood and shall be free from sapwood,knots,clustered 11 birdseyes, checks and splits. 12 2) Joint filler, boards, shall be smooth, flat and straight throughout,and shall 13 be sufficiently rigid to permit ease of installation. 14 3) Boards shall be furnished in lengths equal to the width between 15 longitudinal joints,and may be furnished in strips or scored sheet of the 16 required shape. 17 3. Dimensions. The thickness of the expansion joint filler shall be shown on the 18 Drawings; the width shall be not less than that shown on the Drawings,providing 19 for the top seal space. 20 4. Rejection. Expansion joint filler may be rejected for failure to meet any of the 21 requirements of this specification. 22 J. Joint Sealants. Provide Joint Sealants in accordance with Section 32 13 73. 23 K. Curing Materials 24 1. Membrane-Forming Compounds. 25 a. Conform to the requirements of ASTM C309,Type 2, white pigmented 26 compound and be of such nature that it shall not produce permanent 27 discoloration of concrete surfaces nor react deleteriously with the concrete. 28 b. The compound shall produce a firm,continuous uniform moisture-impermeable 29 film free from pinholes and shall adhere satisfactorily to the surfaces of damp 30 concrete. 31 c. It shall,when applied to the damp concrete surface at the specified rate of 32 coverage, dry to touch in 1 hour and dry through in not more than 4 hours under 33 normal conditions suitable for concrete operations. 34 d. It shall adhere in a tenacious film without running off or appreciably sagging. 35 e. It shall not disintegrate,check,peel or crack during the required curing period. 36 f. The compound shall not peel or pick up under traffic and shall disappear from 37 the surface of the concrete by gradual disintegration. 38 g. The compound shall be delivered to the job site in the manufacturer's original 39 containers only, which shall be clearly labeled with the manufacturer's name, 40 the trade name of the material and a batch number or symbol with which test 41 samples may be correlated. 42 h. When tested in accordance with ASTM C156 Water Retention by Concrete 43 Curing Materials,the liquid membrane-forming compound shall restrict the loss 44 of water present in the test specimen at the time of application of the curing 45 compound to not more than 0.01-oz.-per-2 inches of surface. CITY OF FORT WORTH UTILITY CUP REPAIR STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CONTRACT 2018 Revised December 20,2012 Cily Project No.UC-01 2018 k 3213 13-7 CONCRETE PAVING Page 7 of 22 1 2.3 ACCESSORIES [NOT USED] 2 2.4 SOURCE QUALITY CONTROL 3 A. Mix Design 4 1. Concrete Mix Design and Control 5 a. At least 10 calendar days prior to the start of concrete paving operations,the 6 Contractor shall submit a design of the concrete mix it proposes to use and a 7 full description of the source of supply of each material component. 8 b. The design of the concrete mix shall produce a quality concrete complying with 9 these specifications and shall include the following information: 10 1) Design Requirements and Design Summary 11 2) Material source 12 3) Dry weight of cement/cubic yard and type 13 4) Dry weight of fly ash/cubic yard and type,if used 14 5) Saturated surface dry weight of fine and coarse aggregates/cubic yard 15 6) Design water/cubic yard 16 7) Quantities,type, and name of admixtures with manufacturer's data sheets 17 8) Current strength tests or strength tests in accordance with ACI 318 18 9) Current Sieve Analysis and-200 Decantation of fine and coarse aggregates 19 and date of tests 20 10) Fineness modulus of fine aggregate 21 11) Specific Gravity and Absorption Values of fine and coarse aggregates 22 12) L.A. Abrasion of coarse aggregates 23 c. Once mix design approved by City,maintain intent of mix design and 24 maximum water to cement ratio. 25 d. No concrete may be placed on the job site until the mix design has been 26 approved by the City. 27 2. Quality of Concrete 28 a. Consistency 29 1) In general,the consistency of concrete mixtures shall be such that: 30 a) Mortar shall cling to the coarse aggregate 31 b) Aggregate shall not segregate in concrete when it is transported to the 32 place of deposit 33 c) Concrete, when dropped directly from the discharge chute of the mixer, 34 shall flatten out at the center of the pile,but the edges of the pile shall 35 stand and not flow 36 d) Concrete and mortar shall show no free water when removed from the 37 mixer 38 e) Concrete shall slide and not flow into place when transported in metal 39 chutes at an angle of 30 degrees with the horizontal f 40 f) Surface of the finished concrete shall be free from a surface film or 41 laitance 42 2) When field conditions are such that additional moisture is needed for the 43 final concrete surface finishing operation,the required water shall be 44 applied to the surface by hand sprayer only and be held to a minimum 45 amount. 46 3) The concrete shall be workable,cohesive,possess satisfactory finishing 47 qualities and be of the stiffest consistency that can be placed and vibrated 48 into a homogeneous mass. CITY OF FORT WORTH UTILITY CUT REPAIR STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CONTRACT 2018 Revised December 20,2012 City Project No.UC-01 2018 32 13 13-8 CONCRETE PAVING Page 8 of 22 1 4) Excessive bleeding shall be avoided. 2 5) If the strength or consistency required for the class of concrete being 3 produced is not secured with the minimum cement specified or without 4 exceeding the maximum water/cement ratio,the Contractor may use,or the 5 City may require, an approved cement dispersing agent (water reducer); or 6 the Contractor shall furnish additional aggregates, or aggregates with 7 different characteristics, or the Contractor may use additional cement in 8 order to produce the required results. 9 6) The additional cement may be permitted as a temporary measure, until 10 aggregates are changed and designs checked with the different aggregates 11 or cement dispersing agent. 12 7) The Contractor is solely responsible for the quality of the concrete 13 produced. 14 8) The City reserves the right to independently verify the quality of the 15 concrete through inspection of the batch plant,testing of the various 16 materials used in the concrete and by casting and testing concrete cylinders 17 or beams on the concrete actually incorporated in the pavement. 18 b. Standard Class 19 1) Unless otherwise shown on the Drawings or detailed specifications,the 20 standard class for concrete paving for streets and alleys is shown in the 21 following table: 22 CITY OF FORT WORTH UTILITY CU"r REPAIR STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CONTRACT 2018 Revised December 20,2012 City Project No,UC 012018 i �. 3213 13-9 CONCRETE PAVING Page 9 of 22 1 Standard Classes of Pavement Concrete Class of Minimum 28 Day Min. Maximum Course Concrete' Cementitious, Compressive, Water/ Aggregate Lb./CY Strength2 Cementitious, Maximum psi Ratio Size inch P 517 3600 0.49 1-112 H 564 4500 0.45 1-1/2 2 1.All exposed horizontal concrete shall have entrained-air. 3 2.Minimum Compressive Strength Required. 4 5 2) Machine-Laid concrete: CIass P 6 3) Hand-Laid concrete: Class H 7 c. High Early Strength Concrete(HES) 8 1) When shown on the Drawings or allowed,provide Class HES concrete for 9 very early opening of pavements area or leaveouts to traffic. 10 2) Design class HES to meet the requirements of class specified for concrete 11 pavement and a minimum compressive strength of 2,600 psi in 24 hours, 12 unless other early strength and time requirements are shown on the 13 Drawings allowed. 14 3) No strength overdesign is required. 15 16 Standard Classes of Pavement Concrete Class of Minimum 28 Day Min. Maximum Course Concrete' Cementitious Compressive Water/ Aggregate Lb./CY Strength2 Cementitious Maximum psi Ratio Size, inch HES 564 4500 0.45 1.1/2 17 18 d. Slump 19 1) Slump requirements for pavement and related concrete shall be as specified 20 in the following table: 21 22 Concrete Pavement Slump Requirements Concrete Use Recommended Maximum Design Acceptable it and Placement Placement Slump, Slump, inch inch Slip-Form/Form-Riding Paving 1-1/2 3 Hand Formed Paving 4 5 Sidewalk,Curb and Gutter,Concrete 4 5 Valley Gutter and Other Miscellaneous Concrete 23 24 2) No concrete shall be permitted with slump in excess of the maximums 25 shown. CITY OF FORT WORTH UTILITY CUT REPAIR STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CONTRACT 2018 Revised December 20,2012 City Project No.UC-012018 321313- 10 CONCRETE PAVING Page 10 of 22 1 3) Any concrete mix failing to meet the above consistency requirements, 2 although meeting the slump requirements, shall be considered 3 unsatisfactory, and the mix shall be changed to correct such unsatisfactory 4 conditions. 5 PART 3 - EXECUTION 6 3.1 INSTALLERS [NOT USED] 7 3.2 EXAMINATION[NOT USED] 8 3.3 PREPARATION[NOT USED] 9 3.4 INSTALLATION 10 A. Equipment 11 1. All equipment necessary for the construction of this item shall be on the project. 12 2. The equipment shall include spreading devices(augers),internal vibration, 13 tamping, and surface floating necessary to finish the freshly placed concrete in such 14 a manner as to provide a dense and homogeneous pavement. 15 3. Machine-Laid Concrete Pavement 16 a. Fixed-Form Paver. Fixed-form paving equipment shall be provided with forms 17 that are uniformly supported on a very firm subbase to prevent sagging under 18 the weight of machine. 19 b. Slip-Form Paver 20 1) Slip-form paving equipment shall be provided with traveling side forms of 21 sufficient dimensions,shape and strength so as to support the concrete 22 laterally for a sufficient length of time during placement. 23 2) City may reject use of Slip-Form Paver if paver requires over-digging and 24 impacts trees, mailboxes or other improvements. 25 4. Hand-Laid Concrete Pavement 26 a. Machines that do not incorporate these features, such as roller screeds or 27 vibrating screeds,shall be considered tools to be used in hand-laid concrete 28 construction, as slumps, spreading methods,vibration,and other procedures are 29 more common to hand methods than to machine methods. 30 5. City may reject equipment and stop operation if equipment does not meet 31 requirements. . 32 B. Concrete Mixing and Delivery 33 1. Transit Batching: shall not be used—onsite mixing not permitted 34 2. Ready Mixed Concrete 35 a. The concrete shall be produced in an approved method conforming to the 36 requirements of this specification and ASTM C94/C94M. City shall have access 37 ready mix to get samples of materials. 38 b. City shall have access to ready mix plant to obtain material samples. 39 c. When ready-mix concrete is used, sample concrete per ASTM C94 Alternate 40 Procedure 2: 41 1) As the mixer is being emptied, individual samples shall be taken after the 42 discharge of approximately 15 percent and 85 percent of the load. CrrY OF FORT WOIZTH UTILITY CUT REPAIR STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CONTRACT 2018 Revised December 20,2012 City Project No.UC-01 2018 i i 321313-1I CONCRETE PAVING Page 11 of 22 f 1 2) The method of sampling shall provide that the samples are representative of 2 widely separated portions,but not from the very ends of the batch. 