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Home My WebLink AboutContract 53038CITY SECRETARY ...... ('.~·~:\rTNO. 53D3g ORTH SMALL DIAMETER WATER MAIN EXTENSIONS, REPLACEMENTS & RELOCATIONS CONTRACT 2019 City Project No. 102197 r ; , . . *-·---,,.- OFFICIAL RECORD CITY SECRETARY FT. WORTH, TX FoRTWoujj PROJECT MANUAL FOR THE CONSTRUCTION OF SMALL DIAMETER WATER MAIN EXTENSIONS, REPLACEMENTS & RELOCATIONS CONTRACT 2019 Betsy Price Mayor City Project No. 102197 Chris Harder Water Director Prepared for The City of ]Fort Worth WATER DEPARTMENT 2019 David Cooke City Manager I I APPROVED APPROVED CITY OF FORT WORTH, TEXAS WA, TER DEPARTMENT SMALL DIAMETER WATER MAIN EXTENSIONS, REPLACEMENTS L& RELOCATIONS CONTRACT 2019 City Project No. 102197 CMRIS HARDER DIRECTOR WATER DEPARTMENT 2019 CHRI.S HARDER, P.E., ASSISTANT DIRECTOR, WATER DEPARTMENT TONYSITOLOLA, PE:, ENGINEERING MANAGER, WATER DEPARTMENT 4 F RECOMMENDED DATA' City of Fort Worth Standard Construction specification Documents Adopted September 2011 00 00 00 - 1 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS SECTION 00 00 00 TABLE OF CONTENTS Division 00 - General Conditions 0005 10 Mayor and Council Communication 0005 15 Addenda 00 11 13 Invitation to Bidders 0021 13 Instructions to Bidders 0035 13 Conflict of Interest Affidavit 00 41 00 Bid Form 00 42 43 Proposal Form Unit Price 0043 13 Bid Bond 0043 37 Vendor Compliance to State Law Nonresident Bidder 0045 11 Bidders Prequalifications 0045 12 Prequalification Statement 0045 13 Bidder Prequalification Application 00 45 26 Contractor Compliance with Workers' Compensation Law 00 45 40 Minority Business Enterprise Goal 00 45 41 Small 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 007300 Supplementary Conditions Division 01 - General Requirements 01 11 00 Summary of Work 01 25 00 Substitution Procedures 01 31 19 Preconstruction Meeting 0132 16 Construction Progress Schedule 01 32 33 Preconstruction Video 0133 00 Submittals 01 35 13 Special Project Procedures 01 45 23 Testing and Inspection Services 01 5000 Temporary Facilities and Controls 01 5526 Street Use Permit and Modifications to Traffic Control 01 57 13 Storm Water Pollution Prevention Plan 01 58 13 Temporary Project Signage 01 6000 Product Requirements 01 6600 Product Storage and Handling Requirements 01 70 00 Mobilization and Remobilization 01 7123 Construction Staking and Survey 01 74 23 Cleaning 01 77 19 Closeout Requirements 01 78 23 Operation and Maintenance Data 01 78 39 Project Record Documents CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised February 2, 2016 Page I of 4 SMALL DIAMETER WATER MAIN EXTENSIONS, REPLACEMENTS & RELOCATIONS CONTRACT 2019 City Project No. 102197 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 0241 14 Utility Removal/Abandonment Division 32 - Exterior Improvements 3201 17 Permanent Asphalt Paving Repair 3201 18 Temporary Asphalt Paving Repair 32 17 23 Pavement Markings 3231 13 Chain Fences and. Gates 3231 26 Wire Fences and Gates 32 31 29 Wood Fences and Gates Division 33 -Utilities 33 05 14 Adjusting Manholes, Inlets, Valve Boxes, and Other Structures to Grade 33 12 10 Water Services 1-inch to 2-inch 33 12 11 Large Water Meters 33 1225 Connection to Existing Water Mains 33 1240 Fire Hydrants Division 34 - Transportation 3471 13 Traffic Control Technical Specifications listed below are included for this Project by reference and can be viewed/downloaded from the City's Buzzsaw site at: laths://proiegMoint.buzzsaw.com/client/fortes 14hgov/Resources/02%20- %20_Co_nstruction%2ODocuments/SMcifications 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) 03 34 16 Concrete Base Material for Trench Repair Division 26 - Electrical None Division 31- Earthwork 31 37 00 Riprap Division 32 - Exterior Improvements 32 01 29 Concrete Paving Repair 321123 Flexible Base Courses 32 13 20 Concrete Sidewalks, Driveways and Barrier Free Ramps 32 14 16 Brick Unit Paving CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICAT[ON DOCUMENTS Revised February 2, 2016 SMALL DIAMETER WATER MAIN EXTENSIONS, REPLACEMENTS & RELOCATIONS CONTRACT 2019 City ProjecL No. 102197 00 00 00 - 3 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 32 16 13 Concrete Curb and Gutters and Valley Gutters 3292 13 Hydra -Mulching, Seeding, and Sodding 32 93 43 Trees and Shrubs Division 33 - Utilities 33 04 30 Temporary Water Services 33 04 40 Cleaning and Acceptance Testing of Water Mains 33 05 10 Utility Trench Excavation, Embedment, and Baekfill 3305 16 Concrete Water Vaults 33 05 20 Auger Boring 33 05 22 Steel Casing Pipe 33 0523 Hand Tunneling 33 0524 Installation of Carrier Pipe in Casing or Tunnel Liner Plate 33 05 26 Utility Markers/Locators 33 0530 Location of Existing Utilities 33 1105 Bolts, Nuts, and Gaskets 33 11 10 Ductile Iron Pipe 33 11 11 Ductile Iron Fittings 33 1112 Polyvinyl Chloride (PVC) Pressure Pipe 33 1220 Resilient Seated Gate Valve 33 1250 Water Sample Stations Division 34 - Transportation None Appendix GC-4.01 Availability of Lands GC-4.02 Subsurface and Physical Conditions GC-4.04 Underground Facilities GC-4.06 Hazardous Environmental Condition at Site GC-6.06.1) Minority and Women Owned Business Enterprise Compliance GC-6.07 Wage Rates GC-6.09 Permits and Utilities GC-6.24 Nondiscrimination GR-01 60 00 Product Requirements END OF SECTION CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised February 2, 2016 Rage 3 of 4 SMALL DIAMETER WATER MAIN EXTENSIONS, REPLACEMENTS & RELOCATIONS CONTRACT 2019 City Project No. 102197 City of Fort Worth, Texas May®r and Council communication DATE: 09/17/19 M&C FILE NUMBER: M&C 19-0164 LOG NAME: 60SMALLDWMERR2019-TEJASC SUBJECT Authorize Execution of a Contract with Tejas Commercial Construction, LLC, in the Amount of $750,000.00 for the Small Diameter Water Main Extensions, Replacements and Relocations Contract 2019, Provide for Project Costs and Contingencies for a Project Amount of $900,000.00 and Adopt Appropriation Ordinance (ALL COUNCIL DISTRICTS) i RECOMMENDATION: It is recommended that the City Council: 1. Adopt the attached appropriation ordinance increasing estimated receipts and appropriations in the Water and Sewer Capital Projects Fund from available funds in the amount of $900,000.00; and 2. Authorize execution of a contract with Tejas Commercial Construction, LLC, in the amount of $750,000.00 for the Small Diameter Water Main Extensions, Replacements and Relocations Contract 2019, with up to two renewals. (City Project No. 102197) DISCUSSION: The work to be performed under this contract consists of extending, replacing and/or relocating small diameter water mains, service lines, and other pertinent construction required to upgrade existing small diameter water mains or as required to provide water service to individual customers or developers. While funding for this project comes from the Water and Sewer Capital Projects Fund, the Water Department issues work orders to the Contractor after payment of applicable estimated costs by the Customer and/or Developer. The bid documents included a stipulation that the total quantities listed may not reflect actual quantities and that the amount budgeted for the project is $750,000.00. Final payments will be made based on actual measured quantities. The bid documents also included a stipulation giving the City the option to renew (subject to appropriated funding) this contract two times under the same terms, conditions and unit prices. In addition to the contract amount, $150,000.00 is required for real property acquisition, material testing, inspection, project management and utility coordination. This project will have no impact on the Water Department's operating budget when completed. Construction is expected to start November 2019 and be completed when the contract amount is exhausted. M1WBE OFFICE: Tejas Commercial Construction, LLC, is in compliance with the City's BDE Ordinance by committing to five percent MBE participation on this project. The City's MBE goal on this project is five percent. Additionally, Tejas Commercial Construction, LLC, is a certified M/WBE firm. The project is located in ALL COUNCIL DISTRICTS. The appropriation is for funding of the FY2019 CIP. FISCAL INFORMATION 1 CERTIFICATION: The Director of Finance certifies that upon approval of the above recommendations and adoption of the attached appropriation ordinance, funds will be available in the Fiscal Year 2019 capital budget, as appropriated, of the Water and Sewer Capital Projects Fund. The Fiscal Year 2019 Water and Sewer Operating Fund budget includes appropriations of $23,865,180.00 within the Water Operating Budget for the purpose of providing Pay -As -You -Go funding for Water Capital projects. After this transfer for Fiscal Year 2019, the balance will be $2,898,918.00. Appropriations for the Small Diameter Water Main Extensions, Replacements and Relocations Contract 2019 Project are depicted in the table below: Fund W&S Capital Projects Fund 56002 Existing Appropriations $0.00 Additiona[� Appropriations $900,000.00 Project Total* $900,000,00 Project Total $0.00 $900,000.00 $900,000.00 *Numbers rounded for presentation purposes. Submitted for City Manager's Office by.- Dana Burghdoff 8018 Originating Business Unit Head: Chris Harder 5020 a Additional Information Contact; Adolfo Lopez 7829 cn m m m m cn m m (37 Ul cn Cn m cn (n CA �] W W W W C3� W CSC CA Cf� CA CA CA C� O O O O O CD (D C)O O C? Q O 0 0 - Ca Q Q Q Q Q n Q Cl 0 0 0 0 0 0 N N N N N N N N N N N N N N N Q O O C] 0 0 a O Q Q Q C] Q C] O CA W W CY7 D7 W D� CA � CA O Cn C3� d7 Cn � 0 0 O C7 0 Co Q Q Q C] O Q C7 Q C) Q Q C7 C] C7 0 0 0 Q C] 0 0 0 0 0 -A Z� -A -P -N J�- 4& -V� 4h� •P .P -A -P -P -P W W co co co W co W W co W W W W W Q O O O O O O O O C] Q C] Q O Q cn cn (n CT1 Ul (P (Yi Cn (.n (M cn 01 m Co P -1 W W —1 CM M W W W 'J W W Q -1 W — .A m .Q W -a w — W " m Q C) C) C)cn O m w O m Q (n W C) Q Q (n -1 n O n m O C] " O Cn 0 O O O O N 1 0 (D 0 a C) Q 1 3 —31 O --X Q O O O O O C7 0 0 0 Q O Q C7 CD co (D CD CD (D co Q co CD (D O CD cD cD v v � � -4 � -4 � � V � -,J y � � Q C7 O O O O CD 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Q O Q Q Q W W Cb OD CD C0 W W -p -P t- W W W m .A -P O 0 0 0 0 0 0 0 Q Q Q N N N N N N N N IV fV N N N N N e O O C7 Ca O C7 Q Q Q C3 1 0 � C7 C7 C] O (D co CD (D (D CD CD co (D (D co /`�1 (p (D CD co 4 (n — ' V / cn V! IIq V O O Nivo.-g-Cqo,-69 -Eft .N69ao Ol O O O -s CD O cn M C) W C) (Dcn Q Q 0 C7 CCD:) O o 0 0 0 0 0 0 0 C] C7 0 0 0 0 0 Q O Q Q Q O 0 C7 0000aooCaooin000'CD O 0 C7 0 C) 0 0 0 0 0 0 0 0 0 0 rn 0 N D r r rn N CD F� LO rn D 'T1 Q --f c v' Co Black, Doug From- Lafferty, Scott Sent: Monday, November 4, 2019 13:42 To: Black, Doug Cc: Lopez, Adolfo; Sholola, Tony Subject: RE: Tejas - Small Diameter Water Main Extensions Misc. Contract Doug, The original first advertisement date was June 27, 2019 (as shown on the "Invitation to Bidders" section). Star Telegram failed to publish the advertisement on that date. As far as I can tell from the emails I kept regarding this contract they agree to publish the first advertisement on June 29"' The project was advertised for bids on June 29 2019 and July 4, 2019 in the Fort Worth Star Telegram. On july 25, 20 t % the following bids were received: Bidders Tejas Commercial Construction Second Low Third Low There were no other bidders for this contract. Let me know if there is anything else you need. Thanks, Scott Amount $2,863,625.00 From: Black, Doug Sent: Monday, November 04, 2019 1:08 PM To: Lafferty, Scott <Scott. Laffe rty@fo rtwo rthtexas.gov>; Sholola, Tony <Anthony.Sholola@fortworthtexas.gov> Cc: Lopez, Adolfo <Adolfo. Lopez @fo rtworthtexa s.gov> Subject: Tejas - Small Diameter Water Main Extensions Misc. Contract Importance: High Somehow we missed putting this in the M&C. Please complete the missing information in your reply to me. The project was advertised for bids on , 2019 and , 2019 in the Fort Worth Star Telegram. On , the following bids were received: IBidders Amount ejas Commercial Construction $ Second Low $ Third Low J $ 1 $ Thanks, Douglas W Black Senior Assistant City Attorney 200 Texas Street Fort Worth, Texas 76102 817-392-7615 Direct Doug. Black a,fortworthtexas.p-ov City of Fort Worth — Working together to build a strong community. FoRTWORTH- RECIPIENTS - PLEASE CONTACT ME PRIOR TO FORWARDING MESSAGES DESIGNATED AS ATTORNEY -CLIENT COMMUNICATIONS. This e-mail and any files transmitted with it are confidential and are intended solely for the use of the individual or entity to which they are addressed. This communication may contain material protected by the attorney -client privilege. If you are not the intended recipient or the person responsible for delivering the e-mail to the intended recipient, be advised that you have received this e-mail in error and that any use, dissemination, forwarding, printing, or copying of this e-mail is strictly prohibited. If you have received this e-mail in error, please immediately notify Doug Black at the City of Fort Worth City Attorney's Office (817) 392-7615. 000515-1 ADDENDA Page i of 1 1 SECTION 00 05 15 2 ADDENDA 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 EN® OF SECTION CITY OF FORT WORTH SMALL DIAMETER WATER MAIN STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS EXTENSIONS, REPLACEMENTS & Revised July 1, 2011 RELOCATIONS CONTRACT 2019 City Project No. 102197 0011 13-1 INVITATION TO BIDDERS Page I of I SECTION 00 11 13 2 INVITATION TO BIDDERS 3 RECEIPT OF BIDS 4 Scaled bids for the construction of SMALL DIAMETER WATER MAIN EXTENSIONS, 5 REPLACEMENTS & RELOCATIONS CONTRACT 2019, City Project no. 102197 will be 6 received by the City of Fort Worth Purchasing Office: 7 8 City of Fort Worth 9 Purchasing Division 10 200 Texas Street I 1 Fort Worth, Texas 76102 12 until 1:30 P.M. CST, Thursday, July 25, 2019, and bids will be opened publicly and read aloud at 13 2:00 PM CST in the Council Chambers. 14 15 GENERAL DESCRIPTION OF WORK I6 The major work wi1l consist of the (approximate) following: 17 18 Extension, Replacement & Relocation of Small Diameter Water Mains (12-inch and Less) 19 and Water Services. 20 21 TIME PERIOD AND RENEWALS 22 The time period of this Agreement will be for one calendar year or the expiration of the funding, 23 whichever occurs last. The City reserves the right to renew the contract for up to two (2) 24 additional one calendar year time periods or up to two (2) additional funded expenditures of 25 $750,000.00 under the same terms, conditions and unit prices. The City shall provide at least 26 sixty (60)days' notice to the Contractor of the City's intent to renew. 27 28 PREQUALIF.ICATION 29 The improvements included in this project must be performed by a contractor who is pre- 30 qualified by the City at the time of bid opening. The procedures for qualification and pre- 31 qualification are outlined in the Section 00 21 13 INSTRUCTIONS TO BIDDERS. 32 33 DOCUMENT EXAMINATION AND PROCUREMENTS 34 The Bidding and Contract Documents may be examined or obtained on-line by visiting the City 35 of Fort Worth's Purchasing Division website at hLtp://www.fortworthtexas.gov/purchasin and 36 clicking on the Buzzsaw link to the advertised project folders on the City's Buzzsaw site. The 37 Contract Documents may be downloaded, viewed, and printed by interested contractors and/or 38 suppliers. The contractor is required to fill out and notarize the Certificate of Interested 39 Parties Form 1295 and the form must be submitted to the Project Manager before the 40 contract will be presented to the City Council. The form can be obtained at 41 https://www.ethics.state.tx.us/tedl295-Info.htm. 42 43 Copies of the Bidding and Contract Documents may be obtained from: 44 Adolfo Lopez 45 Water Department, Design Services 46 927 Taylor Street 47 Fort Worth, Texas 76102 48 49 CITY OF FORT WORTB SMALL DIAMETER WATER MAIN STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS EXTENSIONS, REPLACEMENTS & Revised December 22, 2016 RELOCATIONS CONTRACT 2019 City Project No. 102197 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 00 11 13-2 INVITATION TO BIDDERS Page 2 of 2 There is no cost for Bidding and Contract Documents CITY'S RIGHT TO ACCEPT OR REJECT BIDS City reserves the right to waive irregularities and to accept or reject bids. INQUIRIES All inquiries relative to this procurement should be addressed to the following: Attn: Adolfo Lopez, City of Fort Worth Email: adolfo.lopez@fortworihtexas.gov Phone: (817) 392-7829 AND/OR Attn. Lawrence Hamilton,P.E., City of Fort Worth Email: Lawrence.hami[ton@fortworthtexas.gov Phone: 817-392-7803 ADVERTISEMENT DATES June 27, 2019 July 4, 2019 20 END OF SECTION CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised December 22, 2016 SMALL DL4,METER WATER MAIN EXTENSIONS, REPLACEMENTS & RELOCATIONS CONTRACT 2019 City Project No. 102197 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 I9 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 SECTION 00 2113 INSTRUCTIONS TO BIDDERS 1. Defined Terms 0021 13 - 1 INSTRUCTIONS TO BIDDERS Page 1 of 9 1.1. Terms used in these INSTRUCTIONS TO BIDDERS, which are defined in Section 00 72 00 - GENERAL CONDITIONS. 1.2. Certain additional terms used in these INSTRUCTIONS TO BIDDERS have the meanings indicated below which are applicable to both the singular and plural thereof. 1.2.1. Bidder: Any person, firm, partnership, company, association, or corporation acting directly through a duly authorized representative, submitting a bid for performing the work contemplated under the Contract Documents. 1.2.2. Nonresident Bidder: Any person, firm, partnership, company, association, or corporation acting directly through a duly authorized representative, submitting a bid for performing the work contemplated under the Contract Documents whose principal place of business is not in the State of Texas. 1.2.3. Successful Bidder: The lowest responsible and responsive Bidder to whom City (on the basis of City's evaluation as hereinafter provided) makes an award. 2. Copies of Bidding Documents 2.1. Neither City nor Engineer shall assume any responsibility for errors or misinterpretations resulting from the Bidders use of incomplete sets of Bidding Documents. 2.2. City and Engineer in making copies of Bidding Documents available do so only for the purpose of obtaining Bids for the Work and do not authorize or confer a license or grant for any other use. 3. Pregaalification of Bidders (Prime Contractors and Subcontractors) 3.1. All Bidders and their subcontractors are required to be prequalified for the work types requiring prequalification at the time of bidding. Bids received from contractors who are not prequalified (even if inadvertently opened) shall not be considered. Prequalification requirement work types and documentation are as follows: 3.1.1. Water and Sanitary Sewer — Requirements document located at, https://projectpoir►t.buzzsavv.com/fortworthgov/Resources/02%20- %2OConstruction%2ODocurnents/Contractor°/o20Preq ualification/Water%20and%2 OSanitary%2OSewer%2OContractor%2OPreclualification%2OProgram/WSS%20pre gual%20requirements.do0public 3.2. Each Bidder unless currently prequalified, must be prepared to submit to City within seven (7) calendar days prior to Bid opening, the documentation identified in Section 00 45 11, BIDDERS PREQUALIFICATIONS. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised August 21, 2015 SMALL DIAMCTER WATER MAIN EXTENSIONS, REPLACEMENTS & RELOCATIONS CONTRACT 2019 City Project No. 102197 0021 13 - 2 INSTRUCTIONS TO BIDDERS Page 2 of 9 1 3.2.1. Submission of and/or questions related to prcqualification should be addressed to 2 the City contact as provided in Paragraph 6.1. 3 5 3.3. The City reserves the right to require any pre -qualified contractor who is the apparent low 6 bidder(s) for a project to submit such additional information as the City, in its sole 7 discretion may require, including but not limited to manpower and equipment .records, 8 information about key personnel to be assigned to the project, and construction schedule, 9 to assist the City in evaluating and assessing the ability of the apparent low bidder(s) to 10 deliver a quality product and successfully complete projects for the amount bid within 11 the stipulated time frame. Based upon the City's assessment of the submitted 12 information, a recommendation regarding the award of a contract will be made to the 13 City Council. Failure to submit the additional information, if requested, may be grounds 14 for rejecting the apparent low bidder as non -responsive. Affected contractors will be 15 notified in writing of a recommendation to the City Council. 16 17 3.4.In addition to prequalification, additional requirements for qualification may be required 18 within various sections of the Contract Documents. 19 20 4. Examination of Bidding and Contract Documents, Other Related Data, and Site 21 22 4.1. Before submitting a Bid, each Bidder shall: 23 24 4.1.1. Examine and carefully study the Contract Doclments and other related data 25 identified in the Bidding Documents (including "technical data" referred to in 26 Paragraph 4.2. below). No information given by City or any representative of the 27 City other than that contained in the Contract Documents and officially 28 promulgated addenda thereto, shall be binding upon the City. 29 30 4.1.2. Visit the site to become familiar with and satisfy Bidder as to the general, local and 31 site conditions that may affect cost, progress, performance or furnishing of the 32 Work. 33 34 4.1.3. Consider federal, state and local Laws and Regulations that may affect cost, 35 progress, performance or furnishing of the Work. 36 37 4.1.4. Not Used 38 39 4.1.5. Study all: (i) reports of explorations and tests of subsurface conditions at or 40 contiguous to the Site and all drawings of physical conditions relating to existing 41 surface or subsurface structures at the Site (except Underground Facilities) that 42 have been identified in the Contract Documents as containing reliable "technical 43 data" and (ii) reports and drawings of hazardous Environmental Conditions, if any, 44 at the Site that have been identified in the Contract Documents as containing 45 reliable "technical data." 46 CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised August 21, 2015 SMALL DIAMETER WATER MAIN EXTENSIONS, REPLACEMENTS & RELOCATIONS CONTRACT 2019 City Project No. 102197 0021 13 - 3 INSTRUCTIONS TO BIDDERS Page 3 of 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 10 4.1.7. Perform independent research, investigations, tests, borings, and such other means I I as may be necessary to gain a complete knowledge of the conditions which will be 12 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 16 conditions upon completion of such explorations, investigations, tests and studies. 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. Claims 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 Cfr Si OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised August 21, 2015 SMALL DIAMETER WATER MAIN EXTENSIONS, REPLACEMENTS & RELOCATIONS CONTRACT 2019 City Project No. 102197 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 S. 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 CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised August 21, 2015 SMALL DIAMETER WATER MAIN EXTENSIONS, REPLACEMENTS & RELOCATIONS CONTRACT 2019 City Project No. 102197 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 OnIy 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 13 City of Fort Worth 14 1000 Throckmorton ,Street 15 Fort Worth, TX 76102 16 Attn: Adolfo Lopez, Water Department 17 Fax: (817) 392-2527 18 Email: adolfo.Iopez@fortworthtexas.gov 19 Phone: (817) 392-7829 20 21 22 6.2. Addenda may also be issued to modify the Bidding Documents as deemed advisable by 23 City. 24 25 6.3. Addenda or clarifications may be posted via Buzzsaw at: 26 h s:// rojec oint.buzzsaw.com/client/FortWorth ov/Infrastructure%2OProjects/10099 27 3 %20- 28%20Small%2ODiameter%2OWater�'/o2OMain%2OExtensions %2ORe lacements%20%26 29%20Relocations%2OContract%2O2Ol7Bid%2ODocuments%20Packa e 30 31 6.4. A prebid conference may be held at the time and place indicated in the Advertisement or 32 INVITATION TO BIDDERS. Representatives of City will be present to discuss the 33 Project. Bidders are encouraged to attend and participate in the conference. City will 34 transmit to all prospective Bidders of record such Addenda as City considers necessary 35 in response to questions arising at the conference. Oral statements may not be relied 36 upon and will not be binding or legally effective. 37 38 7. Bid Security 39 40 7.1. Each Bid must be accompanied by Bid Bond made payable to City in an amount of five 41 (5) percent of Bidder's maximum Bid price on form attached, issued by a surety meeting 42 the requirements of Paragraphs 5.01 of the General Conditions. 43 CITY OF FORT WORTH SMALL DIAMETER WATER MAIN STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS EXTENSIONS, REPLACEMENTS & Revised August 21, 2015 RELOCATIONS CONTRACT 2019 City Project: No. 102197 0021 13 -6 INSTRUCTIONS TO BIDDERS Page 6 of 9 1 7.2. The Bid Bond of all Bidders will be retained until the conditions of the Notice of Award 2 have been satisfied. If the Successful Bidder fails to execute and deliver the complete 3 Agreement within 10 days after the Notice of Award, City may consider Bidder to be in 4 default, rescind the Notice of Award, and the Bid Bond of that Bidder will be forfeited. 5 Such forfeiture shall be City's exclusive remedy if Bidder defaults. The Bid Bond of all 6 other Bidders whom City believes to have a reasonable chance of receiving the award 7 will be retained by City until final contract execution. 9 8. Contract Times 10 The number of days within which, or the dates by which, Milestones are to be achieved in 11 accordance with the General Requirements and the Work is to be completed and ready for 12 Final Acceptance is set forth in the Agreement or incorporated therein by reference to the 13 attached Bid Form. 14 15 9. Liquidated Damages 16 Provisions for liquidated damages are set forth in the Agreement. 17 18 10. Substitute and "Or-Fqual" Items 19 The Contract, if awarded, will be on the basis of materials and equipment described in the 20 Bidding Documents without consideration of possible substitute or "or -equal" items. 21 Whenever it is indicated or specified in the Bidding Documents that a "substitute" or "or- 22 equal" item of material or equipment may be furnished or used by Contractor if acceptable to 23 City, application for such acceptance will not be considered by City until after the Effective 24 Date of the Agreement. The procedure for submission of any such application by Contractor 25 and consideration by City is set forth in Paragraphs 6.05A., 6.05B. and 6.05C. of the General 26 Conditions and is supplemented in Section 01 25 00 of the General Requirements. 27 28 11. ,Subcontractors, Suppliers and Others 29 30 11.1. In accordance with the City's Business Diversity Enterprise Ordinance No. 20020- 31 12-201 ]. (as amended), the City has goals for the participation of minority business 32 and/or small business enterprises in City contracts. A copy of the Ordinance can be. 33 obtained from the Office of the City Secretary. The Bidder shall submit the MBE and 34 SBE Utilization Form, Subcontractor/Supplier Utilization Form, Prime Contractor 35 Waiver Form and/or Good Faith Effort Form with documentation and/or Joint 36. Venture Form as appropriate. The Forms including documentation must be received 37 by the City no later than 2:00 P.M. CST, on the second business days after the bid 38 opening date. The Bidder shall obtain a receipt from the City as evidence the 39 documentation was received. Failure to comply shall render the bid as non- 40 responsive. 41 42 11.2. No Contractor shall be required to employ any Subcontractor, Supplier, other person 43 or organization against whom Contractor has reasonable objection. 44 45 12. Bid Form 46 47 12.1. The Bid Form is included with the Bidding Documents; additional copies may be 48 obtained from. the City. 49 CITY OF FORT WORTH SMALL DIAMETER WATER MAIN STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS EXTENSIONS, REPLACEMENTS & Revised August 21, 2015 RELOCATIONS CONTRACT 2019 City Project No. 102197 0021 13-7 INSTRUCTIONS TO BIDDERS Page 7 of 9 1 12.2. All blanks on the Bid Form must be completed by printing in ink and the Bid Form 2 signed in ink. Erasures or alterations shall be initialed in ink by the person signing 3 the Bid Form. A Bid price shall be indicated for each Bid item, alternative, and unit 4 price item listed therein. In the case of optional alternatives, the words "No Bid," 5 "No Change," or "Not Applicable" may be entered. Bidder shall state the prices, 6 written in ink in both words and numerals, for which the Bidder proposes to do the 7 work contemplated or famish materials required. All prices shall be written legibly. 8 In case of discrepancy between price in written words and the price in written 9 numerals, the price in written words shall govern. 10 11 12.3. Bids by corporations shall be executed in the corporate name by the president or a 12 vice-president or other corporate officer accompanied by evidence of authority to 13 sign. The corporate seal shall be affixed. The corporate address and state of 14 incorporation shall be shown below the signature. 15 16 12.4. Bids by partnerships shall be executed in the partnership name and signed by a 17 partner, whose title must appear under the signature accompanied by evidence of 18 authority to sign. The official address of the partnership shall be shown below the 19 signature. 20 21 12.5. Bids by limited liability companies shall be executed in the name of the firm by a 22 member and accompanied by evidence of authority to sign. The state of formation of 23 the firm and the official address of the firm shall be shown. 24 25 12.6. Bids by individuals shall show the Bidder's name and official address. 26 27 12.7. Bids by joint ventures shall be executed by each joint venturer in the manner 28 indicated on the Bid Form. The official address of the joint venture shall be shown. 29 30 12.8. All naives shall be typed or printed in ink below the signature. 31 32 12.9. The Bid shall contain an acknowledgement of receipt of all Addenda, the numbers of 33 which shall be filled in on the Bid Form. 34 35 12.10. Postal and e-mail addresses and telephone number for communications regarding the 36 Bid shall be shown. 37 38 12.11. Evidence of authority to conduct business as a Nonresident Bidder in the state of 39 Texas shall be provided in accordance with Section 00 43 37 — Vendor Compliance 40 to State Law Non Resident Bidder. 41 42 13. Submission of Bids 43 Bids shall be submitted on the prescribed Bid Form, provided with the Bidding Documents, 14 at the time and place indicated in the Advertisement or INVITATION TO BIDDERS, 45 addressed to Purchasing Manager of the City, and shall be enclosed in an opaque sealed 46 envelope, marked with the City Project Number, Project title, the name and address of 47 Bidder, and accompanied by the Bid security and other required documents. If the Bid is sent 48 through the mail or other delivery system, the sealed envelope shall be enclosed in a separate 49 envelope with the notation "BID ENCLOSED" on the face of it. 50 CITY OF FORT WORTH SMALL. DL42AETER WATER MAIN STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS EXTENSIONS, REPLACEMENTS & Revised August 21, 2015 RELOCATIONS CONTRACT 2019 City Project No. 102197 002113-8 INSTRUCTIONS TO BIDDERS Page 8 of 9 1 14. Modification and Withdrawal of Bids 2 3 14.1. Bids addressed to the Purchasing Manager and filed with the Purchasing Office 4 cannot be withdrawn prior to the time set for bid opening. A request for withdrawal 5 must be made in writing by an appropriate document duly executed in the manner 6 that a Bid must be executed and delivered to the place where Bids are to be submitted 7 at any time prior to the opening of Bids. After all Bids not requested for withdrawal 8 are opened and publicly read aloud, the Bids for which a withdrawal request has been 9 properly filed may, at the option of the City, be returned unopened. 10 11 14.2. Bidders may modify their Bid by electronic communication at any time prior to the 12 time set for the closing of Bid receipt. 13 14 15. Opening of Bids 15 Bids will be opened and read aloud publicly at the place where Bids are to be submitted. Al 16 abstract of the amounts of the base Bids and major alternates (if any) will be made available 17 to Bidders after the opening of Bids. 18 19 16. Bids to Remain Subject to Acceptance 20 All Bids will remain subject to acceptance for the time period specified for Notice of Award 21 and execution and delivery of a complete Agreement by Successful Bidder. City may, at 22 City's sole discretion, release any Bid and nullify the Bid security prior to that date. 23 24 17. Evaluation of Bids and Award of Contract 25 26 17.1. City reserves the right to reject any or all Bids, including without limitation the rights 27 to reject any or all nonconforming, nonresponsive, unbalanced or conditional Bids 28 and to reject the Bid of any Bidder if City believes that it would not be in the best 29 interest of the Project to make an award to that Bidder, whether because the Bid is 30 not responsive or the Bidder is unqualified or of doubtful financial ability or fails to 31 meet any other pertinent standard or criteria established by City. City also reserves 32 the right to waive informalities not involving price, contract time or changes in the 33 Work with the Successful Bidder. Discrepancies between the multiplication of units 34 of Work and unit prices will be resolved in favor of the unit prices. Discrepancies 35 between the indicated sum of any column of figures and the correct sum thereof will 36 be resolved in favor of the correct sum. Discrepancies between words and figures 37 will be resolved in favor of the words. 38 39 17.1.1. Any or all bids will be rejected if City has reason to believe that collusion exists 40 among the Bidders, Bidder is an interested party to any litigation against City, 41 City or Bidder may have a claim against the other or be engaged in litigation, 42 Bidder is in arrears on any existing contract or has defaulted on a previous 43 contract, Bidder has performed a prior contract in an unsatisfactory manner, or 44 Bidder has uncompleted work which in the judgment of the City will prevent or 45 hinder the prompt completion of additional work if awarded. 46 CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised August 21, 2015 SMALL DIAMETER WATER MAIN EXTENSIONS, REPLACEMENTS & RELOCATIONS CONTRACT 2019 City Project No. 102197 0021 13 - 9 INSTRUCTIONS TO BIDDERS Page 9 of 9 1 17.2. City may consider the qualifications and experience of Subcontractors, Suppliers, and 2 other persons and organizations proposed for those portions of the Work as to which 3 the identity of Subcontractors, Suppliers, and other persons and organizations must 4 be submitted as provided in the Contract Documents or upon the request of the City. 5 City also may consider the operating costs, maintenance requirements, performance 6 data and guarantees of major items of materials and equipment proposed for 7 incorporation in the Work when such data is required to be submitted prior to the 8 Notice of Award. 9 10 17.3. City may conduct such investigations as City deems necessary to assist in the I 1 evaluation of any Bid and to establish the responsibility, qualifications, and financial 12 ability of Bidders, proposed ,Subcontractors, Suppliers and other persons and 13 organizations to perform and furnish the Work in accordance with the Contract 14 Documents to City's satisfaction within the prescribed time. I5 16 17.4. Contractor shall perform with his own organization, work of a value not less than 17 35% of the value embraced on the Contract, unless otherwise approved by the City. 18 19 17.5. If the Contract is to be awarded, it will be awarded to lowest responsible and 20 responsive Bidder whose evaluation by City indicates that the award will be in the 21 best interests of the City. 22 23 17.6. Pursuant to Texas Government Code Chapter 2252.001, the City will not award 24 contract to a Nonresident Bidder unless the Nonresident Bidder's bid is lower than 25 the lowest bid submitted by a responsible Texas Bidder by the same amount that a 26 Texas resident bidder would be required to underbid a Nonresident Bidder to obtain a 27 comparable contract in the state in which the nonresident's principal place of 28 business is located. 29 30 17.7. A contract is not awarded until formal City Council authorization. If the Contract is 3I to be awarded, City will award the Contract within 90 days after the day of the Bid 32 opening unless extended in writing. No other act of City or others will constitute 33 acceptance of a Bid. Upon the contractor award a Notice of Award will be issued by 34 the City. 35 36 17.8. Failure or refusal to comply with the requirements may result in rejection of Bid. 37 38 IS. Signing of Agreement 39 When City issues a Notice of Award to the Successful Bidder, it will be accompanied by the 40 required number of unsigned counterparts of the Agreement. Within 14 days thereafter 41 Contractor shall sign and deliver the required number of counterparts of the Agreement to 42 City with the required Bonds, Certificates of Insurance, and all other required documentation. 