3 d. The mixing of each batch, after all materials are in the drum, shall continue until 4 it produces a thoroughly mixed concrete of uniform mass as determined by 5 established mixer performance ratings and inspection,or appropriate uniformity 6 tests as described in ASTM C94. 7 e. The entire contents of the drum shall be discharged before any materials are 8 placed therein for the succeeding batch. 9 f. Retempering or remixing shall not be permitted. 10 3. Delivery 11 a. Deliver concrete at an interval not exceeding 30 minutes or as determined by 12 City to prevent cold joint. 13 4. Delivery Tickets 14 a. For all operations,the manufacturer of the concrete shall,before unloading, 15 furnish to the purchaser with each batch of concrete at the site a delivery ticket 16 on which is printed, stamped,or written, the following information to determine 17 that the concrete was proportioned in accordance with the approved mix design: 18 1) Name of concrete supplier 19 2) Serial number of ticket 20 3) Date 21 4) Truck number 22 5) Name of purchaser 23 6) Specific designation of job(name and location) 24 7) Specific class, design identification and designation of the concrete in 25 conformance with that employed in job specifications 26 8) Amount of concrete in cubic yards 27 9) Time loaded or of first mixing of cement and aggregates 28 10) Water added by receiver of concrete 29 11) Type and amount of admixtures 30 C. Subgrade 31 1. When manipulation or treatment of subgrade is required on the Drawings,the work 32 shall be performed in proper sequence with the preparation of the subgrade for 33 pavement. 34 2. The roadbed shall be excavated and shaped in conformity with the typical sections 35 and to the lines and grades shown on the Drawings or established by the City. 36 3. All holes,ruts and depressions shall be filled and compacted with suitable material 37 and, if required, the subgrade shall be thoroughly wetted and reshaped. 38 4. Irregularities of more than 1/2 inch.,as shown by straightedge or template, shall be 39 corrected. 40 5. The subgrade shall be uniformly compacted to at least 95 percent of the maximum 41 density as determined by ASTM D698. 42 6. Moisture content shall be within minus 2 percent to plus 4 percent of optimum. 43 7. The prepared subgrade shall be wetted down sufficiently in advance of placing the 44 pavement to ensure its being in a firm and moist condition. 45 8. Sufficient subgrade shall be prepared in advance to ensure satisfactory prosecution 46 of the work. CITY OF FORT WORTH UTILITY CUT REPAIR STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CONTRACT 2018 Revised December 20,2012 City Project No.UC-01 2018 4 321313-12 CONCRETE PAVING Page 12 of 22 1 9. The Contractor shall notify the City at least 24 hours in advance of its intention to 2 place concrete pavement. 3 10. After the specified moisture and density are achieved,the Contractor shall maintain 4 the subgrade moisture and density in accordance with this Section. 5 11. In the event that rain or other conditions may have adversely affected the condition 6 of the subgrade or base, additional tests may be required as directed by the City. 7 D. Placing and Removing Forms 8 1. Placing Forms 9 a. Forms for machine-laid concrete 10 1) The side forms shall be metal, of approved cross section and bracing, of a I l height no less than the prescribed edge thickness of the concrete section, 12 and a minimum of 10 feet in length for each individual form. 13 2) Forms shall be of ample strength and staked with adequate number of pins 14 capable of resisting the pressure of concrete placed against them and the 15 thrust and the vibration of the construction equipment operating upon them 16 without appreciable springing, settling or deflection. 17 3) The forms shall be free from warps,bends or kinks and shall show no 18 variation from the true plane for face or top. 19 4) Forms shall be jointed neatly and tightly and set with exactness to the 20 established grade and alignment. 21 5) Forms shall be set to line and grade at least 200 feet,where practicable, in 22 advance of the paving operations. 23 6) In no case shall the base width be less than 8 inches for a form 8 inches or 24 more in height. 25 7) Forms must be in firm contact with the subgrade throughout their length 26 and base width. 27 8) If the subgrade becomes unstable,forms shall be reset,using heavy stakes 28 or other additional supports may be necessary to provide the required 29 stability. 30 b. Forms for hand-laid concrete 31 1) Forms shall extend the full depth of concrete and be a minimum of 1-112 32 inches in thickness or equivalent when wooden forms are used,or be of a 33 gauge that shall provide equivalent rigidity and strength when metal forms 34 are used. 35 2) For curves with a radius of less than 250 feet, acceptable flexible metal or 36 wood forms shall be used. 37 3) All forms showing a deviation of 1/8 inch in 10 feet from a straight line 38 shall be rejected. 39 2. Settling. When forms settle over 1/8 inch under finishing operations,paving 40 operations shall be stopped the forms reset to line and grade and the pavement then 41 brought to the required section and thickness. 42 3. Cleaning. Forms shall be thoroughly cleaned after each use. 43 4. Removal. 44 a. Forms shall remain in place until the concrete has taken its final set. 45 b. Avoid damage to the edge of the pavement when removing forms. 46 c. Repair damage resulting from form removal and honeycombed areas with a 47 mortar mix within 24 hours after form removal unless otherwise approved. CITY OF FORT WORTH UTILITY CUT REPAIR STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CONTRACT 2018 Revised December 20,2012 City Project No.UC-01 2018 i 3213 13- 13 CONCRE'T'E PAVING Page 13 of 22 1 d. Clean joint face and repair honeycombed or damaged areas within 24 hours 2 after a bulkhead for a transverse construction joint has been removed unless 3 otherwise approved. 4 e. When forms are removed before 72 hours after concrete placement,promptly 5 apply membrane curing compound to the edge of the concrete pavement. 6 E. Placing Reinforcing Steel,Tie,and Dowel Bars 7 1. General 8 a. When reinforcing steel tie bars,dowels,etc., are required they shall be placed 9 as shown on the Drawings. 10 b_ All reinforcing steel shall be clean,free from rust in the form of loose or 11 objectionable scale, and of the type, size and dimensions shown on the 12 Drawings. 13 c. Reinforcing bars shall be securely wired together at the alternate intersections 14 and all splices and shall be securely wired at each intersection dowel and load- 15 transmission unit intersected. 16 d. All bars shall be installed in their required position as shown on the Drawings. 17 e. The storing of reinforcing or structural steel on completed roadway slabs 18 generally shall be avoided and,where permitted,such storage shall be limited 19 to quantities and distribution that shall not induce excessive stresses. 20 2. Splices 21 a. Provide standard reinforcement splices by lapping and tying ends. 22 b. Comply with ACI 318 for minimum lap of spliced bars where not specified on 23 the Drawings. 24 3. Installation of Reinforcing Steel 25 a. All reinforcing bars and bar mats shall be installed in the slab at the required 26 depth below the finished surface and supported by and securely attached to bar 27 chairs installed on prescribed longitudinal and transverse centers as shown by 28 sectional and detailed drawings on the Drawings. 29 b. Chairs Assembly. The chair assembly shall be similar and equal to that shown 30 on the Drawings and shall be approved by the City prior to extensive 31 fabrication. 32 c. After the reinforcing steel is securely installed above the subgrade as specified 33 in Drawings and as herein prescribed,no loading shall be imposed upon the 34 bar mats or individual bars before or during the placing or finishing of the 35 concrete. 36 4. Installation of Dowel Bars 37 a. Install through the predrilled joint filler and rigidly support in true horizontal 38 and vertical positions by an assembly of bar chairs and dowel baskets. 39 b_ Dowel Baskets 40 1) The dowels shall be held in position exactly parallel to surface and 41 centerline of the slab, by a dowel basket that is left in the pavement. 42 2) The dowel basket shall hold each dowel in exactly the correct position so 43 firmly that the dowel's position cannot be altered by concreting operations. ` 44 c. Dowel Caps 45 1) Install cap to allow the bar to move not less than 1-114 inch in either 46 direction. 47 5. Tie Bar and Dowel Placement 48 a. Place at mid-depth of the pavement slab, parallel to the surface. CrrY OF FORT WORTH UTILITY CUT REPAIR STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CONTRACT 2018 Revised December 20,2012 City Project No.UC-01 2018 32 13 13-14 CONCRETE.PAVING Page 14 of 22 1 b. Place as shown on the Drawings. 2 6. Epoxy for Tie and Dowel Bar Installation 3 1) Epoxy bars as shown on the Drawings. 4 2) Use only drilling operations that do not damage the surrounding operations. 5 3) Blow out drilled holes with compressed air. 6 4) Completely fill the drilled hole with approved epoxy before inserting the tie 7 bar into the hole. 8 5) Install epoxy grout and bar at least 6 inches embedded into concrete. 9 F. Joints 10 1. Joints shall be placed where shown on the Drawings or where directed by the City. 11 2. The plane of all joints shall make a right angle with the surface of the pavement. 12 3. No joints shall have an error in alignment of more than 1/2 inch at any point. 13 4. Joint Dimensions 14 a. The width of the joint shall be shown on the Drawings,creating the joint 15 sealant reservoir. 16 b. The depth of the joint shall be shown on the Drawings. 17 c. Dimensions of the sealant reservoir shall be in accordance with manufacturer's 18 recommendations. 19 d. After curing,the joint sealant shall be 1/8 inch to 1/4 inch below the pavement 20 surface at the center of the joint. 21 5. Transverse Expansion Joints 22 a. Expansion joints shall be installed perpendicularly to the surface and to the 23 centerline of the pavement at the locations shown on the Drawings, or as 24 approved by the City. 25 b. Joints shall be of the design width,and spacing shown on the Drawings,or as 26 approved by the City. 27 c. Dowel bars, shall be of the size and type shown on the Drawings, or as 28 approved by the City, and shall be installed at the specified spacing. 29 d. Support dowel bars with dowel baskets. 30 e. Dowels shall restrict the free opening and closing of the expansion join and 31 shall not make planes of weaknesses in the pavement. 32 f. Greased Dowels for Expansion Joints. 33 1) Coat dowels with a thin film of grease or other approved de-bonding 34 material. 