43 City shall thereafter deliver one fully signed counterpart to Contractor. 44 45 46 47 END OF SECTION CITY OF FORT WORTH SMALL DIAMETER WATER MAIN STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS EXTENSIONS, REPLACEMENTS & Revised August 21, 2015 RELOCATIONS CONTRACT 2019 City Project No. 102197 0035 13 - 1 CONFLICT OF INTEREST AFFIDAVIT Page I of 1 1 SECTION 00 35 13 2 CONFLICT OF INTEREST AFFIDAVIT 3 4 Each bidder, offeror, or respondent (hereinafter also referred to as "you") to a City of Fort Worth 5 (also referred to as "City") procurement are required to complete Conflict of Interest 6 Questionnaire (the attached CIQ Form) and Local Government Officer Conflicts Disclosure 7 Statement (the attached CIS Form) below pursuant to state law, This affidavit will certify that the 8 Bidder has on file with the City Secretary the required documentation and is eligible to bid on 9 City Work. The referenced forms may be downloaded from the website links provided below. 10 I 1 fttL.-//ww v,ethics.state,tx,us/forins/C[Q.]2df 12 -- 13 htta:!/www.ethics.statc.tx,us/fold/CIS,pclf 14 15 X CIQ Form is on file with City Secretary 16 17 0 CIQ Form is being provided to the City Secretary 18 19 0 CIS Formm is on File with City Secretary 20 21 0 CIS Form is being provided to the City Secretary 22 23 24 25 BIDDER: RW 27 Telas,. Commercial. Construction, LLC By: Chado D _Ailed 28 Company (Please Print) 29�J �- 30 P.Q._Box 10395 _ _...... Signature: 31 Address 32 33 River.Qaks,_"IX 76114 _ Title: Vice President 34 City/State/Zip (Please Print) 35 36 37 END OF SECTION CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised March 27, 2012 SMALL DIAMETER WATER MAIN .EXTENSIONS, REPLACEMENTS & RELOCATIONS CONTRACT 2019 City Project No, 102197 0041 00 BID FORM Page 1 of 3 SECTION 00 4100 BID FORM TO: The Purchasing Manager c/o. The Purchasing Division 1000 Throckmorton Street City of Fort Worth, Texas 76102 FOR: SMALL DIAMETER WATER MAIN EXTENSIONS, REPLACEMENTS & RELOCATIONS CONTRACT 2019 City Project No.: 102197 Units/Sections: Water Improvements 1. Enter Into Agreement The undersigned Bidder proposes and agrees, if this Bid is accepted, to enter into an Agreement with City in the form included in the Bidding Documents to perform and furnish all Work as specified or indicated in the Contract Documents for the Bid Price and within the Contract Time indicated in this Bid and in accordance with the other terms and conditions of the Contract Documents. 2. BIDDER Acknowledgements and Certification 2.1. In submitting this Bid, Bidder accepts all of the terms and conditions of the INVITATION TO BIDDERS and INSTRUCTIONS TO BIDDERS, including without limitation those dealing with the disposition of Bid Bond. 2.2. Bidder is aware of all costs to provide the required insurance, will do so pending contract award, and will provide a valid insurance certificate meeting all requirements within 14 days of notification of award. 2.3. Bidder certifies that this Bid is genuine and not made in the interest of or on behalf of any undisclosed individual or entity and is not submitted in conformity with any collusive agreement or rules of any group, association, organization, or corporation. 2.4. Bidder has not directly or indirectly induced or solicited any other Bidder to submit a false or sham Bid. 2.5. Bidder has not solicited or induced any individual or entity to refrain from bidding. 2.6. Bidder has not engaged in corrupt, fraudulent, collusive, or coercive practices incompeting 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 SMALL DIAMETER WATER MAIN CITY OF FORT WORTH EXTENSIONS, REPLACEMENTS AND STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS RELOCATIONS CONTRACT 2017 Form Revised 20150821 City Project r 2IY7 Contract. 3. Prequalification 0041 00 BID FORM Page 2 of 3 The Bidder acknowledges that the following work types must be performed only by prequaiified contractors and subcontractors: a. Water Improvements - Replacement of Small Diameter Water Mains (12-inch and Less) b. C. H 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 4100 b. Required Bid Bond, Section 00 43 13 issued by a surety meeting the requirements of Paragraph 5.01 of the General Conditions. c. Proposal Form, Section 00 42 43 d. Vendor Compliance to State Law Non Resident Bidder, Section 00 43 37 e. MWBE Forms (optional at time of bid) f. Prequalification Statement, Section 00 45 12 g. Conflict of Interest Affidavit, Section 00 35 13 *If necessary, CIQ or CIS forms are to be provided directly to City Secretary h_ Any additional documents that may be required by Section 12 of the Instructions to Bidders 6. Total Bid Amount 6.1. Bidder will complete the Work in accordance with the Contract Documents for the following bid amount. In the space provided below, please enter the total bid amount for this project. Only this figure will be read publicly by the City at the bid opening. 6.2. It is understood and agreed by the Bidder in signing this proposal that the total bid amount entered below is subject to verification and/or modification by multiplying the unit bid prices for each pay item by the respective estimated quantities shown in this proposal and then totaling all of the extended amounts. SMALL DIAMETER WATER MAIN CITY OF FORT WORTH EXTENSIONS, REPLACEMENTS AND STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS RELOCATIONS CONTRACT 2017 Form Revised 20150821 City Project No. jay 4 /?;p 6.3, Total Bid Amount Total Bid 7. Bid Submittal This Bid is submitted on July 25th, 2019 s Respectfully submitted, (Signature) i Charles D. Allen (Printed Name) Title: Vice President Company: Texas Commercial Construction, LLC Address: P.O. Box 10395 River Oaks, TX State of Incorporation: Texas Email cal lengteiasconstruction.net Phone: 817-901-8499 END OF SECTION f CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 1 Farm Revised 20150821 00 41 00 RID FORM Page 3 of 3 $2, 863,625.00 by the entity named below. Receipt is acknowledged of thel following Addenda: Initial Addendum No. 1: Addendum No. 2: Addendum No. 3: Addendum No. 4: Corporate Seal: i "01%litlif1JJjJtt1/"i f,��fflfffflltl199t4�A�, SMALL DIAMETER WATER MAIN EXTENSIONS. REPLACEMENTS AND RELOCATIONS CONTRACT 2017 City Project No. _, ITEM BID LIST DESCRIPTION OF ITEMS WITH BID SPECIFICATION UNIT TOTAL NO. ITEM NO. QTY. PRICES WRITTEN IN WORDS SECTION NO. PRICE AMOUNT 1. 0170.0102 100 Ea. Work Order Mobilization 01 70 00 $ $2,000.00 $ $ 200,000.00 Per Each: Two Thousand Dollars and No Cents 2. 0170,0103 25 Ea. Work Order Emergency Mobilization 017000 $ $2,500.00 $ $ 62,500.00 Per Each: Two Thousand Five Hundred Dollars and No Cents 3. 3311.0061 200 Lf. 4" PVC Water Pipe 331112 $ $45.00 $ $ 9,000.00 Per Linear Foot: Forty Five Dollars and No Cents 4. 3311.0161 800 Lf. 6" PVC Water Pipe 331112 $ $55.00 $ $ 44,000.00 Per Linear Foot: Fifty Five Dollars and No Cents S. 3311.0261 1200 Lf; 8" PVC Water Pipe 331112 $ $60.00 $ $ 72,000.00 Per Linear Foot: Sixty Dollars and No Cents 6. 3311.0361 400 Lf. 10" PVC Water Pipe 331112 $ $65.00 $ $ 26,000.00 Per Linear Foot: Sixty Five Dollars and No Cents 7. 3311.0461 400 Lf. 12" PVC Water Pipe 33 11 12 $ $91.00 $ $ 36,400.00 Per Linear Foot: Ninety One Dollars and No Cents 8. 3311.0051 100 Lf. 4" DIP Water 331110 $ $60.00 $ $ 6,000.00 Per Linear Foot: Sixty Dollars and No Cents 9. 3311.0151 100 Lf. 6" DIP Water 33 11 10 $ $70.00 $ $ 7,000.00 Per Linear Foot: ' Seventy Dollars and No Cents B-1 ITEM BID LIST NO. ITEM NO. 10. 3311.0251 11. 3311.0351 12. 3311.0451 13. 3305.2002 14. 3305.2003 15. 3305.2004 16. 3305.1002 17. 3305.1003 DESCRIPTION OF ITEMS WITH BID SPECIFICATION UNIT TOTAL QTY. PRICES WRITTEN IN WORDS SECTION NO. PRICE AMOUNT 100 Lf. 8" DIP Water 331110 $ $85.00 $ $ 8,500.00 Per Linear Foot: Eighty Five Dollars and No Cents 100 Lf. 10" DIP Water 331110 $ $90.00 $ $ 9,000.00 Per Linear Foot: Ninety Dollars and No Cents 100 Lf. 12" DIP Water 331110 $ $95.00 $ $ 9,500.00 Per Linear Foot: Ninety Five Dollars and No Cents 100 Lf. 8" Water Carrier Pipe (DI w/ SS Casing 33 05 24 Spacers) $ $100.00 $ $ 10,000.00 Per Linear Foot: One Hundred Dollars and No Cents 100 Lf. 10" Water Carrier Pipe (DI w/ SS Casing 33 05 24 Spacers) $ $105.00 $ $ 10,500.00 Per Linear Foot: One Hundred Five Dollars and No Cents 100 Lf. 12" Water Carrier Pipe (DI w/ 55 Casing 33 05 24 Spacers) $ $120.00 $ $ 12,000.00 Per Linear Foot: One Hundred Twenty Dollars and No Cents 100 Lf. 16" Casing By Open Cut (Welded Steel) 33 05 22 $ $120.00 $ $ 12,000.00 Per Linear Foot: One Hundred Twenty Dollars and No Cents 100 Lf. 20" Casing By Open Cut (Welded Steel) 33 05 22 $ $130.00 $ $ 13,000.00 Per Linear Foot: One Hundred Thirty Dollars and No Cents B - 2 ITEM BID LIST DESCRIPTION OF ITEMS WITH BID SPECIFICATION UNIT TOTAL NO. ITEM NO. QTY. PRICES WRITTEN IN WORDS SECTION NO. PRICE AMOUNT 18. 3305.1004 100 Lf. 24" Casing By Open Cut (Welded Steel) 33 05 22 $ $140.00 $ $ 14,000.00 Per Linear Foot: One Hundred Forty Dollars and No Cents 19. 3305.1005 100 Lf. 30" Casing By Open Cut (Welded Steel) 33 05 22 $ $200.00 $ $ 20,000.00 Per Linear Foot: Two Hundred Dollars and No Cents 20. 3305.1102 100 Lf. 16" Casing By Other Than Open Cut 33 05 22 (Welded Steel w/ Grout) $ $425.00 $ $ 42,500.00 Per Linear Foot: Four Hundred Twenty Five Dollars and No Cents 21. 3305.1103 100 Lf. 20" Casing By Other Than Open Cut 33 05 22 (Welded Steel w/ Grout) $ $450.00 $ $ 45,000.00 Per Linear Foot: Four Hundred Fifty Dollars and No Cents 22, 3305.1104 100 Lf. 24" Casing By Other Than Open Cut 33 05 22 (Welded Steel w/ Grout) $ $450.00 $ $ 45,000.00 Per Linear Foot: Four Hundred Fifty Dollars and No Cents 23. 3305.1105 100 Lf. 30" Casing By Other Than Open Cut 33 05 22 (Welded Steel w/ Grout) $ $550.00 $ $ 55,000.00 Per Linear Foot: • Five Hundred Fifty Dollars and No Cents 24. 3312.3001 20 Ea. 4" Gate Valve 33 12 20 $ $800.00 $ $ 16,000.00 Per Each: Eight Hundred Dollars and No Cents 25. 3312.3002 25 Ea. 6" Gate Valve 331220 $ $1,100.00 $ $ 27,500.00 Per Each: One Thousand One Hundred Dollars and No Cents B-3 ITEM BID LIST DESCRIPTION OF ITEMS WITH BID SPECIFICATION UNIT TOTAL NO. ITEM NO. QTY, PRICES WRITTEN IN WORDS SECTION NO. PRICE AMOUNT 26. 3312.3003 25 Ea. 8" Gate Valve 33 12 20 $ $1,500.00 $ $ 37,500.00 Per Each: One Thousand Five Hundred Dollars and No Cents 27. 3312.3004 10 Ea. 10" Gate Valve 33 12 20 $ $2,400.00 $ $ 24,000.00 Per Each: Two Thousand Four Hundred Dollars and No Cents 28. 3312.3005 10 Ea. 12" Gate Valve 33 12 20 $ $2,800.00 $ $ 28,000.00 Per Each: Two Thousand Eight Hundred Dollars and No Cents 29. 3312.3101 5 Ea. 4" Cut -in Gate Valve 33 12 20 $ $1,600.00 $ $ 8,000.00 Per Each: One Thousand Six Hundred Dollars and No Cents 30. 3312.3102 5 Ea. 6" Cut -in Gate Valve 33 12 20 $ $2,500.00 $ $ 12,500.00 Per Each: Two Thousand Five Hundred Dollars and No Cents 31. 3312.3103 5 Ea, 8" Cut --in Gate Valve 33 1220 $ $3,000.00 $ $ 15,000.00 Per Each: Three Thousand Dollars and No Cents 32. 3312.3104 5 Ea. 10" Cut -in Gate Valve 33 12 20 $ $3,500,00 $ $ 17,500.00 Per Each: Three Thousand Five Hundred Dollars and No Cents ' 33. 3312.3105 5 Ea. 12" Cut -in Gate Valve 331220 $ $4,500.00 $ $ 22,500.00 Per Each: Four Thousand Five Hundred Dollars and No Cents 34. 0241.1301 5 Ea. Remove 4" Water Valve 02 41 14 $ $300.00 $ $ 1,500.00 Per Each: Three Hundred Dollars and No Cents B-4 ITEM BID LIST DESCRIPTION OF ITEMS WITH BID SPECIFICATION UNIT TOTAL NO. ITEM NO. QTY. PRICES WRITTEN IN WORDS SECTION NO. PRICE AMOUNT 35. 0241.1302 5 Ea. Remove 6" Water Valve 02 41 14 $ $350.00 $ $ 1,750.00 1 Per Each: Three Hundred Fifty Dollars and No Cents 36. 0241.1303 5 Ea. Remove 8" Water Valve 024114 $ $400.00 $ $ 2,000.00 Per Each: Four Hundred Dollars and No Cents _ 37. 0241.1304 5 Ea. Remove 10" Water Valve 024114 $ $450.00 $ $ 2,250,00 Per Each: Four Hundred Fifty Dollars and No Cents 38. 0241.1305 5 Ea. Remove 12" Water Valve 02 41 14 $ $800.00 $ $ 4,000.00 Per Each: Eight Hundred Dollars and No Cents 39. 3311.0001 15 Tn. Ductile Iron Water Fittings w/ Restraint 331111 $ $8,000.00 $ $ 120,000.00 Per Tan: Eight Thousand Dollars and No Cents 40, 3312.0001 20 Ea. Fire Hydrant 33 12 40 $ $4,200.00 $ $ 84,000.00 r Per Each: Four Thousand Two Hundred Dollars - and No Cents 41. 3305.0101 20 Vf. Fire Hydrant Stem Extension 330514 $ $450.00 $ $ 9,000.00 Per Vertical Foot: Four Hundred Fifty Dollars and No Cents _ 42, 0241.1510 5 Ea. Salvage Fire Hydrant 024114 $ $800.00 $ $ 4,000.00 Per Each: Eight Hundred Dollars and No Cents 43. 3312.4001 1 Ea. 6" x 4" Tapping Sleeve & Valve 33 12 25 $ $3,000.00 $ $ 3,000.00 Per Each: Three Thousand Dollars and No Cents B - 5 ITEM BID LEST DESCRIPTION OF ITEMS WITH BID SPECIFICATION UNIT TOTAL NO, ITEM NO. QTY. PRICES WRITTEN IN WORDS SECTION NO. PRICE AMOUNT 44. 3312.4002 1 Ea. 6" x 6" Tapping Sleeve & Valve 33 12 25 $ $3,000.00 $ $ 3,000.00 Per Each: Three Thousand Dollars and No Cents 45. 3312.4003 1 Ea. 8" x 4" Tapping Sleeve & Valve 33 12 25 $ $3,500.00 $ $ 3,500.00 Per Each: Three Thousand Five Hundred Dollars and No Cents 46. 3312.4004 1 Ea. 8" x 6" Tapping Sleeve & Valve 33 12 25 $ $4,500.00 $ $ 4,500.00 Per Each: Four Thousand Five Hundred Dollars and No Cents 47. 3312.4005 1 Ea. 8" x 8" Tapping Sleeve & Valve 33 12 25 $ $4,000.00 $ $ 4,000.00 Per Each: Four Thousand Dollars and No Cents 48. 3312.4101 1 Ea. 10" x 4" Tapping Sleeve & Valve 33 12 25 $ $4,000.00 $ $ . 4,000.00 I Per Each: IFour Thousand Dollars and No Cents f 49. 3312.4102 1 Ea. 10" x 6" Tapping Sleeve & Valve 33 12 25 $ $4,000.00 $ $ 4,000.00 +1 Per Each: I Four Thousand Dollars and No Cents [ 50. 3312.4103 1 Ea, 10" x 8" Tapping Sleeve & Valve 33 12 25 $ $4,000.00 $ $ 4,000.00 Per Each: Four Thousand Dollars and No Cents 51. 3312.4104 1 Ea. 10" x 10" Tapping Sleeve & Valve 33 12 25 $ $4,000.00 $ $ 4,000.00 Per Each: Four Thousand Dollars and No Cents 52. 3312.4105 1 Ea. 12" x 4" Tapping Sleeve & Valve 331225 $ $4,000.00 $ $ 4,000.00 Per Each: Four Thousand Dollars and No Cents B - 6 ITEM BID LIST DESCRIPTION OF ITEMS WITH BID SPECIFICATION UNIT TOTAL NO. ITEM NO. QTY. PRICES WRITTEN IN WORDS SECTION NO. PRICE AMOUNT 53. 3312.4106 1 Ea. 12" x 6" Tapping Sleeve & Valve 331225 $ $4,500.00 $ $ 4,500.00 Per Each: Four Thousand Five Hundred Dollars and No Cents 54. 3312.4107 1 Ea. 12" x 8" Tapping Sleeve & Valve 33 12 25 $ $4,500.00 $ $ 4,500.00 Per Each: Four Thousand Five Hundred Dollars and No Cents 55. 3312.4108 1 Ea. 12" x 10" Tapping Sleeve & Valve 33 1225 $ $4,500.00 $ $ 4,500.00 Per Each: Four Thousand Five Hundred Dollars ` and No Cents 56. 3312.4109 1 Ea. 12" x 12" Tapping Sleeve & Valve 33.1225 $ $4,500.00 $ $ 4,500.00 Per Each: Four Thousand Five Hundred Dollars and No Cents 57. 3312.4110 1 Ea. 16" x 4" Tapping Sleeve & Valve 331225 $ $4,500.00 $ $ 4,500.00 Per Each: Four Thousand Five Hundred Dollars _ and No Cents 58. 3312.4111 1 Ea. 16" x 6" Tapping Sleeve & Valve 33 12 25 $ $4,500.00 $ $ 4,500.00 Per Each: Four Thousand Five Hundred Dollars and No Cents 59. 3312.4112 1 Ea. 16" x 8" Tapping Sleeve & Valve 33 12 25 $ $4,500.00 $ $ 4,500.00 Per Each: ' Four Thousand Five Hundred Dollars and No Cents 60. 3312.4113 1 Ea. 16" x 10" Tapping Sleeve & Valve 33 12 25 $ $6,000.00 $ $ 6,000.00 Per Each: Six Thousand Dollars and No Cents 61. 3312.4114 1 Ea. 16" x 12" Tapping Sleeve & Valve 33 12 25 $ $6,500.00 $ $ 6,500.00 Per Each: Six Thousand Five Hundred Dollars and No Cents B - 7 ITEM BID LIST NO. ITEM NO. 62. 63. 1 64. W, 66. i 67 68. 3312.2004 69. 3312.2002 70. DESCRIPTION OF ITEMS WITH BID SPECIFICATION UNIT TOTAL QTY. PRICES WRITTEN IN WORDS SECTION NO. PRICE AMOUNT 25 Ea. 3/4" Water Tap to Main $ $500.00 $ $ 12,500.00 Per Each: Five Hundred Dollars and No Cents 100 Lf. 3/4" Copper Service Line $ $25.00 $ $ 2,500.00 Per Linear Foot: Twenty Five Dollars and No Cents 100 Lf. 3/4" Private Water Service $ $50.00 $ $ 5,000.00 Per Linear Foot: Fifty Dollars and No Cents 50 Lf. 3/4" Bored Water Service $ $35.00 $ $ 1,750.00 Per Linear Foot: Thirty Five Dollars and No Cents 25 Ea. 1" Water Tap to Main $ $1,250.00 $ $ 31,250.00 Per Each: One Thousand Two Hundred Fifty Dollars and No Cents 100 LE 1" Copper Service Line $ $44.00 $ $ 4,400.00 Per Linear Foot: Forty Four Dollars and No Cents 100 Lf, 1" Private Water Service 331210 $ $50.00 $ $ 5,000.00 Per Linear Foot: Fifty Dollars and No Cents 50 Lf. 1" Bored Water Service 33 12 10 $ $65.00 $ $ 3,250.00 Per Linear Foot: Sixty Five Dollars and No Cents 25 Ea. 1 1/2" Water Tap to Main $ $2,400.00 $ $ 60,000.00 Per Each: Two Thousand Four Hundred Dollars and No Cents B - 8 ITEM BID LIST DESCRIPTION OF ITEMS WITH BID SPECIFICATION UNIT TOTAL NO. ITEM NO. QTY. PRICES WRITTEN IN WORDS SECTION NO. PRICE AMOUNT 71. 100 Lf. 1 1/2" Copper Service Line $ $55.00 $ $ 5,500.00 Per Linear Foot: Fifty Five Dollars and No Cents 72. 3312.2104 100 Lf. 11/2" Private Water Service 33 12 10 $ T $50.00 $ $ 5,000.00 Per Linear Foot: Fifty Dollars and No Cents 73. 3312.2102 50 Lf. 1 1/2" Bored Water Service 33 12 10 $ $70,00 $ $ 3,500.00 Per Linear Foot: Seventy Dollars and No Cents i 74. 25 Ea. 2" Water Tap to Main $ $2,700.00 $ $ 67,500.00 Per Each: Two Thousand Seven Hundred Dollars and No Cents 75. 100 Lf. 2" Copper Service Line $ $55.00 $ $ 5,500.00 Per Linear Foot: Fifty Five Dollars and No Cents 76. 3312.2204 100 Lf. 2" Private Water Service 33 12 10 $ $60.00 $ $ 6,000.00 Per Linear Foot: Sixty Dollars and No Cents 77. 3312.2202 50 Lf. 2" Bored Water Service 331210 $ $80.00 $ $ 4,000.00 Per Linear Foot: Eighty Dollars and No Cents 78. 25 Ea. Class A PVC Meter Box (Furnish & Set) $ $250.00 $ $ 6,250,00 Per Each: Two Hundred Fifty Dollars and No Cents 79. 25 Ea. Class B PVC Meter Box (Furnish & Set) $ $400.00 $ $ 10,000.00 Per Each: Four Hundred Dollars and No Cents B - 9 ITEM BID LIST DESCRIPTION OF ITEMS WITH BID SPECIFICATION UNIT TOTAL NO. ITEM NO. QTY. PRICES WRITTEN IN WORDS SECTION NO. PRICE AMOUNT 80. 10 Ea. Class C PVC Meter Box (Furnish & Set) $ $350.00 $ $ 3,500.00 Per Each: Three Hundred Fifty Dollars and No Cents 81. 5 Ea. Class A Conc. Meter Box (Furnish & Set) $ $350.00 $ $ 1,750.00 Per Each: Three Hundred Fifty Dollars and No Cents 82. 5 Ea. Class B Conc. Meter Box (Furnish & Set) $ $500.00 $ $ 2,500.00 Per Each: Five Hundred Dollars and No Cents 83. 2 Ea. 1" Multiple Service Branch $ $550.00 $ $ 1,100.00 Per Each: Five Hundred Fifty Dollars and No ' Cents 84. 2 Ea. 11/2" Multiple Service Branch $ $550.00 $ $ 1,100.00 Per Each: Five Hundred Fifty Dollars and No Cents ' 85. 2 Ea. 2" Multiple Service Branch $ $700.00 $ $ 1,400.00 Per Each: Seven Hundred Dollars and No Cents 86. 5 Ea. Relocate 3/4" Water Meter $ $600.00 $ $ 3,000.00 Per Each: Six Hundred Dollars and No Cents 87. 5 Ea. Relocate 1" Water Meter $ $600.00 $ $ 3,000.00 Per Each: ' Six Hundred Dollars and No Cents B-10 ITEM BID LIST NO. ITEM NO. 88. 89. 90. 91. 3304.0102 92. 3312.2801 93. 3312.2802 94. 3312. 2803 95. 3312.2804 96. 3312.2805 DESCRIPTION OF ITEMS WITH BID SPECIFICATION UNIT TOTAL QTY. PRICES WRITTEN IN WORDS SECTION NO. PRICE AMOUNT 5 Ea. Relocate 1 1/2" Water Meter $ $600.00 $ $ 3,000.00 Per Each: Six Hundred Dollars and No Cents 5 Ea. Relocate 2" Water Meter $ $700.00 $ $ 3,500.00 Per Each: Seven Hundred Dollars and No Cents 5 Ea. Sprinkler System Backflow Preventer Relocation $ $1,000.00 $ $ 5,000.00 Per Each: One Thousand Dollars and No Cents 1500 Lf. 2" Temporary Water Services 33 04 30 $ $8.00 $ $ 12,000.00 Per Linear Foot: Eight Dollars and No Cents 10 Ea. Meter Vault for 3" Meter 331211 $ $10,000.00 $ $ 100,000.00 Per Each: Ten Thousand Dollars and No Cents 10 Ea. Meter Vault for 4" Meter 331211 $ $15,000.00 $ $ 150,000.00 Per Each: Fifteen Thousand Dollars and No Cents 10 Ea. Meter Vault for 6" Meter 331211 $ $16,000.00 $ $ 160,000,00 Per Each: Sixteen Thousand Dollars and No Cents 5 Ea. Meter Vault for 8" Meter 331211 $ $18,000.00 $ $ 90,000.00 Per Each: Eighteen Thousand Dollars and No Cents 5 Ea. Meter Vault for 10" meter 33 12 11 $ $20,000.00 $ $ 100,000.00 Per Each: Twenty Thousand Dollars and No Cents B-11 ITEM BID LIST DESCRIPTION OF ITEMS WITH BID SPECIFICATION UNIT TOTAL NO. ITEM NO. QTY. PRICES WRITTEN IN WORDS SECTION NO. PRICE AMOUNT 97. 0241.1602 5 Ea. Remove Concrete Water Vault 02 41 14 $ $2,000.00 $ $ 10,000.00 Per Each: Two Thousand Dollars and No Cents 98, 3312.0002 5 Ea. Water Sampling Station 33 12 50 $ $2,100.00 $ $ 10,500.00 Per Each: Two Thousand One Hundred Dollars and No Cents 99. 0241.1218 10 Ea, 2" or Smaller Water Abandonment Plug 02 41 14 $ $700.00 $ $ 7,000.00 Per Each: I Seven Hundred Dollars and No Cents 1 100. 0241.1218 10 Ea. 4"-12" Water Abandonment Plug 02 41 14 $ $800.00 $ $ 8,000.00 Per Each: Eight Hundred Dollars and No Cents ! 101. 5 Ea. 16" Water Pressure Plug $ $1,200.00 $ $ 6,000.00 Per Each: _ One Thousand Two Hundred Dollars and No Cents 102. I 50 Lf. Water Main Extra Depth (>than 1') $ $10.00 $ $ 500.00 Per Linear Foot: Ten Dollars and No Cents 103. 3305.0109 100 Lf. Trench Safety 33 05 10 $ $8.00 $ $ 800.00 Per Linear Foot: Eight Dollars and No Cents 104. 3305.0103 5 Ea, Exploratory Excavation of Existing 33 05 30 Utilities (0' - 5') $ $1,400.00 $ $ 7,000.00 Per Each: ` I One Thousand Four Hundred Dollars and No Cents B-12 ITEM BID LIST DESCRIPTION OF ITEMS WITH BID SPECIFICATION UNIT TOTAL NO. ITEM NO. QTY. PRICES WRITTEN IN WORDS SECTION NO. PRICE AMOUNT 105. 3305.0103 5 Ea. Exploratory Excavation of Existing 33 05 30 Utilities (5' - 10' j $ $1,800m $ $ 9,000.00 Per Each: 1 One Thousand Eight Hundred Dollars and No Cents 106. 3305.0103 5 Ea. Exploratory Excavation of Existing 33 05 30 Utilities (-10'- 20') $ $3,000.00 $ $ 15,000.00 Per Each: Three Thousand Dollars and No Cents r 107. 3305.0116 25 Cy. Concrete Encasement for Utility Pipes 33 05 10 f $ $165.00 $ $ 4,125.00 Per Cubic Yard: One Hundred Sixty Five Dollars and No Cents 108. 3305.0203 100 Cy. Imported Embedment/Backfill, CLSM 33 05 10 (Fiowable Fill) $ $150.00 $ $ 15,000.00 Per Cubic Yard: One Hundred Fifty Dollars and No Cents 109. 100 Cy. Imported Embedment/Backfill, Type B $ $35.00 $ $ 3,500.00 Per Cubic Yard: Thirty Five Dollars and No Cents 110. 3137.0101 10 Sy. Concrete Riprap 313700 $ $150.00 $ $ 1,500.00 _ Per Square Yard: One Hundred Fifty Dollars and No Cents Ill. 3137,0102 10 Sy. Large Stone Riprap, dry 313700 $ $125.00 $ $ 1,250.00 Per Square Yard: One Hundred Twenty Five Dollars and No Cents 112. 3137.0103 10 Sy. Large Stone Riprap, grouted 313700 $ $225.00 $ $ 2,250.00 Per Square Yard: Two Hundred Twenty Five Dollars and No Cents B-13 ITEM BID LIST DESCRIPTION OF ITEMS WITH BID SPECIFICATION UNIT TOTAL NO. ITEM NO. QTY. PRICES WRITTEN IN WORDS SECTION NO. PRICE AMOUNT 113, 3212,1110 100 Sy, Block Sod Placement 32 92 13 $ $10-00 $ $ 1,000.00 Per Square Yard: Ten Dollars and No Cents 114. 3292.0400 100 Sy. Seeding, Hydromulch 32 92 13 $ $10.00 $ $ 1,000.00 Per Square Yard: Ij Ten Dollars and No Cents I115. 3201.0151 200 Lf. Asphalt Pvmt Repair, Water Service 32 01 17 $ $50.00 $ $ 10,000.00 Per Linear Foot: Fifty Dollars and No Cents 116. 3201.0111 300 Lf. 4' Wide Asphalt Pvmt Repair, 32 0117 Residential $ $60.00 $ $ 18,000.00 Per Linear Foot: 4 Sixty Dollars and No Cents 117. 32.01,0112 300 Lf. 5' Wide Asphalt Pvmt Repair, 32 01 17 Residential $ $70.00 $ $ 21,000.00 Per Linear Foot: Seventy Dollars and No Cents 118. 3201.0113 300 Lf. 6' Wide Asphalt Pvmt Repair, 320117 Residential $ $85.00 $ $ 25,500.00 Per Linear Foot: Eighty Five Dollars and No Cents 119. 3201.0121 300 Lf. 4' Wide Asphalt Pvmt Repair, Arterial 320117 $ $65.00 $ $ 19,500.00 Per Linear Foot: Sixty Five Dollars and No Cents 120. 3201.0122 300 Lf. 5' Wide Asphalt Pvmt Repair, Arterial 32 01 17 $ $75.00 $ $ 22,500.00 Per Linear Foot: Seventy Five Dollars and No Cents B-14 ITEM BID LIST DESCRIPTION OF ITEMS WITH BID SPECIFICATION UNIT TOTAL NO. ITEM NO. QTY. PRICES WRITTEN IN WORDS SECTION NO. PRICE AMOUNT 121. 3201.0123 300 Lf. 6' Wide Asphalt Pvmt Repair, Arterial 320117 $ $90.00 $ $ 27,000.00 Per Linear Foot: Ninety Dollars and No Cents 122. 3201.0131 300 Lf, 4' Wide Asphalt Pvmt Repair, Industrial 320117 $ $65.00 $ $ 19,500.00 Per Linear Foot: Sixty Five Dollars and No Cents 123. 3201.0132 300 Lf. 5' Wide Asphalt Pvmt Repair, Industrial 32 01 17 $ $75.00 $ $ 22,500.00 Per Linear Foot: Seventy Five Dollars and No Cents 124. 3201.0133 300 Lf. 6' Wide Asphalt Pvmt Repair, Industrial 32 01 17 $ $90.00 $ $ 27,000.00 Per Linear Foot: Ninety Dollars and No Cents 125. 3201.0201 300 Sy. Asphalt Pvmt Repair Beyond Defined 32 01 17 Width, Residential $ $40.00 $ $ 12,000.00 Per Square Yard: Forty Dollars and No Cents 126, 3201.0202 300 Sy. Asphalt Pvmt Repair Beyond Defined 33 01 17 Width, Arterial $ $45.00 $ $ 13,500.00 Per Square Yard: Forty Five Dollars and No Cents 127. 3201.0203 300 Sy. Asphalt Pvmt Repair Beyond Defined 34 01 17 Width, Industrial $ $65.00 $ $ 19,500.00 Per Square Yard: Sixty Five Dollars and No Cents 128. 3201.0301 100 Sy. 2" Extra Width Asphalt Over Exist. Base 320117 $ $21.00 $ $ 2,100.00 Per Square Yard: Twenty One Dollars and No Cents B-15 ITEM BID LIST DESCRIPTION OF ITEMS WITH BID SPECIFICATION UNIT TOTAL NO. ITEM NO. QTY. PRICES WRITTEN IN WORDS SECTION NO. PRICE AMOUNT 12.9. 3201.0302 100 Sy. 3" Extra Width Asphalt Over Exist. Base 320117 $ $25XO $ $ 2,500.00 i Per Square Yard: Twenty Five Dollars and No Cents 130. 3201.0303 100 Sy. 4" Extra Width Asphalt Over Exist. Base 32 01 17 $ $35.00 $ $ 3,500.00 Per Square Yard: Thirty Five Dollars and No Cents 131. 3201.0400 100 Lf. Temporary Asphalt Paving Repair 320118 $ $21.00 $ $ 2,100.00 t Per Linear Foot: Twenty One Dollars and No Cents 132. 3211.0211 SO Sy. 6" Flexible Base, Type B, GR-1 32 11 23 $ $30.00 $ $ 1,500.00 Per Square Yard: Thirty Dollars and No Cents - 133. 3211.0212 50 Sy. 6" Flexible Base, Type B, GR-2 32 11 23 $ $30.00 $ $ 1,500,00 Per Square Yard: ! Thirty Dollars and No Cents 134. 200 Sy. High Early Strength Conc. $ $160.00 $ $ 32,000.00 Per Square Yard: One Hundred Sixty Dollars and No Cents 135. 3201.0614 300 Sy. Conc Pvmt Repair, Residential 320129 $ $90.00 $ $ 27,000.00 Per Square Yard: Ninety Dollars and No Cents 136. 3201.0616 300 Sy. Conc Pvmt Repair, Arterial/Industrial 320129 $ $95.00 $ $ 28,500.00 Per Square Yard: Ninety Five Dollars and No Cents B-16 l ITEM BID LIST DESCRIPTION OF ITEMS WITH BID SPECIFICATION UNIT TOTAL NO. ITEM NO. QTY. PRICES WRITTEN IN WORDS SECTION NO. PRICE AMOUNT 137. 300 Sy. Conc. Pvmt Over Exist. Base, Residential $ $85.00 $ $ 25,500.00 Per Square Yard: Eighty Five Dollars and No Cents 138. 100 Sy. Conc. Pvmt Over Exist. Base, Arterial/Industrial $ $90.00 $ $ 9,000.00 Per Square Yard: Ninety Dollars and No Cents 139. 3214.0300 100 Sy. Brick Pvmt Repair 321416 $ $160.00 $ $ 16,000.00 Per Square Yard: One Hundred Sixty Dollars and No i Cents 140. 3214.0600 100 Sy. Brick Pvmt Repair (City Supplied Brick) 321416 $ $150.00 $ $ 15,000.00 Per Square Yard: One Hundred Fifty Dollars and No Cents 141, 3216.0101 300 Lf. 6" Conc Curb and Gutter (Replaced) 32 16 13 $ $40.00 $ $ 12,000.00 1 Per Linear Foot: Forty Dollars and No Cents ' 142. 300 Lf. 6" Conc Curb and Gutter Attached to Conc. Pvmt (Replaced) $ $25.00 $ $ 7,500.00 i Per Linear Foot: 1 Twenty Five Dollars and No Cents 143. 3216.0301 50 Sy. 9" Conc Valley Gutter, Residential 32 16 13 $ $90.00 $ $ 4,500.00 t Per Square Yard: Ninety Dollars and No Cents 144. 3216.0302 50 Sy. 11" Conc Valley Gutter, 321613 Arterial/Industrial $ $95.00 $ $ 4,750.00 Per Square Yard: Ninety Five Dollars and No Cents B-17 ITEM BID LIST DESCRIPTION OF ITEMS WITH BID SPECIFICATION UNIT TOTAL NO. ITEM NO. QTY. PRICES WRITTEN IN WORDS SECTION NO. PRICE AMOUNT ' 145. 3213.0301 300 Sf. 4" Conc Sidewalk 321320 $ $10.00 $ $ 3,000.00 Per Square Foot: Ten Dollars and No Cents 146. 3213.0351 200 Sf. 4" Conc Sidewalk, Exposed Aggregate 32 13 20 $ $15.00 $ $ 3,000.00 Per Square Foot: iFifteen Dollars and No Cents 147. 3213.0401 300 Sf. 6" Concrete Driveway 32 13 20 $ $12.00 $ $ 3,600.00 i Per Square Foot: jl Twelve Dollars and No Cents 148. 3213.0451 200 Sf. 6" Concrete Driveway, Exposed 32 13 20 Aggregate $ $15.00 $ $ 3,000.00 Per Square Foot: Fifteen Dollars and No Cents 149. 3331.4112 50 Lf. 6" DIP Sewer Pipe (Replc. At Variable 33 11 10 Depth) $ $85.00 $ $ 4,250.00 Per Linear Foot: Eighty Five Dollars and No Cents 150. 50 Lf. 6" PVC Sewer Pipe (Replc. At Variable Depth) $ $75.00 $ $ 3,750.00 Per Linear Foot: ISeventy Five Dollars and No Cents 151, 3331.4119 50 Lf. 8" DIP Sewer Pipe (Replc. At Variable 33 11 10 Depth) $ $90.00 $ $ 4,500.00 Per Linear Foot: - Ninety Dollars and No Cents 1 152. 50 Lf. 8" PVC Sewer Pipe (Replc. At Variable f Depth) $ $80.00 $ $ 4,000.00 Per Linear Foot: + I Eighty Dollars and No Cents B-18 ITEM BID LIST DESCRIPTION OF ITEMS WITH BID SPECIFICATION UNIT TOTAL. NO. ITEM NO. QTY. PRICES WRITTEN IN WORDS SECTION NO. PRICE AMOUNT 153. 3331.4205 50 Lf, 10" DIP Sewer (Repfc. At Variable 331110 Depth) $ $100.00 $ $ 5,000.00 Per Linear Foot: One Hundred Dollars and No Cents 154. 50 Lf. 10" PVC Sewer Pipe (Repfc. At Variable Depth) $ $90.00 $ $ 4,500.00 Per Linear Foot: Ninety Dollars and No Cents 155. 3331.4212 50 Lf. 12" DIP Sewer (Repfc. At Variable 33 11 10 Depth) $ $110.00 $ $ 5,500.00 Per Linear Foot: One Hundred Ten Dollars and No Cents 156. 50 Lf. 12" PVC Sewer Pipe (Repfc. At Variable Depth) $ $90.00 $ $ 4,500.00 Per Linear Foot: Ninety Dollars and No Cents 157. 3331.4222 50 Lf. 16" DIP Sewer (Repfc. At Variable 33 11 10 Depth) $ $130.00 $ $ 6,500.00 Per Linear Foot: One Hundred Thirty Dollars and No Cents 158. 50 Lf. 15" PVC Sewer Pipe (Repfc. At Variable Depth) $ $100.00 $ $ 5,000.00 Per Linear Foot: One hundred Dollars and No Cents 159. 3471.0003 50 Ea. Traffic Control 347113 $ $1,500.00 $ $ 75,000.00 Per Each: One Thousand Five Hundred Dollars and No Cents B-19 j ITEM BID LIST J NO. ITEM NO. QTY. 160. 50 Ea. 1 6 DESCRIPTION OF ITEMS WITH BID SPECIFICATION UNIT TOTAL, PRICES WRITTEN IN WORDS SECTION NO. PRICE AMOUNT Street Use Permit $ 100.00 $ $ 5,000.00 Per Each: One Hundred Dollars and No Cents TOTAL AMOUNT BID $ 2,863,625.00 B-20 00 43 37 VENDOR COMPLIANCE TO STATE LAW Page 1 or 1 SECTION 00 43 37 VENDOR COMPLIANCE TO STATE LAW NON RESIDENT BIDDER Texas Government Code Chapter 2252 was adopted for the award of contracts to nonresident bidders. This law provides that, in order to be awarded a contract as low bidder, nonresident bidders (out-of-state contractors whose corporate offices or principal place of business are outside the State of Texas) bid projects for construction, improvements, supplies or services in Texas at an amount lower than the lowest Texas resident bidder by the same amount that a Texas resident bidder would be required to underbid a nonresident bidder in order to obtain a comparable contract in the State which the nonresident's principal place of business is located. The appropriate blanks in Section A must be filled out by all nonresident bidders in order for your bid to meet specifications. The failure of nonresident bidders to do so will automatically disqualify that bidder. Resident bidders must check the box in Section B. A. Nonresident bidders in the State of , our principal place of business, are required to be percent lower than resident bidders by State Law. A copy of the statute is attached. Nonresident bidders in the State of our principal place of business, are not required to underbid resident bidders. B. The principal place of business of our company or our parent company or majority owner is in the State of Texas. W"' BIDDER: Tejas Commercial Construction, LLC P.O. Box 10395 0 River Oaks, TX END OF SECTION CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Form Revised 20110627 By: Charles D. Allen (Signature) Title: Vice President Date: SMALL DIAMETER WATER MAIN EXTENSIONS, REPLACEMENTS AND RELOCATIONS CONTRACT2B#7 t W 11 City Project No. *0099.3- ® Z9-7 0045 11 -1 BIDDERS PREQUALIFICATIONS Page 1 of 3 I SECTION 00 4511 2 BIDDERS PREQUALIFICATIONS 4 1. Summary. All contractors are required to be prequalified by the City prior to submitting 5 bids. To be eligible to bid the contractor must submit Section 00 45 12, Prequalification 6 Statement for the work type(s) listed with their Bid. Any contractor or subcontractor who is 7 not prequalified for the work type(s) listed must submit Section 00 45 13, Bidder 8 Prequalification Application in accordance with the requirements below. 9 10 The prequalification process will establish a bid limit based on a technical evaluation and 11 financial analysis of the contractor. The information must be submitted seven (7) days prior 12 to the date of the opening of bids. For example, a contractor wishing to submit bids on 13 projects to be opened on the 7th of .April must file the information by the 31 st day of March 14 in order to bid on these projects. In order to expedite and facilitate the approval of a Bidder's 15 Prequalification Application, the following must accompany the submission. 16 a. A complete set of audited or reviewed financial statements. 17 (1) Classified Balance Sheet 18 (2) Income Statement 19 (3) Statement of Cash Flows 20 (4) Statement of Retained Earnings 21 (5) Notes to the Financial Statements, if any 22 b. A certified copy of the firm's organizational documents (Corporate Charter, Articles 23 of Incorporation, Articles of Organization, Certificate of Formation, LLC 24 Regulations, Certificate of Limited Partnership Agreement). 25 c. A completed Bidder Prequalification Application. 26 (1) The firm's Texas Taxpayer Identification Number as issued by the Texas 27 Comptroller of Public Accounts. To obtain a Texas Taxpayer Identification 28 number visit the Texas Comptroller of Public Accounts online at the 29 following web address www.window.state.tx,us/taUermi and fill out the 30 application to apply for your Texas tax ID. 31 (2) The firm's e-mail address and fax number. 32 (3) The firm's DUNS number as issued by Dun & Bradstreet. This number 33 is used by the City for required reporting on Federal Aid projects. The DUNS 34 number may be obtained at www.dnb.com. 35 d. Resumes reflecting the construction experience of the principles of the firm for firms 36 submitting their initial prequalification. These resumes should include the size and 37 scope of the work performed. 38 e. Other information as requested by the City. 39 40 2. Prequalification. Requirements 41 a. Financial Statements. Financial statement submission must be provided in 42 accordance with the following. 43 (1) The City requires that the original Financial Statement or a certified copy 44 be submitted for consideration. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised ]uly 1, 2011 SMALL DIAMETER WATER MAIN EXTENSIONS, REPLACEMENTS & RELOCATIONS CONTRACT 2019 City Project No. 102197 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 witb 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. I7 It should: (1) express an unqualified opinion, or (2) express a qualified 18 opinion on the statements taken as a whole. 19 (7) The City reserves the right to require a new statement at any time. 20 (8) The financial statement must be prepared as of the last day of any month, 21 not more than one year old and must be on file with the City 16 months 22 thereafter, in accordance with Paragraph 1. 23 (9) The City will determine a contractor's bidding capacity for the purposes 24 of awarding contracts. Bidding capacity is determined by multiplying the 25 positive net working capital (working capital = current assets — current 26 liabilities) by a factor of 10. Only those statements reflecting a positive 27 net working capital position will be considered satisfactory for 28 prequalification purposes. 29 (10) In the case that a bidding date falls within the time a new financial 30 statement is being prepared, the previous statement shall be updated with 31 proper verification. 32 b. Bidder Prequalification Application. A Bidder Prequalification Application must be 33 submitted along with audited or reviewed financial statements by firms wishing to be 34 eligible to bid on all classes of construction and maintenance projects. Incomplete 35 Applications will be rejected. 36 (1) In those schedules where there is nothing to report, the notation of 37 "None" or "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. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 20I t SMALL DIAMETER WATER MAIN EXTENSIONS, REPLACEMENTS & RELOCATIONS CONTRACT 2019 City Project No. 102197 004511-3 BIDDERS PREQUALIFICATIONS Page 3 of 1 c. The City will issue a letter as to the status of the prequalification approval. 2 d. If a contractor has a valid prequalification letter, the contractor will be eligible to bid 3 the prequalified work types until the expiration date stated in the letter. 