35 2) Provide dowel caps on the lubricated end of each dowel bar. 36 g. Proximity to Existing Structures. When the pavement is adjacent to or around 37 existing structures,expansions joints shall be constructed in accordance with 38 the details shown on the Drawings. 39 6. Transverse Contraction Joints 40 a. Contraction or dummy joints shall be installed at the locations and at the 41 intervals shown on the Drawings. 42 b. Joints shall be of the design width, and spacing shown on the Drawings,or as 43 approved by the City. 44 c. Dowel bars, shall be of the size and type shown on the Drawings, or as 45 approved by the City, and shall be installed at the specified spacing. 46 d. Joints shall be sawed into the completed pavement surface as soon after initial 47 concrete set as possible so that some raveling of the concrete is observed in 48 order for the sawing process to prevent uncontrolled shrinkage cracking. Cl"1'Y OF FORT WORTH u'r1L1TY CU"r REPAIR STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CONTRACT 2018 Revised December 20,2012 City Project No.UC-01 2018 . 32 13 13-15 CONCRETE PAVING Page 15 of 22 1 c. The joints shall be constructed by sawing to a 114 inch width and to a depth of 2 113 inch(114 inch permitted if limestone aggregate used) of the actual 3 pavement thickness,or deeper if so indicated on the Drawings. 4 f. Complete sawing as soon as possible in hot weather conditions and within a 5 maximum of 24 hours after saw cutting begins under cool weather conditions. 6 g. If sharp edge joints are being obtained, the sawing process shall be sped up to 7 the point where some raveling is observed. 8 h. Damage by blade action to the slab surface and to the concrete immediately 9 adjacent to the joint shall be minimized. 10 i. Any portion of the curing membrane which has been disturbed by sawing 11 operations shall be restored by spraying the areas with additional curing 12 compound. 13 7_ Transverse Construction Joints 14 a. Construction joints formed at the close of each day's work or when the placing 15 of concrete has been stopped for 30-minutes or longer shall be constructed by j 16 use of metal or wooden bulkheads cut true to the section of the finished 17 pavement and cleaned. 18 b. Wooden bulkheads shall have a thickness of not less than 2-inch stock material. 19 c. Longitudinal bars shall be held securely in place in a plane perpendicular to the 20 surface and at right angles to the centerline of the pavement. 21 d. Edges shall be rounded to 1/4 inch radius. 22 e. Any surplus concrete on the subgrade shall be removed upon the resumption of 23 the work. 24 8. Longitudinal Construction Joints 25 a. Longitudinal construction joints shall be of the type shown on the Drawings. 26 9. Joint Filler 27 a. Joint filler shall be as specified in 2.2.I of the size and shape shown on the 28 Drawings. 29 b. Redwood Board joints shall be used for all pavement joints except for 30 expansion joints that are coincident with a butt joint against existing 31 pavements. 32 c. Boards with less than 25-percent of moisture at the time of installation shall be 33 thoroughly wetted on the job. 34 d. Green lumber of much higher moisture content is desirable and acceptable. 35 e. The joint filler shall be appropriately drilled to admit the dowel bars when 36 required. 37 f. The bottom edge of the filler shall extend to or slightly below the bottom of the 38 slab. The top edge shall be held approximately 112 inch below the finished 39 surface of the pavement in order to allow the finishing operations to be 40 continuous. 41 g. The joint filler may be composed of more than one length of board in the 42 length of joint,but no board of a length less than 6 foot may be used unless 43 otherwise shown on the Drawings. 44 h. After the removal of the side forms, the ends of the joints at the edges of the 45 slab shall be carefully opened for the entire depth of the slab. 46 10. Joint Scaling. Routine pavement joints shall be filled consistent with paving details 47 and as specified in Section 32 13 73. Materials shall generally be handled and 48 applied according to the manufacturer's recommendations as specified in Section 49 321373, CITY OF FORT WORTH UTILITY CUT REPAIR STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CONTRACT 2018 Revised December 20,2012 City Project No.UC-01 2018 32 13 13- 16 CONCRETE PAVING Page 16 of 22 1 G. Placing Concrete 2 1. Unless otherwise specified in the Drawings,the finished pavement shall be 3 constructed monolithically and constructed by machined laid method unless 4 impractical. 5 2. The concrete shall be rapidly deposited on the subgrade in successive batches and 6 shall be distributed to the required depth and for the entire width of the pavement 7 by shoveling or other approved methods. 8 3. Any concrete not placed as herein prescribed within the time limits in the following 9 table will be rejected. Time begins when the water is added to the mixer. 10 Temperature--Time Requirements .Concrete Temperature .Max Time—minutes .Max Time—minutes .(at point ofplacement) .(no retarding agent) .(with retarding a ent)t Non-Agitated Concrete All temperatures _45 .45 _Agitated Concrete Above 90'F _Time may be reduced by -75 City Above 75°F thru 90°F _60 _90 _75°F and Below _60 _120 11 1 Normal dosage of retarder. 12 13 4. Rakes shall not be used in handling concrete. 14 5. At the end of the day, or in case of unavoidable interruption or delay of more than 15 30 minutes or longer to prevent cold joints, a transverse construction joint shall be 16 placed in accordance with 3.4.F.7 of this Section. 17 6. Honeycombing 18 a. Special care shall be taken in placing and spading the concrete against the 19 forms and at all joints and assemblies so as to prevent honeycombing. 20 b. Excessive voids and honeycombing in the edge of the pavement,revealed by 21 the removal of the side forms,may be cause for rejection of the section of slab 22 in which the defect occurs. 23 H. Finishing 24 1. Machine 25 a. Tolerance Limits 26 1) While the concrete is still workable,it shall be tested for irregularities with 27 a 10 foot straightedge placed parallel to the centerline of the pavement so as 28 to bridge depressions and to touch all high spots. 29 2) Ordinates measured from the face of the straightedge to the surface of the 30 pavement shall at no place exceed 1116 inch-per-foot from the nearest point 31 of contact. 32 3) In no case shall the maximum ordinate to a 10 foot straightedge be greater 33 than 118 inch. CITY OF FORT WORTH UTILITY CUT REPAIR STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CONTRACT 2018 Revised December 20,2012 City Project No.UC-01 2018 i 32 13 13-17 CONCRETE PAVING Page 17 of 22 i 1 4) Any surface not within the tolerance limits shall be reworked and 2 refinished. 3 b. Edging 4 1) The edges of slabs and all joints requiring edging shall be carefully tooled 5 with an edger of the radius required by the Drawings at the time the 6 concrete begins to take its"set" and becomes non-workable. 7 2) All such work shall be left smooth and true to lines. 8 2. Hand 9 a. Hand finishing permitted only in intersections and areas inaccessible to a 10 finishing machine. 1 I b. When the hand method of striking off and consolidating is permitted,the 12 concrete,as soon as placed, shall be approximately leveled and then struck off 13 with screed bar to such elevation above grade that,when consolidated and 14 finished,the surface of the pavement shall be at the grade elevation shown on 15 the Drawings. 16 c. A slight excess of material shall be kept in front of the cutting edge at all times. 17 d. The straightedge and joint finishing shall be as prescribed herein. i 18 I. Curing 19 1. The curing of concrete pavement shall be thorough and continuous throughout the 20 entire curing period. 21 2. Failure to provide proper curing as herein prescribed shall be considered as 22 sufficient cause for immediate suspension of the paving operations. 23 3. The curing method as herein specified does not preclude the use of any of the other 24 commonly used methods of curing, and the City may approve another method of 25 curing if so requested by the Contractor. 26 4. If any selected method of curing does not afford the desired results,the City shall 27 have the right to order that another method of curing be instituted. 28 5. After removal of the side forms,the sides of the slab shall receive a like coating 29 before earth is banked against them. 30 6. The solution shall be applied,under pressure with a spray nozzle,in such a manner 31 as to cover the entire surfaces thoroughly and completely with a uniform film. 32 7. The rate of application shall be such as to ensure complete coverage and shall not 33 exceed 20-square-yards-per-gallon of curing compound. 34 8. When thoroughly dry, it shall provide a continuous and flexible membrane, free 35 from cracks or pinholes, and shall not disintegrate, check,peel or crack during the C 36 curing period. 37 9. If for any reason the seal is broken during the curing period, it shall be immediately 38 repaired with additional sealing solution. 39 10. When tested in accordance with ASTM C156 Water Retention by Concrete Curing 40 Materials,the curing compound shall provide a film which shall have retained 41 within the test specimen a percentage of the moisture present in the specimen when 42 the curing compound was applied according to the following. 43 11. Contractor shall maintain and properly repair damage to curing materials on 44 exposed surfaces of concrete pavement continuously for a least 72 hours. 45 J. Monolithic Curbs CITY OF FORT WORTH UTILITY CUT REPAIR STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CONTRACT 2018 Revised December 20,2012 City Project No. 120 2018 32 1313-18 CONCRETE PAVING Page 18 of 22 1 1. Concrete for monolithic curb shall be the same as for the pavement and, if carried 2 back from the paving mixer, shall be placed within 20-minutes after being mixed. 3 2. After the concrete has been struck off and sufficiently set,the exposed surfaces 4 shall be thoroughly worked with a wooden flat. 5 3. The exposed edges shall be rounded by the use of an edging tool to the radius 6 indicated on the Drawings. 7 4. All exposed surfaces of curb shall be brushed to a smooth and uniform surface. 8 K. Alley Paving 9 l. Alley paving shall be constructed in accordance with the specifications for concrete 10 paving hereinbefore described,in accordance with the details shown on the 11 Drawings, and with the following additional provisions: 12 a. Alley paving shall be constructed to the typical cross sections shown on the 13 Drawings. 14 b. Transverse expansion joints of the type shown on the Drawings shall be 15 constructed at the property line on each end of the alley with a maximum 16 spacing of 600 feet. 17 c. Transverse contraction and dummy joints shall be placed at the spacing shown 18 on the Drawings. 19 d. Contraction and dummy joints shall be formed in such a manner that the 20 required joints shall be produced to the satisfaction of the City. 21 e. All joints shall be constructed in accordance with this specification and filled 22 in accordance with the requirement of Section 32 13 73. 