4 5 6 7 8 9 END OF SECTION 10 CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 SMALL DIAMETER WATER MAIN EXTENSIONS, REPLACEMENTS & RELOCATIONS CONTRACT 2019 City Project No. 102197 SECTION 00 45 12 PREQUALIFICATION STATEMENT Each Bidder for a City procurement is required to complete the information below by identifying the prequalified contractors and/or subcontractors whom they intend to utilize for the major work type(s) listed. Major Work Type Contractor/Subcontractor Company Name Prequalification Expiration Date Water Improvements - Replacement of Small Tejas Commercial Construction, LLC 8/31/2020 Diameter Water Mains (12- inch and Less) 0 C+�iriprly Name Here rat gpwa Duty I-lar�: Of gpfl o 0 _ {. ornpainy Nams3 I leFe o space I_]r,tf� I'lor�r or , !7.r j a 0 0Urnpafly IJUM01 IL -re ar Apare Date slai�Ge The undersigned hereby certifies that the contractors and/or subcontractors described in the table above are currently prequalified for the work types listed. BIDDER: Tejas Commercial Construction, LLC By: Charles D. Allen P.O. Box 10395 0 (Signature) River Oaks, TX Title: Vice President Date: -, 7! 2- !> END OF SECTION SMALL DIAMETER WATER MAIN CITY OF FORT WORTH EXTENSIONS, REPLACEMENTS AND STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS RELOCATIONS CONTRACT 2019 Form Revised 20120120 City Project No. 102197 FORT Wopaj4 SECTION 00 4513 BIDDER PREQUALIFICATION APPLICATION Date of Balance Sheet Name under which you wish to qualify Post Office Box City Marls only one: Individual Limited Partnership General Partnership Corporation Limited Liability Company State Zip Code Street Address (required) City State Zip Code Telephone Fax Email Texas Taxpayer Identification No. Federal Employers Identification No. DUNS No. (if applicable) MAIL THIS QUESTIONAIRE ALONG WITH FINANCIAL STATEMENTS TO: CITY OF FORT WORTH TEXAS 1000 THROCKMORTON STREET FORT WORTH, TEXAS 76102-6311 AND MARK THE ENVELOPE: "BIDDER PREQUALIFICATION APPLICATION" 0045 13 - 2 BIDDER PREQUALIFiCATION APPLICATION Page 2 of 9 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 I and/or Block 2 is checked) Has fewer than 100 employees and/or Has less than $6,000,000.00 in annual gross receipts OR ❑ Does not meet the criteria for being designated a small business as provided in Section 2006.001 of the Texas Government Code. The classification of your firm as a small or large business is not a factor in determining eligibility to become prequalifted. 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 Server 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 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised December 20, 2012 SMALL DIAMETER WATER MAIN EXTENSIONS, REPLACEMENTS & RELOCATIONS CONTRACT 2019 City Project No. 102197 0045 13 - 3 CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised December 20, 2012 BIDDER PREQUALIMCATION APPLICATION Page 3 of 9 SMALL DIAMETER WATER MAIN EXTENSIONS, REPLACEMENTS & RELOCATIONS CONTRACT 2019 City Project No. 102197 0045 13 - 4 BIDDER PREQUAL.IFICATION APPLICATION Page 4 of 9 MAJOR WORK CATEGORIES, CONTENUED Sewer CIPP, 12-inches and smaller Sewer CIPP, 24-inches and smaller Sewer CIPP, 42-inches and smaller Sewer CIPP, All Sizes Sewer Collection System, Development, 8-inches and smaller Sewer Collection System, Urban/Renewal, 8-inches and smaller Sewer Collection System, Development, 12-inches and smaller Sewer Collection System, Urban/Renewal, 12-inches and smaller Sewer Interceptors, Development, 24-inches and smaller Sewer Interceptors, Urban/Renewal, 24-inches and smaller Sewer Interceptors, Development, 42-inches and smaller Sewer Interceptors, Urban/Renewal, 42-inches and smaller Sewer Interceptors, Development, 48-inches and smaller Sewer Interceptors, Urban/Renewal, 48-inches and smaller Sewer Pipe Enlargement 12-inches and smaller Sewer Pipe Enlargement 24-inches and smaller Sewer Pipe Enlargement, All Sizes Sewer Cleaning, 24-inches and smaller Sewer Cleaning, 42-inches and smaller Sewer Cleaning, All Sizes Sewer Cleaning, 8-inches and smaller Sewer Cleaning, 12-inches and smaller Sewer Siphons 12-inches or less Sewer Siphons 24-inches or less Sewer Siphons 42-inches or less Sewer Siphons All Sizes Transportation Public Works Asphalt Paving Construction/Reconstruction (LESS THAN 15,000 square yards) Asphalt Paving Construction/Reconstruction (15,000 square yards and GREATER) Asphalt Paving Heavy Maintenance (UNDER $1,000,000) Asphalt Paving Heavy Maintenance ($1,000,000 and OVER) Concrete Paving Construction/Reconstruction (LESS THAN 15,000 square yards) Concrete Paving Construction/Reconstruction (15,000 square yards and GREATER) Roadway and Pedestrian Lighting CITY OF FORT WORTH SMALL DIAMETFR WATER MAIN STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS EXTENSIONS, REPLACEMENTS & Revised December 20, 2012 RELOCATIONS CONTRACT 2019 City Project No. 102197 004513-5 BIDDER PREQUALIFICATION APPLICATION Page 5 of 9 1. List equipment you do not own but which is available by renting f DESCRIPTION OF EQUIPMENT I NAME AND DETAILED ADDRESS OF OWNER I 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? CONTRACT AMOUNT CLASS OF WORK DATE COMPLETED LOCATION CITY -COUNTY- STATE NAME AND DETAILED ADDRESS OF OFFICIAL TO WHOM YOU REFER *If requalifying only show work performed since last statement. 5.Have you ever failed to complete any work awarded to you?_ If so, where and why? b. 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 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 SMALL DIAMETER WATER MAIN STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS EXTENSIONS, REPLACEMENTS & Revised December 20, 2012 RELOCATIONS CONTRACT 2019 City Project No. 102197 00F4513-6 BIDDER PREQUALIFICATION APPLICATION Page 6 of 9 &. 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 I DETAILED ADDRESS 11. Give the names of any affiliates or relatives currently debarred by the City. Indicate your relationship to this person or firm. 12. What is the construction experience of the principal individuals in your organization? NAME PRESENT POSITION OR OFFICE YEARS OF EXPERIENCE MAGNITUDE AND TYPE OF WORK IN WHAT CAPACITY 13. If any owner, officer, director, or stockholder of your firm is an employee of the City, or shares the same household with a City employee, please list the naive 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 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised December 20, 2012 SMALL DIAMETER WATER MAIN EXTENSIONS, REPLACEMENTS & RELOCATIONS CONTRACT 2019 City Project No. 102197 00 45 13 - 7 BIDDER PREQUALIFICATION APPLICATION Page 7 of CORPORATION BLOCK PARTNERSE" BLOCK If a corporation: If a partnership: Date of Incorporation State of Organization Charter/File No. Date of organization President Is partnership general, limited, or registered limited liability partnership? Vice Presidents File No. (if Limited Partnership) General Partners/Officers ,Secretary Limited Partners (if applicable) Treasurer LIMITED LIABILITY COMPANY BLOCK If a corporation: State of Incorporation Date of organization File No. 1 Individuals authorized to sign for Partnership Officers or Managers (with titles, if any) Except for limited partners, the individuals listed in the blocks above are presumed to have full signature authority for your firm unless otherwise advised. Should you wish to grant signature authority for additional individuals, please attach a certified copy of the corporate resolution, corporate minutes, partnership agreement, power of attorney or other legal documentation which grants this authority. CITY OF FORT WORTH SMALL DIAMETER WATER MAIN STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS EXTENSIONS, REPLACEMENTS & Revised December 20, 2012 RELOCATIONS CONTRACT 2019 City Project No. 102197 14. Equipment 004513-8 BIDDER PREQUALIkICATION ,APPLICATION Page 8 of 9 TOTAL ITEM QUANTITY ITEM DESCRIPTION BALANCESHEET VALUE 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 Various - TOTAL Similar types of equipment may be lumped together. If your firm has more than 30 types of equipment, you may show these 30 types and show the remainder as "various". The City, by allowing you to show only 30 types of equipment, reserves the right to request a complete, detailed list of all your equipment. The equipment list is a representation of equipment Linder the control of the firin 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 WORT14 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised December 20, 2012 SMALL DIAMETER WATER MAIN EXTENSIONS, REPLACEMENTS & RELOCATIONS CONTRACT 2019 City Project No. 102197 00 45 13 - 9 BIDDER PREQUALIFICATION APPLICATION Page 9 of 9 BIDDER. ]PREQUALI FICATION 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 SMALL DIAMETER WATER MAIN STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS EXTENSIONS, REPLACEMENTS & Revised December 20, 20I2 RELOCATIONS CONTRACT 2019 City Project No. 102197 00.4526 - 1 CONTRACTOR COMPLIANCE WITH WORKER'S COMPENSATION LAW. Page I of 1 1 SECTION 00 45 26 2 CONTRACTOR COMPLIANCE WITH WORKERS COMPENSATION LAW 3 4 Pursuant to Texas Labor Code Section 406.096(a), as. amended, Contractor certifies that it 5 provides worker's compensation insurance coverage for al] of its employees employed on City 6 Project No. 10219'7. Contractor further certifies that, pursuant to Texas Labor Code., Section 7 406-096(b), as amended, it will,provide to City its subcontractor's certificates of compliance with 8 worker's compensation coverage, 9 10 CONTRACTOR: 13 Company (Please Print) 14 15 �� a`7'��x � �a�� ...._- Signatures 1.6 Address 17 �� p 18 • a0..� i� Title:.. C{ �, .. . 19 City/State/Zip f� j tom% (Please Print) 20 j 21 22 THE STATE OF TEXAS § 23 24 COUNTY OF TARRANT §. 25 26 BEFO ME, the ndersigned authority; on this day personalty appeared. 27 'ems 'C5 4 e known to mire to he the -person whose name is 28 subscribed to the foregoing instrument, and acknowledged to me that he/she :executed the same as 29 the act and deed of 1'or1ri tee {c° purposes (o .:... for the and 30 consideration therein expressed and in the capacity therein stated.. 31 32 GIVEbT LI DER MY 1 AND AND SEAT, OF OFFICE this C� �' I� day of 33 c� �i 20 { . 34 __.. 35- „�„ 36 00 PAEJL1 CJONES 37 ': Notary Public, State of Teas Notary Public in. an �^NratIe Mate of Texas "= Notary ID At 1256131�1-g ....�aS a MV Commi, i. FYnlr®e 39 - -END'OF SECTION 46 CITY OF FORT WORTFI SMALL DLkMP-T8R WATERMAIN STANDARD CONSTRUCTION SPBGWICATION DOCUMENTS I; 'ENSIGNS, "PLACEMENTS & Revised July 1, 2011 RELOCATIONS CONMACT 2¢19 City Project CIO. 102197 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 004540-1 Minority Business Enterprise Specifications Page 1 of 2 SECTION 00 45 40 Minority Business Enterprise Specifications APPLICATION OF POLICY If the total dollar value of the contract is greater than $50,000, then a MBE subcontracting goal is applicable. POLICY STATEMENT It is the policy of the City of Fort Worth to ensure the full and equitable participation by Minority Business Enterprises (MBE) in the procurement of all goods and services. All requirements and regulations stated in the City's current Business Diversity Enterprise Ordinance apply to this bid. MBE PROJECT GOALS The City's MBE goal on this project is 5 % of the total bid value of the contract (Base bid applies to Parks and Community Services). Note: If both MBE and SBE subcontracting goals are established for this project, then an Offeror must submit both a MBE Utilization Form and a SSE Utilization Form to be deemed responsive. COMPLIANCE TO BID SPECIFICATIONS On City contracts $50,000 or more where a MBE subcontracting goal is applied, Offerors are required to comply with the intent of the City's Business Diversity Enterprise Ordinance by one of the following. 1. Meet or exceed the above stated MBE goal through MBE subcontracting participation, or 2. Meet or exceed the above stated MBE goal through MBE Joint Venture participation, or 3. Good Faith Effort documentation, or; 4. Prime Waiver documentation. SUBMITTAL OF REQUIRED DOCUMENTATION The applicable documents must be received by the Purchasing Division, within the following times allocated, in order for the entire bid to be considered responsive to the specifications. The Offeror small deliver the MBE documerttatien in person to the approptiAle ciriployec of [lie purcligsing division and obtain a dateA nie- r"tBIp1. SLi01 reecipl shall be ovideuee that the City received the do%mir-pitation Lt tie time allocated, A faxed aiidInr ¢mailed copy will not be accept -1 1. Subcontractor Utilization Form, if received no later than 2:00 p.m., on the second City business goal is met or exceeded: day after the bid opening date, exclusive of the bid opening date. 2. Good Faith Effort and received no later.than 2:00 p.m., on the second City business Subcontractor Utilization Form, if day after the bid opening date, exclusive of the bid opening participation is less than stated goal: date. 3. Good Faith Effort and received no later than 2:00 p.m., on the second City business Subcontractor Utilization )form, if no day after the bid opening date, exclusive of the bid opening MBE participation: date, 4. Prime Contractor Waiver Form, received no later than 2:00 p.m., on the second City business if you will perform all day after the bid opening date, exclusive of the bid opening contracting/supplier work. date. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised June 9, 20I5 SMALL DIAMETER WATER MAIN EXTENSIONS, REPLACEMENTS & RELOCATIONS CONTRACT 2019 City Project No. 102197 1 2 3 4 5 6 7 S 9 10 II 00 45 40 - 2 Minority Business Enterprise Specifications Page 2 of 5. Joint Venture Form, if goal is met received no later than 2:00 p.m., on the second City business or exceeded. day after the bid opening date, exclusive of the bid opening date. FAILURE TO COMPLY WITH THE CITY'S BUSINESS DIVERSITY ENTERPRISE ORDINANCE WILL RESULT IN THE BID BEING CONSIDERED NON-RESONSIVE TO SPECIFICATIONS. FAILURE TO SUBMIT THE REQUIRED MBE DOCUMENTATION WILL RESULT IN THE BID BEING CONSIDERED NON -RESPONSIVE. A SECOND FAILURE WILL RESULT IN THE OFFEROR BEING DISQUALIFIED FOR A PERIOD OF ONE YEAR. THREE FAILURES IN A FIVE YEAR PERIOD WILL RESULT IN A DISQUALIFICAITON PERIOD OF THREE YEARS. Any Questions, Please Contact The M/WBE Office at (817) 212-2674. END OF SECTION CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised June 9, 20I5 SMALL DIAMETER WATER MAIN EXTENSIONS, REPLACEMENTS & RELOCATIONS CONTRACT 2019 City Project No. 102197 005243-1 Agreement Page I of 5 1 SECTION 00 52 43 2 AGREEMENT 3 4 THIS AGREEMENT, authorized on SEP 17, 2014 is :made by and between the City of 5 Forth Worth, a Texas home rule municipality, acting by and through its duly authorized City 6 Manager, ("City"), and Texas Commercial Construction, LLC , authorized to do 7 business in Texas, acting by and through its duly authorized representative, ("Contractor"). 8 City and Contractor, in consideration of the mutual covenants hereinafter set forth, agree as 9 follows: 10 Article 1. WORK 11 Contractor shall complete all Work 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 follows: 16 Small Diameter Water Main Extensions, Replacements & Relocations Contract 2019 17 City Project No.102197 18 Article 3. CONTRACT PRICE 19 City agrees to pay Contractor for performance of the Work in accordance with the Contract 20 Documents an amount, in current funds, of Seven Hundred Fifty Thousand Dollars 21 ($50,000.00 ). 22 Article 4. CONTRACT TIME 23 4.1 Final Acceptance. 24 The Work will be complete for Final Acceptance within 365 days after the date when the 25 Contract Time commences to run, as provided in Paragraph 2.03 of the General Conditions, 26 plus any extension thereof allowed in accordance with Article 12 of the General 27 Conditions. -Tf j� cvn ew:, w ni /P S _ 28 4.2 Liquidated Datnnages 29 Contractor recognizes that time is of the essence for completion of Milestones, if any, and 30 to achieve Final Acceptance of the Work and City will suffer financial loss if the Work is 31 not completed within the time(s) specified in Paragraph 4.1 above. The Contractor also 32 recognizes the delays, expense 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 shall pay City Three Hundred Fifteen and 36 001100 Dollars ($315.00) for each day that expires after the time specified in Paragraph 37 4.1 for Final Acceptance until the City issues the Final Letter of Acceptance. CITY Or FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised 11.15.17 SMALL DIAMETER WATER MAIN EXTENSIONS, REPLACEMENTS & RELOCATIONS CONTRACT 2019 City Project No. 10207 005243-2 Agreement Page 2 of 5 38 Article 5. CONTRACT DOCUMENTS 39 5.1 CONTENTS 40 A. The Contract Documents which comprise the 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) Prequalification Statement 48 4) State and Federal documents (project specific) 49 b. Current Prevailing Wage Rate Table 50 c. Insurance ACORD Form(s) 51 d. Payment Bond 52 e. Performance Bond 53 f. Maintenance Bond 54 g. Power of Attorney for the Bonds 55 h. Worker's Compensation Affidavit 56 i. MBE and/or SBE 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 reference and described in the Table of 61 Contents of the Project's Contract Documents. 62 6. Drawings. 63 7. Addenda. 64 8. Documentation submitted by Contractor prior to Notice of Award. 65 9. The following which may 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. INDEMNIFICATION 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, its officers, agents, employees, subcontractors, licenses or invitees 77 under this contract. This indemnification provision is specifically intended to operate 78 and be effective even if it is alleged or proven that all or some of the damages being 79 sought were caused in whole or in part, by any act omission or negligence of the ci 80 This indemnity provision is intended to include, without limitation, indemnity for 81 costs, expenses and legal fees incurred by the city in defending against such claims and 82 causes of actions. 83 CITY OF FORT WORTH SMALL DIAMETER WATER MAIN STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS EXTENSIONS, REPLACEMENTS & Revised 11.15.17 RELOCATIONS CONTRACT 2019 City Project No, 102197 00 52 43 - 3 Agreement Page 3 of 5 84 6.2 Contractor covenants and agrees to indemnify and hold harmless, at its own 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 indemnification 89 provision is specifically intended to operate and be effective even if it is alleged ar 90 proven that all or some of the damages beinu sou ht were caused in whole or in part 91 by any act, omission or negligence of the city. 92 93 Article 7. MISCELLANEOUS 94 7.1 Terms. 95 Terms used in this Agreement which are defined in Article I of the General Conditions will 96 have the meanings 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 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. 104 7.4 Severability. 105 Any provision or part of the Contract Documents held to be unconstitutional, void or 106 unenforceable 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. 109 7.5 Governing Law and Venue. 110 This Agreement, including all of the Contract Documents is performable in the State of III 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. 114 Contractor shall attach evidence of authority to sign Agreement if signed by someone other 115 than the duly authorized signatory of the Contractor. 116 117 7.7 Prohibition On Contracts With Companies Boycotting Israel. 118 Contractor ackr owledges that in accordance with Chapter 2270 of the Texas Government 119 Code, the City is prohibited from entering into a contract with a company for goods or 120 services unless the contract contains a written verification from the company that it: (1) 121 does not boycott Israel; and (2) will not boycott Israel during the term of the contract. CITY OF FORT WORTH SMALL DIAMETER WATER MAIN STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS EXTENSIONS, REPLACEMENTS & Revised 11.15.17 RELOCATIONS CONTRACT 2019 City Project No. I02197 00 52 43 -,4 Agreement Page 4 of 5 122 The terms "boycott Israel" and "company" shall have the meanings ascribed to those terms 123 in Section 808.001 of the Texas Government Code. By signing this contract, Contractor 124 certifies that Contractor's signature provides written verification to the City that 125 Contractor: (I) does not boycott Israel, and (2) will not boycott Israel during the term of 126 the contract. 127 128 7.8 Immigration Nationality Act. 129 Contractor shall verify the identity and employment eligibility of its employees who 130 perform work under this Agreement, including completing the Employment EIigibility 131 Verification Form (1-9). Upon request by City, Contractor shall provide City with copies of 132 all I-9 forms and supporting eligibility documentation for each employee who performs 133 work under this Agreement. Contractor shall adhere to all Federal and State Iaws as well as 134 establish appropriate procedures and contTols, so that no services will be performed by any 135 Contractor employee who is not legally eligible to perform such services. 136 CONTRACTOR SHALL INDEMNIFY CITY AND HOLD CITY HARMLESS 137 FROM ANY PENALTIES, LIABILITIES, OR LOSSES DUE TO VIOLATIONS OF 138 THIS PARAGRAPH BY CONTRACTOR, CONTRACTOR'S EMPLOYEES, 139 SUBCONTRACTORS, AGENTS, OR LICENSEES. City, upon written notice to 140 Contractor, shall have the right to immediately terminate this Agreement for violations of 141 this provision by Contractor. 142 143 79 No Third -Party Beneficiaries. 144 This Agreement gives no rights or benefits to anyone other than the City and the Contractor 145 and there are no third -party beneficiaries. 146 147 7.10 No Cause of Action Against Engineer. 148 Contractor, its subcontractors and equipment and materials suppliers on the PROJECT or their 149 sureties, shall maintain no direct action against the Engineer, its officers, employees, and 150 subcontractors, for any claim arising out of, in connection with, or resulting from the 151 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 otherwise, do not make 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 obligations, duties, and responsibilities, including, but not limited to, all 157 construction methods, means, techniques, sequences, and procedures necessary for 158 coordinating and completing all portions of the construction work in accordance with the 159 Contract Documents and any health or safety precautions required by such construction 160 work. The Engineer and its personnel have no authority to exercise any control over any 161 construction contractor or other entity or their employees in connection with their work or 162 any health or safety precautions. 163 164 SIGNATURE PAGE TO FOLLOW 165 CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised 11.15.17 SMALL DIAMETER WATER MAIN EXTENSIONS, REPLACEMENTS & RELOCATIONS CONTRACT 2019 City Project No. 102197 0052A3-5 Agreement Page 5 of 5 166 167 IN WITNESS WHEREOF, City and Contractor have each executed thi Agreement to be 168 effective as of the date subscribed by the City's designated Assistant Ci anager ("Effective 169 Date"). 170 Contractor: -TeJ as Co+mrvterG f 0L ( C'D1'18'i'YL"ovi1 LLC, (Signature) GLs-Ae< -0. (Printed Name) Title: of cam. Prat J----`f' Address: 3 mot' -76//y City/State/Zip: 1orfL it Date City of Fort Worth By: f Dan urghd Assi/stars City Mea ger Date f 16 / I �, , , Attest: City SE (Seal) M&C _ 19-0164 Date: 09/17/19 0.. "' ��No 0 . Iaorm 1295 No. 2019-526567 `e ` Contract Compliance Manager: By signing, I acknowledge that I am the person responsible for the monitoring and administration of this contract, including ensuring all performance and reporting regljirements. Lawrence Hamilton, P.E. Senior Professional Engineer Ap ove&sFormn and Legality. - Douglas W. Black Assistant City Attorney 171 172 APPROVAL RECO LADED: 173 174 175 Chris Harder, AE. 176 DIRECTOR, 177 Water Department 178 CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised 11.15.17 OFFIC-All, RECORD C11Y SECRETARY IFTDfAAfATER�W�A�TEEW MWH AIN RELOCATIONS CONTRACT 2019 City Project No. 102197 006113-1 PERFORMANCE BOND Page I of -I i SECTION 00 6113 2 PERFORMANCE BOND #4422885 3 5 4 THE STATE OF TEXAS § 5 § KNOW ALL BY THESE PRESENTS: 6 COUNTY OF TARRANT § ] 7 8 That we, Tejas Commercial Construction, LLC knownas 9 "Principal" herein and SureTec Insurance Company a corporate 10 11 surety(sureties, if more than one) duly authorized to do business in the State of Texas, known as "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, Seven Hundred Fifty Thousand Dollars 14 {$ 750,000.00 , lawful money of the United States, to be paid in Fort Worth, 15 Tarrant County, Texas for the payment of which sum well and truly to be made, we bind 16 ourselves, our heirs, executors, administrators, successors and assigns, jointly and severally, { 17 firmly by these presents. 18 WHEREAS, the Principal has entered into a certain written contract with the City 19 awarded the day of _SEP 17��? , 20^, which Contract is hereby referred to and 20 made a part hereof for all purposes as if fully set forth herein, to furnish all materials, equipment 21 labor and other accessories defined by law, in the prosecution of the Work, including any Change 22 Orders, as provided for in said Contract designated as Small Diameter Water Main Extensions, 23 .Replacements & Relocations Contract 2019; City Project No.102197 24 NOW, THEREFORE, the condition of this obligation is such that if the said Principal 25 shall faithfully perform it obligations under the Contract and shall in all respects duly and 26 faithfully perform the Work, including Change Orders, under the Contract, according to the plans, 27 specifications, and contract documents therein referred to, and as Well during any period of 28 extension of the Contract that may be granted on the part of the City, then this obligation shall be 29 and become null and void, otherwise to remain in full force and effect. i�r 1' CITY OF FORT WORT14 SMALL DIAMETER WATER MAIN ' STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS EXTENSIONS, REPLACEMETNS & Revised July 1, 2011 RELOCATIONS CONTRACT 2019 City Project No. 102197 00 61 13 - 2 PERFORMANCE BOND Page 2 of 3 1 PROVIDED FURTHER, that if any legal action be filed on this Bond, venue shall lie in 2 Tan -ant County, Texas or the United States District Court for the Northern District of Texas, Fort 3 Worth Division. i 4 This bond is made and executed in compliance vvitll the provisions of Chapter 2253 of the 5 Texas Government Code, as amended, and all liabilities on this bond shall be determined in 11 !1 rL UL 7 10 11 12 13 14 15 16 17 18 I9 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 accordance with the provisions of said statue. IN WITNESS WHEREOF, the Principal and the Surety have SIGNED and SEALED this instrument by duly authorized agents and officers on this the SEP 17 I'll ., 20 ATTEST: (Principal) Secretary Witness as VPrincipal 4 Witness Sure y CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 day of PRINCIPAL: Tejas Commercial Construction, LLC BY: Signature Charles Allen, Vice -President Name and Title Address: P.O. Box 10395 River Oaks, Texas 76114 SURETY: SureTec Insurance Company BY: Ask Signature Chris Lynn Holt, Attor_n_e3 -In_-Fact Name and Title Address: 9737 Great HiIIs Trail, Suite 32o Austin, Texas 78759 Telephone Number: 817-287-3228 SMALL DIAMETER WATER MAIN EXTENSIONS, REPLACEMETNS & RELOCATIONS CONTRACT 2019 City Project No. 102197 fJ i f I 006113-3 PERFORMANCE BOND Page 3 of 3 I *Note: If signed by an officer of the Surety Company, there must be on file a certified extract 2 from the by-laws showing that this person has authority to sign such obligation. If 3 Surety's physical address is different from its mailing address, both must be provided. 4. The date of the bond shall not be prior to the date the Contract is awarded. 5 CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 SMALL DIAMETER WATER MAIN EXTENSIONS, REPLACEMETNS & RELOCATIONS CONTRACT 2019 City Project No. 102197 ppp : 4221828 SureTec Insurance Company LUM=4 POWER OF ATTORNEY Know Ail Men by nese Presence. That SURETHC INSURANCE CONTANY (tile "Company"), a corporation duly organized and existing under the laws of the State of Texas, and having its principal office in Hougtan, Harris County, Texas, do&-; by these presents risks, cans#ltete arld appoint ChNs Lynn 1-16t, Mark Mitchell, Natalie R- McCalment, Jim 1-1- Barr. Russell Board. Roger & Redden, Rhonda Wells its truer anti lawful Attorney-in-fke:i, with full power and aelthorily hereby conferred in its name, glace attd OnK to r~xeeute, acknowledge and deliver any and all bonds, reccgni non undcrtakingx tar other instt•mmenta or contracts of suretyship to include waiwWaa to the conditions of contracts and parts.enls of sur. ty for, pmviding tltc bond penalty does no>i exceed Five MI111an and =100 Oullar ( ,QOCI,400,DO) asrad to hired the Company thacby as fatly and to the 54M6 extent as if shell bond were signed by the CEO, sealed with [he corporate seal of the Company and duly attested by ILq Sd=tary, hereby ratifying usrd co4t`treing all drat the said Attomey-in-Fact may der in the pro: raises. Said appointment is made under and by authority of the fbEowing resolutions of the Board of Direcwrs of the SareT�-.c [tisurance Company: Ba it R &ohred That the President, imy V les -President, any Assistant Viet -President, any Seueuary or any Awisl=L ScCrcrary shall ba and is hereby vasted wJth full power and authority to appoint any uno or mare suitgble p+sraans as Al1orrley(s)-1n-Fact to rrptescnt and act for and on behitifbf the Company subject to the following provisions; Atiorngy-N-Fact my W given full p(iwcr turd authhrity for and In thoname of and of behalf of the Compatly. to exemnute, imI nowtedge mid deliver, any and all bonds, reaognixanccs, contrcmts, nsmornc❑ts or indemnity and other renditional or obligatory urldu utkings mud any and ail notices and decumonts canaoeiing or tarmtnriting the C❑mpaDy's- liability thcrcuador. " any. suoh lintTwntmin w executed by auy such Attorney -in -Far# shall be bhsding upon the CompmV ms ifsigrred by the Prosidml and & lore and er[=ed by the Corporate Secretary, Be it RnaotwA that the signnture-of any autherinad affloar acid seal of [he Company hcratuforo or hereafter afrmed to -any power of aRarrmy or any cerilf sate rclaung those+ by raca€mlle, and tiny }rower ofgtprney or certificate' bDaring fscsimi€e signanurrr or fhosimile seal sieall be v03id d binding upote the Compol3y with resprct to any bond or undertaking to which ft is attached. (Adcpred at a meerfng laid on 20, a��iprif. 1999,) In WUneis Whereaf. SURETEC WCJRANCF .COMYAWY has caused [here presents to be Signed by its CEO, arid its corporate seal to be harato affiLxed this, loan day of Auqusf , A.D. 2018 . �}a+1fr STIRLITEC 1148 PA ICY u w Joltm Kno ., C_L State of Texas ss; ?p r County of i�arrl s On this tsan day of "ust , A_D_ 2019 bcforri we persurial-l}' came John 1-:rrex Jr„ to the known.. who, hamg by me dilly sworn. did depose srtd sfiy, Ihu[ he res€das in HouiLM n, Texas, lbH1 ho is CEO of SURETEC INSURANCE COMPANY, tim campmy douTibW in wW whIrIL cxecutad rho ahawc irt9trinmrnti that he kltpws the seal of saiti Company; that the se�l-aFfixed to said instrrunew is sudr sorpormo-seal. dish It was So aeflixed 4Y QMrT of the Bowd of Directors of ntid a; ornpany; and that he signed his name thmvtP by tike order, ,x,F+tiM+T IAAola--YN CF1CFKLFAF ''kk 'r. 1ht+rlIffy Vh111111J, .Sgfle 13 ln;raG ,-AN\N� Jaeek yn Gr-ecultaf, Ala€ory Public My commiss ion expires May 18, 2021 1, M. Brent Beaty, Assistan t Swreta of SURETEC INSIF NCE COMPANY, do hereby aellify that the ahava and farcgoing is et true wfJ airrect ropy of a Power of Anarnry, ozeetlled by said Company. which J.s sd li in ful I force and efrmt: and furthermore- the rasolutions of the Board of Directors, sat uut In 1 ho Power of JArtornay nee In full foreas and effect Given wader my hand and the Beal of said Compaety at Houston, Texas this day of 7;4!2�_ A-D. A . Rrerlf Beaty, A ldan€ ScObtary Any Ita8trumant 3ssud3d In axrass of the ponality stated above is totally Vold and without arry validity. i`or vorJficatlUri of thu HUIhaalty of than power y u u may tall i713) 912-01100 any bualnnss clay betwoon 810 am arrd S-N }err! 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: http://www.tdi.state.tx.us Email: ConsumerProtection@tdi.texas.gov PREMIUM OR CLAIM 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. Texas Rider 06042014 E � . 0061 14 -1 1 PAYMENT BOND Page 1 of 2 J 1 SECTION 00 6114 2 PAYMENT BOND #4422885 3 4 THE STATE OF TEXAS § 5 § KNOW ALL BY THESE PRESENTS: 6 COUNTY OF TARRANT § 7 8 That we Teas Commercial Construction, LLC known as 9 "Principal" herein, and SureTec Insurance Company a 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 filmly bound unto the City of Fort Worth, a 44 12 municipal corporation created pursuant to the laws of the State of Texas, known as "City" herein, 1 13 in the penal sum of Seven Hundred Fifty Thousand Dollars 14 ($ 750,000.00 ), lawful money of the United States, to be paid in Fort Worth, 15 Tarrant County, Texas, for the payment of which sum well and truly be made, we bind ourselves, 16 our heirs, executors, administrators, successors and assigns, jointly and severally, firmly by these 17 Presents: 18 WHEREAS, Principal has entered into a certain written Contract with City, awarded the 19 day of SEP 17106 y _ , 20 ,which Contract is hereby referred to .and 20 made a part hereof for all purposes as if fully set forth herein, to furnish all materials, equipment, 1 21 labor and other accessories as defined by law, in the prosecution of the Work as provided for in 1 22 said Contract and designated as Small Diameter Water Main Extensions Replacements & } 23 Relocations Contract 2019; City Project No. 102197 l 24 NOW, THEREFORE, THE CONDITION OF THIS OBLIGATION is such that if 25 Principal shall pay all monies owing to any (and all) payment bond beneficiary (as defined in 26 Chapter 2253 of the Texas Government Code, as amended) in the prosecution of the Work under i 27 the Contract, then this obligation shall be and become null and void; otherwise to remain in full 28 force and effect. 29 This bond is made and executed in compliance with the provisions of Chapter 2253 of the P P 30 Texas Government Code, as amended, and all liabilities on this bond shall be determined in 31 accordance with the provisions of said statute. - 32 CITY OF FORT WORTH SMALL DIAMETER WATER MAIN STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS EXTENSIONS, REPLACEMENTS & Revised July 1, 2011 RELOCATIONS CONTRACT 2019 City Project No. 102197 O 0061 14 - 2 PAYMENTBOND Page 2 of 2 1 IN WITNESS WHEREOF, the Principal and Surety have each SIGNED and SEALED 2 this instrument by duly authorized agents and officers on this the day of 3 _ SEP 17 20 , 20 4 I PRINCIPAL: Teas Commercial Construction, LLC ATTEST: BY: Signature Charles Allen, Vice -President (Principal) Secretary Name and Title Address: P.O. Box 10395 River Oaks, Texas 76114 Witness a o Principal I�SURETY: J SureTec Insurance Company ATTEST: BY: �� ._... Signature Chris Lynn Holt, Attorney -In -Fact (Surety) Secretary Name and Title Address: 9737 Great Hills Trail, Suite 320 Austin, Texas 78759 itne=p4 Surety Telephone Number: 817-287-3228 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. f 1 END OF SECT -ION 12 CITY OF FORT WORTH SMALL DIAMETER WATER MAIN STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS EXTENSIONS, REPLACEMENTS & Revised July 1, 2011 RELOCATIONS CONTRACT 2019 City Project No. I02197 POA p: 4221928 SnreTec Insurance Company LIMITED POWER F ATTORNEY Know All Men by These PreignA, That SURET'EC iNSURANCE COMPANY (dio "Company"), a corporntion duly organizod and existing and f the laws of the State of'texas,-and raving its prillcipul offer in Houoor� Harris County, Texas, does by these presents make, constitute and appoint Chrls Lynn Mott. Metk Mitchell, hiatelle R. McCalrnenl, .11m H. Barr. Russell Board, Roper A. Redden, Rhonda Wells its tme aad 1awfuI Attorney -in -fact, with full power and authority hereby conNrred fn its name. pInce and stead, to exeoute, acknowledge and deliver any and ad bonds, reoagnixancos, undertakings or other hlstruntmnts or contracis of suretyahip to include waivers to the conditions of contracts and conseots cif surety for, Voviding the bond penalty does not exceed F[ve Million and OO11DO R)Ilars ($5,000,000.00). and w bind the Octnpnny thereby as fLdly and to the same owmt as if sui;h bond were-sigried by the GEO, sealed witty the corpamle seal of the Company tend duly attested by Iv; Secrmtary, hereby ratifying and confirming all that the said Attorney -in -fact rnny do in the premism. Said appointment is made under and by authority of the following reaokations of the Hoard of Directors of the SnreTec insuranov ompany: Re if R,3soived, that the Presidont, arty Vice -President, itny Assistant Vice restdc it, any Secretory or any Assistant Se"Clary shall be and is hereby vested with Fall Prover and authority to appoint any cma or mom suitable persons o Atitmey(s)-In-Fact to represent and act for and on behalf of the Company subject to the following provisions: Ane wvay-In-lace may be given 041 power and siuflwHty't*ar and in the narne.of ur d of befi f of tho Company, to tnmutc, acknowKime And dellver, any and all beads; rcmgiiizaoces, cvntnmts, agreeineiita or Indemnity and other conditional or obligatory undertakings and any and atl noutices and dIXLMt TS C$noeI4 or tormin$ting tU Coirrpany's liahNty t#izraundcr, and any such in5trumortts out exer,wed by any such Attorney -in -Fact shall be binding upon Lb Company ux if signed by the President and scaled mid cMcteti by tho Cnrpomte Secretary, Be it Resolved. that the slgnsium of any anthmircd oft3 r and and of the f onaPsny harat.affiru or hcrrnfl r Afitxed to any power of tutornay or any ce:rttfisatp relating therata by fiicsinailc, and any grower of attorney or certificate bearing fecsimi la signatum of #ltcstmile scat iftil N valid and binding upon the Company with Mpmt to imy bond or undertaking to which it is attauhed. (Adopted at a meesing hold uR 20'6 of.4prd, 199°9.) in aG gmess N'J emf., SURETEC INSURANCE COMPANY has. caused these presents to be signed by its CEO, and ita corporate sea[ to be hrxnto affrxod this lave day of Ae,yust + A.D. MIS . Sf A4ETEC INS PANY k Hy. iu John K1313r., C- State of Texas as; 4 ,r County ofTTWT1.'g on this 181h day CT AU0431 , A_f]_ 20IR before me personally came John Knox Jr to ate known, who, boing by me duly swum, did depose bnd say, that he resides in Houston, Texas, that tit is CM of Si RETEC [NSUR.ANCE CUWANY, thrF company ckaurlbtd in aril wh10i executed the aboves it3str mmti that ho knom the sea[ of said Company that Ihasertj lofted to said 1nsinrrrmnt is such corpormt seal; that it was so siiixed by order of the S'DW of Directors ref said Conipany-, and mat Ire sighed his name thcmw by W<e order. 