23 L. Pavement Leaveouts 24 1. Pavement leaveouts as necessary to maintain and provide for local traffic shall be 25 provided at location indicated on the Drawings or as directed by the City. 26 2. The extent and location of each leaveout required and a suitable crossover 27 connection to provide for traffic movements shall be determined in the field by the 28 City, 29 3.5 REPAIR 30 A. Repair of concrete pavement concrete shall be consistent with the Drawings and as 31 specified in Section 32 01 29. 32 3.6 RE-INSTALLATION [NOT USED] 33 3.7 SITE QUALITY CONTROL 34 A. Concrete Placement 35 1. Place concrete using a fully automated paving machine. Hand paving only 36 permitted in areas such as intersections where use of paving machine is not 37 practical 38 a. All concrete pavement not placed by hand shall be placed using a fully 39 automated paving machine as approved by the City. 40 b. Screeds will not be allowed except if approved by the City. 41 B. Testing of Materials 42 1. Samples of all materials for test shall be made at the expense of the City,unless 43 otherwise specified in the special provisions or in the Drawings. CITY OF FORT WORTII UTILITY CUT REPAIR STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CONTRACT 2018 Revised December 20,2012 City Project No.UC-01 2018 I 32 13 13-19 CONCRETE PAVING Page 19 of 22 1 1 2. In the event the initial sampling and testing does not comply with the specifications, 2 all subsequent testing of the material in order to determine if the material is 3 acceptable shall be at the Contractor's expense at the same rate charged by the 4 commercial laboratories. 5 3. All testing shall be in accordance with applicable ASTM Standards and concrete 6 testing technician must be ACI certified or equivalent. 7 C. Pavement Thickness Test 8 1. Upon completion of the work and before final acceptance and final payment shall 9 be made,pavement thickness test shall be made by the City. 10 2. The number of tests and location shall be at the discretion of the City, unless 11 otherwise specified in the special provisions or on the Drawings. 12 3. The cost for the initial pavement thickness test shall be the expense of the City. 13 4. In the event a deficiency in the thickness of pavement is revealed during normal 14 testing operations, subsequent tests necessary to isolate the deficiency shall be at 15 the Contractor's expense. 16 5. The cost for additional coring test shall be at the same rate charged by commercial 17 laboratories. 18 6. Where the average thickness of pavement in the area found to be deficient in 19 thickness by more than 0.20 inch,but not more than 0.50 inch,payment shall be 20 made at an adjusted price as specified in the following table. I 21 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 22 23 7. Any area of pavement found deficient in thickness by more than 0.50 inch but not 24 more than 0.75 inch or 1110 of the thickness specified on the Drawings,whichever 25 is greater, shall be evaluated by the City. 26 8. If, in the judgment of the City the area of such deficiency should not be removed 27 and replaced,there shall be no payment for the area retained. 28 9. If,in the judgment of the City,the area of such deficiency warrants removal, the 29 area shall be removed and replaced,at the Contractor's entire expense, with 30 concrete of the thickness shown on the Drawings. 31 10. Any area of pavement found deficient in thickness by more than 0.75 inch or more 32 than 1110 of the plats thickness, whichever is greater, shall be removed and 33 replaced, at the Contractor's entire expense, with concrete of the thickness shown 34 on the Drawings. 35 11. No additional payment over the contract unit price shall be made for any pavement 36 of a thickness exceeding that required by the Drawings. 37 D. Pavement Strength Test CITY OF FORT WORTH UTILrI'Y CUT REPAIR STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CONTRACT 2018 Revised December 20,2012 City Project No.UC-01 2018 3213 13-20 CONCRETE PAVING Page 20 of 22 1 1. During the progress of the work the City shall provide trained technicians to cast 2 test cylinders for conforming to ASTM C31,to maintain a check on the 3 compressive strengths of the concrete being placed. 4 2. After the cylinders have been cast,they shall remain on the job site and then 5 transported,moist cured, and tested by the City in accordance with ASTM C31 and 6 ASTM C39. 7 3. In each set, 1 of the cylinders shall be tested at 7 days,2 cylinders shall be tested at 8 28 days, and 1 cylinder shall be held or tested at 56 days, if necessary. 9 4. If the 28 day test results indicate deficient strength,the Contractor may, at its option 10 and expense, core the pavement in question and have the cores tested by an 11 approved laboratory, in accordance with ASTM C42 and ACI 318 protocol,except 12 the average of all cores must meet 100 percent of the minimum specified strength, 13 with no individual core resulting in less than 90 percent of design strength,to 14 override the results of the cylinder tests. 15 5. Cylinders and/or cores must meet minimum specified strength. If cylinders do not 16 meet minimum specified strength, additional cores shall be taken to identify the 17 limits of deficient concrete pavement at the expense of the Contractor. 18 6. Cylinders and/or cores must meet minimum specified strength. Pavement not 19 meeting the minimum specified strength shall be subject to the money penalties or 20 removal and placement at the Contractor's expense as show in the following table. 21 Percent Deficient Percent of Contract Price Allowed Greater Than 0 percent-Not More Than 10 percent 90- ereent 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 22 23 7. The amount of penalty shall be deducted from payment due to Contractor; such as 24 penalty deducted is to defray the cost of extra maintenance. 25 8. The strength requirements for structures and other concrete work are not altered by 26 the special provision. 27 9. No additional payment over the contract unit price shall be made for any pavement 28 of strength exceeding that required by the Drawings and/or specifications. 29 E. Cracked Concrete Acceptance Policy 30 1. If cracks exist in concrete pavement upon completion of the project,the Project 31 Inspector shall make a determination as to the need for action to address the 32 cracking as to its cause and recommended remedial work. 33 2. If the recommended remedial work is routing and scaling of the cracks to protect 34 the subgrade,the Inspector shall make the determination as to whether to rout and 35 seal the cracks at the time of final inspection and acceptance or at any time prior to 36 the end of the project maintenance period. The Contractor shall perform the routing 37 and sealing work as directed by the Project Inspector,at no cost to the City, 38 regardless of the cause of the cracking. CITY OF FORE'WORTH UTILITY CUT REPAIR STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CONTRACT 2018 Revised December 20,2012 City Project No.UC-01 2018 321313-21 CONCRETE PAVING Page 21 of 22 1 3. If remedial work beyond routing and sealing is determined to be necessary, the 2 Inspector and the Contractor will attempt to agree on the cause of the cracking. If 3 agreement is reached that the cracking is due to deficient materials or workmanship, 4 the Contractor shall perform the remedial work at no cost to the City. Remedial 5 work in this case shall be limited to removing and replacing the deficient work with 6 new material and workmanship that meets the requirements of the contract. 7 4. If remedial work beyond routing and sealing is determined to be necessary,and the 8 Inspector and the Contractor agree that the cause of the cracking is not deficient 9 materials or workmanship,the City may request the Contractor to provide an 10 estimate of the cost of the necessary remedial work and/or additional work to I 1 address the cause of the cracking, and the Contractor will perform that work at the 12 agreed-upon price if the City elects to do so. 13 5. If remedial work is necessary, and the Inspector and the Contractor cannot agree on 14 the cause of the cracking,the City may hire an independent geotechnical engineer 15 to perform testing and analysis to determine the cause of the cracking. The 16 contractor will escrow 50 percent of the proposed costs of the geotechnical contract 17 with the City. The Contractor and the City shall use the services of a geotechnical 18 firm acceptable to both parties. 19 6. If the geotechnical engineer determines that the primary cause of the cracking is the 20 Contractor's deficient material or workmanship, the remedial work will be 21 performed at the Contractor's entire expense and the Contractor will also reimburse 22 the City for the balance of the cost of the geotechnical investigation over and above 23 the amount that has previously been escrowed. Remedial work in this case shall be 24 limited to removing and replacing the deficient work with new material and 25 workmanship that meets the requirements of the contract. 26 7. If the geotechnical engineer determines that the primary cause of the cracking is not 27 the Contractor's deficient material or workmanship,the City will return the 28 escrowed funds to the Contractor. The Contractor,on request,will provide the City 29 an estimate of the costs of the necessary remedial work and/or additional work and 30 will perform the work at the agreed-upon price as directed by the City. 31 3.8 SYSTEM STARTUP [NOT USED] 32 3.9 ADJUSTING [NOT USED] 33 3.10 CLEANING[NOT USED] 34 311 CLOSEOUT ACTIVITIES [NOT USED] 35 3.12 PROTECTION[NOT USED] 36 3.13 MAINTENANCE[NOT USED] 37 3.14 ATTACHMENTS'[NOT USED] 38 CITY OF FORT WORTH UTILITY CUT REPAIR STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CONTRACT 2018 Revised December 20,2012 City Project No.UC-01 2018 I 3213 13-22 CONCRETE PAVING Page 22 of 22 1 END OF SECTION 2 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 Rademakcr 2.2.D—Modified to clarify acceptable fly ash substitution in concrete paving 3 CITY OF FORT WORTH UTILI'T'Y CUT REPAIR STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CONTRACT 2018 Revised December 20,2012 City Project No.UC-01 2019 I 3291 19-1 TOPSOIL PLACEMENT AND FINISHING OF PARKWAYS Page 1 of 3 I 1 SECTION 32 9119 2 TOPSOIL PLACEMENT AND FINISHING OF PARKWAYS 3 PART1 - GENERAL 4 1.1 SUMMARY 5 A. Section Includes: 6 1. Furnish and place topsoil to the depths and on the areas shown on the Drawings. 7 B. Deviations from this City of Fort Worth Standard Specification 8 1. TOP SOIL- 9 Where directed by the engineer,top soil shall be applied in accordance with 10 "Top Soil Placement and Parkway Finishing"(32 91 19)except as follows: All 11 labor,equipment,tools and incidentals shall be included in the Square Yard 12 bid price for top soil. 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. Measurement 19 a. Measurement for this Item shall be by cubic yard of Topsoil in place. 20 2. Payment 21 a. The work performed and materials furnished in accordance with this Item and 22 measured as provided under"Measurement"will be paid for at the unit price 23 bid per cubic yard of Topsoil. 