1AC11t1Cl_Y�1 1; 1=Fb1LF]A]f� ni(Anoy I'tilrll+j. Stntaol In/'�4n�r�141 Ytyir�4(JJ1-tti-k!tl f ? ts510 f629 ,-Amor JneqVelyii Greenlear. Notary Public Myconunisskmexpires May18,2021 t, JVL $rent Bcaty, Assi start Secretary of S['lRETEC n+t: UIUNCE COWANY. du hemby certify that the abuvc cent Tomping Is a 1 nm and Correct copy of a Power of Atlnrney, executed by said Cmrnptwy, which is rd It In full rorce and c0cut; and turthermoro, tNc resolutionn of ills i3ourd of oirectars, wr out In the Puwerr of Mtornay ere in full retee and effect_ Given under my hand and the seal of sdd Campaay at Houstan. Texas t]iis. _day of �'t� - 4-D, . Brent Beaty, AM. Ntaret S1!C*t9Ty Any Nstrumunt I Muod Ire excess of the penalty stubear above Is toraVy void and without any uallttlty. For verlffeatton of the authority of this pourer you may Bail (713) 812-0800 any Itui l read day bakwaen a:30 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 t6 obtain information on companies, coverage, rights or complaints at 1-800-252- 3439. You may write the Texas Department of Insurance at PO Box 149I04 Austin, TX 78714-9104 Fax#:512-490-1007 Web: http://www.tdi.state.tx.us Email: ConsumerProtection@tdi.texas.gov tdi.texas.gov PREMIUM OR CLAIM 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. Texas Rider 06042014 i� J 0061 19 -1 MAINTENANCE BOND Page 1 of 1 SECTION 00 6119 2 MAINTENANCE BOND #4422885 3 4 THE STATE OF TEXAS § 5 § KNOW ALL BY THESE PRESENTS: 6 COUNTY OF TARRANT § 7 8 That we Tejas Commercial Construction, LLC 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 12 municipal corporation created pursuant to the laws of the State of Texas, known as "City" herein, 13 in the sum of Seven Hundred Fifty Thousand Dollars 14 ($ 750,000.00 ), Iawful money of the United States, to be paid in Fort Worth, 15 Tarrant County, Texas, for payment of which sutra well and truly be made unto the City and its 16 successors, we bind ourselves, our heirs, executors, administrators, successors and assigns, jointly 17 and severally, firmly by these presents. 18 19 WHEREAS, the Principal has entered into a certain written contract with the City awarded 20 the day of $EP 17 2019 , 20 , which Contract is hereby 21 referred to and a made part hereof for all purposes as if fully set forth herein, to furnish all 22 materials, equipment labor and other accessories as defined by law, in the prosecution of the 23 Work, including any Work resulting from a duly authorized Change Order (collectively herein, 24 the "Work") as provided for in said contract and designated as Small Diameter Water Main 25 Extensions, Replacements & Relocations Contract 2019; City. Project No102197; and 26 27 WHEREAS, Principal hinds itself to use such materials and to so construct the Work in 28 accordance with the plans, specifications and Contract Documents that the Work is and will 29 remain free from defects in .materials or workmanship for and during the period of two (2) years 30 after the date of Final Acceptance of the Work by the City ("Maintenance Period'); and 31 32 WHEREAS, Principal binds itself to repair or reconstruct the Work in whole or in part 33 upon receiving notice from the City of the need therefor at any time within the Maintenance 34 Period. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1. 2011 SMALL DIAMETER WATER MAIN EXTENSIONS, REPLACEMENTS & RELOCATIONS CONTRACT 2019 City Project No. 102197 R 0061 19 - 2 MAINTENANCE BOND Page of 1 2 NOW THEREFORE, the condition of this obligation is such that if Principal shall 3 remedy any defective Work, for which timely notice was provided by City, to a completion 4 satisfactory to the City, then this obligations shall become null and void; otherwise to remain in 5 full force and effect. 6 7 PROVIDED, HOWEVER, if Principal shall fail so to repair or reconstruct any timely 8 noticed defective Work, it is agreed that the City may cause any and all such defective Work to 9 be repaired and/or reconstructed with all associated costs thereof being bo e by the Principal and 10 the Surety under this Maintenance bond; and 11 12 PROVIDED FURTHER, that if any legal action be fled on this Bond, venue shall lie in 13 Tarrant County, Texas or the United States District Court for the Northern District of Texas, Fort 14 Worth Division; and 15 16 PROVIDED FURTHER, that this obligation shall be continuous in nature and 17 successive recoveries may be had hereon for successive breaches. 18 19 20 C CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July I, 2011 SMALL DIAMETER WATER MAIN EXTENSIONS, REPLACEMENTS & RELOCATIONS CONTRACT 2019 City Project No. 102197 il I' J 006119-3 MAINTENANCE BOND Page 3 of 3 I IN WITNESS WHEREOF, the Principal and the Surety have each SIGNED and SEALED this 2 3 4 5 6 7 8 9 10 11 12 I3 14 I5 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 instrument by duly authorized agents and officers on this the day of SEP Y 120V , 20 ATTEST: (Principal) Secretary Witness as VM ATTEST; i 32 ( ety) Secretary 33 34 35 i ess as urety J PRINCIPAL: . Tejas Commercial Construction, LLC BY� Signature Charles Allen, Vice -President Name and Title Address: P.O. Box 10395 SURETY; SureTec Insurance Comnan BY: ignature Chris Lynn Holt, Attorney -In -Fact Name and Title Address:. 9737 Great Hills Trail, Suite 320 _Austin, Texnc 78759 Telephone Number: 817-287-3228 36 37 `Note: If signed by an officer of the Surety Company, there must be on file a certified extract 38 from the by-laws showing that this person has authority to sign such obligation. If 39 Surety's physical address is different from its mailing address, both must be provided. 40 The date of the bond shall not be prior to the date the Contract is awarded. 41 CITY OF FONT WORTH SMALL DIAMETER WATER MAIN STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS EXTENSIONS, REPLACEMENTS & Revised July 1, 2011 RELOCATIONS CONTRACT 2019 l� City Project No. 102197 paA a: 4221 S28 SurcTcc Insurance Company LUMTED POWER OF ATT RNE Xanw All Mart by Tbege Prr.YeAls, That SURETEC INSURANCE COMPANY (the "Company % a. corporvainn duty organimd and existing under the laws of the State of Texas, and having its pr'trrcipal office in Houstun, Harris County, Texas, doc~s by these Msents make, constitute and appoint Chris Lynn Holt, Mark Mitchell. Natalie R- McCa3meri Jim H- Barr, Russell Board, Roger A, Redden. Rhonda Walls its true and lawful Atturnay-in-feat, with fitll power and suthorq horaby oonfined in its name, place and stead, to execute, acknowledge and deliver any and all bonds, rvi;0grei=crA, undertakings or other instruments or contracts of murctyship to include wnivers to the coudit ions of writracts and conaamis of surety for, providing the bond penalty does not enc d Five Million and W100 Dollars ($5,D00.1 00.00) and to bind the Company thereby as Fully and to the same extent as ff such bond were sighed by the CEO. seated with the corporate sea] of the Comp> ny and duly attested by its Secretary, Hereby rntifying and confirming all thW the said Attorney -in -Fact may do in the premises- Said appolntmeni is made [ruder and by authority of the following re8txMions of the Board of Diractars of the SureTec Insurance Company: Ra it Resolved, that the Preslctm any Yice-President, any Assistant Vice-F'rwideot, any 9ccrctary or a.ny Assistant 5carclwy shall be and is hereby ve-#cd with full power and aulhority to appnint uny one or mart snitch] a persons ifs Atiorney(s)-in-Fact to repreml and act far and an bchnlfofthe Cr impauy wbjcei to the followIng pruv;slnns, rlftorrRaq�{n F uc't may be given Ful I power and authority for and in the name of and of behalf of the Compaq, to avLcuutc, acknowledge and dcllvex, any and ell bonds rccogssxaam, contrasts, agreemepts or indemnity and other caoditionat or ubliprory undonakings and any and ail noticea pad documents cmrcclIng. or terminating the Company's Ilability thereunder, and any such instrtimcasc su axccuecd by any such Attorney -ill -Fact shah be bindJng upon the Company as ifsigned by the President and sea lad and effecled by the Crnpornic Sc=Cary. He. it Resplmd. tliw the signature of omy twThurizod officer and seal ofthe Company heretufora or hereafter affixed to any pawcr ofatton-my or amy certifloate relation tixreto by foe;slmile, and any power of atte}rney or cartif eats bearing. facsimile Mymul re or fuosimila Kcal shal I be vsl id and bind ing upon the Company with respwc to any bond ar undertaking ter which it Js attached. (AdoMed at o meeh'ng held are 2 ' of ilwif, 1999,) In W tmrss Jtfrhgmf. S4JiiETF-C INSURANCE COADANY has caused these presents to be sigried by Its CFO, and its curprxzmc &ml to be hereto affixed this ifitn day of AvRL nt , AD. 20 tfi , Ck SlJll:']'l�" IL15 Pr1hIY w .Jokn Ktoo ., Slate tatTcxas NEIr.1 � V Comay of Hams On this IfM day of rya , A-D, 2nm Ware me per8slttbliy cmrkc Rahn Knox Jr., to nie blown, who, being by mr duly sworn, did depesc and q4y, chat he Tssides in H1DU4Mir Texas+ thus he Js cps orsuRi;7'CC INSURANCE COJ1+iPANY, tho 4umpany dczrlbbd In and whloh nxtrwtd the above instrument; that he ki;wws the weal of said Company: that the seal efxcd trn Iftid Instnimant is st,ah corporate seal: that it was.so efftxed by order ur the Huard of Dfmwrs of mid Cnmpauy; and that he signed his nmve thereto by hkc order. .aAC:C1t FKYN ii!11F #JLFAF t++r 4 _F �' Nt�lnry i• 1wia, st m. ai rm,o Vr %;1.r ` yJ ill I:'lit�if3Dt3 ff I I I L1y5 I'14j t& .-AMN7 JacqVelyn GmonleaL Notary Public My commissi.an expires May 18, 2021 t, Nt Been i Beaty, Assl sEan c Secretary afSURIETEC TNSURANCS CDMPAN Y, do hereby certify that the above Fmd J:orcgoing is a hue and correct copy of a Power of Attorney, oxGouted by said [:ampany, which is still hi full farce seed effect: and furthemiara, the resoluticros of the Board of €)itcutvrs, 3% auk in the Fovmr of Attorney Bra in Full force and affect, Given undrr my hand and the ieai of said C6rnpany at Hoti9tun, Texas this day of mn ��, ,A-D. Brett I Beaty, A Stith SeAktary --- ATty titistrument is sated i n excess[ of the "patty ataterd above is totally Ynid and without any valldlty. For verilicatlon or the oulhadty OF this power you may Gall (713) $42-bR1313 any business day between 1 :10 am and 5-00 urn CST. SureTeG Insurance Company THIS BOND BIDER CON IAINS 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: http://www.tdi.state.tx.tis Email: ConsumerProtection a tdi.texas.gov PREMIUM OR CLAIM 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. Texas Rider 06042014 1 STANDARD GENERAL CONDITIONS OF THE CONSTRUCTION CONTRACT CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCI NIENTS Revision: Febnjwy2, 201 G STANDARD GENERAL CONDITIONS OF THE CONSTRUCTION CONTRACT . TABLE OF CONTENTS Page Article 1 — Definitions and Terminology.......................................................................................................... I 1.01 Defined Terms............................................................................................................... ....1 1.02 Terminology..................................................................................................................................6 Article 2 -- Preliminary Matters...................................................................... ...... ... 7 2.01 Copies of Documents............................•----...................................................................................7 2.02 Conunencement 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................................................................................... 3.02 Reference Standards........................................................... 3.03 Reporting and Resolving Discrepancies ............................ 3.04 Amending and Supplementing Contract Documents........ 3.05 Reuse of Documents.......................................................... 3.06 Electronic Data................................................................... ......................................................... 8 ......................................................... 9 ......................................................... 9 .......................................................10 ................................ I ...................... 10 ....................................................... I I Article 4 — Availability of Lands; Subsurface and Physical Conditions; Hazardous Environmental Conditions; Reference Points........................................................................................................... ll 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 Article 5 — Bonds and Insurance.....................................................................................................................16 5.01 Licensed Sureties and Insurers...................................................................................................16 5.02 Performance, Payment, and Maintenance Bonds.......................................................................16 5.03 Certificates of Insurance.............................................................................................................16 5.04 Contractor's Insurance..................................................................................................... ...18 5.05 Acceptance of Bonds and Insurance; Option to Replace...........................................................19 Article 6 — Contractor's Responsibilities ................ 6.01 Supervision and Superintendence....... CITY OF FORT WORTH STANDARD CONS`I'RCiC1ION SPECIFICATION DOCUMENTS Revision; Febniary2, 2016 ....................................................................I....19 .........................................................................19 6,02 Labor; Working Hours................................................................................................................20 6.03 ............................. Services, Materials, and Equipment......................................................... ..... 20 6.04 Project Schedule.................................................................................................................:........21 6.05 Substitutes and "Or-Equals"....................................................................................................... 21 6.06 Concerning Subcontractors, Suppliers, and Others....................................................................24 6.07 Wage Rates.................................................................................................................................. 25 6.08 Patent Fees and Royalties........................................................................................................... 26 6.09 Permits and Utilities.................................................................................................................... 27 6.10 Laws and Regulations................................................................................................................. 27 6.11 Taxes........................................................................................................................................... 28 6.12 Use of Site and Other Areas....................................................................................................... 28 6.13 ....................................................... Record Documents....................................................... ........29 6.14 Safety and Protection ............................................ .................................................. I................... 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 7.01 Related Work at Site............................................................................ .........35 7.02 Coordination................................................................................................................................ 36 Article 8 - City's Responsibilities...................................................................................................................36 8.01 Communications to Contractor...................................................................................................36 8.02 Furnish Data................................................................................................................................ 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 CONSTRUCTION SPECIFICATION DOCUMENTS Revision: Febmkuy2,2016 Article 10 - Changes in the Work; Claims; Extra Work 10.01 Authorized Changes in the Work ............... 10.02 Unauthorized Changes in the Work ........... 10.03 Execution of Change Orders ....................... 10.04 Extra Work .................................................. 10.05 Notification to Surety .................................. 10.06 Contract Claims Process ............................. ................................................................................ 38 ... ................. I... ............................................ 38 ................................................................................ 39 ................................................................................ 39 ......................... ............................................ I ..... I.... 39 ................................................................................ 39 ....................... ............ ............................................. 40 Article 11 - Cost of the Work; Allowances; Unit Price Work; Plans Quantity Measurement ......................41 11.01 Cost of the Work......................................................................................................................... 41 11.02 Allowances.................................................................................................................... .. 43 11.03 Unit Price Work......................................................................................................44 11.04 Plans Quantity MeasLIrement......................................................................................................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 ............................... CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision: Febmary2,2016 ......................................................................... 61 ......................................................................... 61 Article17 — Miscellaneous.............................................................................................................................. 62 17.01 Giving Notice.............................................................................................................................. 62 17.02 Computation of Times................................................................................................................ 62 17.03 Cumulative Remedies................................................................................................................. 62 17.04 Survival of Obligations............................................................................................................... 63 17.05 Headings......................................................................................................................................63 CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision: Febmary2,2016 007200-I GENERAL CONDITIONS Page I of 63 ARTICLE I — DEFINITIONS AND TERABNOILOCY 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 CONSTRUCTION SPECIFICATION DOCT IV ENTS Revision: Febrmy2,2016 00 72 00 - 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. 14. City— The City of Fort North, 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. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision: Febn ry2, 2016 007200-1 GENERAL CONDITIONS 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 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision: Febnary 2, 2016 007200-1 GENERAL COND1TiON5 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. 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 cost 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: Febnuuy 2, 2016 00 72 00 - l 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.S pecifications—That part of the Contract Documents consisting of written requirements for materials, equipment, systems, standards and wokamanship 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. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision: Febmwy2, 2016 007200-1 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- ce 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 Docluments. 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: CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision: Febany2,2016 00 72 00 - I 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 f m ishing 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 ran 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 DOCUMENT'S Revision: Febnkuy2, 20I 6 007200-1 GENERAL CONDITIONS Page 8 of 63 2.03 Starling 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," "1n 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 DOCOMENTS Revision: Febnumy2, 2016 007200-1 GENERAL CONDITIONS Page 9 of 63 section. The Contractor shall not take advantage of any variation of form, format or style in snaking 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 Reference to standards, specifications, manuals, or codes of any technical society, organization, or association, or to Laws or Regulations, whether such reference be specific or by implication, shall mean the standard, specification, manual, code, or Laws or Regulations in effect at the time of opening of Bids (or on the Effective Date of the Agreement if there were no Bids), except as may be otherwise specifically stated in the Contract Documents. 2. No provision of any such standard, specification, manual, or code, or any instruction of a Supplier, shall be effective to change the duties or responsibilities of City, Contractor, or any of their subcontractors, consultants, agents, or employees, from those set forth in the Contract Documents. No such provision or instruction shall be effective to assign to City, or any of its officers, directors, members, partners, employees, agents, consultants, or subcontractors, any duty or authority to supervise or direct the performance of the Work or any duty or authority to undertake responsibility inconsistent with the provisions of the Contract Documents. 3.03 Reporting and Resolving Discrepancies A. Reporting Discrepancies: 1. Contractor's Review of Contract Documents Before Starting Work: Before undertaking each part of the Work, Contractor shall carefully study and compare the Contract Documents and check and verify pertinent figures therein against all applicable field measurements and conditions. Contractor shall promptly report in writing to City any conflict, error, ambiguity, or discrepancy which Contractor discovers, or has actual knowledge of, and shall obtain a written interpretation or clarification from City before proceeding with any Work affected thereby. 2. Contractor's Review of Contract Documents During Performance of Work: If, during the performance of the Work, Contractor discovers any conflict, error, ambiguity, or discrepancy within the Contract Documents, or between the Contract Documents and (a) any applicable Law or Regulation, (b) any standard, specification, manual, or code, or (c) any instruction of any Supplier, then Contractor shall promptly report it to City in writing. Contractor shall not proceed with the Work affected thereby (except in an emergency as required by Paragraph CITY OF FOItr WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision: February 2, 2016 007200_1 GENERAL. CONDITIONS Page 10 of 63 6.17.A) until an amendment or supplement to the Contract Documents has been issued by one of the methods indicated in Paragraph 3.04. 3. Contractor shall not be liable to City for failure to report any conflict, error, ambiguity, or discrepancy in the Contract Documents unless Contractor had actual knowledge thereof. B. Resolving Discrepancies: I. Except as may be otherwise specifically stated in the Contract Documents, the provisions of the Contract Documents shall take precedence in resolving any conflict, error, ambiguity, or discrepancy between the provisions of the Contract Documents and the provisions of any standard, specification, manual, or the instruction of any Supplier (whether or not specifically incorporated by reference in the Contract Documents). 2. In case of discrepancies, figured dimensions shall govern over scaled dimensions, Plans shall govern over Specifications, Supplementary Conditions shall govern over General Conditions and Specifications, and quantities shown on the Plans shall govern over those shown in the proposal. 3.04 Amending and Supplementing Contract Documents A. The Contract Documents may be amended to provide for additions, deletions, and revisions in the Work or to modify the terms and conditions thereof by a Change Order. B. The requirements of the Contract Documents may be supplemented, and minor variations and deviations in the Work not involving a change in Contract Price or Contract Time, may be authorized, by one or more of the following ways: f 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 thereo fl 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: Febnnry2,2016 007200-1 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 fiunished 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 filrnish the Site. City shall notify Contractor of any encumbrances or restrictions not of general application but specifically related to use of the Site with which Contractor must comply in performing the Work. City will obtain in a timely manner and pay for easements for permanent structures or permanent changes in existing facilities. 1. The City has obtained or anticipates acquisition of and/or access to right-of-way, and/or easements. Any outstanding right-of-way and/or easements are anticipated to be acquired in accordance with the schedule set forth in the Supplementary Conditions. The Project Schedule submitted by the Contractor in accordance with the Contract Documents must consider any outstanding right-of-way, and/or easements. 2. The City has or anticipates removing and/or relocating utilities, and obstructions to the Site. Any outstanding removal or relocation of utilities or obstructions is anticipated in accordance with the schedule set forth in the Supplementary Conditions. The Project Schedule submitted by the Contractor in accordance with the Contract Documents must consider any outstanding utilities or obstructions to be removed, adjusted, and/or relocated by others. B. Upon reasonable written request, City shall furnish Contractor with a current statement of record legal title and legal description of the lands upon which the Work is to be performed. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCTIMEWS Revision: Febnwy2, 2016 007200-1 GENERAL CONDITIONS Page 12 or 63 C. Contractor shall provide for all additional Iands and access thereto that may be required for construction facilities or storage of materials and equipment. 4.02 Subsurface and Physical Conditions A. Reports and Drawings: The Supplementary Conditions identify: 1. those reports known to City of explorations and tests of subsurface conditions at or contiguous to the Site; and 2. those drawings known to City of physical conditions relating to existing surface or subsurface structures at the Site (except Underground Facilities). B. Limited Reliance by Contractor on Technical Data Authorized- Contractor may rely upon the accuracy of the "technical data" contained in such reports and drawings, but such reports and drawings are not Contract Documents. Such "technical data" is identified in the Supplementary Conditions. Contractor may not make any Contract Claim against City, or any of their officers, directors, members, partners, employees, agents, consultants, or subcontractors with respect to: 1. the completeness of such reports and drawings for Contractor's purposes, including, but not limited to, any aspects of the means, methods, techniques, sequences, and procedures of construction to be employed by Contractor, and safety precautions and programs incident thereto; or 2. other data, interpretations, opinions, and information contained in such reports or shown or indicated in such drawings; or 3. any Contractor interpretation of or conclusion drawn from any "technical data" or any such other data, interpretations, opinions, or information. 4.03 Differing Subsurface or Physical Conditions A. Notice: If Contractor believes that any subsurface or physical condition that is uncovered or revealed either: 1. is of such a nature as to establish that any "technical data" on which Contractor is entitled to rely as provided in Paxagraph 4.02 is materially inaccurate; or 2. is of such a nature as to require a change in the Contract Documents; or 3. differs materially from that shown or indicated in the Contract Documents; or 4. is of an unusual nature, and differs materially from conditions ordinarily encountered and generally recognized as inherent in work of the character provided for in the Contract Documents; CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision: Febnuuy2, 2016 00 72 00 - I GENERAL CONDITIONS Page 13 of 63 then Contractor shall, promptly after becoming aware thereof and before further disturbing the subsurface or physical conditions or performing any Work in connection therewith (except in an emergency as required by Paragraph 6.17.A), notify City in writing about such condition. B. Possible Price and Time Adjustments Contractor shall not be entitled to any adjustment in the Contract Price or Contract Time if- 1 . Contractor knew of the existence of such conditions at the time Contractor made a final commitment to City with respect to Contract Price and Contract Time by the submission of a Bid or becoming bound under a negotiated contract; or 2. the existence of such condition could reasonably have been discovered or revealed as a result of the examination of the Contract Documents or the Site; or 3. Contractor failed to give the written notice as required by Paragraph 4.03.A. 4.04 Underground Facilities A. Shown or .Indicated: The information and data shown or indicated in the Contract Documents with respect to existing Underground Facilities at or contiguous to the Site is based on information and data furnished to City or Engineer by the owners of such Underground Facilities, including City, or by others. Unless it is otherwise expressly provided in the Supplementary Conditions: 1. City and Engineer shall not be responsible for the accuracy or completeness of any such information or data provided by others; and 2. the cost of all of the following will be included in the Contract Price, and Contractor shall have full responsibility for: a. reviewing and checking all such information and data; b. locating all Underground Facilities shown or indicated in the Contract Documents; c. coordination and adjustment of the Work with the owners of such Underground Facilities, including City, during construction; and d. the safety and protection of all such Underground Facilities and repairing any damage thereto resulting from the Work. B. Not Shown or Indicated: 1. zf 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 FOIST WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision: Febnmry2,2016 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 SPDCIFICATION DOCUMENTS Revision: Febmary2,2016 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 oven 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.: Febmwy2,2016 007200-1 GENERAL CONDITIONS Page 16 of 63 ARTICLE 5 — BONDS AND INSURANCE 5.01 Licensed Sureties and Insurers All bonds and insurance required by the Contract Documents to be purchased and maintained by Contractor shall be obtained from surety or insurance companies that are duly licensed or authorized in the State of Texas to issue bonds or insurance policies for the limits and coverages so required. Such surety and insurance companies shall also meet such additional requirements and qualifications as may be provided in the Supplementary Conditions. 5.02 Performance, Payment, and Maintenance Bonds A. Contractor shall furnish performance and payment bonds, in accordance with Texas Government Code Chapter 2253 or successor statute, each in an amount equal to the Contract Price as security for the faithful performance and payment of all of Contractor's obligations under the Contract Documents. B. Contractor shall furnish maintenance bonds in an amount equal to the Contract Price as security to protect the City against any defects in any portion of the Work described in the Contract Documents. Maintenance bonds shall remain in effect for two (2) years after the date of Final Acceptance by the City. C. All bonds shall be in the form prescribed by the Contract Documents except as provided otherwise by Laws or Regulations, and shall be executed by such sureties as are named in the list of "Companies Holding Certificates of Authority as Acceptable Sureties on Federal Bonds and as Acceptable Reinsuring Companies" as published in Circular 570 (amended) by the Financial Management Service, Surety Bond Branch, U.S. Department of the Treasury. All bonds signed by an agent or attorney -in -fact must be accompanied by a sealed and dated power of attorney which shall show that it is effective on the date the agent or attorney -in -fact signed each bond. D. If the surety on any bond furnished by Contractor is declared bankrupt or becomes insolvent or its right to do business is terminated in the State of Texas or it ceases to meet the requirements of Paragraph 5.02.C, Contractor shall promptly notify City and shall, within 30 days after the event giving rise to such notification, provide another bond and surety, both of which shall comply with the requirements of Paragraphs 5.01 and 5.02.C. 5.03 Certificates oflnsurance 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: Fe6ma<y2, 2016 007200-1 GENERAL CONDITIONS Page 17 of 63 2. The Contractor's general liability insurance shall include a, "per project" or "per location", endorsement, which shall be identified in the certificate of insurance provided to the City. 3. The certificate shall be signed by an agent authorized to bind coverage on behalf of the insured, be complete in its entirety, and show complete insurance carrier names as listed in the current A.M. Best Property & Casualty Guide 4. The insurers for all policies must be licensed and/or approved to do business in the State of Texas. Except for workers' compensation, all insurers must have a minimum rating of A-: VII in the current A. M. Best Key Rating Guide or have reasonably equivalent financial strength and solvency to the satisfaction of Risk Management. If the rating is below that required, written approval of City is required. 5. All applicable policies shall include a Waiver of Subrogation (Rights of Recovery) in favor of the City. In addition, the Contractor agrees to waive all rights of subrogation against the Engineer (if applicable), and each additional insured identified in the Supplementary Conditions 5. 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, not decrease the limits of said coverage unless such endorsements are approved in writing by the City. In the event a Contract has been bid or executed and the exclusions are determined to be unacceptable or the City desires additional insurance coverage, and the City desires the contractor/engineer to obtain such coverage, the contract price shall be adjusted by the cost of the premium for such additional coverage plus 10%. 