24 b. All excavation required by this Item in cut sections shall be measured in 25 accordance with provisions for the various excavation items involved with the 26 provision that excavation will be measured and paid for once,regardless of the 27 manipulations involved. 28 3. The price bid shall include: 29 a. Furnishing Topsoil 30 b. Loading i 31 c. Hauling 32 d. Placing 33 1.3 REFERENCES [NOT USED] 34 1.4 ADMINISTRATIVE REQUIREMENTS [NOT USED] 35 1.5 ACTION SUBMITTALS [NOT USED] 36 1.6 ACTION SUBMITTALSANFORMATIONAL SUBMITTALS [NOT USED] 37 1.7 CLOSEOUT SUBMITTALS [NOT USED] 38 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 39 1.9 QUALITY ASSURANCE[NOT USED] CrrY OF FORT WORTH U`rILITY CUT REPAIR STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CONTRACT 2018 Revised December 20,2012 City Project No.UC-01 2018 3291 19-2 TOPSOIL PLACEMENT AND FINISHING OF PARKWAYS Page 2 of 3 1 1.10 DELIVERY,STORAGE,AND HANDLING [NOT USED] 2 1.11 FIELD [SITE] CONDITIONS [NOT USED] 3 1.12 WARRANTY f NOT USED] 4 PART 2 - PRODUCTS 5 2.1 OWNER-FURNISHED [ox] OWNER-SUPPLIEDPRODUCTS [NOT USED] 6 2.2 MATERIALS 7 A. Topsoil 8 1. Use easily cultivated,fertile topsoil that: 9 a. Is free from objectionable material including subsoil, weeds,clay lumps,non- 10 soil materials,roots,stumps or stones larger than 1.5 inches I I b. Has a high resistance to erosion 12 c. Is able to support plant growth 13 2. Secure topsoil from approved sources. 14 3. Topsoil is subject to testing by the City. 15 4. pH: 5.5 to 8.5. 16 5. Liquid Limit: 50 or less 17 6. Plasticity Index: 20 or less 18 7. Gradation: maximum of 10 percent passing No. 200 sieve 19 B. Water: Clean and free of industrial wastes and other substances harmful to the growth 20 of vegetation 21 2.3 ACCESSORIES [NOT USED] 22 2.4 SOURCE QUALITY CONTROL[NOT USED] 23 PART 3 - EXECUTION 24 3.1 INSTALLERS [NOT USED] 25 3.2 EXAMINATION [NOT USED] 26 3.3 PREPARATION [NOT USED] 27 3.4 INSTALLATION 28 A. Finishing of Parkways 29 1. Smoothly shape parkways, shoulders, slopes, and ditches. 30 2. Cut parkways to finish grade prior to the placing of any improvements in or 31 adjacent to the roadway. 32 3. In the event that unsuitable material for parkways is encountered,extend the depth 33 of excavation in the parkways 6 inches and backfill with top soil. 34 4. Make standard parkway grade perpendicular to and draining to the curb line. 35 a. Minimum: 114 inch per foot 36 b. Maximum: 4:1 37 c. City may approve variations from these requirements in special cases. CITY OF FORT WORTH UTILITY CUT REPAIR STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CONTRACT 2018 Revised December 20,2012 City Project No.UC-01 2018 i 3291 19-3 TOPSOIL PLACEMENT AND FINISHING OF PARKWAYS Page 3 of 3 1 5. Whenever the adjacent property is lower than the design curb grade and runoff 2 drains away from the street,the parkway grade must be set level with the top of the 3 curb. } 4 6. The design grade from the parkway extends to the back of the walk line. 5 7. From that point(behind the walk),the grade may slope up or down at maximum ! 6 slope of 4:1. 7 B. Placing of Topsoil 8 1. Spread the topsoil to a uniform loose cover at the thickness specified. 9 2. Place and shape the topsoil as directed. 10 3. Hand rake finish a minimum of 5 feet from all flatwork. 11 4. Tamp the topsoil with a light roller or other suitable equipment. 12 3.5 REPAIR/RESTORATION] [NOT USED] 13 3.6 RE-INSTALLATION[NOT USED] 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 CITY OF FORT WORTH UTILITY CUT REPAIR STANDARD CONS'T'RUCTION SPECIFICATION DOCUM ENTS CONTRACT 2018 i Revised December 20,2012 City Project No.UC-01 2018 i i 3305 14-1 ADJUSTING MANHOLES,INLETS,VALVE BOXES,AND OTHER STRUCTURES TO GRADE Page I of 8 1 SECTION 33 0511 2 ADJUSTING MANHOLES,INLETS, VALVE BOXES,AND OTHER STRUCTURES TO 3 GRADE 4 PARTI - 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. WATER METER AND METER BOX RELOCATION AND ADJUSTMENT- 11 This item shall include raising or lowering an existing meter box to the 12 parkway grade specified.No payment will be made for adjusting existing 13 boxes which are within 0.001 feet of specified parkway grade. The unit price 14 bid shall be full and sufficient payment for all labor,equipment and materials 15 used in the adjustment of the meter box. 16 2. ADJUST WATER VALVE BOXES MANHOLES AND VAULTS- 17 Contractor will be responsible for adjusting water valve boxes,manholes and 18 vaults to match new pavement grade.The unit price bid will be full payment t 9 for materials including all labor,equipment,tools and incidentals necessary to 20 complete the work. 21 C. Related Specification Sections include,but are not necessarily limited to: 22 1. Division 0—Bidding Requirements, Contract Forms,and Conditions of the 23 Contract 24 2. Division 1 —General Requirements 25 3. Section 32 01 17—Permanent Asphalt paving Repair 26 4. Section 32 01 29—Concrete Paving Repair 27 5. Section 33 05 10—Utility Trench Excavation,Embedment and Backfill 28 6. Section 33 05 13—Frame, Cover and Grade Rings 29 7. Section 33 39 10—Cast-in-Place Concrete Manholes 30 8. Section 33 39 20—Precast Concrete Manholes 31. 9. Section 33 12 20—Resilient Seated(Wedge)Gate Valve 32 10. Section 33 12 21 —AWWA Rubber-Seated Butterfly Valve 33 11. Section 33 04 11 —Corrosion Control Test Station 34 12. Section 33 04 12--Magnesium Anode Cathodic Protection System 35 1.2 PRICE AND PAYMENT PROCEDURES 36 A. Measurement and Payment 37 1. Manhole—Minor Adjustment 38 a. Measurement CITY OF FORT WORTH UTILITY CUT REPAIR STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CONTRACT 2018 Revised December 20,2012 City Project No.UC-01 2018 3305 14-2 ADJUSTING MANHOLES,INLETS,VALVE BOXES,AND OTHER STRUCTURES TO GRADE Page 2 of 8 1 1) Measurement for this Item shall be per each adjustment using only grade 2 rings or other minor adjustment devices to raise or lower a manhole to a 3 grade as specified on the Drawings. 4 b. Payment 5 1) The work performed and the materials furnished in accordance with this 6 Item will be paid for at the unit price bid per each"Manhole Adjustment, 7 Minor"completed. 8 c, The price bid shall include: 9 1) Pavement removal 10 2) Excavation 11 3) Hauling 12 4) Disposal of excess material 13 5) Grade rings or other adjustment device 14 6) Reuse of the existing manhole frame and cover 15 7) Furnishing, placing and compaction of embedment and backfill 16 8) Concrete base material 17 9) Permanent asphalt patch or concrete paving repair,as required 18 10) Clean-up 19 2. Manhole-Major Adjustment 20 a. Measurement 21 1) Measurement for this Item shall be per each adjustment requiring structural 22 modifications to raise or lower a manhole to a grade as specified on the 23 Drawings. 24 b. Payment 25 1) The work performed and the materials furnished in accordance with this 26 Item will be paid for at the unit price bid per each"Manhole Adjustment, 27 Major"completed. 28 c, The price bid shall include: 29 1) Pavement removal 30 2) Excavation 31 3) Hauling 32 4) Disposal of excess material 33 5) Structural modifications,grade rings or other adjustment device 34 6) Reuse of the existing manhole frame and cover 35 7) Furnishing,placing and compaction of embedment and backfill 36 8) Concrete base material 37 9) Permanent asphalt patch or concrete paving repair,as required 38 10) Clean-up 39 3. Manhole -Major Adjustment with Frame and Cover 40 a. Measurement 41 1) Measurement for this Item shall be per each adjustment requiring structural 42 modifications to raise or lower a manhole to a grade specified on the 43 Drawings or structural modifications for a manhole requiring a new frame 44 and cover,often for changes to cover diameter. 45 b. Payment 46 1) The work performed and the materials furnished in accordance with this 47 Item will be paid for at the unit price bid per each"Manhole Adjustment, 48 Major wl Cover"completed. 49 c. The price bid shall include: CITY OF FORT WORTH UTILITY CUT REPAIR STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CONTRACT 2018 Revised December 20,2012 City Project No.LTC-01 2018 330514-3 ADJUSTING MANHOLES,INLETS,VALVE BOXES,AND OTHER STRUCTURES 7'0 GRADE Page 3 of 8 1 1) Pavement removal 2 2) Excavation 3 3) Hauling 4 4) Disposal of excess material 5 5) Structural modifications,grade rings or other adjustment device 6 6) Frame and cover 7 7) Furnishing,placing and compaction of embedment and backfill 8 8) Concrete base material 9 9) Permanent asphalt patch or concrete paving repair,as required 10 IO) Clean-up 11 4. Inlet 12 a. Measurement 13 1) Measurement for this Item shall be per each adjustment requiring structural 14 modifications to inlet to a grade specified on the Drawings. 15 b. Payment 16 1) The work performed and the materials furnished in accordance with this 17 Item will be paid for at the unit price bid per each"Inlet Adjustment" 18 completed. 19 c. The price bid shall include: 20 1) Pavement removal 21 2) Excavation 22 3) Hauling 23 4) Disposal of excess material 24 5) Structural modifications 25 6) Furnishing,placing and compaction of embedment and backfill 26 7) Concrete base material, as required 27 8) Surface restoration,permanent asphalt patch or concrete paving rep-air, as 28 required 29 9) Clean-up 30 5. Valve Box 31 a. Measurement 32 1) Measurement for this Item shall be per each adjustment to a grade specified 33 on the Drawings. 34 b. Payment 35 1) The work performed and the materials furnished in accordance with this 36 Item will be paid for at the unit price bid per each"Valve Box Adjustment" 37 completed. 38 c. The price bid shall include: 39 1) Pavement removal 40 2) Excavation 41 3) Hauling 42 4) Disposal of excess material 43 5) Adjustment device 44 6) Furnishing,placing and compaction of embedment and backfill 45 7) Concrete base material, as required 46 8) Surface restoration,permanent asphalt patch or concrete paving repair, as 47 required 48 9) Clean-up 49 6. Cathodic Protection Test Station CITY OF FORT WORTH UTILITY CUT REPAIR STANDARD CONSTRUCTION SPECIHCCAT[ON DOCUMENTS CONTRACT 2018 Revised December 20,2012 City Project No.UC-01 2018 330514-4 ADJUSTING MANHOLES,INLETS,VALVE BOXES,AND OTHER STRUCTUI�FS TO GRADE Page 4 of 8 1 a. Measurement 2 1) Measurement for this Item shall be per each adjustment to a grade specified 3 on the Drawings. 4 b. Payment 5 1) The work performed and the materials furnished in accordance with this 6 Item will be paid for at the unit price bid per each"Cathodic Protection 7 Test Station Adjustment"completed. 8 c. The price bid shall include: 9 1) Pavement removal 10 2) Excavation 11 3) Hauling 12 4) Disposal of excess material 13 5) Adjustment device 14 6) Furnishing,placing and compaction of embedment and backfill 15 7) Concrete base material, as required 16 8) Surface restoration,permanent asphalt patch or concrete paving repair,as 17 required 18 9) Clean-up 19 7, Fire Hydrant 20 a. Measurement 21 1) Measurement for this Item shall be per each adjustment requiring stem 22 extensions to meet a grade specified by the Drawings. 