10. Any self -insured retention (SIR), in excess of $25,000.00, affecting required insurance coverage shall be approved by the City in regards to asset value and stockholders' equity. In CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision: Febniary2, 203 6 007200-I 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 CONSTRUCrION SPECIFICATION DOCUMENTS Revision: FebmayZ2016 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 OAFS RESPONSIBILITIES 6.01 Supervision and Superintendence A. Contractor shall supervise, inspect, and direct the Work competently and efficiently, devoting such attention thereto and applying such skills and expertise as may be necessary to perform the Work in accordance with the Contract Documents. Contractor shall be solely responsible for the means, methods, techniques, sequences, and procedures of construction. CITY OF FORT WORTH STANDARD CONSTRUCTION SPBCiF1CATION DOCUMENTS Revision: Febuaty 2, 2016 007200-1 GENERAL. CONDITIONS Page 20 of 63 B. At all times during the progress of the Work, Contractor shall assign a competent, EngIish- 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; Dorking Hours A. Contractor shall provide competent, suitably qualified personnel to perform constriction 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 Worldng Hours request must be made by noon of the preceding Thursday 3. for legal holidays request must be made by noon two Business Days prior to the legal holiday. 6.03 Services, Materials, and Equipment A. Unless otherwise specified in the Contract Documents, Contractor shall provide and assume full responsibility for all services, materials, equipment, labor, transportation, construction equipment and machinery, tools, appliances, fuel, power, light heat, telephone, water, sanitary facilities, temporary facilities, and all other facilities and incidentals necessary for the performance, Contractor required testing, start-up, and completion of the Work. B. All materials and equipment incorporated into the Work shall be as specified or, if not specified, shall be of good quality and new, except as otherwise provided in the Contract Documents. All special warranties and guarantees required by the Specifications shall expressly run to the benefit of City. If required by ' City, Contractor shall furnish satisfactory evidence (including reports of required tests) as to the source, kind, and quality of materials and equipment. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOMMENTS Revision: Februmy2, 2016 00 72 00 - 1 GENERAL CONDITIONS Page 21 of 63 C. All materials and equipment to be incorporated into the Work shall be stored, applied, installed, connected, erected, protected, used, cleaned, and conditioned in accordance with instructions of the applicable Supplier, except as otherwise may be provided in the Contract Documents. D. All items of standard equipment to be incorporated into the Work shall be the latest model at the time of bid, unless otherwise specified. 6.04 Project Schedule A. Contractor shall adhere to the Project Schedule established in accordance with Paragraph 2.07 and the General Requirements as it may be adjusted from time to time as provided below. 1. Contractor shall submit to City for acceptance (to the extent indicated in Paragraph 2.07 and the General Requirements) proposed adjustments in the Project Schedule that will not result in changing the Contract Time. Such adjustments will comply with any provisions of the General Requirements applicable thereto. 2. Contractor shall submit to City a monthly Project Schedule with a monthly progress payment for the duration of the Contract in accordance with the schedule specification 01 32 16. 3. Proposed adjustments in the Project Schedule that will change the Contract Time shall be submitted in accordance with the requirements of Article 12. Adjustments in Contract Time may only be made by a Change Order. 6.05 Substitutes and "Or -Equals" A. Whenever an item of material or equipment is specified or described in the Contract Documents by using the name of a proprietary item or the name of a particular Supplier, the specification or description is intended to establish the type, function, appearance, and quality required. Unless the specification or description contains or is followed by words reading that no like, equivalent, or "or -equal" item or no substitution is permitted, other items of material or equipment of other Suppliers may be submitted to City for review under the circumstances described below. 1. "Or -Equal" Items: If in City's sole discretion an item of material or equipment proposed by Contractor is functionally equal to that named and sufficiently similar so that no change in related Work will be required, it may be considered by City as an "or -equal" item, in which case review and approval of the proposed item may, in City's sole discretion, be accomplished without compliance with some or all of the requirements for approval of proposed substitute items. For. the purposes of this Paragraph 6.05.A.1, a proposed item of material or equipment will be considered functionally equal to an item so named if: a. the City determines that: 1) it is at least equal in materials of construction, quality, durability, appearance, strength, and design characteristics; CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision: Febniazy2,2036 007200-1 GENERAL CONDITIONS Page 22 of 63 2) it will reliably perform at least equally well the function and achieve the results imposed by the design concept of the completed Project as a functioning whole; and 3) it has a proven record of performance and availability of responsive service; and b. Contractor certifies that, if approved and incorporated into the Work: 1) there will be no increase in cost to the City or increase in Contract Time; and 2) it will conform substantially to the detailed requirements of the item named in the Contract Documents. 2. Substitute Items: a. If in City's sole discretion an item of material or equipment proposed by Contractor does not qualify as an "or -equal" item under Paragraph 6.05.A.1, it may be submitted as a proposed substitute item. b. Contractor shall submit sufficient information as provided below to allow City to determine if the item of material or equipment proposed is essentially equivalent to that named and an acceptable substitute therefor. Requests for review of proposed substitute items of material or equipment will not be accepted by City from anyone other than Contractor. c. Contractor shall make written application to City for review of a proposed substitute item of material or equipment that Contractor seeks to furnish or use. The application shall comply with Section 01 25 00 and: 1) shall certify that the proposed substitute item will: a) perform adequately the functions and achieve the results called for by the general design; b) be similar in substance to that specified; c) be suited to the same use as that specified; and 2) will state. a) the extent, if any, to which the use of the proposed substitute item will prejudice Contractor's achievement of final completion on time; b) whether use of the proposed substitute item in the Work will require a change in any of the Contract Documents (or in the provisions of any other direct contract with City for other work on the Project) to adapt the design to the proposed substitute item; CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision: Febmary2, 2016 e 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 Ruvish 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. C1T'Y OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision: Febwaty2, 20I6 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 DOCIIIaIENTS Revision: Febmary2,2016 007200_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 225 8.023, Texas Government Code, by a Contractor or Subcontractor, the City shall make an initial determination, before the 31 st day after the date the City receives the information, as to whether good cause exists to believe that the violation occurred. The City shall notify in writing the Contractor or Subcontractor and any affected worker of its initial determination. Upon the City's determination that there is good cause to believe the Contractor or Subcontractor has violated Chapter 2258, the City shall retain the full amounts claimed by the claimant or claimants as the difference between wages paid and wages due under the prevailing wage rates, such amounts being subtracted from successive progress payments pending a final determination of the violation. CITY" OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUWNTS Revision: Febuary2, 2016 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 l l 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. H. Subcontractor Compliance. The Contractor shall include in its subcontracts and/or shall otherwise require all of its Subcontractors to comply with Paragraphs A through G above. 6.08 Patent Fees and Royalties A. Contractor shall pay all license fees and royalties and assume all costs incident to the use in the performance of the Work or the incorporation in the Work of any invention, design, process, product, or device which is the subject of patent rights or copyrights held by others. if a particular invention, design, process, product, or device is specified in the Contract Documents for use in the performance of the Work and if, to the actual knowledge of City, its use is subject to patent rights or copyrights calling for the payment of any license fee or royalty to others, the existence of such rights shall be disclosed by City in the Contract Documents. Failure of the City to disclose such information does not relieve the Contractor from its obligations to pay for the use of said fees or royalties to others. B. To the fullest extent permitted by Laws and Regulations, Contractor shall indemnify and hold harmless City, from and against all claims, costs, losses, and damages (including but not limited to all fees and charges of engineers, architects, attorneys, and other professionals and all court or arbitration or other dispute resolution costs) arising out of or relating to any infringement of patent rights or copyrights incident to the use in the performance of the Work or resulting from CITY OF FORT WORTFI STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision: Febniary2, 20I6 007200-1 ORNRRAL 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 all construction permits and licenses except those provided for in the Supplementary Conditions or Contract Documents. City shall assist Contractor, when necessary, in obtaining such permits and licenses. Contractor shall pay all governmental charges and inspection fees necessary for the prosecution of the Work which are applicable at the time of opening of Bids, or, if there are no Bids, on the Effective Date of the Agreement, except for permits provided by the City as specified in 6.09.B. 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. 1Texas 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: Febnary 2, 2016 00 72 00 - 1 GFNERAL CONDITIONS Page 28 of 63 court or arbitration or other dispute resolution costs) arising out of or relating to such Work. However, it shall not be Contractor's responsibility to make certain that the Specifications and Drawings are in accordance with Laws and Regulations, but this shall not relieve Contractor of Contractor's obligations under Paragraph 3.02. C. Changes in Laws or Regulations not known at the time of opening of Bids having an effect on the cost or time of performance of the Work may be the subject of an adjustment in Contract Price or Contract Time. 6.11 Taxes A. On a contract awarded by the City, an organization which qualifies for exemption pursuant to Texas Tax Code, Subchapter H, Sections 151.301-335 (as amended), the Contractor may purchase, rent or lease all materials, supplies and equipment used or consumed in the performance of this contract by issuing to his supplier an exemption certificate in lieu of the tax, said exemption certificate to comply with State Comptroller's Ruling .007. Any such exemption certificate issued to the Contractor in lieu of the tax shall be subject to and shall comply with the provision of State Comptroller's Ruling .011, and any other applicable rulings pertaining to the Texas Tax Code, Subchapter H. B. Texas Tax permits and information may be obtained from: 1. Comptroller of Public Accounts Sales Tax Division Capitol Station Austin, TX 7871 l; or 2. http://www.window.state.tx.ushaxinfo/taxforms/93-forms.html 6.12 Use of Site and Other Areas A. Limitation on Use of Site and Other Areas: 1. Contractor shall confine construction equipment, the storage of materials and equipment, and the operations of workers to the Site and other areas permitted by Laws and Regulations, and shall not unreasonably encumber the Site and other areas with construction equipment or other materials or equipment. Contractor shall assume full responsibility for any damage to any such land or area, or to the owner or occupant thereof, or of any adjacent land or areas resulting from the performance of the Work. 2. At any time when, in the judgment of the City, the Contractor has obstructed or closed or is carrying on operations in a portion of a street, right-of-way, or easement greater than is necessary for proper execution of the Work, the City may require the Contractor to finish the section on which operations are in progress before work is commenced on any additional area of the Site. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision: Febnracy2, 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 SPECIFICATION DOCUMENTS Rovision: Febm iry 2, 2016 007200-I GENERAL CONDITIONS Page 3 D of 63 take all necessary precautions for the safety of, and shall provide the necessary protection to prevent damage, injury or loss to: 1. all persons on the Site or who may be affected by the Work; 2. all the Work and materials and equipment to be incorporated therein, whether in storage on or off the Site; and 3. other property at the Site or adjacent thereto, including trees, shrubs, lawns, walks, pavements, roadways, structures, utilities, and Underground Facilities not designated for removal, relocation, or replacement in the course of construction. B. Contractor shall comply with all applicable Laws and Regulations relating to the safety of persons or property, or to the protection of persons or property from damage, injury, or loss; and shall erect and maintain all necessary safeguards for such safety and protection. Contractor shall notify owners of adjacent property and of Underground Facilities and other utility owners when prosecution of the Work may affect them, and shall cooperate with them in the protection, removal, relocation, and replacement of their property. C. Contractor shall comply with the applicable requirements of City's safety programs, if any. D. Contractor shall inform City of the specific requirements of Contractor's safety program, if any, with which City's employees and representatives must comply while at the Site. E. All damage, injury, or loss to any property referred to in Paragraph 6.14.A.2 or 6.14.A.3 caused, directly or indirectly, in whole or in part, by Contractor, any Subcontractor, Supplier, or any other individual or entity directly or indirectly employed by any of them to perform any of the Work, or anyone for whose acts any of them may be liable, shall be remedied by Contractor. F. Contractor's duties and responsibilities for safety and for protection of the Work shall continue until such time as all the Work is completed and City has accepted the Work. 6.15 Safety Representative Contractor shall inform City in writing of Contractor's designated safety representative at the Site. 6.16 Hazard Communication Programs Contractor shall be responsible for coordinating any exchange of material safety data sheets or other hazard communication information required to be made available to or exchanged between or among employers in accordance with Laws or Regulations. 6.17 Emergencies andlor 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: Febamry2,2016 00 72 00 - 1 GENERAL CONDITIONS Page 31 of 63 changes in the Work or variations from the Contract Documents have been caused thereby or are required as a result thereof. If City determines that a change in the Contract Documents is required because of the action taken by Contractor in response to such an emergency, a Change Order may be issued. B. Should the Contractor fail to respond to a request from the City to rectify any discrepancies, omissions, or correction necessary to conform with the requirements of the Contract Documents, the City shall give the Contractor written notice that such work or changes are to be performed. The written notice shall direct attention to the discrepant condition and request the Contractor to take remedial action to correct the condition. In the event the Contractor does not take positive steps to fulfill this written request, or does not show just cause for not taking the proper action, within 24 hours, the City may take such remedial action with City forces or by contract. The City shall deduct an amount equal to the entire costs for such remedial action, plus 25%, from any funds due or become due the Contractor on the Project. 6.18 Submittals A. Contractor shall submit required Submittals to City for review and acceptance in accordance with the accepted Schedule of Submittals (as required by Paragraph 2.07). Each submittal will be identified as City may require. l . Submit number of copies specified in the General Requirements. 2. Data shown on the Submittals will be complete with respect to quantities, dimensions, specified performance and design criteria, materials, and similar data to show City the services, materials, and equipment Contractor proposes to provide and to enable City to review the information for the limited purposes required by Paragraph 6.18.C. 3. Submittals submitted as herein provided by Contractor and reviewed by City for conformance with the design concept shall be executed in conformity with the Contract Documents unless otherwise required by City. 4. When Submittals are submitted for the purpose of showing the installation in greater detail, their review shall not excuse Contractor from requirements shown on the Drawings and Specifications. 5. For -Information -Only submittals upon which the City is not expected to conduct review or take responsive action may be so identified in the Contract Documents. 6. Submit required number of Samples specified in the Specifications. 7. Clearly identify each Sample as to material, Supplier, pertinent data such as catalog numbers, the use for which intended and other data as City may require to enable City to review the submittal for the limited purposes required by Paragraph 6.18.C. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision: Febnaay2,2016 007200-I GENERAL. CONDITIONS Page 32 of 63 B. Where a Submittal is required by the Contract Documents or the Schedule of Submittals, any related Work performed prior to City's review and acceptance of the pertinent submittal will be at the sole expense and responsibility of Contractor. C. City's Review: 1. City will provide timely review of required Submittals in accordance with the Schedule of Submittals acceptable to City- City's review and acceptance will be only to determine if the items covered by the submittals will, after installation or incorporation in the Work, conform to the information given in the Contract Documents and be compatible with the design concept of the completed Project as a functioning whole as indicated by the Coniract Documents. 2. City's review and acceptance will not extend to means, methods, techniques, sequences, or procedures of construction (except where a particular means, method, technique, sequence, or procedure of construction is specifically and expressly called for by the Contract Documents) or to safety precautions or programs incident thereto. The review and acceptance of a separate item as such will not indicate approval of the assembly in which the item functions. 3. City's review and acceptance shall not relieve Contractor from responsibility for any variation from the requirements of the Contract Documents unless Contractor has complied with the requirements of Section 01 33 00 and City has given written acceptance of each such variation by specific written notation thereof incorporated in or accompanying the Submittal. City's review and acceptance shall not relieve Contractor from responsibility for complying with the requirements of the Contract Documents. 6.19 Continuing the Work Except as otherwise provided, Contractor shall carry on the Work and adhere to the Project Schedule during all disputes or disagreements with City. No Work shall be delayed or postponed pending resolution of any disputes or disagreements, except as City and Contractor may otherwise agree in writing. 6.20 Contractor's General Warranty and Guarantee A. Contractor warrants and guarantees to City that all Work will be in accordance with the Contract Documents and will not be defective. City and its officers, directors, members, partners, employees, agents, consultants, and subcontractors shall be entitled to rely on representation of Contractor's warranty and guarantee. B. Contractor's warranty and guarantee hereunder excludes defects or damage caused by: 1. abuse, modification, or improper maintenance or operation by persons other than Contractor, Subcontractors, Suppliers, or any other individual or entity for whom Contractor is responsible; or CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision; Febmmy2,2016 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 famish a good and sufficient maintenance bond, complying with the requirements of Article 5.02.B. The City will give notice of observed defects with reasonable promptness. 6.21 Indemnification A. Contractor covenants and agrees to indemnify, hold harmless and defend, at its own expense, the City, its officers, servants and employees, from and against any and all claims arising out of, or alleged to arise out of, the work and services to be performed by the Contractor, its officers, agents, employees, subcontractors, licenses or invitees under this Contract. THIS INDEMNIFICATION PROVISION IS SPECIFICALLY INTENDED TO OPERATE AND BE EFFECTIVE EVEN IF IT IS ALLEGED OR PROVEN THAT ALL OR SOME OF THE DAMAGES BEING SOUGHT WERE CAUSED, IN WHOLE OR IN ----------------------- - ART BY ANY ACT OMISSION OR NEGLIGENCE OF THE CITY. This indemnity provision is intended to include, without limitation, indemnity for costs, expenses and legal fees incurred by the City in defending against such claims and causes of actions. B. Contractor covenants and agrees to indemnify and hold harmless, at its own expense, the City, its officers, servants and employees, from and against any and all loss, damage or destruction of property of the City, arising out of, or alleged to arise out of, the work and services to be performed by the Contractor, its officers, agents, employees, subcontractors, licensees or invitees under this Contract. THIS INDEMNIFICATION PROVISION IS CITY OF FORT WORTII STANDARD CONSTRUC nON SPECIFICATION DOCUMENTS Revision: February 2, 2016 007200-1 GENERAL CONDITIONS Page 34 of 63 SPECIFICALLY IIoiTENDED TO OPERATE AND BE EFFECTIVE EVERY IF IT IS ALLEGED OR PROVEN THAT ALL OR SOME OF THE DAMAGES BMG 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 axe specifically required by the Contract Documents for a portion of the Work or unless such services are required to carry out Contractor's responsibilities for construction means, methods, techniques, sequences and procedures. B. If professional design services or certifications by a design professional related to systems, materials or equipment are specifically required of Contractor by the Contract Documents, City will specify all performance and design criteria that such services must satisfy. Contractor shall cause such services or certifications to be provided by a properly licensed professional, whose signature and seal shall appear on all drawings, calculations, specifications, certifications, and Submittals prepared by such professional. Submittals related to the Work designed or certified by such professional, if prepared by others, shall bear such professional's written approval when submitted to City. C. City shall be entitled to rely upon the adequacy, accuracy and completeness of the services, certifications or approvals performed by such design professionals, provided City has specified to Contractor performance and design criteria that such services must satisfy. D. Pursuant to this Paragraph 6.22, City's review and acceptance of design calculations and design drawings will be only for the limited purpose of checking for conformance with performance and design criteria given and the design concept expressed in the Contract Documents. City's review and acceptance of Submittals (except design calculations and design drawings) will be only for the purpose stated in Paragraph 6.18.C. 6.23 Right to 14udit A. The Contractor agrees that the City shall, until the expiration of three (3) years after final payment under this Contract, have access to and the right to examine and photocopy any directly pertinent books, documents, papers, and records of the Contractor involving transactions relating to this Contract. Contractor agrees that the City shall have access during Regular Working Hours to all necessary Contractor facilities and shall be provided adequate and appropriate work space in order to conduct audits in compliance with the provisions of this Paragraph. The City shall give Contractor reasonable advance notice of intended audits. B. Contractor further agrees to include in all its subcontracts hereunder a provision to the effect that the subcontractor agrees that the City shall, until the expiration of three (3) years after final payment under this Contract, have access to and the right to examine and photocopy any directly pertinent books, documents, papers, and records of such Subcontractor, involving transactions to the subcontract, and further, that City shall have access during Regular Working Hours to all CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision: Febmary2, 2016 007200-1 GENERAL CONDITIONS Page 35 of63 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 fiurther defined in the Supplementary Conditions for any project receiving Federal assistance. ARTICLE 7 -- OTHER WORK AT THE SITE 7.01 Related Work at Site A. City may perform other work related to the Project at the Site with City's employees, or other City contractors, or through other direct contracts therefor, or have other work performed by utility owners. If such other work is not noted in the Contract Documents, then written notice thereof will be given to Contractor prior to starting any such other work; and B. Contractor shall afford each other contractor who is a party to such a direct contract, each utility owner, and City, if City is performing other work with City's employees or other City contractors, proper and safe access to the Site, provide a reasonable opportunity for the introduction and storage of materials and equipment and the execution of such other work, and properly coordinate the Work with theirs. Contractor shall do all cutting, fitting, and patching of the Work that may be required to properly connect or otherwise make its several parts come together and properly integrate with such other work. Contractor shall not endanger any work of others by cutting, excavating, or otherwise altering such work; provided, however, that Contractor may cut or alter others' work with the written consent of City and the others whose work will be affected. C. If the proper execution or results of any part of Contractor's Work depends upon work performed by others under this Article 7, Contractor shall inspect such other work and promptly report to City in writing any delays, defects, or deficiencies in such other work that render it unavailable or unsuitable for the proper execution and results of Contractor's Work. Contractor's failure to so report will constitute an acceptance of such other work as fit and proper for integration with Contractor's Work except for latent defects in the work provided by others. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision: February2, 2016 007200-I GENERAL CONDITIONS Page 36 of 63 7.02 Coordination A. If City intends to contract with others for the performance of other work on the Project at the Site, the following will be set forth in Supplementary Conditions: 1. the individual or entity who will have authority and responsibility for coordination of the activities among the various contractors will be identified; 2. the specific matters to be covered by such authority and responsibility will be itemized; and 3. the extent of such authority and responsibilities will be provided. B. Unless otherwise provided in the Supplementary Conditions, City shall have authority for such coordination. ARTICLE 8 — CITY'S RESPONSIBILITIES 8.01 Communications to Contractor Except as otherwise provided in the Supplementary Conditions, City shall issue all communications to Contractor. 8.02 Furnish .Data City shall timely furnish the data required under the Contract Documents. 8.03 Pay When Due City shall make payments to Contractor in accordance with Article 14. 8.04 Lands and Easements; Reports and Tests City's duties with respect to providing lands and easements and providing engineering surveys to establish reference points are set forth in Paragraphs 4.01 and 4.05. Paragraph 4.02 refers to City's identifying and making available to Contractor copies of reports of explorations and tests of subsurface conditions and drawings of physical conditions relating to existing surface or subsurface structures at or contiguous to the Site that have been utilized by City in preparing the Contract Documents. 8.05 Change Orders City shall execute Change Orders in accordance with Paragraph 10.03. 8.06 Inspections, Tests, and Approvals City's responsibility with respect to certain inspections, tests, and approvals is set forth in Paragraph 13.03. CITY OF TORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision: Febmary2,20I 6 007200-I 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 department here >. 9.02 Visits to Site A. City's Project Manager will make visits to the Site at intervals appropriate to the various stages of construction as City deems necessary in order to observe the progress that has been made and the quality of the various aspects of Contractor's executed Work. Based on information obtained during such visits and observations, City's Project Manager will determine, in general, if the Work is proceeding in accordance with the Contract Documents. City's Project Manager will not be required to make exhaustive or continuous inspections on the Site to check the quality or quantity of the Work. City's Project Manager's efforts will be directed toward providing City a greater degree of confidence that the completed Work will conform generally to the Contract Documents. B. City's Project Manager's visits and observations are subject to all the limitations on authority and responsibility in the Contract Documents including those set forth in Paragraph 8.07. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision: Febnkg2,2016 007200-1 GENERAL CONDITIONS Page 38 of63 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 Docuunents. These may be accomplished by a Field Order and will be binding on City and also on Contractor, who shall perform the Work involved promptly. 9.04 Rejecting Defective Work City will have authority to reject Work which City's Project Manager believes to be defective, or will not produce a completed Project that conforms to the Contract Documents or that will prejudice the integrity of the design concept of the completed Project as a functioning whole as indicated by the Contract Documents. City will have authority to conduct special inspection or testing of the Work as provided in Article 13, whether or not the Work is fabricated, installed, or completed. 9.05 Determinations for Work Performed Contractor will determine the actual quantities and classifications of Work performed. City's Project Manager will review with Contractor the preliminary determinations on such matters before rendering a written recommendation. City's written decision will be final (except as modified to reflect changed factual conditions or more accurate data). 9.06 Decisions on Requirements of Contract Documents and Acceptability of Work A. City will be the initial interpreter of the requirements of the Contract Documents and judge of the acceptability of the Work thereunder. B. City will render a written decision on any issue referred. C. City's written decision on the issue referred will be final and binding on the Contractor, subject to the provisions of Paragraph 10.06. ARTICLE 10 — CHANGES IN THE WORK; CLAIMS; EXTRA WORK 10.01 Authorized Changes in the Work A. Without invalidating the Contract and without notice to any surety, City may, at any time or from time to time, order Extra Work. Upon notice of such Extra Work, Contractor shall promptly proceed with the Work involved which will be performed under the applicable conditions of the Contract Documents (except as otherwise specifically provided). Extra Work shall be memorialized by a Change Order which may or may not precede an order of Extra work. B. For minor changes of Work not requiring changes to Contract Time or Contract Price, a Field Order may be issued by the City. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUME NTS Revision: Febmary2, 2M 00 72 00 - 1 GENERAL CONDITIONS Page 39 of 63 10.02 Unauthorized Changes in the Work Contractor shall not be entitled to an increase in the Contract Price or an extension of the Contract Time with respect to any work performed that is not required by the Contract Documents as amended, modified, or supplemented as provided in Paragraph 3.04, except in the case of an emergency as provided in Paragraph 6.17. 10.03 Execution of Change Orders A. City and Contractor shall execute appropriate Change Orders covering: 1. changes in the Work which are: (i) ordered by City pursuant to Paragraph 10.01 A, (ii) required because of acceptance of defective Work under Paragraph 13.08 or City's correction of defective Work under Paragraph 13.09, or (iii) agreed to by the parties; 2. changes in the Contract Price or Contract Time which are agreed to by the parties, including any undisputed sum or amount of time for Work actually performed. 10.04 Extra Work A. Should a difference arise as to what does or does not constitute Extra Work, or as to the payment thereof, and the City insists - upon its performance, the Contractor shall proceed with the work after making written request for written orders and shall keep accurate account of the actual reasonable cost thereof. Contract Claims regarding Extra Work shall be made pursuant to Paragraph 10.06. B. The Contractor shall furnish the City such installation records of all deviations from the original Contract Documents as may be necessary to enable the City to prepare for permanent record a corrected set of plans showing the actual installation. C. The compensation agreed upon for Extra Work whether or not initiated by a Change Order shall be a full, complete and final payment for all costs Contractor incurs as a result or relating to the change or Extra Work, whether said costs are known, unknown, foreseen or unforeseen at that time, including without limitation, any costs for delay, extended overhead, ripple or impact cost, or any other effect on changed or unchanged work as a result of the change or Extra Work. 10.05 Notification to Surety If the provisions of any bond require notice to be given to a surety of any change affecting the general scope of the Work or the provisions of the Contract Documents ('including, but not limited to, Contract Price or Contract Time), the giving of any such notice will be Contractor's responsibility. The amount of each applicable bond will be adjusted by the Contractor to reflect the effect of any such change. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision: Febma y 2, 2016 007200-1 GENERAL CONDMON5 Page 40 of 63 10.06 Contract Claims Process A. City's Decision Required: All Contract Claims, except those waived pursuant to Paragraph 14.09, shall be referred to the City for decision. A decision by City shall be required as a condition precedent to any exercise by Contractor of any rights or remedies he may otherwise have under the Contract Documents or by Laws and Regulations in respect of such Contract Claims. B. Notice: 1. Written notice stating the general nature of each Contract Claim shall be delivered by the Contractor to City no later than 15 days after the start of the event giving rise thereto. The responsibility to substantiate a Contract Claim shall rest with the party making the Contract Claim. 2. Notice of the amount or extent of the Contract Claim, with supporting data shall be delivered to the City on or before 45 days from the start of the event giving rise thereto (unless the City allows additional time for Contractor to submit additional or more accurate data in support of such Contract Claim), 3. A Contract Claim for an adjustment in Contract Price shall be prepared in accordance with the provisions of Paragraph 12.01. 