23 b. Payment 24 1) The work performed and the materials furnished in accordance with this 25 Item will be paid for at the unit price bid per each"Fire Hydrant Stem 26 Extension"completed. 27 c. The price bid shall include: 28 1) Pavement removal 29 2) Excavation 30 3) Hauling 31 4) Disposal of excess material 32 5) Adjustment materials 33 6) Furnishing,placing and compaction of embedment and backfill 34 7) Concrete base material,as required 35 8) Surface restoration,permanent asphalt patch or concrete paving repair, as 36 required 37 9) Clean-up 38 8. Miscellaneous Structure This Itent is intenfled for a unique structure. did Item 39 should include details to identify the specific structure(i.e.Miscellcaneou Structurc 40 Adjustment, Sta. 1+00.) 41 a. Measurement 42 1) Measurement for this Item shall be per each adjustment requiring structural 43 modifications to said structure to a grade specified on the Drawings. 44 b. Payment 45 1) The work performed and the materials furnished in accordance with this 46 Item will be paid for at the unit price bid per each"Miscellaneous Structure 47 Adjustment"completed. 48 c. The price bid shall include: 49 1) Pavement removal CITY OF FORT WORTH UTILITY CU`r REPAIR STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CONTRACT 2018 Revised December 20,2012 City Pmject No.UC-01 2018 i 330514-5 ADJUSTING MANHOLES,INLETS,VALVE BOXES,AND OTHER STRUCTURES TO GRADE Page 5 of 8 1 2) Excavation 2 3) Hauling 3 4) Disposal of excess material 4 5) Structural modifications 5 6) Furnishing,placing and compaction of embedment and backfill 6 7) Concrete base material 7 8) Permanent asphalt patch or concrete paving repair, as required 8 9) Clean-up 9 1.3 REFERENCES 10 A. Definitions 11 1. Minor Adjustment 12 a. Refers to a small elevation change performed on an existing manhole where the 13 existing frame and cover are reused. 14 2. Major Adjustment 15 a. Refers to a significant elevation change performed on an existing manhole 16 which requires structural modification or when a 24-inch ring is changed to a 17 30-inch ring. 18 B. Reference Standards 19 1. Reference standards cited in this Specification refer to the current reference 20 standard published at the time of the latest revision date logged at the end of this 21 Specification,unless a date is specifically cited. 22 2. Texas Commission on Environmental Quality (TCEQ): ' 23 a. Title 30,Part I, Chapter 217, Subchapter C,Rule 217.55 —Manholes and 24 Related Structures. 25 1.4 ADMINISTRATIVE REQUIREMENTS [NOT USED] 26 1.5 SUBMITTALS [NOT USED] 27 1.6 ACTION SUBMITTALSANFORMATIONAL SUBMITTALS [NOT USED] 28 1.7 CLOSEOUT SUBMITTALS [NOT USED] 29 LS MAINTENANCE MATERIAL SUBMITTALS f NOT USED] 30 1.9 QUALITY ASSURANCE [NOT USED] 31 1.10 DELIVERY,STORAGE,AND HANDLING [NOT USED] 32 111 FIELD [SITE] CONDITIONS [NOT USED] 33 1.12 WARRANTY [NOT USED] 34 PART 2- PRODUCTS 35 2.1 OWNER-FURNISHED[OR] OWNER-SUPPLIED PRODUCTS [NOT USED] 36 2.2 MATERIALS 37 A. Cast-in-Place Concrete CITY OF FORT WORTH UTILITY CUT REPAIR STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CONTRACT 2018 Revised December 20,2012 City Project No.UC-01 2018 330514-6 ADJUSTING MANHOLES,INLE'T'S,VALVE BOXES,AND OTHER STRUCTURES TO GRADE Page 6 or 8 1 1. See Section 03 30 00, 2 B. Modifications to Existing Concrete Structures 3 1.. See Section 03 80 00. 4 C. Grade Rings 5 1. See Section 33 05 13. 6 D. Frame and Cover 7 1. See Section 33 05 13. 8 E. Backfill material 9 1. See Section 33 05 10. 10 F. Water valve box extension t t 1. See Section 33 12 20. 12 G. Corrosion Protection Test Station 13 1. See Section 33 04 11. 14 H. Cast-in-Place Concrete Manholes 15 1. See Section 33 39 10. 16 I. Precast Concrete Manholes 17 1. See Section 33 39 20. 18 2.3 ACCESSORIES [NOT USED] 19 2.4 SOURCE QUALITY CONTROL [NOT USED] 20 PART 3 - EXECUTION 21 3.1 INSTALLERS [NOT USED] 22 3.2 EXAMINATION 23 A. Verification of Conditions 24 1. Examine existing structure to be adjusted, for damage or defects that may affect 25 grade adjustment. 26 a. Report issue to City for consideration before beginning adjustment. 27 3.3 PREPARATION 28 A. Grade Verification 29 1. On major adjustments confirm any grade change noted on Drawings is consistent 30 with field measurements. 31 a. If not,coordinate with City to verify final grade before beginning adjustment. 32 3.4 ADJUSTMENT 33 A. Manholes,Inlets, and Miscellaneous Structures 34 1. On any sanitary sewer adjustment replace 24-inch frame and cover assembly with 35 30-inch frame and cover assembly per TCEQ requirement. CITY OF FORT WORTH UTILITY CUT REPAIR STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CON'T'RACT 2018 Revised December 20,2012 City Project No.UC-01 2018 1 330514-7 ADJUSTING MANHOLES,INLETS,VALVE BOXES,AND OTHER STRUCTURES TO GRADE Page 7 of 8 I I 2. On manhole major adjustments,inlets and miscellaneous structures protect the 2 bottom using wood forms shaped to fit so that no debris blocks the invert or the 3 inlet or outlet piping in during adjustments. F 4 a. Do not use any more than a 2-piece bottom. 5 3. Use the Ieast number of grade rings necessary to meet required grade. 6 a. For example, if a 1-foot adjustment is required,use 2 6-inch rings,not 6 2-inch 7 rings. 8 b. The maximum height of adjustment shall be no more than 12 inches for any 9 combination of grade rings.If 12 inches is required,use 3—4 inch rings. 10 B. Valve Boxes 11 1. Utilize typical 3 piece adjustable valve box for adjusting to final grade as shown on 12 the Drawings. 13 C. Backfill and Grading 14 1. Backfill area of excavation surrounding each adjustment in accordance to Section 15 3305 10. 16 D. Pavement Repair 17 1. If required pavement repair is to be performed in accordance with Section 32 01 17 18 or Section 32 0129. 19 3.5 REPAIR/RESTORATION [NOT USED] 20 3.6 RE-INSTALLATION[NOT USED] 21 3.7 FIELD [OR] SITE QUALITY CONTROL [NOT USED] 22 3.8 SYSTEM STARTUP [NOT USED] 23 3.9 ADJUSTING [NOT USED] 24 3.10 CLEANING [NOT USED] 25 3.11 CLOSEOUT ACTIVITIES [NOT USED] 26 3.12 PROTECTION[NOT USED] 27 3.13 MAINTENANCE [NOT USED] 28 3.14 ATTACHMENTS [NOT USED] 29 END OF SECTION Revision Log DATE NAME SUMMARY OF 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.b Add requirement for maximum height of grade rings to be 12 inches CITY OF FORT WORTH UTILITY CUT REPAIR STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CONTRACT 2018 Revised December 20,2012 City Project No.UC-01 2018 330514-8 ADJUSTING MANHOLES,INLETS,VALVE BOXES,AND OTHER STRUCTURES TO GRADE Page 8 of 8 Lor 3-4 inch rings I 1 CITY OF FORTWORTH UTILITY CUT REPAIR STANDARD CONSTRUCTION SPEClUiCATION DOCUMENTS CONTRACT 2018 Revised December 20,2012 City Project No.UC-01 2018 i l 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-6.06.13 Minority and Women Owned Business Enterprise Compliance MBE Specifications—Special Instructions for Bidders MBE—Subcontractor/Suppliers Utilization Form MBE—Prime Contractor Waiver Form MSE—Good Faith Effort Form MBE—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 1 CITY OF FORT WORTH UTILITY CUT REPAIR STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CONTRACT 2018 Revised July 1,2011 City Project No.UC-01 2018 Avaflabflfty ®T ILnndls THIS PAGE LEYT � TENWMNAJLLY 31LAHK a i M CITY OF FORT WORTH UTILITY CUT REPAIR STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CONTRACT 2018 Revised July 1,2011 City Project No.UC-01 2018 } GC4.02 SubsuirTacc and PhyskaR Candn'tio ns 7W3 PAGE ILEIFU ffH7 EI rTKDNAILL7 BILAI` K f f E 1 CITY OF FORT WORTH UTILITY CUT REPAIR STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CONTRACT 2018 Revised July 1,2011 City Project No.CIC-01 2018 i GC-4o04 Underground Facilities THM PAGE LIE77 ffH7ENTIONALILY BLANK L i i i CITY OF PORT WORTH UTILITY CUT REPAIR STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CONTRACT 2018 Revised July 1,2011 City Project No.UC-01 2018 } I GC©4o06 HaznTd®us IEnwkcnment Il Ca nditRoon at Site 7MS PAGE LEFT J114 I`IENTM1® 1AILILY BLANK { CITY OF FORT WORTH UTILITY CUT REPAIR STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CONTRACT 2018 Revised duly 1,2011 City Project No.UC-01 2018 i i GC-6.06.D Mi ority and Wonieu Owned Business Enterprise CompHance t MBE E peea cations — Special Instructions for Bidders MBE — Subcontractors/Suppliers Utilization Fo.rni. k I NME — Prime Contractor Waiver Form MBE — Good Faith Effort Form i MBE — Johit Venture Eligibility Form i CITY OF PORT WORTH UTILITY CUT REPAIR STANDARD coNs7 uc,rloN SPECIFICATION DOCUMPKI'S CON-FRAC1"2019 Revised hely 1,2011 City Project No.OC-012418 i f"OR"TWOWFIA ity of N•or t 1J o fth Minority Business Enterprise Specifications SPECIAL mg,rRUCTIONS FOR OFFERORS APPLICATION.OF POLICY I.If lire icrtal dollar valrra (+f 11141 coati. .i is',rim o or more, there's IUI13E nuticortlractilrrg gaai 15 applicabta. g POLICY STATEMENT ? 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All requIrerrlanrs-and zi,,giiJ..lilurv: slMund In Iho L:ky'.: 4t111t CsaL;inwss €ivemICy I.:nt urprmc. 0;d IP Wnr:i ;ippjle.s.to IItis bld 1 _ I Tnrl clly't MI)1=i anti r.0 IN r%pwrWIjml J r� _'A W 111u b"-e-bld VtWe of iter con14,1. 1 NQ to; If both,M E mAt 8Fie vunpoiltrar.*np VklnIs gro srolrlbt[A)road rvr thin prvl6ci,Then mg Vrferor glum r+uwe JIAail UF,11liimtioil rom wid A-9 n-Vri#r-,iiv,n F..r 1t to i}a rikmmW roupafro Iva: _ CONIT'UANCE TO 1310 SPECIFICATIONS 011 Cily uonlracls $51D,DOD o1 mare :-iIu.re- n4f3F mctscmiir13c11.1r yobs is ap iied, (l�� r r ;��ra rx3{��+ir r!:ko coFllpJy wi#fI IIIc i,eIc:rit of 111 ea CIly's 0usin v Cil.+ri :ty I r'treFPI`IS I (�11.Iin,aau:-lay rAie Of it-1e raJrou+tnq; I f- Meet Or exeeod tine al>uve st�j(ed PilEL ponJ throutiI1 1013Esubuantracting parl161)a#ivrl{ or 2- f e&[c exceed [lie i.Urrve FL.iPiONI IIA+31_ grraI IIirouciIi NII3L Jjj6II W-Aluire ia�'Irlicipal[Jo1s, n1'; 3. Good Faith Effort documenir-Worn, nr; 4, PrInjee Waiver documentaiion- UBMITTAL OF R QURW DQclv.il E611TA'Tl0f4 'PIP -3r1[5N1 ..,1,1e dur;1,1neli% gmst be mcewt3.d !}y ihra Prrrrilal.;lny 1'vs1l•1i11 tlae ;o110VJ'n.q lima.+ allloc�j[e(I, III Lir f[Ir IJ,t= rill I 1r11I rri L:1= ,r};I's'��I�irl.! Iespco_;Iwn kQ] mn. r-. Ioris. I I. Srrl,r;onirAgtor UtJII.Ml n f=orm, r4i-iaa Ix 1L-oei v6LI 4 i 3aloF IJaar+ 2-m p.m., 4 City fJusiness day mfi !.