4. A Contract Claim for an adjustment in Contract Time shall be prepared in accordance with the provisions of Paragraph 12.02. 5. Each Contract Claim shall be accompanied by Contractor's written statement that the adjustment claimed is the entire adjustment to which the Contractor believes it is entitled as a result of said event. 6. The City shall submit any response to the Contractor within 30 days after receipt of the claimant's last submittal (unless Contract allows additional time). C. City's Action. City will review each Contract Claim and, within 30 days after receipt of the last submittal of the Contractor, if any, take one of the following actions in writing: 1. deny the Contract Claim in whole or in part; 2. approve the Contract Claim; or 3. notify the Contractor that the City is unable to resolve the Contract Claire if, in the City's sole discretion, it would be inappropriate for the City to do so. For purposes of further resolution of the Contract Claim, such notice shall be deemed a denial. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision: Febivay2,2016 007200-1 GENERAL COND[TIONS 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 I — COSY O HE WORK; ALLOWANCES; YYAl ICES; NIT 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 11.0LB, necessarily incurred and paid by Contractor in the proper performance of the Work. When the value of any Work covered by a Change Order, the costs to be reimbursed to Contractor will be only those additional or incremental costs required because of the change in the Work. Such costs shall not include any of the costs itemized in Paragraph 11.01.13, and shall include but not be limited to the following items: 1. Payroll costs for employees in the direct employ of Contractor in the performance of the Work under schedules of job classifications agreed upon by City and Contractor. Such employees shall include, without limitation, superintendents, foremen, and other personnel employed full time on the Work. Payroll costs for employees not employed full time on the Work shall be apportioned on the basis of their time spent on the Work. Payroll costs shall include; a. salaries with a 55% markup, or b. salaries and wages plus the cost of fringe benefits, which shall include social security contributions, unemployment, excise, and payroll taxes, workers' compensation, health and retirement benefits, bonuses, sick leave, vacation and holiday pay applicable thereto. The expenses of performing Work outside of Regular Working Hours, Weekend Working Hours, or legal holidays, shall be included in the above to the extent authorized by City. 2. Cost of all materials and equipment furnished and incorporated in the Work, including costs of transportation and storage thereof, and Suppliers' field services required in connection therewith. 3. Rentals of all construction equipment and machinery, and the parts thereof whether rented from Contractor or others in accordance with rental agreements approved by City, and the costs of transportation, loading, unloading, assembly, dismantling, and removal thereof. All such costs shall be in accordance with the terms of said rental agreements. The rental of any such equipment, machinery, or parts shall cease when the use thereof is no longer necessary for the Work. CITY" OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision: Febway%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. S. Costs of special consultants (including but .not limited to engineers, architects, testing laboratories, surveyors, attorneys, and accountants) employed for services specifically related to the Work. 6. Supplemental costs including the following: a. The proportion of necessary transportation, travel, and subsistence expenses of Contractor's employees incurred in discharge of duties connected with the Work. b. Cost, including transportation and maintenance, of all materials, supplies, equipment, machinery, appliances, office, and temporary facilities at the Site, and hand tools not owned by the workers, which are consumed in the performance of the Work, and cost, less market value, of such items used but not consumed which remain the property of Contractor. c. Sales, consumer, use, and other similar taxes related to the Work, and for which Contractor is liable not covered under Paragraph 6.11, as imposed by Laws and Regulations. d. Deposits lost for causes other than negligence of Contractor, any Subcontractor, or anyone directly or indirectly employed by any of them or for whose acts any of them may be liable, and royalty payments and fees for permits and licenses. c. Losses and damages (and related expenses) caused by damage to the Work, not compensated by insurance or otherwise, sustained by Contractor in connection with the performance of the Work, provided such losses and damages have resulted from causes other than the negligence of Contractor, any Subcontractor, or anyone directly or indirectly employed by any of them or for whose acts any of them may be liable. Such losses shall include settlements made with the written consent and approval of City. No such losses, damages, and expenses shall be included in the Cost of the Work for the purpose of determining Contractor's fee. f. The cost of utilities, fuel, and sanitary facilities at the Site. g. Minor expenses such as telegrams, long distance telephone calls, telephone and communication services at the Site, express and courier services, and similar petty cash items in connection with the Work. CITY OF PORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision: Pebwmy2, 2016 007200- l GENERAL CONDITIONS Page 43 of 53 h. The costs of premiums for all bonds and insurance Contractor is required by the Contract Documents to purchase and maintain. B. Costs Excluded.• The term Cost of the Work shall not 'include any of the following items: 1. Payroll costs and other compensation of Contractor's officers, executives, principals (of partnerships and sole proprietorships), general managers, safety managers, engineers, architects, estimators, attorneys, auditors, accountants, purchasing and contracting agents, expediters, timekeepers, clerks, and other personnel employed by Contractor, whether at the Site or in Contractor's principal or branch office for general administration of the Work and not specifically included in the agreed upon schedule of job classifications referred to in Paragraph 11.01.A.I or specifically covered by Paragraph 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 hind. 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 1 LOLA and 11.0l.B, 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 ContTact Price all allowances so named in the Contract Documents and shall cause the Work so covered to be performed for such sums and by such persons or entities as may be acceptable to City. B. Pre --bid Allowances: 1. Contractor agrees that: CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision: Febmify2, 2016 007200-I GENERAL CONDITIONS Page 44 of 63 a. the pre -bid allowances include the cost to Contractor of materials and equipment required by the allowances to be delivered at the Site, and all applicable taxes; and b. Contractor's costs for unloading and handling on the Site, labor, installation, overhead, profit, and other expenses contemplated for the pre -bid allowances have been included in the allowances, and no demand for additional payment on account of any of the foregoing will be valid. C. Contingency Allowance: Contractor agrees that a contingency allowance, if any, is for the sole use of City. D. Prior to final payment, an appropriate Change Order will be issued to reflect actual amounts due Contractor on account of Work covered by allowances, and the Contract Price shall be correspondingly adjusted. 11.03 Unit Price Work A. Where the Contract Documents provide that all or part of the Work is to be Unit Price Work, initially the Contract Price will be deemed to include for all Unit Price Work an amount equal to the sum of the unit price for 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 twit price items shall be considered incidental to unit price work listed and the cost of incidental work included as part of the unit price. D. City may make an adjustment in the Contract Price in accordance with Paragraph 12.01 if: 1. the quantity of any item of Unit Price Work performed by Contractor differs materially and significantly from the estimated quantity of such item indicated in the Agreement; and 2. there is no corresponding adjustment with respect to any other item of Work. E. .Increased or Decreased Quantities: The City reserves the right to order Extra Work in accordance with Paragraph 10.01. 1. If the changes in quantities or the alterations do not significantly change the character of work under the Contract Documents, the altered work will be paid for at the Contract unit price. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision: Febnmty2, 20I6 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: Febmxy2, 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 TEWE 12.01 Change of Contract Price A. The Contract Price may only be changed by a Change Order. B. The value of any Work covered by a Change Order will be determined as follows: 1. where the Work involved is covered by unit prices contained in the Contract Documents, by application of such unit prices to the quantities of the items involved (subject to the provisions of Paragraph 11.03); or 2. where the Work involved is not covered by unit prices contained in the Contract Documents, by a mutually agreed lump sum or unit price (which may include an allowance for overhead and profit not necessarily in accordance with Paragraph 12.01.C.2), and shall include the cost of any secondary impacts that are foreseeable at the time of pricing the cost of Extra Work; or 3. where the Work involved is not covered by unit prices contained in the Contract Documents and agreement to a lump sum or unit price is not reached under Paragraph 12.01.13.2, on the basis of the Cost of the Work (determined as provided in Paragraph 11.01) plus a Contractor's fee for overhead and profit (determined as provided in Paragraph 12.01.C). C. Contractor's Fee: The Contractor's additional fee for overhead and profit shall be determined as follows: 1. a mutually acceptable fixed fee; or 2. if a fixed fee is not agreed upon, then a fee based on the following percentages of the various portions of the Cost of the Work: a. for costs incurred under Paragraphs 11.0l.A.1, 11.01.A.2. and 11.01.A.3, the Contractor's additional fee shall be 15 percent except for: 1) rental fees for Contractor's own equipment using standard rental rates; 2) bonds and insurance; b. for costs incurred under Paragraph 11.0 t .A.4 and 11.01.A.5, the Contractor's fee shall be five percent (5%); 1) where one or more tiers of subcontracts are on the basis of Cost of the Work plus a fee and no fined fee is agreed upon, the intent of Paragraphs 12.01.C.2.a and 12.01.C.2.b is that the Subcontractor who actually performs the Work, at whatever CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCIJIvILNTS Revision: Febrmy2,2016 09 72 00 -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 11.01.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%; e. no fee shall be payable on the basis of costs itemized under Paragraphs I1.01.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. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision: Febmary2,20I6 007200-1 GENERAL CONDITIONS Page 48 of 63 ARTICLE 13 — TESTS AND INSPECTIONS; CORRECTION, REMOVAL OR ACCEPTANCE OF DEFECTIVE WORK 13.01 Notice of Defects Notice of all defective Work of which City has actual knowledge will be given to Contractor. Defective Work may be rejected, corrected, or accepted as provided in this Article 13. 13.02 Access to Work City, independent testing laboratories, and governmental agencies with jurisdictional interests will have access to the Site and the Work at reasonable times for their observation, inspection, and testing. Contractor shall provide them proper and safe conditions for such access and advise them of Contractor's safety procedures and programs so that they may comply therewith as applicable. 13.03 Tests and. Inspections A. Contractor shall give City timely notice of readiness of the Work for all required inspections, tests, or approvals and shall cooperate with inspection and testing personnel to facilitate required inspections or tests. B. If Contract Documents, Laws or Regulations of any public body having jurisdiction require any of the Work (or part thereof) to be inspected, tested, or approved, Contractor shall assume full responsibility for arranging and obtaining such independent inspections, tests, retests or approvals, pay all costs in connection therewith, and furnish City the required certificates of inspection or approval; excepting, however, those fees specifically identified in the Supplementary Conditions or any Texas Department of Licensure and Regulation (TDLR) inspections, which shall be paid as described in the Supplementary Conditions. C. Contractor shall be responsible for arranging and obtaining and shall pay all costs in connection with any inspections, tests, re -tests, or approvals required for City's acceptance of materials or equipment to be incorporated in the Work; or acceptance of materials, mix designs, or equipment submitted for approval prior to Contractor's purchase thereof for incorporation in the Work. Such inspections, tests, re -tests, or approvals shall be performed by organizations acceptable to City. D. City may arrange for the services of an independent testing laboratory ("Testing Lab") to perform any inspections or tests ("Testing") for any part of the Work, as determined solely by City. 1. City will coordinate such Testing to the extent possible, with Contractor; 2. Should any Testing under this Section 13.03 D result in a "fail", "did not pass" or other similar negative result, the Contractor shall be responsible for paying for any and all retests. Contractor's cancellation without cause of City initiated Testing shall be deemed a negative result and require a retest. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision: Febnmry2, 2016 007200-I GENERAL CONDITIONS Page 49 of 63 3. Any amounts owed for any retest under this Section 13.03 D shall be paid directly to the Testing Lab by Contractor. City will forward all invoices for retests to Contractor. 4. If Contractor fails to pay the Testing Lab, City will not issue Final Payment until the Testing Lab is paid. E. If any Work (or the work of others) that is to be inspected, tested, or approved is covered by Contractor without written concurrence of City, Contractor shall, if requested by City, uncover such Work for observation. F. Uncovering Work as provided in Paragraph 13.03.E shall be at Contractor's expense. G. Contractor shall have the right to make a Contract Claim regarding any retest or invoice issued under Section 13.03 D. 13.04 Uncovering Work A. If any Work is covered contrary to the Contract Documents or specific instructions by the City, it must, if requested by City, be uncovered for City's observation and replaced at Contractor's expense. B. If City considers it necessary or advisable that covered Work be observed by City or inspected or tested by others, Contractor, at City's request, shall uncover, expose, or otherwise make available for observation, inspection, or testing as City may require, that portion of the Work in question, furnishing all necessary labor, material, and equipment. If it is found that the uncovered Work is defective, Contractor shall pay all claims, costs, losses, and damages (including but not limited to all fees and charges of engineers, architects, attorneys, and other professionals and all court or other dispute resolution costs) arising out of or relating to such uncovering, exposure, observation, inspection, and testing, and of satisfactory replacement or reconstruction (including but not limited to all costs of repair or replacement of work of others); or City shall be entitled to accept defective Work in accordance with Paragraph 13.09 in which case Contractor shall still be responsible for all costs associated with exposing, observing, and testing the defective Work. 2. If the uncovered Work is not found to be defective, Contractor shall be allowed an increase in the Contract Price or an extension of the Contract Time, or both, directly attributable to such uncovering, exposure, observation, inspection, testing, replacement, and reconstruction. 13.05 City May Stop the Work If the Work is defective, or Contractor fails to supply sufficient skilled workers or suitable materials or equipment, or fails to perform the Work in such a way that the completed Work will conform to the Contract Documents, City may order Contractor to stop the Work, or any portion thereof, until the cause for such order has been eliminated, however, this right of City to stop the Work shall not give rise to any duty on the part of City to exercise this right for the benefit of Contractor, any CITY OF FORT WORTH STANDARD CONSTRUCTION ,SPECIFICATION DOCUMENTS Revision: February2, 2016 007200-I GENERAL CONDITIONS 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 ofDefective 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 Iimited to all fees and charges of engineers, architects, attorneys, and other professionals and all court or arbitration or other dispute resolution costs) arising out of or relating to such correction or removal (including but not limited to all costs of repair or replacement of work of others). Failure to require the removal of any defective Work shall not constitute acceptance of such Work. B. When correcting defective Work under the terms of this Paragraph 13.06 or Paragraph 13.07, Contractor shall take no action that would void or otherwise impair City's special warranty and guarantee, if any, on said Work. 13.07 Correction Period A. If within two (2) years after the date of Final Acceptance (or such longer period of time as may be prescribed by the terms of any applicable special guarantee required by the Contract Documents), any Work is found to be defective, or if the repair of any damages to the land or areas made available for Contractor's use by City or permitted by Laws and Regulations as contemplated in Paragraph 6.10.A is found to be defective, Contractor shall promptly, without cost to City and in accordance with City's written instructions: 1. repair such defective land or areas; or 2. correct such defective Work; or 3. if the defective Work has been rejected by City, remove it from the Project and replace it with Work that is not defective, and 4. satisfactorily correct or repair or remove and replace any damage to other Work, to the work of others or other land or areas resulting therefrom. B. If Contractor does not promptly comply with the terms of City's written instructions, or in an emergency where delay would cause serious risk of loss or damage, City may have the defective Work corrected or repaired or may have the rejected Work removed and replaced. All claims, costs, losses, and damages (including but not limited to all fees and charges of engineers, architects, attorneys, and other professionals and all court or other dispute resolution costs) arising out of or relating to such correction or repair or such removal and replacement (including but not limited to all costs of repair or replacement of work of others) will be paid by Contractor. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECMCATION DOCUfvMNTS Revision: Febmary2,2016 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 4cceptance 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 WORT11 STANDARD CONSTRICTION SPECIFICATION DOCUMENTS Revision: Febwary2, 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 13.09. ARTICLE 14 — PAYMENTS TO CONTRACTOR AND COMPLETION 14.01 Schedule of Values The Schedule of Values for lump sum contracts established as provided in Paragraph 2.07 will serve as the basis for progress payments and will be incorporated into a form of Application for Payment acceptable to City. Progress payments on account of Unit Price Work will be based on the number of units completed. 14.02 Progress Payments A. Applicationsfor Payments: 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. 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. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision: Febmary2,2016 007200-I 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 PORT WORTH STANDARD CONSTRUC—FION SPECIFICATION DOCUMENTS Revision: Febmmy 2, 2016 007200-1 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. Retannage: 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.B.4.a through 14.02.B.4.e or Paragraph 15.02.A. 2. If City refuses to make payment of the amount requested, City will give Contractor written .notice stating the reasons for such action and pay Contractor any amount remaining after deduction of the amount so withheld. City shall pay Contractor the amount so withheld, or any adjustment thereto agreed to by City and Contractor, when Contractor remedies the reasons for such action. 14.03 Contractor's Warranty of Title Contractor warrants and guarantees that title to all Work, materials, and equipment covered by any Application for Payment, whether incorporated in the Project or not, will pass to City no later than the time of payment free and clear of all Liens. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision Febtuary2, 2016 007200-I 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.I, City and Contractor shall make an inspection of that part of the Work to determine its status of completion. If City does not consider that part of the Work to be substantially complete, City will notify Contractor in writing giving the reasons therefor. 3. Partial Utilization will not constitute Final Acceptance by City. 14.05 Final.Inspection A. Upon written notice from Contractor that the entire Work is complete in accordance with the Contract Documents: 1. within 10 days, City will schedule a final Inspection with Contractor. 2. City will notify Contractor in writing of all particulars in which this inspection reveals that the Work is incomplete or defective. Contractor shall immediately take such measures as are necessary to complete such Work or remedy such deficiencies. B. No time charge will be made against the Contractor between said date of notification of the City and the date of Final Inspection. Should the City determine that the Work is not ready for Final Inspection, City will notify the Contractor in writing of the reasons and Contract Time will resume. 14.06 Final Acceptance Upon completion by Contractor to City's satisfaction, of any additional Work identified in the Final Inspection, City will issue to Contractor a letter of Final Acceptance. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUNWNTS Revision: Febnuy2, 20I6 007200-1 GENERAL CONDITIONS Page 56 of63 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 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: Febnny 2, 2016 007200-1 GENERAL. CONDITIONS Page 57 of 0 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 TERNUNAT1ON 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 CONSTRUCT ION SPECIFICATION DOCUMENTS Revision: Febmaty2, 2016 007200-1 GENERA. CONDITIONS Page 58 of 63 15.02 City May Terminatefor Cause A. The occurrence of any one or more of the following events by way of example, but not of limitation, may justify termination for cause: L Contractor's persistent failure to perform the Work in accordance with the Contract Documents (including, but not limited to, failure to supply sufficient skilled workers or suitable materials or equipment, failure to adhere to the Project Schedule established under Paragraph 2.07 as adjusted from time to time pursuant to Paragraph 6.04, or failure to adhere to the City's Business Diversity Enterprise Ordinance #20020-12-2011established under Paragraph 6.06.D); 2. Contractor's disregard of Laws or Regulations of any public body having jurisdiction; 3. Contractor's repeated disregard of the authority of City; or 4. Contractor's violation in any substantial way of any provisions of the Contract Documents; or 5. Contractor's failure to promptly make good any defect in materials or workmanship, or defects of any nature, the correction of which has been directed in writing by the City; or 6. Substantial indication that the Contractor has made an unauthorized assignment of the Contract or any funds due therefrom for the benefit of any creditor or for any other purpose; or 7. Substantial evidence that the Contractor has become insolvent or bankrupt, or otherwise financially unable to carry on the Work satisfactorily; or 8. Contractor commences legal action in a court of competent jurisdiction against the City. B. If one or more of the events identified in Paragraph 15.02A. occur, City will provide written notice to Contractor and Surety to arrange a conference with Contractor and Surety to address Contractor's failure to perform the Work. Conference shall be held not later than 15 days, after receipt of notice. I. If the City, the Contractor, and the Surety do not agree to allow the Contractor to proceed to perform the construction Contract, the City may, to the extent permitted by Laws and Regulations, declare a Contractor default and formally terminate the Contractor's right to complete the Contract. Contractor default shall not be declared earlier than 20 days after the Contractor and Surety have received notice of conference to address Contractor's failure to perform the Work. 2. If Contractor's services are terminated, Surety shall be obligated to take over and perform the Work. If Surety does not commence performance thereof within 15 consecutive calendar days after date of ari additional written notice demanding Surety's performance of its CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision: Febmary2, 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. 6. Maintenance of the Work shall continue to be Contractor's and Surety's responsibilities as provided for in the bond requirements of the Contract Documents or any special guarantees provided for under the Contract Documents or any other obligations otherwise prescribed by law. C. Notwithstanding Paragraphs 15.02.5, Contractor's services will not be terminated if Contractor begins within seven days of receipt of notice of intent to terminate to correct its failure to perform and proceeds diligently to cure such failure within no more than 30 days of receipt of said notice. D. Where Contractor's services have been so terminated by City, the termination will not affect any rights or remedies of City against Contractor then existing or which may thereafter accrue. Any retention or payment of moneys due Contractor by City will not release Contractor from liability. E. If and to the extent that Contractor has provided a performance bond under the provisions of Paragraph 5.02, the termination procedures of that bond shall not supersede the provisions of this Article. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision: Febnay2, 2016 007200-1 GENERAL CONDITIONS Page 60 of63 15.03 City May Terminate For Convenience A. City may, without cause and without prejudice to any other right or remedy of City, terminate the Contract. Any termination shall be effected by mailing a notice of the termination to the Contractor specifying the extent to which performance of Work under the contract is terminated, and the date upon which such termination becomes effective. Receipt of the notice shall be deemed conclusively presumed and established when the letter is placed in the United States Postal Service Mail by the City. Further, it shall be deemed conclusively presumed and established that such termination is made with just cause as therein stated; and no proof in any claim, demand or suit shall be required of the City regarding such discretionary action. B. After receipt of a notice of termination, and except as otherwise directed by the City, the Contractor shall: 1. Stop work under the Contract on the date and to the extent specified in the notice of termination; 2. place no further orders or subcontracts for materials, services or facilities except as may be necessary for completion of such portion of the Work under the Contract as is not terminated; 3. terminate all orders and subcontracts to the extent that they relate to the performance of the Work terminated by notice of termination; 4. transfer title to the City and deliver in the manner, at the times, and to the extent, if any, directed by the City: a, the fabricated or unfabricated parts, Work in progress, completed Work, supplies and other material produced as a part of, or acquired in connection with the performance of, the Work terminated by the notice of the termination; and b. the completed, or partially completed plans, drawings, information and other property which, if the Contract had been completed, would have been required to be f u7n_ished 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. CrrY OF PORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision: February 2, 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 n-nishing labor, materials, or equipment as required by the Contract Documents in connection with uncompleted Work, plus fair and reasonable sums for overhead and profit on such expenses; and 3. reasonable expenses directly attributable to termination. G. In the event of the failure of the Contractor and City to agree upon the whole amount to be paid to the Contractor by reason of the termination of the Work, the City shall determine, on the basis of information available to it, the amount, if any, due to the Contractor by reason of the termination and shall pay to the Contractor the amounts determined. Contractor shall not be paid on account of loss of anticipated profits or revenue or other economic loss arising out of or resulting from such termination. ARTICLE 16 DISPUTE RESOLUTION 16.01 Methods and Procedures A. Either City or Contractor may request mediation of any Contract Claim submitted for a decision under Paragraph 10.06 before such decision becomes final and binding. The request for mediation shall be submitted to the other party to the Contract. Timely submission of the request shall stay the effect of Paragraph 10.06.E. B. City and Contractor shall participate in the mediation process in good faith. The process shall be commenced within 60 days of filing of the request. C. if the Contract Claim is not resolved by mediation, City's action under Paragraph 10.06.0 or a denial pursuant to Paragraphs 10.06.C.3 or 10.06.1) shall become final and binding 30 days after termination of the mediation unless, within that time period, City or Contractor: CITY OF FORT WORTH STANDARD CONSTRucTioN SPECIFICATION DOCUMENTS Revision: Febzuary2,2016 007200-1 GENERAL CONDITIONS Page 62 of 63 elects in writing to invoke any other dispute resolution process provided for in the Supplementary Conditions; or 2. agrees with the other party to submit the Contract Claim to another dispute resolution process; or 3. gives written notice to the other parry 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 il: 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: F&nny2, 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 OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision: Febniary2,2016 007300-1 SUPPLEMENTARY CONDITIONS 4 5 6 7 8 9 10 11 12 13 14 15 16 17 I8 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 SECTION 00 73 00 SUPPLEMENTARY CONDITIONS TO GENERAL CONDITIONS Supplementary Conditions Page 1 of 5 These Supplementary Conditions modify and supplement Section 00 72 00 - General Conditions, and other provisions of the Contract Documents as indicated below. All provisions of the General Conditions that are modified or supplemented remain in full force and effect as so modified or supplemented. All provisions of the General Conditions which are not so modified or supplemented remain in full force and effect. Defined Terms The terms used in these Supplementary Conditions which are defined in the General Conditions have the meaning assigned to them in the General Conditions, unless specifically noted herein. Modifications and Supplements The following are instructions that modify or supplement specific paragraphs in the General Conditions and other Contract Documents. SC-3.03B.2, "Resolving Discrepancies" Plans govern over Specifications. SC-4.01A Easement limits shown on the Drawing are approximate and were provided to establish a basis for bidding. Upon receiving the final easements descriptions, Contractor shall compare them to the lines shown on the Contract Drawings. SC-4.01A.1., "Availability of Lands" The following is a list of known outstanding right-of-way, and/or easements to be acquired, if any as of May 31, 2017: Outstanding Right -Of -Way, and/or Easements to Be Acquired PARCEL OWNER TARGET DATE NUMBER OF POSSESSION (done The Contractor understands and agrees that the dates listed above are estimates only, are not guaranteed, and do not bind the City. If Contractor considers the final easements provided to differ materially from the representations on the Contract Drawings, Contractor shall within five (5) Business Days and before proceeding with the Work, notify City in writing associated with the differing easement line locations. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised January 22, 2016 SMALL DIAMETER WATER MAIN EXTENSIONS, REPLACEMENTS & RELOCATIONS CONTRACT 2019 City Project No. IO2I97 00 73 00 - 2 SUPPLEMENTARY CONDITIONS Page 2 of 5 I 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 May 31, 2017 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 EXPECTED UTILITY AND LOCATION OWNER None TARGET DATE OF ADJUSTMENT The Contractor understands and agrees that the dates listed above are estimates only, are not guaranteed, and do not bind the City. SC-4.02A., "Subsurface and .Physical Conditions" The following are reports of explorations and tests of subsurface conditions at the site of the Work: None The following are drawings of physical conditions in or relating to existing surface and subsurface structures (except Underground Facilities) which are at or contiguous to the site of the Work: None SC-4.06A., "Hazardous Environmental Conditions at Site" The following are reports and drawings of existing hazardous environmental conditions known to the City: None SC-5.03A., "Certificates of Insurance" The entities listed below are "additional insureds as their interest may appear" including their respective officers, directors, agents and employees. (1) City (2) Consultant: None (3) Other: None SC-5.04A., "Contractor's Insurance" The limits of liability for the insurance required by Paragraph GC-5.04 shall provide the following coverages for not less than the following amounts or greater where required by laws and regulations: 5.04A. Workers' Compensation, under Paragraph GC-5.04A. Statutory limits Employer's liability $100,000 each accident/occurrence $100,000 Disease - each employee $500,000 Disease - policy limit CITY OF FORT WORTH SMALL DIAMETER WATER MAIN STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS EXTENSIONS, REPLACEMENTS & Revised January 22, 2016 RFI,OCATIONS CONTRACT 2019 City Project No. 102197 007300-3 SUPPLEMENTARY CONDITIONS 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 51 52 53 54 Page 3 of 5 SC-5.04B., "Contractor's Insurance" 5.04B. Comrercial General Liability, under Paragraph GC-5.04B. Contractor's Liability Insurance under Paragraph GC-5.04B., which shall be on a per project basis covering the Contractor with minimum limits of: $1,000,000 each occurrence $2,000,000 aggregate limit The policy must have an endorsement (Amendment— Aggregate Limits of Insurance) making the General Aggregate Limits apply separately to each job site. The Commercial General Liability Insurance policies shall provide "X", "C", and "U" coverage's. Verification of such coverage must be shown in the Remarks Article of the Certificate of Insurance. SC 5.04C., "Contractor's Insurance" 5.04C. Automobile Liability, under Paragraph GC-5.04C. Contractor's Liability Insurance under Paragraph GC-5.04C., which shall be in an amount not less than the following amounts: (1) Automobile Liability - a commercial business policy shall provide coverage on "Any Auto", defined as autos owned, hired and non -owned. $1,000,000 each accident on a combined single limit basis. Split limits are acceptable if limits are at least: $250,000 Bodily Injury per person / $500,000 Bodily Injury per accident / $100,000 Property Damage SC-5.04D., "Contractor's Insurance" The Contractor's construction activities will require its employees, agents, subcontractors, equipment, and material deliveries to cross railroad properties and tracks None The Contractor shall conduct its operations on railroad properties in such a manner as not to interfere with, hinder, or obstruct the railroad company in any manner whatsoever in the use or operation of its/their trains or other property. Such operations on railroad properties may require that Contractor to execute a "Right of Entry Agreement" with the particular railroad company or companies involved, and to this end the Contractor should satisfy itself as to the requirements of each railroad company and be prepared to execute the right -of -entry (if any) required by a railroad company. The requirements specified herein likewise relate to the Contractor's use of private and/or construction access roads crossing said railroad company's properties. The Contractual Liability coverage required by Paragraph 5.04D of the General Conditions shall provide coverage for not less than the following amounts, issued by companies satisfactory to the City and to the Railroad Company for a term that continues for so long as the Contractor's operations and work cross, occupy, or touch railroad property: (1) General Aggregate: (2) Each Occurrence: Required for this Contract CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised January 22, 2016 $Confirm Limits with Railroad $Confirm Limits with Railroad Not required for this Contract SMALL DIAMETER WATER MAIN EXTENSIONS, REPLACEMENTS & RELOCATIONS CONTRACT 2019 City Project No. 102197 00 73 00 - 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. If, 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 1 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 RATE (Heavy and 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 52 53 54 CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised January 22, 2016 SMALL DIAMETER WATER MAIN EXTENSIONS, REPLACEMENTS & RELOCATIONS CONTRACT 2019 City Project No. 102197 1 007300-5 SUPPLEMENTARY CONDITIONS Page 5 of 5 1 SC-6.09C. "Outstanding permits and licenses" 2 3 The following is a list of known outstanding permits and/or licenses to be acquired, if any as of May 31, 4 2017 5 6 Outstanding Permits and/ror Licenses to Re Acquired OWNER PERMIT OR LICENSE AND LOCATION TARGET DATE OF POSSESSION None 7 8 SC-7.02., "Coordination" 9 10 The individuals or entities listed below have contracts with the City for the performance of other work at 11 the Site: 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 Vendor Scope of Work Coordination Authorit None SC-8.01, "Communications to Contractor" None SC-9A1., "City's Project Manager" The City's Project Manager for this Contract is Adolfo Lopez, or his/her successor pursuant to written notification from the Director of Water Department SC-13.03C., "Tests and Inspections" None SC-16.01C.1, "Methods and Procedures" None END OF SECTION Revision Log DATE NAME SUMMARY OF CHANGE 1/22/2016 F. Griffin SC-9.01., "City's Project Representative" wording changed to City's Project Manager. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised January 22, 2016 SMALL DIAMETER WATER MAIN EXTENSIONS, REPLACEMENTS & RELOCATIONS CONTRACT 20I9 City Project No. 102197 1 2 3 PART 1 - GENERAL 4 1.1 SUMMARY SECTION 01 11 00 SUMMARY OF WORK 011100-1 SUMMARY OF WORK Page 1 of 5 A. Section Includes: 6 1. Summary of Work to be performed in accordance with the Contract Documents 7 B. Deviations from this City of Fort Worth Standard Specification 8 1. None. 9 C. Related Specification Sections include, but are not necessarily limited to: 10 1. Division 0 - Bidding Requirements, Contract Forms, and Conditions of the Contract 11 2. Division 1 - General Requirements 12 1.2 PRICE AND PAYMENT PROCEDURES 13 A. Measurement and Payment 14 1. Work associated with this Item is considered subsidiary to the various items bid. 15 No separate payment will be allowed for this Item. 16 1.3 REFERENCES [NOT USE, 17 1.4 ADMINISTRATIVE REQUIREMENTS 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 A. Work Covered by Contract Documents 1. Work is to include furnishing all labor, materials, and equipment, and performing all Work necessary for this construction project as detailed in the Drawings and Specifications. B. Subsidiary Work 1. Any and all Work specifically governed by documentary requirements for the project, such as conditions imposed by the Drawings or Contract Documents in which no specific item for bid has been provided for in the Proposal and the item is not a typical unit bid item included on the standard bid item list, then the item shall be considered as a subsidiary item of Work, the cost of which shall be included in the price bid in the Proposal for various bid items. C. Use of Premises 1. Coordinate uses of premises under direction of the City. 2. Assume full responsibility for protection and safekeeping of materials and equipment stored on the Site. 3. Use and occupy only portions of the public streets and alleys, or other public places or other rights -of -way as provided for in the ordinances of the City, as shown in the Contract Documents, or as may be specifically authorized in writing by the City. CITY OF FORT WORTH SMALL DIAMETER WATER MAIN STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS EXTENSIONS, REPLACEMENTS & Revised December 20, 2012 RELOCATIONS CONTRACT 2019 City Project No. 102197 01 11 00 - 2 SUMMARY OF WORK Page 2 of 3 I a. A reasonable amount of tools, materials, and equipment for construction 2 purposes may be stored in such space, but no more than is necessary to avoid 3 delay in the construction operations. 4 b. Excavated and waste materials shall be stored in such a way as not to interfere 5 with the use of spaces that may be designated to be Ieft free and unobstructed 6 and so as not to inconvenience occupants of adjacent property. 7 c. If the street is occupied by railroad tracks, the Work shall be carried on in such 8 manner as not to interfere with the operation of the railroad. 9 1) All Work shall be in accordance with railroad requirements set forth in 10 Division 0 as well as the railroad permit. I I D. Work within Easements 12 1. Do not enter upon private property for any purpose without having previously 13 obtained permission from the owner of such property. 14 2. Do not store equipment or material on private property unless and until the 15 specified approval of the property owner has been secured in writing by the 16 Contractor and a copy furnished to the City. 17 3. Unless specifically provided otherwise, clear all fights -of -way or easements of 18 obstructions which must be removed to make possible proper prosecution of the 19 Work as a part of the project construction operations. 20 4. Preserve and use every precaution to prevent damage to, all trees, shrubbery, plants, 21 lawns, fences, culverts, curbing, and all other types of structures or improvements, 22 to all water, sewer, and gas lines, to all conduits, overhead pole lines, or 23 appurtenances thereof, including the construction of temporary fences and to all 24 other public or private property adjacent to the Work. 25 5. Notify the proper representatives of the owners or occupants of the public or private 26 lands of interest in lands which might be affected by the Work. 27 a. Such notice shall be made at least 48 hours in advance of the beginning of the 28 Work. 29 b. Notices shall be applicable to both public and private utility companies and any 30 corporation, company, individual, or other, either as owners or occupants, 31 whose land or interest in land might be affected by the Work. 32 c. Be responsible for all damage or injury to property of any character resulting 33 from any act, omission, neglect, or misconduct in the :manner or method or 34 execution of the Work, or at any time due to defective work, material, or 35 equipment. 36 b. Fence 37 a. Restore all fences encountered and removed during construction of the Project 38 to the original or a better than original condition. 39 b. Erect temporary fencing in place of the fencing removed whenever the Work is 40 not in progress and when the site is vacated overnight, and/or at all times to 41 provide site security. 42 c. The cost for all fence work within easements, including removal, temporary 43 closures and replacement, shall be subsidiary to the various items bid in the 44 project proposal, unless a bid item is specifically provided in the proposal. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised December 20, 2012 SNLALL DIAMETER WATER MAIN EXTENSIONS, REPLACEMENTS & RELOCATIONS CONTRACT 2019 City Project No. 102197 1 2 3 4 5 6 8 Z' 01 11 00-3 SUMMARY OF WORK Page 3 of 3 1.5 SUBMITTALS [NOT USED] 1.6 ACTION SUBMITTALSANFORMATIONAL SUBMITTALS [NOT USED] 1.7 CLOSEOUT SUBMITTALS [NOT USED] 1.5 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 1.9 QUALITY ASSURANCE [NOT USED1 1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED] 1.11 FIELD [SITE] CONDITIONS [NOT USED] 1.12 WARRANTY [NOT USED] PART 2 - PRODUCTS [NOT USED] 10 PART 3 - EXECUTION [NOT USED] 13 END OF SECTION Revision Log DATE; T NAME I SUMMARY OF CHANGE CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised December 20, 2012 SMALL DIAMETER WATER MAIN EXTENSIONS, REPLACEMENTS & RELOCATIONS CONTRACT2019 City Project No. 102197 013513-1 SPECIAL PROJECT PROCEDURES Page 1 of 11 1 SECTION 013513 2 SPECIAL PROJECT PROCEDURES 3 PART1- GENERAL 5 A. Section Includes: 6 1. The procedures for special project circumstances that includes, but is not limited to: 7 a. Coordination with the Texas Department of Transportation 8 b. Work near High Voltage Lines 9 c. Confined Space Entry Program 10 d. Air Pollution Watch Days 1 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 18 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 26 2. MOVE IN CHARGES 27 A Work Order may contain one or more locations. One move -in fete will paid to 28 the contractor per Work Order issued. Locations for multiple sites per Work 29 Order will be in the same general vicinity, if possible, and if so, only one 30 mobilization charge will be paid. When water and sewer work are required only 31 the water move: in fee'will be paid. At no time will both fees be paid for one 32 specific location. 33 34 3. EMERGENCY SITUATION, JOB MOVE -IN 35 The Owner or Engineer shall determine when an emergency situation shall 36 exist. When water emergency work is required, the Contractor shall mobilize to 37 the said location within twenty-four (24) hours after given notification from the 38 Inspector and/or Project Manager. The Contractor shall make all necessary 39 arrangements for bypass pumping, setting up barricades, notifying citizens, 40 etc., while waiting for other utilities to be located as directed by the Engineer. 41 The Contractor shall work continuously until the emergency work order has 42 been completed at a time agreed to by the Project Manager, Inspector, and 43, Contractor. After the emergency work order has been completed, there will be CITY OF FORT WORTH SMALL DIAMETER WATER MAIN STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS EXTENSIONS, REPLACEMENTS & Revised December 20, 2012 RELOCATIONS CONTRACT 2019 City Project No. 102197 013513-2 SPECIAL PROTECT PROCEDURES Page 2 of I I 1 no additional "Job Move -In" charges paid to remobilize back to the previous 2 project location site. 3 4 4. DETERMINATION AND INITIATION OF WORK 5 The Engineer shall determine and designate to the Contractor the location of 6 the service main requiring replacement by a Work Order together with a sketch 7 for each such replacement, giving the limits, size and nature of work required. 8 The Engineer will notify the Contractor that a Work Order is ready and fax 9 and/or email the Contractor a copy of the Work Order notification. The 10 Contractor is to provide his fax number and email address to the Engineer at 11 the pre -construction conference. Single or several Work Orders may be issued 12 at one time. The Contractor shall initiate work on a replacement within seven 13 (7) working days of the date the Work Order is sent to the Contractor, and 14 continue work on the Work Order until it has been completed, not including 15 paving. The Contractor shall furnish and supply sufficient equipment and 16 personnel to complete the Work Order in the amount of time provided for in 17 the Work Order. Should the Contractor fail to start any Work Order within the 18 time specified, he shall add the necessary work crews and equipment to 19 prosecute the work to complete the Work Order or Work Orders in the time 20 provided. 21 22 5. PAYMENT 23 Because of the unique nature of this contract, Article 14, PAYMENTS TO 24 CONTRACTOR AND COMPLETION of the General Conditions shall be amended 25 and superseded by the following: (Please initial below) 26 27 Whenever the improvements prescribed by an individual Work Order have 28 been completed, the Contractor shall notify the Engineer. The Engineer or 29 other appropriate official of the Owner will, within a reasonable time, perform 30 the inspections. If such inspection reveals that the improvements are in an 31 acceptable condition and have been completed in accordance with the terms of 32 the Contract Documents and all approved modifications thereof, the Engineer 33 will recommend acceptance of the work under that particular Work Order and 34 recommend payment therefore. 35 36 If the Engineer finds that the work has not been completed as required, he 37 shall so advise the Contractor in writing, furnishing him an itemized list of all 38 known items which have not been completed or which are not in an acceptable 39 condition. When the Contractor has corrected all such items, he shall again 40 notify the Engineer that the improvements are ready for inspection, and the 41 Engineer shall proceed as outlined above. 42 43 Whenever the improvements prescribed by the individual Work Order have 44 been completed and all requirements of the Contract Documents have been 45 fulfilled on the part of the Contractor, an estimate showing the value of the 46 work will be prepared by the Engineer as soon as the necessary 47 measurements, computations, and checks can be made. 48 CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised December 20, 2012 SMALL DIAMETER WATER MAIN EXTENSIONS, REPLACEMENTS & RELOCATIONS CONTRACT 2019 City Project No. 102197 013513-3 SPECIAL PROJECT PROCEDURES Page 3 of I 1 I The amount of the estimate will be paid to the Contractor after acceptance by 2 the Water Department Director, provided the Contractor has furnished to the 3 Owner satisfactory evidence of payment as follows: Prior to submission of the 4 estimate for payment, the Contractor shall execute an affidavit, as furnished by 5 the City, certifying that all persons, firms, associations, corporations, or other 6 organizations furnishing labor and/or materials under that Work Order have 7 been paid in full, that the wage scale established by the City Council in the City 8 of Fort Worth has been paid, and that there are no claims pending for personal 9 fnjury and/or property damages. to I I The acceptance by the Contractor of the individual payment as aforesaid shall 12 operate as and shall release the Owner from all claims or liabilities under the 13 Contract for anything done or furnished or relating to the work under that 14 Work Order or any act or neglect of said City relating to or connected with the 15 Contract. 16 17 The making of the payment by the Owner shall not relieve the Contractor of 18 any guarantees or other requirements of the Contract Documents which 19 specifically continue thereafter. 20 21 Bidder's Initials 22 23 5. BID QUANTITIES AND CONTRACT AWARD 24 Bid quantities of the various items in the proposal are for comparison only and 25 may not reflect the actual quantities. There is no limit to which a bid item can 26 be increased or decreased. 27 28 Contractor shall not be entitled to renegotiation of unit prices regardless of the 29 final measured quantities. To the extent that Articles 10, 11, or 12 conflicts 30 with this provision, this provision controls. No claim will be considered for lost 31 or anticipated profits based upon differences in estimated quantities versus 32 actual quantities. 33 34 Total quantities given in the bid proposal may not reflect actual quantities; 35 however, they are given for the purpose of bidding and awarding the contract. 36 A contract in the amount of $750,0011.00 shall be awarded with final payment 37 based on actual measured quantities and the unit price bid in this proposal- 38 Moreover, there is to be not limit on the variation between the estimated 39 quantities shown and actual quantities performed. 40 41 7. LIFE OF CONTRACT 42 It is contemplated that Work Orders will be issued to the Contractor for work 43 to be performed under this Contract for not to exceed 365 calendar days 44 following the date of the Contract nor to exceed the limit of the bid price, 45 whichever should occur first. The Contractor shall be required to complete any 46 work covered by a Work Order issued prior to that date of termination but will 47 not be required to accept any work order for execution dated after that date of 48 termination. If the cost of the work performed under this Contract is less than 49 the limit of the contract award at the end of the 365 calendar day period, at CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised December 20, 2012 SMALL DIAMETER WATER MAIN EXTENSIONS, REPLACEMENTS & RELOCATIONS CONTRACT 2019 City Project No. 102197 0135 13 - 4 SPECIAL PROJECT PROCEDURES Page 4 of 11 1 the City's option and the Contractor's concurrence, the Projeci may he 2 extended to the Limit of the contract award. 3 4 8. OPTION TO RENEW 5 The City has the right to renew this contract for two (2) one-year 6 terms/expenditures of $2,000,000.00 under the same terms, conditions and 7 unit prices. The City shall give at least sixty (60) days notice prior to the 8 expiration of this contract, determined as one year from the date of execution, 9 or of an option period, or a like notice at such a time as there is less than 10 $20,000.00 left unexpended. 11 12 9. LIQUIDATED DAMAGES 13 The Contractor shall pay liquidated damages of four hundred twenty dollars 14 ($420.00) per day per Work Order, for failure to begin a Work Order within the 15 seven (7) working days of the date the Work Order is faxed to the Contractor. 16 Failure to complete project within the stipulated construction time on the Work 17 Order, the Contractor will pay liquidated damages in the amount stipulated in 18 these contract documents. 19 20 10. TRENCH SAFETY SYSTEM DESIGN 21 Because of the unique nature of this contract, the number of trench safety 22 system designs required is not known at the time bids are received. While the 23 contractor is still bound by the latest version of the U.S. Department of tabor, 24 Occupational Safety and Health Administration Standards, 29 CFR Part 1926, 25 Subpart P-Excavations, it is the City's intention that all costs incurred by the 26 Contractor in acquiring trench safety designs be included in the unit price bid 27 for Job Move In or mobilization. 28 29 11. IRRIGATION SYSTEMS 30 Disruption of private irrigation systems is inevitable, but should be kept to a 31 minimum where possible. Repairing damage to the irrigation system shall be 32 subsidiary to the price bid per linear foot of pipe- No additional compensation 33 will be allowed. 34 35 C. Related Specification Sections include, but are not necessarily limited to: 36 1. Division 0 Bidding Requirements, Contract Forms and Conditions of the Contract 37 2. Division I — General Requirements 38 3. Section 33 12 25 — Connection to Existing Water Mains 39 1.2 PRICE AND PAYMENT PROCEDURES 40 A. Measurement and Payment 41 1. Coordination within Railroad permit areas 42 a. Measurement 43 1) Measurement for this Item will be by lump sum. 44 b. Payment 45 1) The work performed and materials famished in accordance with this Item 46 will be paid for at the lump sum price bid for Railroad Coordination. CITY OF FORT WORTH SMALL DIAMETER WATER MAIN STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS EXTENSIONS, REPLACEMENTS & Revised December 20, 2012 RELOCATIONS CONTRACT 2019 City Project No. 102197 013513-5 SPECIAL PROJECT PROCEDURES Page 5 of 1 I I c. The price bid shall include: 2 1) Mobilization 3 2) Inspection 4 3) Safety training 5 4) Additional Insurance 6 5) Insurance Certificates 7 6) Other requirements associated with general coordination with Railroad, 8 including additional employees required to protect the right-of-way and 9 property of the Railroad from damage arising out of and/or from the 10 construction of the Project. 11 2. Railroad Flagmen 12 a. Measurement 13 1) Measurement for this Item will be per working day. 14 b. Payment 15 1) The work performed and materials furnished in accordance with this Item 16 will be paid for each working day that Railroad Flagmen are present at the 17 Site. 18 c. The price bid shall include: 19 1) Coordination for scheduling flagmen 20 2) FIagmen 21 3) Other requirements associated with Railroad 22 3. All other items 23 a. Work associated with these Items is considered subsidiary to the various Items 24 bid. No separate payment will be allowed for this Item. 25 1.3 REFERENCES 26 A. Reference Standards 27 1. Reference standards cited in this Specification refer to the current reference 28 standard published at the time of the latest revision date logged at the end of this 29 Specification, unless a date is specifically cited. 30 2. Health and Safety Code, Title 9. Safety, Subtitle A. Public Safety, Chapter 752. 31 High Voltage Overhead Lines. 32 3. North Central Texas Council of Governments (NCTCOG) — CIean Construction 33 Specification 34 1.4 ADMINISTRATIVE REQUIREMENTS 35 A. Coordination with the Texas Department of Transportation 36 1. When work in the right-of-way which is Colder the jurisdiction of the Texas 37 Department of Transportation (TxDOT): 38 a. Notify the Texas Department of Transportation prior to commencing any work 39 therein in accordance with the provisions of the permit 40 b. All work performed in the TxDOT right-of-way shall be performed in 41 compliance with and subject to approval from the Texas Department of 42 Transportation 43 B. Work near High Voltage Lines 44 1. Regulatory Requirements CITY OF FORT WORTH SMALL D AMETER WATER MAIN STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS EXTENSIONS, REPLACEMENTS & Revised December 20, 2012 RELOCATIONS CONTRACT 2019 City Project No. I02197 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 0135 13 -6 SPECIAL PROJECT PROCEDURES Page 6 of 11 a. All Work near High Voltage Lines (more than 600 volts measured between conductors or between a conductor and the ground) shall be in accordance with Health and Safety Code, Title 9, Subtitle A, Chapter 752. 2. Warning sign a. Provide sign of sufficient size meeting all OSHA requirements. 3. Equipment operating within 10 feet of high voltage lines will require the following safety features a. Insulating cage -type of guard about the boom or arm b. Insulator links on the lift hook connections for back hoes or dippers c. Equipment must meet the safety requirements as set forth by OSHA and the safety requirements of the owner of the high voltage lines 4. Work within 6 feet of high voltage electric lines a. Notification shall be given to: 1) The power company (example: ONCOR) a) Maintain an accurate log of all such calls to power company and record action taken in each case. b. Coordination with power company 1) After notification coordinate with the power company to: a) Erect temporary mechanical barriers, de -energize the lines, or raise or lower the lines c. No personnel may work within 6 feet of a high voltage line before the above requirements have been met. C. Confined Space Entry Program 1. Provide and follow approved Confined Space Entry Program in accordance with OSHA requirements. 2. Confined Spaces include: a. Manholes b. All other confined spaces in accordance with OSHA's Permit Required for Confined Spaces D. Air Pollution Watch Days 1. General a. Observe the following guidelines relating to working on City construction sites on clays designated as "AIR POLLUTION WATCH DAYS". b. Typical Ozone Season 1) May 1 through October 31. c. Critical Emission Time 1) 6:00 a.m. to 10:00 a.m. 2. Watch Days a. The Texas Commission on Environmental Quality (TCEQ), in coordination with the National Weather Service, will issue the Air Pollution Watch by 3:00 p.m. on the afternoon prior to the WATCH day. b. Requirements 1) Begin work after 10:00 a.m. whenever construction phasing requires the use of motorized equipment for periods in excess of 1 hour. 2) However, the Contractor may begin work prior to 10:00 a.m. if: a) Use of motorized equipment is less than 1 hour, or CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised December 20, 2012 SMALL DIAMETER WATER MAIN EXTENSIONS, REPLACEMENTS & RELOCATIONS CONTRACT 2019 City Project No. 102197 0135 13 - 7 SPECIAL, PROJECT PROCEDURES Page 7 of 11 I b) If equipment is new and certified by EPA as "Low Emitting", or 2 equipment burns Ultra Low Sulfur Diesel (ULSD), diesel emulsions, or 3 alternative fuels such as CNG. 4 E. TCEQ Air Permit 5 1. Obtain TCEQ Air Permit for construction activities per requirements of TCEQ. 6 F. Use of Explosives, Drop Weight, Etc. 7 1. When Contract Documents permit on the project the following will apply: 8 a. Public Notification 9 1) Submit notice to City and proof of adequate insurance coverage, 24 hours 10 prior to commencing. 11 2) Minimum 24 hour public notification in accordance with Section 01 31 13 12 G. Water Department Coordination 13 1. During the construction of this project, it will be necessary to deactivate, for a 14 period of time, existing lines. The Contractor shall be required to coordinate with 15 the Water Department to determine the best times for deactivating and activating 16 those lines. 17 2. Coordinate any event that will require connecting to or the operation of an existing 18 City water line system with the City's representative. 19 a. Coordination shall be in accordance with Section 33 12 25. 20 b. if needed, obtain a hydrant water meter from the Water Department for use 21 during the life of named project. 22 c. In the event that a water valve on an existing Iive system be turned off and on 23 to accommodate the construction of the project is required, coordinate this 24 activity through the appropriate City representative. 25 1) Do not operate water line valves of existing water system. 26 a) Failure to comply will render the Contractor in violation of Texas Penal 27 Code Title 7, Chapter 28.03 (Criminal Mischief) and the Contractor 28 will be prosecuted to the full extent of the law. 29 b) In addition:, the Contractor will assume all liabilities and 30 responsibilities as a result of these actions. 31 H. Public Notification Prior to Beginning Construction 32 1. Prior to beginning construction on any block in the project, on a block by block 33 basis, prepare and deliver a notice or flyer of the pending construction to the front 34 door of each residence or business that will be impacted by construction. The notice 35 shall be prepared as follows: 36 a. Post notice or flyer 7 days prior to beginning any construction activity on each 37 block in the project area. 38 1) Prepare flyer on the Contractor's letterhead and include the following 39 information: 40 a) Name of Project 41 b) City Project No (CPN) 42 c) Scope of Project (i.e. type of construction activity) 43 d) Actual construction duration within the block 44 e) Name of the contractor's foreman and phone number 45 f) Name of the City's inspector and phone number 46 g) City's after-hours phone number CITY OF FORT WORTH SMALL DIAMETER WATER MAIN STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS EXTENSIONS, REPLACEMENTS & Revised December 20, 2012 RELOCATIONS CONTRACT 2019 City Project No. 102197 013513-8 SPECIAL PROTECT PROCEDURES Page 8 of 11 1 2) A sample of the `pre -construction notification' flyer is attached as Exhibit 2 A. 3 3) Submit schedule showing the construction start and finish time for each 4 block of the project to the inspector. 5 4) Deliver flyer to the City Inspector for review prior to distribution. 6 b. No construction will be allowed to begin on any block until the flyer is 7 delivered to all residents of the block. 8 1. Public Notification of Temporary Water Service Interruption during Construction 9 1. In the event it becomes necessary to temporarily shut down water service to 10 residents or businesses during construction, prepare and deliver a notice or flyer of 11 the pending interruption to the front door of each affected resident. 12 2. Prepared notice as follows: 13 a. The notification or flyer shall be posted 24 hours prior to the temporary 14 interruption. 15 b. Prepare flyer on the contractor's letterhead and include the following 16 information: 17 1) Name of the project 18 2) City Project Number 19 3) Date of the interruption of service 20 4) Period the interruption will take place 21 5) Name of the contractor's foreman and phone number 22 6) Name of the City's inspector and phone number 23 c. A sample of the temporary water service interruption notification is attached as 24 Exhibit B. 25 d. Deliver a copy of the temporary interruption notification to the City inspector 26 for review prior to being distributed. 27 e. No interruption of water service can occur until the flyer has been delivered to 28 all affected residents and businesses. 29 £ Electronic versions of the sample flyers can be obtained from the Project 30 Construction Inspector. 31 J. Coordination with United States Army Corps of Engineers (USACE) 32 1. At locations in the Project where construction activities occur in areas where 33 USACE permits are required, meet all requirements set forth in each designated 34 permit. 35 K. Coordination within Railroad Permit Areas 36 1. At locations in the project where construction activities occur in areas where 37 railroad permits are required, meet all requirements set forth in each designated 38 railroad permit. This includes, but is not limited to, provisions for: 39 a. Flagmen 40 b. Inspectors 41 c. Safety training 42 d. Additional insurance 43 e. Insurance certificates 44 f. Other employees required to protect the right-of-way and property of the 45 Railroad Company from damage arising out of and/or from the construction of 46 the project. Proper utility clearance procedures shall be used in accordance 47 with the permit guidelines. CITY" OF FORT WORTH SMALL DIAMETER WATER MAIN STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS EXTENSIONS, REPLACEMENTS & Revised Deoembor 20, 2012 RELOCATIONS CONTRACT 2019 City Project No. 102197 013513-9 SPECIAL PROJECT PROCEDURES Page 9 of 11 1 2. Obtain any supplemental information needed to comply with the railroad's 2 requirements. 3 3. Railroad Flagmen 4 a. Submit receipts to City for verification of working days that railroad flagmen 5 were present on Site. 6 L. Dust Control 7 1. Use acceptable measures to control dust at the Site. 8 a. If water is used to control dust, capture and properly dispose of waste water. 9 b. If wet saw cutting is performed, capture and properly dispose of slurry_ 10 M. Employee Parking 11 1. Provide parking for employees at locations approved by the City. 12 1.5 SUBMITTALS [NOT USED] 13 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED] 14 1.7 CLOSEOUT SUBMITTALS [NOT USED] 15 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 16 1.9 QUALITY ASSURANCE [NOT USED] 17 1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED] 18 1.11 FIELD [SITE] CONDITIONS [NOT USED] t9 1.12 WARRANTY [NOT USED1 20 PART 2 - PRODUCTS [NOT USED] 21 PART 3 - EXECUTION [NOT USED] 22 23 24 END OF SECTION Revision Log DATE NAME SUMMARY OF CHANGE 8/31/2012 D. Johnson 1.4.13— Added requirement of compliance with Health and Safety Code, Title 9. Safety, Subtitle A. Public Safety, Chapter 752. High Voltage Overhead Lines. 1.4.E — Added Contractor responsibility for obtaining a TCEQ Air Permit CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised December 20, 2012 SMALL DIAMETER WATER MAIN EXTENSIONS, REPLACEMENTS & RELOCATIONS CONTRACT 2019 City Project No. 102197 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 0135 13 - 10 SPECIAL PROJECT PROCEDURES Page 10 of 11 EXIF]IRIT A (To be printed on Contractor's Letterhead) Date: CPN No.: Project Name: Mapsco Location: Limits of Construction: THIS IS TO INFORM YOU THAT UNDER A CONTRACT WITH THE CITY OF FORT WORTH, OUR COMPANY WILL WORK ON UTILITY LINES ON OR AROUND YOUR PROPERTY. CONSTRUCTION WILL BEGIN APPROXIMATELY SEVEN DAYS FROM THE DATE OF THIS NOTICE. IF YOU HAVE QUESTIONS ABOUT ACCESS, SECURITY, SAFETY OR ANY OTHER ISSUE, PLEASE CALL: Mr. <CONTRACTOR'S SUPERINTENDENT> AT <TELEPHONE NO.> OR Mr. <CITY INSPECTOR> AT < TELEPHONE NO.> AFTER 4:30 PM OR ON WEEKENDS, PLEASE CALL (817) 392 8306 PLEASE KEEP THIS FLYER HANDY WHEN YOU CALL CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised December 20, 2012 SMALL DIAMETER WATER MAIN EXTENSIONS, REPLACEMENTS & RELOCATIONS CONTRACT 2019 City Proj ect No. 102197 1 2 0135 13 - 11 SPECIAL PROJECT PROCEDURES Page 11 of 11 I i. FORTWORTH Daft, Dole »0 XI �,� Imp: MO TICle OF TEMPORARY WATER SERVICE IN TERRUPTIOM 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. TITANIC YOU, CONTRACTOR 3 _ 4 CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised December 20, 2012 SMALL DIAMETER WATER MAIN EXTENSIONS, REPLACEMENTS & RELOCATIONS CONTRACT 2019 City Project No. 102197 01 55 26 - 1 STREET USE PERMIT AND MODIFICATIONS TO TRAFFIC CONTROL Page 1 of 3 i SECTION 0155 26 2 STREET USE PERMIT AND MODIFICATIONS TO TRAFFIC CONTROL 3 PART 1- GENERAL UIll .. C 1 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 on an as needed basis. 14 C. Related Specification Sections include, but are not necessarily Iimited to: 15 1. Division 0 — Bidding Requirements, Contract Forms and Conditions of the Contract 16 2. Division I --- General Requirements 17 3. Section 34 71 13 — Traffic Control 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 23 A. Reference Standards 24 1. Reference standards cited in this specification refer to the current reference standard 25 published at the time of the latest revision date logged at the end of this 26 specification, unless a date is specifically cited. 27 2. Texas Manual on Uniform Traffic Control Devices (TMUTCD). 28 1.4 ADMINISTRATIVE REQUIREMENTS 29 A. Traffic Control 30 1. General 31 a. When traffic control plans are included in the Drawings, provide Traffic 32 Control in accordance with Drawings and Section 34 71 13. 33 b. When traffic control plans are not included in the Drawings, prepare traffic 34 control plans in accordance with Section 34 71 13 and submit to City for 35 review. 36 1) Allow minimum 10 working days for review of proposed Traffic Control. 37 B. Street Use Permit CITY OF FORT WORTH SMALL DIAMETER WATER MAIN STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS EXTENSIONS, REPLACEMENTS & Revised July 1, 2011 RELOCATIONS CONTRACT 2019 City Project No. 102197 01 55 26 - 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 FORT WORTH SMALL DIAMETER WATER MAIN STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS EXTENSIONS, REPLACEMENTS & Revised July 1, 2011 RELOCATIONS CONTRACT 2019 City Project No. 102197 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] 6 110 DELIVERY, STORAGE, AND HANDLING [NOT USED] 7 1.11 FIELD [SITE] CONDITIONS [NOT USED] & 1.12 WARRANTY [NOT USED] 9 PART 2 - PRODUCTS [NOT USED] 10 PART 3 - EXECUTION [NOT USED] 13 END OF SECTION IRevision Log I DATE NAME SUMMARY OF CHANGE CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 SMALL DIAMETER WATER MAIN EXTENSIONS, REPLACEMENTS & RELOCATIONS CONTRACT 2019 City Project No. 102197 017000-1 MOBILIZATION AND REMOBILIZATION Page I of I SECTION 0170 00 2 MOBILIZATION AND REMOBILIZATION 3 PART 1 - GENERAL 4 1.1 SUAINVIARY 5 A. Section Includes: 6 1. Mobilization and Demobilization 7 a. Mobilization 8 1) Transportation of Contractor's personnel, equipment, and operating supplies 9 to the Site 10 2) Establishment of necessary general facilities for the Contractor's operation 11 at the Site I2 3) Premiums paid for performance and payment bonds 13 4) Transportation of Contractor's personnel, equipment, and operating supplies 14 to another location within the designated Site 15 5) Relocation of necessary general facilities for the Contractor's operation 16 from I location to another location on the Site. 17 b. Demobilization 18 1) Transportation of Contractor's personnel, equipment, and operating supplies 19 away from the Site including disassembly 20 2) Site Clean-up 21 3) Removal of all buildings and/or other facilities assembled at the Site for this 22 Contract 23 c. Mobilization and Demobilization do not include activities for specific items of 24 work that are for which payment is provided elsewhere in the contract. 