(,a exct-ded: _ _ :ariur 1`1 le bid opunir.1+1 date,nxclx+:;IVF-of tiro lAd 0yjenjrFq rias. a 2, Good PaJila Ftfort and Srsl1myntractor receivW no lair-r than 2;0 11 Ii.iii-, ur1 II re sat�uri'd C;I[y businr�:= chy UliiiatiI1 f=s)fm, II Iar�irirrnkrcrrr CF, [1111 afkel 1hr711i1 arFrnirrg flnkc,, P-xs:lusie of I]le LrlcJ doelilng data. ;i. Gond FaTila elfort and stjll�:aratuautur rF caix+ rl Flsi lakr7i1fr�1r}1;lli] i1 Irl , u11 fire;; t;r1r111 {:ICy htx.clic+ F J,Ly Utiiitallicat Farnr, 1 rrr f f3E' �1�ilQiJ �r[Ja�r1; tiller the hd r2ppnirrrU daE�_{� a:lunC+lsy Irk 111 W0 op 4ininfi d1k _ 4. Prinrn Form, Ii you vi ill rrlrr.W-.d IsTI Iotir-r tJ iui z:(.)o Ja.rr1,. €rIa rlie'�nrr p%l (-.11 1310;;111,rs (Jrly pertr,rm PH qUIX0rlrr'Ll r,lintll 4jp.,liuf Vicr1c, afte? 11w hid opiirilml dale, erl,Ju_iv rri Ihr=-l]irinju-nm[l 5. ,lain# VVir 4lre Farm, if i7c�ai i:; mill Iir reC(lloerl rIG Ja1e1 lhi. 1 Z_0I;1 1-mm, ,-in the s;oc.md C-I#y huS1PImft d" n,rrar�d _ jjNk!I 111N bld c1 IierIfri11 rfa[e,rzuc;k1431uc_of Iht hid-ulser1sII d;3Je. FAILURE TO COMPLY VVJTH THE CIMS i3usjNr=ss r.?IVERSI-ry i N'rERPRfSF ORDINANCE, Wim. RESUI-T 1N TI IF 1110 SE)NG CONSIr>'J RED.NON-RE SPCNSIVE TO SPEC I FWATIl 0 N Sp. _ FAIII-111JRE TO 3 UpVIT TIT REQUIRED MBE D DC UME NTAT ION WIC.1, RESUI. r IN 'fldF 1310 13EING CDNS it]J;REU NON-JRESi ON$IVE,A 9Eco`JU rAllLURE VVI LF RESULT 1N THE OFFEROR Bt-iNG 01SQU Ai-IFIED FOR A PERJOfI 01- ONE YEAK '111 REE l.'AILURES IPS A FIVE YEAR P FRIOD VU11.L RESIJILT It,l A DIS OUA1-1FIGATION i'ER101) 01,'TH RE5 VFARS, Any i11ae,tiolan, plIfi am- cnrr9.icI Ow]1 1V1fBE tjlftre-at 1$-171 212-1574. r I A.."1-61F-N I IA FORTWORT11 ........... City of Fort WoN110 Minority Busidess. Enterprise MBE Subcontractors/Suppliers Utilization Form Lilt)i7A'1'L A:5.- .yam!F ME[- Projr-O'Guml- Pffi2rrir--5.147BE Pmjjir:T CrimMilrPErkt; PROJF M(Iq ON1 R FR Iden fify all su bcontractorsis upplie rs you will use on this. proj 9c t Failtire to umplatc, ll-pi� Darin, wi iw eflurety Wmi Pt:qsi ueeo aicurrihiPI'L1116ii, andrecolve.ij 17]rll-ic I�Mar{:13rr ftp Di v I&jo f I I I cl la tel, 11 I-IT 1 ?,0G p.F)1. f I f I 111 V- ',e F.Lt.rnkl Olty I I U F,inismss.:aiy afte;j 1*1 o ur i i ricl. exa u-sive. of wa cppf-m I in.9 date vvifl rerijlf In the hid heing rnnsideq-ed nofiqre.L�;mrl-iwe to bid The UlldeF549FIed Q.N--F.Qf Ejff2�s to erpter w(u. Ei fQrcnBJ agTot-mPrit vvilh TIP MR-F.- firms) listen in lhi; utitlzaPon ti Ai dole, 80r'iL1K101)00 UPON QXCeUli1bt) of H Wtlfi-aCt with the, Gily. of Forl Woith- The WifeributuJ:1 I.lrldlur kiie"PIF-Ig replesfintation of tact; is growids loi- consideralion W 68cluQiOntion vid YAII result irl the bid being urmsiderW 0ujA-ruSPu[ISFVe to bid gpecific0don. MBEs liste(l toward olnei2ling the projecl g0dl 11113SI be JOCatOl ill the SIX (6) COWAY TT14Jr1%e1[4iJf+(3 -,11 PILL flime Of h1d flf rbe h;1%inf—i-i llq% a MqDIMMA BOSIM5% F(C-9,011Eu 1j) the M.11-kelpJ44ciu. MP1rlq01PJZ1f-Lj is thP- fgQ(1f QIDP hFG if Tarrant, gallas, D o 11to n, J<))l pso n, Pa.ritet'. a rl d Wise c 0 trntja.,;. f(Jeljlffv by tier level of all -T-jF2r- fflf:,12rtS IhL1 leV011 Of belOW the lViii-ne contractodconsultant 1,0. a direct pay3 4ant frol-ri the Pnrno Contractor to a subconfractur is consule'red I" lien, a paymorit lay a suhcuxitra�tur ftl Its 1,upplief is cotisUcced 2"tkr. `[,[1e j)Tjfjje conilractor ir, fe'sporisible to provide ;)P-bnf of paymprit of all tiered ;ubc.dn1r-qclors idei)tifif3d as -a MHE and VA-iuotlrig lhose-dOars tuwAfds rrreetiny the conlrAcl eDWnb-pd goad.. ALL MBF:i MUST F3F- CERTIFIED 13FFORE CONTRACT AWARD. C CH'A M R klFj r r i i iL; r I io-3 P I jr 4 c w,-,'i I d I i i tilt kria i-k ei pticn, t 1Io I 19"l y'fn b Lvti dot�,-1'r no m3d to h'� a hmrlkirldi: (Tiln b I]ty bt Wri P.-s s e We rFA I iv 1h i? J`j ri I rri i -s I w eg i ur-m I f-'fl rs iflc F00 ii A011 P npy(W-1 I%'CA) br ol 1-tp r verifying a gpn cles' I ha 1 I ho(.6 mily{l I P :111 111a r.,j I Y of P w I r I wur II I. )C haWing ser-virfrm are utilized. [lip. afferi-3j. Wil] hp- c JIV6,.fl apblit as lrwc as [lip MBf- lister'd owns and operalt`s all li=,qisi we folly ficanseLd and c�peimhflrfal trLJrk to be ijsF-,;J orp lite conirncl. 'Uhj� MBL qn.iy lrui*q fFom aaOhei- MBF firm, Im.-li-idfog MPIF owh(�i--opprnlpd, and Feceive full MP E credil- Nie MBF may lease trufks From irwfodirlEj owilep-opt-11.9tool, Wil w.1.11 only rpie[ve cF�-diit for 1he frepR arld P-0 P1 rr3 longi ezi P P idd lay j I I a MBE a� qk-0 11;1 P..)t I In I 111 P-14'-,a sp agr(.'r-j Beni r F Yof€ wo Iff H ATTACHluEWT JA P:ar?e Z fsf�E Off€rrcm-, srp I QgiMri--�f 16 PrJ"My ?ALL miIwuIrtI�i%.t6j Mt11j;rI:F;44. Gnowulo;fia rel ^?attls, M.�, MiriuI liy Wid Iloii-MBF,--.- MO firrpk:3 do to Lie RAW fol at, uz e-adrI111orirIJ imnls Il nF 3i-,e I.'Inrlsra no6F H W I DAy.e:el WHLI MBFs wrll firr(NP[IINIVEJ lu ITIVQ1 qF) rjE[lDel l racrHr;,n la r-ompaxay r,lama 0111air AddlrmLs I P W SF�k�r,pntr�rt�rl &IP1311 e5 l,7ortz#Jtllfnt�rrht a`a�t� honcfF.�x F; m Vifork pINJ-x.,1111 Fe r1 EFr1;FIt col 11:kI t I1 F 41'a { 1rL {0x Q F] , i El Q Rev. 7OW S AT -ACHdr 177 IA 011morr. airj rPgiiltcri to WliAlily r�gpllors gal Oaruu, I.e., Mil- )illy grwl irm M13E!. MBE [ HIR aar- kk hrx 1IJ104I FII'n1, uae:addlllflrkal g1700C&if nst,gE;S ry. 110bd a liulej t1lat cjrilY u6dflod M H E g VIII be oor ]I*Di! Iil ni@bI arl M13E gonI !C'CRCIk N Ci�mpRriy Nainir 11 IT I'boll Dol.-III Addra5n I Subconfritc011t supplias ht sru f3nllar�+mo��rit rule lionLlFa-A ' � 1Nntll Piirrlin rod E'lwtall E i~ Cwita'o Person E El �+ El 1. 1 P3gu�U7�l Tola3 Dullar Anl-iount of MEF C, V TotaI Du1l1r Anikii int r1t Noir-MBE 6Lih ;olt[rhtappllel TOTAL DOLLAR AMOUNT OF AH. SUBCONTRACTORSISUPPLIERS 7.110 Offeror will I lot nXIako addltll�n deldlnilS, �rr �ul�slitt,�Ilfll94 W I hfs (:ei-iiNoa lI�I witi-jo.Il the fA:j-Pr :1r1l lroVr11 +71 I I11-- Minority a9d Women Businass 1-nterpfh3e Qffico [hrough (fro mihnlirlal of El Roquest for Aj)provid cd hang&Adefit on fbi-nP Any urljusiIti(-.d change of-deletion shall ha a mat rial 1)mac h of contuact aFld rrlay ra'suIL ill deharrnenf irk „1cr otrj With the pi-oc:edures bulfirtod ill the {}rdirot-lnce. ilio Offerof sliall stjhrnli a dalciilod explanFihm {il huyv the re9liest+?d Or rlatelion wR1 effecJl (lie comMitted f BE- g6-81- II Ille detail axj*3rtatir;tl l Is rluI ..lul:It-m[1:8d,..rl.will i iffecI tfw. III ha I;Dmblla11c; delp.�'I.n7maiiorl. By - FJfftling .� signature- to this rr mi. the Dtferor further ucxroes. to provid . [i9r - UY t� thr-a t�ity ia�7nt� rr�cli.�es#, ` corrtl3I9le-and 0CCLIFate Irlforll'}rl[[orl regcifdinq ad: j a I work Porto rmed by VIII St.nhc;n51#raclois, Ilrchtrlim M PiF(B) anal JI-q -spec[rll {rrran fl,sulis with PAHF-s, Ple Oftej-ui- 'cl{SiiJ ajl-eeS to -111DW Ein audll �incllor a arrilna#Iun of arty r hooks. [,(Icordl_ dlyd helif by their cc)riipatly, I'Iie �igrees io allow the transrrli;;gion of Interviews. vVilh f ovjnvrs, pt'ir3r.p2is, oft cei's, arrlpl, Y4�rC'ti U11d f.IPPIWr JJ)le sirl renfr'�ciarslsLippII'ure par[fr,lpabilq ,-els the r:•oatract that ��rJtl srli�: larlll�t� Ille :�{.1unl viorlc peti'cirri ed Ley the � JF(s� ori this t;unlrar..i, by an 90hr7irl7ed oTfiuEw sir L3at playae of the Giiy, ,Arty interiflanal andiul kPluu m"I of taUIs vuiII be grvtlrtds -fflr t1-Iill GrIRHIItl IKCI 0-oIItrRCl r�r dobair11ant frons i+'Ity vuorlc fm El periijd rlf not ��'�: thao Ihr-,.c: (3) ye.-'AS anct fol II1IfiHIOU asti&l Undel �� M„ I ttr Un I_ocE'it laws r.UC.ernlflcg fa[su-statc�F encs. Any failure to c.umply with Ilii; nrrfinanc e, crr~akjf, �i rl aterl4f breach of the conlr2r;t ail,d may result nil a dek.,umileilnrl W ars Jr�spnnslble Uluror erld dr_lhflrmpilt I'ro rT }�arIle!paltn9 [n C+ty tivL,rlc for a pen'Iod D Iinxte iiut ti;sc th�gn on �9� year. (� � 1�e�4,"z",- --- r-7 Au Ih�rir<<l sl�111-11LPI 42 �rJnlad Si�irstikfu T1He Cm PMutMan IullilluP1 diffMorilI Mclrmsr F•mnll AOOTesw - - Dido i1'Ilt1C'.J11�1=1'!I' I[s � Ff-IFk7 wc)1-Z'l'H Page 9 (IF I City of Fort Worth Minority Business Enterprise Specifications � Prime Contractor Waiver Perera � Cki=FEROR(301lIAN Y NAM r— [:11frg,k.11�ldir.plgrn Wank is fJQFnF 11; IprlfnIr � PR11.1Ef.T NAM. SJF] DATE t,IrV'X fi,�g F r,,Ia r l;urrl; 0fterrWn fhlk]F Prrijgo"Cf7RlmPirrmo - M LR --- if ixzith : rti:t4vea ��� tllib for nl1ra Yf=S, cic oral 4;c,lulf,1[etc AI I All gttf;�lli;prl9 r.tifl Mis form au.0 1}o „rilliph.-Nd .;Incl K1 le tallf;cl e:xpl irmiirxi provilded. kf jTpIle-3blU, 11 fllL- 30AIN811 10 Miller 11kIBS11DA Is NO, 1110rl Y01,I-r111.I01 0: 5FF1[71Jlkl ATTACHP4' NT Wi Tf1l-�, It;irm In nilly appJit.,obtr: 'ri kgklj answrlrs zwe.yfA Failure to p:Ol311l100 tl'll$ feral In Us imillrety and be reeelved by#h0.PurchR1Jintf_f3ivi5 on—iiij Tatar than 2:00 >t.rrr. an-tile,50C and,C i IV h t sings clay a#tor h[d rp p u p k infl. vHt:lusivtp of 1t>•r; Ufd V[IUTlfrly date, Wil II r-13srJ1t i>I>Ii>I>I thv hfrf hol419 c.i)II-sldured non-rospoosive to bid specitfcalinrls. W I I I yarl perform Eli Is entire unfltrarrf withuIit s 1i be On Irriators7 YES Ir yt,F5, ul,31acs �rovIdki ti du1�iIlud 4;xpIFmijIkin I1vil tlr�vi:=. Ija!:l €J on Illy*sloe a1id s-x pe of Ihix NO pmJetyt, Ilfdfi is yoilr F1 orrnd1 1)LIII1110Sa p6iuI tr+ aritf pruvidt.LTJl repo atitvl.: I Pr6fJlo 6[ybui 1}uOrteFsn- VVIII you perfurlln'thIs enfIre contract Witlictit Suppliers? YJ` If yes, pl�we provide I dotaI14D I -�XpliwiziIlon Iha1 prnvos hr,:;a{,f on the 1A � a aid wpe pt 1hw fa['kJer,:l, IJ11$ f5 yr)Flt-IJOH1TB l IaLlilrfcxs fxrarf fA wirI pJtSvrrfl- ;fn Iavc;111ory pr.brRe cif yoLi1 I11 ollnes4 NU I'IIa Offeror funhur zIrtrr,or. to plrciviciu, flim{;(.Cly 11.0 Wil: C'Ity 0l)'ul rerItIPS1. I_oMp10:10 avid accurate Irrfwrrlalloil ragardi rig autuFN warn pei147r ied by riff St ll,rroiftrtlCnr.fucllrryj MBE(I') al'I 1h Is ion Irot, Ihc- lx: ynE�fll thf:raol and ,illy pwposod cllni-Wof, to QFe onpiriol BL(q) zirrarlguirpienls Rtibnlilted with this hid- I Ile Offk zea alit;r)-jiurFtt1S f.rj allowal alidIi'andlor i;'}CupnIflcol iLiII of rlriy recor(fT i Arid Il1es hf*l.l,ly TIJ1-ir I:qri zany Iluil vvif1 suliptantiate Ih� i�C;Iljfil %honk pprl{o[med by (lie T1 BF—s op CIti1� rontfact, iii :yj aulhgrl7.4f;1 u[fjOaf OF rt1llrl0yE1__; 151 Itie Cily Any into0crlial gnrlleir IomWInJ ml.rnjirE.nenbiWn of torus vkrrll 13,:? e1wiptirfs for' tul`n)inzillri�] 11w cuotracl or r.ir liulwoui from L:liy vvrIII I .I I I of rlr,1i Ir.4t.r tllorl Ihrtir< (3) err:. l Ili I I I .311.0 a(fl(lh t.ecleral, Slate i:,,l L,c,lcaa laws iw ijf1 {'I III ; I _daiprnunILi. A11v fail klr4i in coriip w1ih 1 kirgllrwriw t re.III l'-'+ a rn+a14++1;11 b I f ,it, ii I'ix1riIia,I 111111 rllay r -Will' II, I1;ir.Pl'rI1111rttli+f -pt ;trk 111 t.�f7C1t3 11:111 r<)IJ&f+I.' III(i Lh�f"I-evl Il-arrl parilulpallllrz in G:Ily work rui a pwtod rel lime iiot ILIaII }1i3 I I ''-:q A1II11frfE7kll SLI IJIIlit it+, !>rltiUltl 1pryflClUri I Illrr €lt}alwir Milia(If clilrollrllip) c.+.irlllinrlw Isla w., PIIrmc N1llllylInhir Fwi Nwitimi: F4Lidr f F I1mil AllurinIs — — — CILyf91d1efZip f.1�11�� — — Ruw. :figt1�1 ATTACHMENT IC TO 'y_. WORT 1-1 City of Fort Worth Minority Business Enterprise MBE Good Faith Effort Form 0=Fr=ft(]kt COMPANY'NA,MC. C.ht. kt3pljllp'rhln broul, to d"nrihrn c?ffnF+}r r+Rt;JECT NAMFE: ein UAT fi�S4'r� WI E-Prafaal dp l: 01faiDeti Ml�r=11rolact cc mmitmmrkt- PR0.1FrT NUMFIE.R IF Illu Offeror dili not mkltst Or nxceaO thu MIFF srtlacarifeacfin g goal fa I' th1-3.protect, the 0"oror Rola rarnpletn thxa Forrn. It tho orfaraes rilclllnrl nt Compliance with the MBF goal is based upon deem anstratlon of a "gor,tf frith offort". the offeror will have the burden of correctly and accuratety pmparing rind �tiL7rrriEfi�r tho d0l;Linie tali ll ri?gGiirect lay lire City. Gump]lance- with each Rem, 'I 111r 11 below, shall satl9fy the Good Fail.Fl E-front rcquireatent abRelit proof of rratid. iltietttforral aFlcl(or knowhlg mIsrupreseiitation of the. facts or intentional €IIscrlmhiatloit by Ilie Offoror. J-vlltrm� to cutijjjlate 161s forrrl, it] its orltlreLV with supporting cfocr<ma+flation, antl recolvocl by (hu Purchasirrrq Div islc,rr rto la10r Via 2:00 P.IM ois [IiEp ser:orrrl C iry Iursinesu dtay rifler 1110 Qpe111119, exclusive of hIcl opDiiIng rate, wi11 result Ili Ihfl IIId Ming considered rinn-•realrutjslsre lO 11111 sped flcatinr1.5. J.) F`Iease fist each and uVotry stlbconlractIlia anrifor suppilur npportunily for Rio erxtrtplollo+r of 1171s frrcrjrrrt, reg irffIIess of will-tll(-r if It, Io be prov1c1efI by a MBE o r1oII-M9F. 13CJ NOI-IST NAMES OF LIM� PPI all project-a' Ilse offorpr rtimil 1121 each 81,h1.0111 rAllla w1l) Or Ldlop rliar *1313firtllnily ruU.-wlloss of tier. Pq�additional.060s, doee6kSWY) Usl € l SSs.Ihuaiurnting Oppartunif os J — List at SoplAW51.013partimilius #torr. ':�9{1rIG ATTACHMENT IC Page 2 of 7-) Oblain a current (imt mors tlUU1 WO (l.) 11tonthls otd I'rnm the held open dJatol list of IIAFJF =,Falw.mitrarAirs andinr sup131l$ri�i from t�e.i^ily'Is MWOE 0FfIre- Ye�; Bala of Ming 1- f No 3.) L}Ic'I you sojjciI l)fds Iro111 MFJE flrrnt;, wiIIiIm th9 atlbcaiikractfll.y tllWlor suppII(w areas prev inuaty listed, al la�1r;t 11111 caIt!IILlar days prier to bbd iapuninq h iiia11.exclusIva cif th13 clay Ihrr 111 HI Rrita wl�erlad7 Y09 (Ir y43 r. Mtkacrl Mor= 111011 irslllt.(i tit rttd;i[Ggo IWIt1d 1)ll'frrllk Janrt arldrnnr,Pin n A.P.1e.0 P..upy u(riAlor InnItm1. ld I 4.) DIH yoli 5ciIIrII hIdu from MBE firrM % w lt,hirl t h 9 s111)con1mizt1rifI c'4nd1vi' uuHer areas prevjau:;ly Ilslftd, all. 10;�W 4w imleillrlar r1:1ys 1�rlar tis Iain e�1�enlrl{1 l�lr ii 1a?1?I1ejrler, exritis[ve of die chit' th4 httls arc- opeiied Ve s Ilr vor . alanrrl NO Nt iFnriiarlte(tvAkv aJI Co1414 iII'FI1, rr nrsnrr Lmrilmcmd. 13 lip rJO I,ulrLIJat dtit)dulu nrid 11a11u a c6pira,_1.) �I'1 5-} Dw you solloI IAdw fr{arii TO BE IIn115, wittlin litre S"1)wI1ImUlnrj ,,tridllor sup1Ai.9r acoa9 proyitau5ly Iistud al Inast Leri calerldar daye 1)riar to bid open iPiq by ti?rsirnila (fax), exc.Illt�lve cat I lie[lay III10 hId5 giro e)1)r�i'kE1d Yir:i; (11 yL�r a1t«r;I1 Ilxrl ir)inatunn IhIFF15+4�t MUF: ItmI,}«)f riwilrjor Arlil dais nmi 1�m-of ronlgrt. In irMIIInn, 11 irais Fax rig imwrrtm.1;ru UIFIJ+�IIwar��IHu, Nirm 111jit �%jjkI11YnF111iFn"F}Ck-Wkl 111010 feu printutl d1woly Iri-mP 11,n rare 1iF�lie fur Ikrupor clod mior1wzI6n - FairFJro to milrrult CprliIjinatlork rifidirir"imf1alkwuFkihie coo Pin nLinori loch rmrklrlkimri r+iNy iwiadod 1111)i3 FJ Iknn.rrL5p11i1wI R.} No 6.1 13W YO FSulIdI hids frorkk MBE flrnli3, wit iiIn rhe %uheontract ing alldiuc a1.tl:kpl I u r areas previously 1istert, Rt IeE15t t191 rfrlallclar rIAys [11.10 IL to bid openinlj by nFn!411. oWusIve of(he'11ay 1110 bide afu 1.1901led'? Yws {It yo d,a ffigcts alrinlr con rirmnilapi to Im.'iIrell jtwI)e of MISE(Irrn,rl. ti1A 41n I ra.In akrdlltui i. 1iIr«rrimI Ir. ropLirnaI iw[Viii huijuiWit,111eiI ih iqr"alllaLrrrvRr.4wa inaahL,Eju" rul,Lrrpk rllijnl tp«11rialleil+iiru,.kly rfOi ii rllrt+1ill All syMUtF1 ft,r i,kupur tlur.uJILPI matiork, Ful Iiwu iia 91II311Pit f,unliriiI.triorl.11WOr"CHIMIlwier M13 F1Ir+orarld"tirlazWPM NLptiCln mny rfiruli3r 14 LSI=G ii vol,rial.wmiHIVdk,) NU N(1m The tela- rnalhods iclenti led alaovQ .ire accuplable for rmllc:ltillg bids. wid oaoh Safected i1jeelhri(i MIMI be 4'�pf)tied tG thr. ,tpplicWAL- riiiFlracS. 'I`lee: Offe ear Fr viM clot'.0 r enf I lett elfhar at Iua%l Iwo allonipls, Vvew made USlli 1 twu of ihU 10th nlrjtl10d5 Of thili at le}aSi alilt 'alre�l a_,`- t41I r;r1wact wa% rnafle 114il.lig whet 011 The foo Iilrrt11008 111 OrOOF i0 be Ilr,el11133.6 FO5fir}11SWV (0 t11 V W Fall Ii EIInPi ri',quimmeP11, NOTE! 'file Olfwior mw)t I;opllitci Ilii: klitive MRI, INI Bpar.1ric Iu e;r, Jt wiliceirilractii'iy ;md suppllnr opp arliti iISy I lyre lit i.-amp H al Ice with (TIm atIollS 3 NITnIIg11'6. €.) 0r you Iirovidi; I)lans Eind 5prJL h-attores In pofeIFlial N1REF7,? 'Pers FS-) Did ynn isrovir,Ilr Iho hil'ol lia;31lol1 rouilr ling ihe: IuCeiirill r>I p1aw, wid spe'c'.lI'luatimis Ii i ordic r to a+W'M 0114 M1312s? _Y45 No ie}v 71,101-16 ATTACWi1 ENT 'IC Pacle 3 of 4 €}.) 010 Yom prq)are.a rtu fatIorl far tho M.PIEs to h]d fin Unorlsfaervices spa r.it+c.to.their slcill sat'l Y85 rrr yes,Ell r,3i:11 0111 VOPK72 0 C1 IF"W elfl%) ND 'IQ,) VM% thr. i:ufit:r(:l 111R]rm(tlloii cril :illy (if Olt, tilti ngi tical valid? Yes lI ytr�i, ilttriC11 l'IIV Ith10111in1110ar 11111 VfDr rir+1 VU1I l 111 iiviiir icor it1i+IVI+WRf {xfrrrrr H1 mldrvF9 141 C nrrarHRpilti Nei 1.)SubalII dQctImuII(at 1011 If Im[IF (TLJOtOr.- WOrU fele{:ted, The dacum L,jiW dai� BijbmIIted shotIld be In the forma of arl t-iMd41vll, anrtiifIL- a detallo l oxl.i1miatInn M why i4. 10S mm rR) Ood arld wly supporlinig cJot:ttrrierlt.ttlnli Ple 01feror uvlsh*; to he ognsiderud by Farr illy. Iii t1w evarrd of n howl Frio cl1r4plite cCq'tcarfaftig quotet•, the C1ii'mor will tilt}v1do for cmilidewial In-cafnmt aci:es% W at) Inspeavdton of airy ralovaiit duutllmerfIZOIDrl Iry 010 parsonno). 1.11LF sf;uce aG difimal Oviefs. Pf 1javesEW# r, urrd ut"ri7i f, colnewly#Vr3mo Tclr;l h of if Contact Purss,la Scope of Work Reasaj, fffr Ro ection AC�.r�1.'10MAL JNFOHMA 1 U -M-0 F11 va r.v provIde a;Idltlran:ll IFlf0P-iiiritlei ri ,ymi ruuI w1l14dhvr uxptoITt Voir r j;oi5d iipid Iiaiti+sf nfrarts'lr, obtain MSE pat4if Ipa]lon on t,hIs pFujvct. The Offerar further agrees to pi-Ovide, dil'actly to the City upo)l regtivst, romplofe and jLCCurat� infornlatiorl rogarding actual work pertcrmod on thIts contr{acl, the payrrtient thoa-floc alid ally proposed Changes to tfie original arraniger# ent�q ;�r~I�.milted with this bid. T[To Offerorlsc agrac-s to 7fl��w ari audit antl{clr examination of any books, riot;urds and films helm by their compaisy that will substantiate the actual wark perfol'17aed on this r:ontract, by all nLathorized officer or arnployoG of (hp City. Any intontional andlor knowmg nlisraprosentation rel facts mfilf he ground:i for terminating Ile rantract of c ebarnient from City work for a pi~riod of not loss Man #I'rrso (3) yearn and for Inftfating action ra ider Federal, State or Local laws cotacerrling false, N:tetements, Any failure, to comply vIr11Ch this ordlrlance shall C-Te7te a material I1reach of c:ol)traat aaicl 11]ay 1'c5Lllt irl a rlati~rminvilion of an irrespi nsiblo Qftercr and debarment from E}r'1,rl'icipaping iI I City worh frir a porfod car` tiivie rartl I e s q tIiafl cane ye nr. i h'I'-I'11CHIUII:NI"IC. Prlgn,4 of 4 The uiidorsIgnad cartifes thvit the informafion provIcled and the I14BE(s) IIsted WasiWere contaded In goad faith. It h; understood that any MBE(A) fistiod in Atkndurient '1 C will 139 cniflac:ted arta thin reasons for not u9ing there will be vorified by the ity'5 lI BF Office' Authorized Sipr7aturQ Printed Sign,turu Title Con hac I NaPpiu asId 7iflu cif clOferent.) ortrljarry fJrrnrdwr a.)t hltFmhek Mdra&s Emall Address CIfV05t�44ij I fate I{nV :ri�rryb III It V03FIl11I FF"O R T WO R T 1-1 11+1je1fr',Y1wooY nur.vf Fri.1r11.4i+'r.'rUfj;if%i' YV.-A"0(rr11f r,+rfrirt-afr++' Natilnl' I lrr)1r4•[, _ 1 1lulli vrnlllir I,I'll[IImr IYr I'z'Id1%11-1, 1 -11 r 101 En[rlrti Iii=a"lf:�drF,`'.':II,'�Iar,Jlk� �Jkllul+l71. !.Jaiui r'niuty iiilbriiiaiIi;i Iohm Voiliriv N:11ai1': Irai11C �Icl�ls;}IIr' la�lcsiinifr: ukr111 ndtlrs M-' — — [•]IIII,YI'_ IdenIiIy II firtwc 1111111 VOM[1riLIk' IIllf InIT11 VI;fl1111vL-., frt£TAC-;iN,a4h eX.10 VfrElxli J(Aofd#05Frrlf N,rao,M,A(r•.i?fOfrVI`Jl1J PrtrWIsM u41f,U1i+if 0k'pt,4rwrvg V xv�rrj4�ri trff puFfgyinT d by*:wtp trfrrr erRy prkinu ltie �I�rr!v2ar11�i+r- _ Ilurrill.1; 1111 1110: 140-.1 Ile'!;:;ALT111 O.T vj00.T 40aw +Uy Shur,/111. 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Idvill'Il;t� lay tJJ11uu, ratI e, 9v% :tJk11 IiJ'i1{ iIsb%re iifrlill f#1Uzi 1..4 tu'itIi lila-,I wfrlr itry vingPiki)Ld Ic l'{Ir th iIs1--tI1-�111Y nti1rt11getil ilf 11 P141 tivd- lorr 11111 king IPC 111v fx{lat N'4711111 1'e" l�inllril:llrl tI�4�IFi;�Ir� (4,4 11d{Ilil-Are ILIII[i 1PuvMt J1r.'1 dd-R&eJvAlc — 1�1':1ak1iJ{nllarllr L�ccisllk�lw: JI. 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"01Hf;Ij r 1 GC-6.07 Wage Rates , 2013 Prevailing Wage Dates (heavy & Highway Construction Projects) r f - t I i i CITY OF FORT WORTH U C'ILITY CIIT REPAIR STANDAR CONSTRUC.T.ION SPECIFICATION DOCUMENTS CONTRACT 2018 Revised July 1,2011 Oily Project No.UC-0I 2018 I 2013 PREVAILING WAGE RATES (Heavy and Highway Construction projects) i CLASSIFICATION DESCRIPTION Wage Rate Asphalt Distributor Operator $ 1&32 f 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 $ 14A8 Crane Operator,Hydraulic 8t7 tons or less $ 18.12 Crane{Operator,Lattice Booze 80 Tons or Less $ 1:7.27 Crane Operator, Lattice Boom Over 80 Tons $ 20.5.2 Crawler Tractor Operator $ 14,07 Electrician $ 19.80 Excavator Operator,50,€00 p 17 ands or less $ 17.19 Dwavator Operator,Over 50,000 pounds 16.99 ! Flagger $ 10.06 Form Builder/Setter.,Structures $ 13.84 # Farm Setter,Paving&Curb $ 13.16 FaUndo tion DrllI operator,Crawler Mounted $ .17.99 Foundation Drill operator.,Truck Mounted $ 21.07 r Front End loader Operator,3 CY or.Less $ 1.3.69 I Front End Leader Operator,Over 3 ICY $ 14.72 Laborer,Corrirrun $ 1.0.72 Laborer, Utility $ 12.32 Loader/Backhoe Operator $ 15.18 Mechanic $ 17.68 Milling Machine Operator $ 1432 i Motor Grader Operator,Farre Grade $ 17.19 M otor Grader Operator,.Rough $ 16.:02 Off Road Hauler $ 12.25 i Pavement Marking Machine Operator $ 13.63 Pipelayer $ 13.24 Reclaizner/Polverlaer Operator $ 11.01. Reinforcing Steel Worker $ 16.18 RailerOperator,Asphalt $ 13.08 Roller Operator,Other $ 11..51 Scraper Operator $ 12.96 Servicer $ 14S8 Small Silpfzarm machine Operator $ 1.5.96 Spreader Bore Operator $ 1.4.73 Truck Driver Lowboy-Float $ 16.4 Truck DriverTrarysit-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 Serpi Trailer $ 12.$6 Welder $ 14,84 Work Zane Barricade Servicer The Davis-Bacon Act prevailingwage 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 anti descriptions for the classifications listed are detailed in the ACC of Texas'Standard Job Classifications and Descriptions for Highway, Heavy,Utilities,and Industrial Construction in Texas. Page 1 of 1 t THM PAGE ILEIFT RN7 ENTRO IALLY BLANK i r E r f R CITY OF FORT WORTH UTILITY CUT REPAIR STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CONTRACT 2018 Revised July 1,2011 City Project No.UC-01 2018 i ` GC-6o24 Nonell'sem'mEhmntl®n 7M; PAGE LEFT HI`I7 EN7ff(D A LILY ]BLANK J 3 CITY OF FORT WORTH UTILITY CUT REPAIR STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CONTRACT 2018 Revised July 1,2011 City Project No.UC-01 2018 r i GR-®A 60 00 Piroduc$ Requnre encs I THIS PAGE LEFT INTENTIONALLY BLANK i CITY OF FORT WORTH UTILITY CUT REPAIR STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CONTRACT 2018 Revised July 1,2011 City Project No.UC-01 2018 I - I t ftyn ng Details D520 — Asphalt Pa vemeint Trench RepaIr o Arterial & ffndu stirRoag Streets D521 — Asphalt Pavemeint Trench Repair esidentka. 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