25 2. Remobilization 26 a. Remobilization for Suspension of Work specifically required in the Contract 27 Documents or as required by City includes: 28 1) Demobilization 29 a) Transportation of Contractor's personnel, equipment, and operating 30 supplies from the Site including disassembly or temporarily securing 31 equipment, supplies, and other facilities as designated by the Contract 32 Documents necessary to suspend the Work. 33 b) Site Clean-up as designated in the Contract Documents 34 2) Remobilization 35 a) Transportation of Contractor's personnel, equipment, and operating 36 supplies to the Site necessary to resume the Work. 37 b) Establishment of necessary general facilities for the Contractor's 38 operation at the Site necessary to resume the Work. 39 3) No Payments will be made for: 40 a) Mobilization and Demobilization from one location to another on the 41 Site in the normal progress of performing the Work. 42 b) Stand-by or idle time ' 43 c) Lost profits 44 3. Mobilizations and Demobilization for Miscellaneous Projects CITY OF FORT WORTH SMALL DIAMETER WATER MAIN STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS EXTENSIONS, REPLACEMENTS & Revised November 22, 2016 RELOCATIONS CONTRACT 20I9 City Project No. 102197 01 70 00 - 2 MOBILIZATION AND REMOBILIZATION Page 2 of 4 1 a. Mobilization and Demobilization 2 1) Mobilization shall consist of the activities and cost on a Work Order basis 3 necessary for: 4 a) Transportation of Contractor's personnel, equipment, and operating 5 supplies to the Site for the issued Work Order. 6 b) Establishment of necessary general facilities for the Contractor's 7 operation at the Site for the issued Work Order 8 2) Demobilization shall consist of the activities and cost necessary for: 9 a) Transportation of Contractor's personnel, equipment, and operating 10 supplies from the Site including disassembly for each issued Work 11 Order 12 b) Site Clean-up for each issued Work Order 13 c) Removal of all buildings or other facilities assembled at the Site for 14 each Work Oder 15 b. Mobilization and Demobilization do not include activities for specific items of 16 work for which payment is provided elsewhere in the contract. 17 4. Emergency Mobilizations and Demobilization for Miscellaneous Projects 18 a. A Mobilization for Miscellaneous Projects when directed by the City and the 19 mobilization occurs within 24 bours of the issuance of the Work Order. 20 B. Deviations from this City of Fort Worth Standard Specification 21 Part 1 — General 22 1.1 Summary 23 4. Emergency Mobilizations and Demobilization for Miscellaneous Projects 24 a. Contractor to emergency mobilize within 24 hours of notification by Project 25 Manager. (Not issuance of work order) 26 27 1.2 Price and Payment Procedures 28 A. Measurement and Payment 29 5. Emergency Mobilizations and Demobilizations for Miscellaneous Projects 30 e. After the emergency work order has been complete, there will be no 31 additional mobilization charges paid to remobilize back to the previous 32 project location site. 33 C. Related Specification Sections include, but are not necessarily limited to: 34 1. Division 0 — Bidding Requirements, Contract Forms and Conditions of the 35 Contract 36 2. Division I — General Requirements 37 1.2 PRICE AND PAYMENT PROCEDURES 38 A. Measurement and Payment [Consult City Department/Division for direction on if 39 Mobilization pay item to be included or the item should be subsidiary. Include the 40 appropriate Section 1.2 A. 1.] 41 1. Mobilization and Demobilization 42 a. Measure 43 1) This Item is considered subsidiary to the various Items bid. 44 b. Payment CITY OF FORT WORTH I SMALL DIAMETER WATER MAIN STANDARD CONSTRUCTION SPECIFICXFION DOCUMENTS EXTENSIONS, REPLACEMENTS & Revised Novernbu 22, 2016 RELOCATIONS CONTRACT 2019 City Project No. 102197 017000-3 MOBILIZATION AND REMOBILIZATION Page 3 of 1 1) The work performed and materials furnished in accordance with this Item 2 arc subsidiary to the various Items bid and no other compensation will be 3 allowed. 4 2. Remobilization for suspension of Work as specifically required in the Contract 5 Documents 6 a. Measurement 7 1) Measurement for this Item shall be per each remobilization performed. 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 per each "Specified Remobilization" in accordance with Contract 12 Documents. 13 c. The price shall include: 14 1) Demobilization as described in Section 1.I.A.2.a.1) 15 2) Remobilization as described in Section I.I.A.2.a.2) 16 d. No payments will be made for standby, idle time, or Iost profits associated this 17 Item. 18 3. Remobilization for suspension of Work as required by City 19 a. Measurement and Payment 20 1) This shall be submitted as a Contract Claim in accordance with Article 10 21 of Section 00 72 00. 22 2) No payments will be made for standby, idle time, or lost profits associated 23 with this Item. 24 4. Mobilizations and Demobilizations for Miscellaneous Projects 25 a. Measurement 26 1) Measurement for this Item shall be for each Mobilization and 27 Demobilization required by the Contract Documents 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 per each "Work Order Mobilization" in accordance with Contract 32 Documents. Demobilization shall be considered subsidiary to mobilization 33 and shall not be paid for separately. 34 c. The price shall include: 35 1) Mobilization as described in Section 1.1.A.3.a.1) 36 2) Demobilization as described in Section I.I.A.3.a.2) 37 d. No payments will be made for standby, idle time, or lost profits associated this 38 Item. 39 5. Emergency Mobilizations and Demobilizations for Miscellaneous Projects 40 a. Measurement 41 1) Measurement for this Item shall be for each Mobilization and 42 Demobilization required by the Contract Documents 43 b. Payment 44 1) The Work performed and materials furnished in accordance with this Item 45 and measured as provided under "Measurement" will be paid for at the unit 46 price per each "Work Order Emergency Mobilization" in accordance with 47 Contract Documents. Demobilization shall be considered subsidiary to 48 mobilization and shall not be paid for separately. CITY OF FORT WORTH SMALL DIAMETER WATER MAIN STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS EXTENSIONS, REPLACEMENTS & Revised November 22, 2016 RELOCATIONS CONTRACT 2019 City Project No. 102197 01 70 00 - 4 MOBILIZATION AND REMOBILIZATION Page 4 of 4 1 c. The price shall include 2 1) Mobilization as described in Section 1.1.A.4.a) 3 2) Demobilization as described in Section 1. LA.3.a.2) 4 d. No payments will be made for standby, idle time, or lost profits associated this 5 Item. 6 1.3 REFERENCES [NOT USED] 7 1.4 ADMINISTRATIVE REQUIREMENTS [NOT USED] 8 1.5 SUBMITTALS [NOT USED] 9 1.6 INFORMATIONAL SUBMITTALS [NOT USED] 10 1.7 CLOSEOUT SUBMITTALS [NOT USED] 11 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 12 1.9 QUALITY ASSURANCE [NOT USED] 13 1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED] 14 1.11 FIELD [SITE] CONDITIONS [NOT USED] 15 1.12 WARRANTY [NOT USED] 16 PART 2 - PRODUCTS [NOT USED] 17 PART 3 - EXECUTION [NOT USED] 18 19 20 END OF SECTION Revision Log DATE NAME SUMMARY OF CHANGE 11/22/16 Michael Owen 1.2 Price and Payment Procedures - Revised specification, including blue text, to :snake specification flexible for either subsidiary or paid bid item for Mobilization. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised November 22, 2016 SMALL DIAMETER WATER MAIN EXTENSIONS, REPLACEMENTS & RELOCATIONS CONTRACT 2019 City Project No. I02197 0241 14 - 1 UTILITY REMOVAL/ABANDONMENT Page I of I7 1 OSECTION 02 4114 2 UTILITY REMOVAL/ABANDONMENT r 3 PART1- GENERAL 4 1.1 SUMMARY 5 A. Section Includes: 6 1. Direction for the rellnovaI, 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 I2 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. CONCRETE WATER VAULT REMOVAL 27 Measurement and Payment for this Bid Item is for Large Concrete Vaults. No 28 payment will be made for small concrete water meter vaults (boxes) housing 2- 29 inch and smaller water meters. 30 2. SECTION 3.4 REMOVAL, SALVAGE AND ABANDONMENT 31 B. Water Lines and Appurtenances 32 S. Should read "Water Valve Abandonment" 33 6. Water Valve Removal and Salvage 34 e. Do not Fill, Valve is removed 35 C. Related Specification Sections include, but are not necessarily limited to: 36 1. Division 0 —Bidding Requirements, Contract Forms and Conditions of the Contract 37 2. Division 1 — General Requirements 38 3. Section 03 34 13 --- Controlled Low Strength Material (CLSM) 39 4. Section 33 05 10 — Utility Trench Excavation, Embedment and Backfill 40 5. Section 33 05 24 — Installation of Carrier Pipe in Casing or Tunnel Liner Plate CITY OF FORT WORTH SMALL DIAMETER WATER MAIN STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS EXTENSIONS, REPLACEMENTS & Revised December 20, 2012 RELOCATIONS CONTRACT 2019 City Project No. 102197 02 41 14 - 2 UTILITY REMOVAL/ABANDONMENT Page 2 of 17 1 6. Section 33 11 11— Ductile Iron Fittings 2 7. Section 33 11 13 — Concrete Pressure Pipe, Bar -wrapped, Steel Cylinder Type 3 8. Section 33 11 14 -- Buried Steel Pipe and Fittings 4 9. Section 33 12 25 — Connection to Existing Water Mains 5 1.2 PRICE AND PAYMENT PROCEDURES 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 A. Utility Lines 1. Abandonment of Utility Line by Grouting a. Measurement 1) Measurement for this Item shall be per cubic yard of existing utility line to be grouted. Measure by tickets showing cubic yards of grout applied. b. Payment 1) The work performed and materials furnished in accordance with this Item and measured as provided under "Measurement" shall be paid for at the unit price per cubic yard of "Line Grouting" for: a) Various types of utility line c. The price bid shall include: 1) Low density cellular grout or CLSM 2) Water 3) Pavement removal 4) Excavation 5) Hauling 6) Disposal of excess materials 7) Furnishing, placement and compaction of backfill 8) Clean-up 2, Utility Line Removal, Separate Trench a. Measurement 1) Measurement for this Item shall be per linear foot of existing utility line to be removed. b. Payment 1) The work performed and materials furnished in accordance with this Item and measured as provided under "Measurement" shall be paid for at the unit price bid per linear foot of "Remove Line" for: a) Various types of existing utility line b) Various sizes c. The price bid shall include: 1) Removal and disposal of existing utility pipe 2) Pavement removal 3) Excavation 4) Hauling 5) Disposal of excess materials 6) Furnishing, placement and compaction of backfill 7) Clean-up 3. Utility Line Removal, Same Trench a. Measurement 1) This Item is considered subsidiary the proposed utility line being installed. b. Payment CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised December 20, 2012 SMALL DIAMETER WATER MAIN EXTENSIONS, REPLACEMENTS & RELOCATIONS CONTRACT 2019 City Project No. 102197 02 41 14 - 3 UTILITY REMOVAL/ABANDONMENT Page 3 of 17 1 1) The work performed and materials furnished in accordance with this Item 2 are subsidiary to the installation of proposed utility pipe and shall be 3 subsidiary to the unit price bid per linear foot of pipe complete in place, and 4 no other compensation will be allowed. 5 4. Manhole Abandonment 6 a. Measurement 7 1) Measurement for this Item will be per each manhole to be abandoned. 8 b. Payment 9 1) The work performed and materials furnished in accordance with this Item 10 and measured as provided under "Measurement" shall be paid for at the unit I I price bid per each "Abandon Manhole" for: 12 a) Various diameters 13 b) Various types 14 c. The price bid shall include: 15 1) Removal and disposal of manhole cone 16 2) Removal, salvage and delivery of frame and cover to City, if applicable 17 3) Cutting and plugging of existing sewer lines 18 4) Concrete 19 5) Acceptable material for backfiilling manhole void 20 6) Pavement removal 21 7) Excavation 22 8) Hauling 23 9) Disposal of excess materials 24 10) Furnishing, placement and compaction of backtiill 25 11) Surface restoration 26 12) Clean-up 27 S. Cathodic Test Station Abandonment 28 a. Measurement 29 1) Measurement for this Item will be per each cathodic test station to be 30 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 unit 34 price bid per each "Abandon Cathodic Test Station". 35 c. The price bid shall include: 36 1) Abandon cathodic test station 37 2) CLSM 38 3) Pavement removal 39 4) Excavation 40 5) Hauling 41 6) Disposal of excess materials 42 7) Furnishing, placement and compaction of backl`ill 43 8) Clean-up 44 B. Water Lines and Appurtenances 45 1. Installation of a Water Line Pressure Plug 46 a. Measurement 47 1) Measurement for this Item shall be per each pressure plug to be installed. 48 b. Payment CITY OF FORT WORTH SMALL DIAMETER WATER MAIN STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS EXTENSIONS, REPLACEMENTS & Revised December 20, 2012 RELOCATIONS CONTRACT 2019 City Project No. 102197 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 0241 14 - 4 UTILITY REMOVAL/ABANDONMENT Page 4 of 17 1) The work performed and materials furnished in accordance with this Item and measured as provided under "Measurement" shall be paid for at the unit price bid for each "Pressure Plug" installed for: a) Various sizes c. The price bid shall include: I) burnishing and installing pressure plug 2) Pavement removal 3) Excavation 4) Hauling 5) Disposal of excess material 6) Gaskets 7) Bolts and Nuts 8) Furnishing, placement and compaction of embedment 9) Furnishing, placement and compaction of backfill 10) Disinfection 11) Testing 12) Clean-up 2. Abandonment of Water Line by Cut and installation of Abandonment Plug a. Measurement 1) Measurement for this Item shall be per each cut and abandonment plug installed. b. Payment 1) The work performed and materials furnished in accordance with this Item and measured as provided under "Measurement" shall be paid for at the unit price bid for each "Water Abandonment Plug" installed for: a) Various sizes c. The price bid shall include: 1) Furnishing and installing abandonment plug 2) Pavement removal 3) Excavation 4) Hauling 5) CLSM 6) Disposal of excess material 7) Furnishing, placement and compaction of backftll 8) Clean-up 3. Water Valve Removal a. Measurement 1) Measurement for this Item will be per each water valve to be removed. b. Payment 1) The work performed and materials furnished in accordance with this Item and measured as provided under "Measurement" shall be paid for at the unit price bid per each "Remove Water Valve" for: a) Various sizes c. The price bid shall include: 1) Removal and disposal of valve 2) CLSM 3) Pavement removal 4) Excavation CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised December 20, 2012 SMALL DIAMETER WATER MAIN EXTENSIONS, REPLACEMENTS & RELOCATIONS CONTRACT 2019 City Project No. 102197 0241 14 - 5 UTILITY REMOVAL/ABANDONMENT Page 5 of 17 1 5) Hauling 2 6) Disposal of excess materials 3 7) burnishing, placement and compaction of backfill 4 8) Clean-up 5 4. Water Valve Removal and Salvage 6 a. Measurement 7 1) Measurement for this Item will be per each water valve to be removed and 8 salvaged. 9 b. Payment 10 1) The work performed and materials furnished in accordance with this Item 11 and measured as provided under "Measurement" shall be paid for at the unit 12 price bid per each "Salvage Water Valve" for: 13 a) Various sizes 14 c. The price bid shall include: 15 1) Removal and Salvage of valve 16 2) CLSM 17 3) Delivery to City 18 4) Pavement removal 19 5) Excavation 20 6) Hauling 21 7) Disposal of excess materials 22 8) Furnishing, placement and compaction of backfill 23 9) CIean-up 24 5. 'Water Valve Abandonment 25 a. Measurement 26 1) Measurement for this Item will be per each water valve to be abandoned. 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 unit 30 price bid per each "Abandon Water Valve" for: 31 a) Various Sizes 32 c. The price bid shall include: 33 1) Abandonment of valve 34 2) CLSM 35 3) Pavement removal 36 4) Excavation 37 5) Hauling 38 6) Disposal of excess materials 39 7) Furnishing, placement and compaction of backfill 40 8) Clean-up 41 6. Fire Hydrant Removal and Salvage 42 a. Measurement 43 1) Measurement for this Item will be per each fire hydrant 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 unit 47 price bid per each "Salvage Fire Hydrant". 48 c. The price bid shall include: CITY OF FORT WORTH SMALL DIAMETER WATER MAIN STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS EXTENSIONS, REPLACEMENTS & Revised December 20, 2012 RELOCATIONS CONTRACT 2019 City Project No. 102197 0241 14 - 6 UTILITY REMOVAL/ABANDONMENT Page 6 of 17 1 1) Removal and salvage of fire hydrant 2 2) Delivery to City 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 7. Water Meter Removal and Salvage 10 a. Measurement 11 1) Measurement for this Item will be per each water meter 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 unit 16 price bid per each "Salvage Water Meter" for: 17 a) Various sizes 18 2) If a "Water Meter Service Relocate" is performed in accordance with 19 Section 33 12 10, removal and salvage or disposal of the existing (2-inch or 20 smaller) water meter shall be subsidiary to the cost of the "Water Meter 21 Service Relocate", no other compensation will be allowed. 22 c. The price bid shall include: 23 1) Removal and salvage of water meter 24 2) Delivery to City 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 8. Water Sampling Station Removal and Salvage 32 a. Measurement 33 1) Measurement for this Item will be per each water sampling station to be 34 removed. 35 b. Payment 36 1) The work performed and materials famished in accordance with this Item 37 and measured as provided under "Measurement" shall be paid for at the unit 38 price bid per each "Salvage Water Sampling Station". 39 c. The price bid shall include: 40 1) Removal and salvage of water sampling station 41 2) Delivery to City 42 3) Pavement removal 43 4) Excavation 44 5) Hauling 45 6) Disposal of excess materials 46 7) Furnishing, placement and compaction of backfill 47 8) Clean-up 48 9. Concrete Water Vault Removal CITY OF FORT WORTH SMALL DIAMETER WATER MAIN STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS EXTENSIONS, REPLACEMENTS & Revised December 20, 2012 RELOCATIONS CONTRACT 2019 City Project No. 102197 0241 I4 - 7 UTILITY REMOVAUABANDONMENT Page 7 of 17 1 a. Measurement 2 1) Measurement for this Item will be per each concrete water vault to be 3 removed. 4 b. Payment 5 1) The work performed and materials furnished in accordance with this Item 6 and measured as provided under "Measurement" shall be paid for at the unit 7 price bid per each "Remove Concrete Water Vault". 8 c. The price bid shall include: 9 1) Removal and disposal of concrete water vault 10 2) Removal, salvage and delivery of frame and cover to City, if applicable 11 3) Removal, salvage and delivery of any valves to City, if applicable 12 4) Removal, salvage and delivery of any water meters to City, if applicable 13 5) Pavement removal 14 6) Excavation 15 7) Hauling 16 8) Disposal of excess materials 17 9) Furnishing, placement and compaction of backfill 18 10) Clean-up 19 C. Sanitary Sewer Lines and Appurtenances 20 1. Abandonment of Sanitary Sewer Line by Cut and installation of Abandonment Plug 21 a. Measurement 22 1) Measurement for this Item shall be per each cut and abandonment plug 23 installed. 24 b. Payment 25 1) The work performed and materials furnished in accordance with this Item 26 and measured as provided under "Measurement" shall be paid for at the unit 27 price bid for each "Sewer Abandonment Plug" for: 28 a) Various sizes 29 c. The price bid shall include: 30 1) Furnishing and installing abandonment plug 31 2) Pavement removal 32 3) Excavation 33 4) Hauling 34 5) CLSM 35 6) Disposal of excess material 36 7) Furnishing, placement and compaction of backfill 37 8) Clean-up 38 2. Sanitary Sewer Manhole Removal 39 a. Measurement 40 1) Measurement for this Item will be per each sanitary sewer manhole to be 41 removed. 42 b. Payment 43 1) The work performed and materials furnished in accordance with this Item 44 and measured as provided under "Measurement" shall be paid for at the unit 45 price bid per each "Remove Sewer Manhole" for: 46 a) Various diameters 47 c. The price bid shall include: 48 1) Removal and disposal of manhole CITY OF FORT WORTH SMALL DIAMETER WATER MAIN STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS EXTENSIONS, REPLACEMENTS & Revised December 20, 2012 RELOCATIONS CONTRACT 2019 City Project No. 102197 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 024114-8 UTILITY REMOVALIABANDONMENT Page 8 of 17 2) Removal, salvage and delivery of frame and cover to City, if applicable 3) Cutting and plugging of existing sewer lines 4) Pavement removal 5) Excavation 6) Hauling 7) Disposal of excess materials 8) Furnishing, placement and compaction of backfill 9) Cleanup 3. Sanitary Sewer Junction Structure Removal a. Measurement 1) Measurement for this Item will be per each sanitary sewer junction structure being removed. b. Payment 1) The work performed and materials furnished in accordance with this Item and measured as provided under "Measurement" shall be paid for at the lump sum bid per each "Remove Sewer Junction Box" location. c. The price bid shall include: 1) Removal and disposal of junction box 2) Removal, salvage and delivery of frame and cover to City. 3) Pavement removal 4) Excavation 5) Hauling 6) Disposal of excess materials 7) Furnishing, placement and compaction of backfill 8) Clean-up D. Storm Sewer Lines and Appurtenances 1. Abandonment of Storm Sewer Line by Cut and installation of Abandonment Plug a. Measurement 1) Measurement for this Item shall be per each cut and abandonment plug to be installed. b. Payment 1) The work performed and materials furnished in accordance with this Item and measured as provided under "Measurement" shall be paid for at the unit price bid for each "Storm Abandonment Plug" installed for: a) Various sizes c. The price bid shall include: 1) Furnishing and installing abandonment plug 2) Pavement removal 3) Excavation 4) Hauling 5) CLSM 6) Disposal of excess material 7) Furnishing, placement and compaction of backfill 8) Clean-up 2. Storm Sewer Manhole Removal a. Measurement 1) Measurement for this Item will be per each storm sewer manhole to be removed. CITY OF FORT WORT14 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised December 20, 2012 SMALL DIAMETER WATER MAIN ]EXTENSIONS, REPLACEMENTS & RELOCATIONS CONTRACT 2019 City Project No. 102197 02 41 14 - 9 UTILITY REMOVAL/ABANDONMENT Page 9 of 17 1 b. Payment 2 1) The work performed and materials furnished in accordance with this Item 3 and measured as provided under "Measurement" shall be paid for at the unit 4 price bid per each "Remove Manhole Riser" for: 5 a) Various sizes 6 c. The price bid shall include: 7 1) Removal and disposal of manhole 8 2) Removal, salvage and delivery of frame and cover to City, if applicable 9 3) Pavement removal 10 4) Excavation 11 5) Hauling 12 6) Disposal of excess materials 13 7) Furnishing, placement and compaction of backfill 14 8) Clean-up 15 3. Storm Sewer Junction Box Removal 16 a. Measurement 17 1) Measurement for this Item will be per each storm sewer junction structure 18 to be removed. 19 b. Payment 20 1) The work performed and materials furnished in accordance with this Item 21 and measured as provided under "Measurement" shall be paid for at the unit 22 price bid per each "Remove Storm Junction Box" for: 23 a) Various sizes 24 c. The price bid shall include: 25 1) Removal and disposal of junction box 26 2) Removal, salvage and delivery of frame and cover to City, if applicable 27 3) Pavement removal 28 4) Excavation 29 5) Hauling 30 6) Disposal of excess materials 31 7) Furnishing, placement and compaction of backfill 32 8) Clean-up 33 4. Storm Sewer Junction Structure Removal 34 a. Measurement 35 1) Measurement for this Item will be per each storm sewer junction structure 36 being removed. 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 Iump 40 sum bid per each "Remove Storm Junction Structure" location. 41 c. The price bid shall include: 42 1) Removal and disposal of junction structure 43 2) Removal, salvage and delivery of frame and cover to City, if applicable 44 3) Pavement removal 45 4) Excavation 46 5) Hauling 47 6) Disposal of excess materials 48 7) Furnishing, placement and compaction of backfill CITY OF FORT WORTH SMALL DIAMETER WATER MAIN STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS EXTENSIONS, REPLACEMENTS & Revised December 20, 2012 RELOCATIONS CONTRACT 2019 City Project No. 102197 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 0241 14 - 10 UTILITY REMOVAL/ABANDONMENT Page 10 of 17 8) Clean-up 5. Storm Sewer Inlet Removal a. Measurement 1) Measurement for this Item will be per each Storm sewer inlet to be removed. b. Payment 1) The work performed and materials furnished in accordance with this Item and measured as provided under "Measurement" shall be paid for at the unit price bid per each "Remove Storm Inlet" for: a) Various types b) Various sizes c. The price bid shall include: 1) Removal and disposal of inlet 2) Pavement removal 3) Excavation 4) Hauling 5) Disposal of excess materials 6) Furnishing, placement and compaction of backfill 7) Clean-up 6. Storm Sewer Junction Box Removal a. Measurement 1) Measurement for this Item shall be per linear foot of existing storm sewer box to be removed. b. Payment 1) The work performed and materials furnished in accordance with this Item and measured as provided under "Measurement" shall be paid for at the unit price bid per linear foot of "Remove Storm Junction Box" for all sizes. c. The price bid shall include: 1) Removal and disposal of Storm Sewer Box 2) Pavement removal 3) Excavation 4) Hauling 5) Disposal of excess materials 6) Furnishing, placement and compaction of backfill 7) Clean-up 7. HeadwaIl/SET Removal a. Measurement 1) Measurement for this Item will be per each headwall or safety end treatment (SET) to be removed. b. Payment 1) The work performed and materials furnished in accordance with this Item and measured as provided under "Measurement" shall be paid for at the unit price bid per each "Remove HeadwalUSET". c. The price bid shall include: 1) RemovaI and disposal of Headwall/SET 2) Pavement removal 3) Excavation 4) Hauling CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised December 20, 2012 SMALL DIAMETER WATER MAIN EXTENSIONS, REPLACEMENTS & RELOCATIONS CONTRACT 2019 City Project No. 102197 I 02 41 I4 - 11 UTILITY REMOVAL/ABANDONMENT Page 11 of 17 1 5) Disposal of excess materials 2 6) Furnishing, placement and compaction of backfill 3 7) Clean-up 4 8. Trench Drain Removal 5 a. Measurement 6 1) Measurement for this Item shall be per linear foot of storm sewer trench 7 drain to be removed. 8 b. Payment 9 1) The work performed and materials furnished in accordance with this Item 10 and measured as provided under "Measurement" shall be paid for at the unit 11 price bid per Iinear 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 SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED] 28 1.7 CLOSEOUT SUBMITTALS [NOT USED) 29 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 30 1.9 QUALITY ASSURANCE [NOT USED] 31 1.10 DELIVERY, STORAGE, AND HANDLING 32 A. Storage and Handling Requirements 33 1. Protect and salvage all materials such that no damage occurs during delivery to the 34 City. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised December 20, 2012 SMALL DIAMETER WATER MAIN EXTENSIONS, REPLACEMENTS & RELOCATIONS CONTRACT 2019 City Proj Pet No. 102197 0241 14 - 12 UTILITY REMOVALIABANDONMENT 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 loR] OWNER -SUPPLIED PRODUCTS [NOT USED] 5 2.2 MATERIALS 6 2.3 ACCESSORIES [NOT USED] 7 2.4 SOURCE QUALITY CONTROL [NOT USED] 8 PART 3 - EXECUTION 9 3.1 INSTALLERS [NOT USED] 10 3.2 EXAMINATION [NOT USED] 11 3.3 PREPARATION [NOT USED] 12 3.4 REMOVAL, SALVAGE, AND ABANDONMENT 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 A. General 1. Manhole Abandonment a. All manholes that are to be taken out of service are to be removed unless specifically requested and/or approved by City. b. Excavate and backfill in accordance with Section 33 05 10. c. Remove and salvage manhole frame and cover as coordinated with City. d. Deliver salvaged material to the City. e. Cut and plug sewer lines to be abandoned. f. Backfill manhole void in accordance with City Standard Details. B. Water Lines and Appurtenances 1. Water Line Pressure Plugs a. Ductile Iron Water Lines 1) Excavate, embed, and backfill in accordance with Section 33 05 10. 2) Plug with an MJ Plug with mechanical restraint and blocking in accordance with Section 33 11 11. 3) Perform Cut and Plug in accordance with Section 33 12 25. b. PVC C900 and C905 Water Lines 1) Excavate, embed, and backfill in accordance with Section 33 05 10. 2) Plug with an MJ Plug with mechanical restraint and blocking in accordance with Section 33 11 11. 3) Perform Cut and Plug in accordance with Section 33 12 25, c. Concrete Pressure Pipe, Bar Wrapped, Steel Cylinder Type Water Lines 1) Excavate, embed, and backfill in accordance with Section 33 05 10 2) Plug using: CITY OF FORT WORTH SMALL DIAMETER WATER MAIN STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS EXTENSIONS, REPLACEMENTS & Revised December 20, 2012 RELOCATIONS CONTRACT 2019 City Project No. 102197 02 41 14 - 13 UTILITY REMOVAI /ABANDONMENT Page 13 of 17 1 a) A fabricated plug restrained by welding or by a Snap Ring in 2 accordance with Section 33 11 13; or 3 b) A blind flange in accordance with Section 33 11 13 4 3) Perform Cut and Plug in accordance with Section 33 12 25. 5 d_ Buried Steel Water Lines 6 1) Excavate, embed, and backfill in accordance with Section 33 05 10. 7 2) Plug using: 8 a) A fabricated plug restrained by welding in accordance with Section 33 9 11 14; or 10 b) A blind flange in accordance with Section 33 11 14 11 3) Perform Cut and Plug in accordance with Section 33 12 25. 12 2. Water Line Abandonment Plug 13 a. Excavate and backfill in accordance with Section 33 05 10. 14 b. Plug with CLSM in accordance with Section 03 34 13. 15 3. Water Line Abandonment by Grouting 16 a. Excavate and backfill in accordance with Section 33 05 10. 17 b. Dewater from existing line to be grouted. 18 c. Fill line with Low Density Cellular Grout in accordance with Section 33 05 24 19 or CLSM in accordance with 03 34 13. 20 d. Dispose of any excess material. 21 4. Water Line Removal 22 a. Excavate and backfill in accordance with Section 33 05 10. 23 b. Cut existing line from the utility system prior to removal. 24 c. Cut any services prior to removal. 25 d. Remove existing pipe line and properly dispose as approved by City. 26 5. Water Valve'Removal 27 a. Excavate and backfill in accordance with Section 33 05 10. 28 b. Remove and dispose of valve bonnet, wedge and stem. 29 c. Fill valve body with CLSM in accordance with Section 03 34 13, 30 6. Water Valve Removal and Salvage 31 a. Excavate and backfill in accordance with Section 33 05 10. 32 b. Remove valve bonnet, wedge and stem. 33 c. Deliver salvaged material to the Water Department Field Operation Storage 34 Yard. 35 d. Protect salvaged materials from damage. 36 e. Fill valve body with CLSM in accordance with Section 03 34 13. 37 7. Water Valve Abandonment 38 a. Excavate and backfill in accordance with Section 33 05 10. 39 b. Remove the top 2 feet of the valve stack and any valve extensions. 40 c. kill the remaining valve stack with CLSM in accordance with Section 03 34 13, 41 8. Fire Hydrant Removal and Salvage 42 a. Excavate and backfill in accordance with Section 33 05 10. 43 b. Remove Fire Hydrant. 44 c. PIace aandomnent plug on fire hydrant lead line. 45 d. Deliver salvaged fire hydrant to the Water Department Field Operation Storage 46 Yard. 47 e. Protect salvaged materials from damage. CITY OF FORT WORTH SMALL DIAMETER WATER MAIN STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS EXTENSIONS, REPLACEMENTS & Revised December 20, 2012 RELOCATIONS CONTRACT 2019 City Project No. 102t97 1 2 3 4 5 6 7 8 9 10 11 12 13 14 ,15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 0241 14-14 UTILITY REMOVALIABANDONMENT Page 14 of 17 9. Water Meter Removal and Salvage a. Remove and salvage water meter. b. Return salvaged meter to Project Representative. c. City will provide replacement meter for installation. d. Meter Box and Lid 1) Remove and salvage cast iron meter box lid. 2) Remove and dispose of any non -cast iron meter box Iid. 3) Return salvaged material to the Water Department Field Operation Storage Yard. 4) Remove and dispose of meter box. 10. Water Sample Station Removal and Salvage a. Remove and salvage existing water sample station. b. Deliver salvaged material to the Water Department Field Operation Storage Yard. 11. Concrete Water Vault Removal a. Excavate and backfill in accordance with Section 33 05 10. b. Remove and salvage vault lid. c. Remove and salvage valves. d. Remove and salvage meters. e. Deliver salvaged material to the Water Department Field Operation Storage Yard. f. Remove and dispose of any piping or other appurtenances. g. Demolish and remove entire concrete vault. h. Dispose of all excess materials. 12. Cathodic Test Station Abandonment a. Excavate and backfill in accordance with Section 33 05 10 b. Remove the top 2 feet of the cathodic test station stack and contents. c. Fill any remaining voids with CLSM in accordance with Section 03 34 13. C. Sanitary Sewer Lines and Appurtenances 1. Sanitary Sewer Line Abandonment Plug a. Excavate and backfill in accordance with Section. 33 05 10. b. Remove and dispose of any sewage. c. Plug with CLSM in accordance with Section 03 34 13. 2. Sanitary Sewer Line Abandonment by Grouting a. Excavate and backfill in accordance with Section 33 05 10. b. Dewater and dispose of any sewage from the existing line to be grouted. c. Fill line with Low Density Cellular Grout in accordance with Section 33 05 24 or CLSM in accordance with 03 34 13. d. Dispose of any excess material. 3. Sanitary Sewer Line Removal a. Excavate and backfill in accordance with Section 33 05 10. b. Cut existing line from the utility system prior to removal. c. Cut any services prior to removal. d. Remove existing pipe line and properly dispose as approved by City. 4. Sanitary Sewer Manholes Removal a. All sanitary sewer manholes that are to be taken out of service are to be removed unless specifically requested and/or approved by City. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised December 20, 2012 SMALL DIAMETER WATER MAIN EXTENSIONS, REPLACEMENTS & RELOCATIONS CONTRACT 2019 City Project No. 102I97 0241 14 - 15 UTILITY REMOVAL/ABANDONMENT Page 15 of 17 I b. Excavate and backfill in accordance with Section 33 05 10. 2 c. Remove and salvage manhole frame and cover. 3 d. Deliver salvaged material to the Water Department Field Operation Storage. 4 e. Demolish and remove entire concrete manhole. 5 f. Cut and plug sewer Iines to be abandoned. 6 5. Sanitary Sewer Junction Structure Removal 7 a. Excavate and backfill in accordance with Section 33 05 10. 8 b. Remove and salvage manhole frame and cover. 9 c. Deliver salvaged material to the Water Department Field Operation Storage. 10 d. Demolish and remove entire concrete manhole. 11 e. Cut and plug sewer lines to be abandoned. 12 D. Stonn Sewer Lines and Appurtenances 13 1. Storm Sewer Abandonment Plug 14 a. Excavate and backfill in accordance with Section 33 05 10. 15 b. Dewater line. 16 e. Plug with CLSM in accordance with Section 03 34 13. 17 2. Storm Sewer Line Abandonment by Grouting 18 a. Excavate and backfill in accordance with Section 33 05 10. 19 b. Dewater the existing line to be grouted. 20 c. Fill line with Low Density Cellular Grout in accordance with Section 33 05 24 21 or CLSM in accordance with 03 34 13. 22 d. Dispose of any excess material. 23 3. Stone Sewer Line Removal 24 a. Excavate and backfill in accordance with Section 33 05 10. 25 b. Remove existing pipe line and properly dispose as approved by City. 26 4. Storm Sewer Manhole Removal 27 a. All storm sewer manholes that are to be taken out of service are to be removed 28 unless specifically requested and/or approved by City. 29 b. Excavate and backfill in accordance with Section 33 05 10. 30 c. Demolish and remove entire concrete manhole. 31 d. Cut and plug storm sewer lines to be abandoned. 32 5. Storm Sewer Junction Box and/or Junction Structure Removal 33 a. Excavate and backfill in accordance with Section 33 05 10. 34 b. Demolish and remove entire concrete structure. 35 c. Cut and plug storm sewer lines to be abandoned. 36 6. Storm Sewer Inlet Removal 37 a. Excavate and backfill in accordance with Section 33 05 10. 38 b. Demolish and remove entire concrete inlet. 39 c. Cut and plug storm sewer lines to be abandoned. 40 7. Storm Sewer Box Removal 41 a. Excavate and backfill in accordance with Section 33 05 10. 42 b. Cut existing line from the utility system prior to removal. 43 c. Cut any services prior to removal. 44 d. Remove existing pipe line and properly dispose as approved by City. 45 8. Headwall/SET Removal 46 a. Excavate and backfill in accordance with Section 33 05 10. CITY OF FORT WORTH SMALL DIAMETER WATER MAIN STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS EXTENSIONS, REPLACEMENTS & Revised December 20, 2012 RELOCATIONS CONTRACT 2019 City Project No. 102197 1 2 3 4 5 21 7 8 9 10 11 12 13 14 15 16 0241 id-16 UTILITY REMOVAL/ABANDONMENT Page 16 of 17 b. Demolish and remove entire concrete inlet. c. Cut and plug storm sewer lines to be abandoned. 9. Storm Sewer Trench Drain Removal a. Excavate and backfill in accordance with Section 33 05 10. b. Remove existing pipe line and dispose as approved by City. 3.5 REPAIR / RESTORATION [NOT USED] 3.6 RE -INSTALLATION [NOT USED] 3.7 FIELD [OR] SITE QUALITY CONTROL 3.8 SYSTEM STARTUP [NOT USED] 3.9 ADJUSTING [NOT USED] 3.10 CLEANING [NOT USED] 3.11 CLOSEOUT ACTIVITIES [NOT USED] 3.12 PROTECTION [NOT USED] 3.13 MAINTENANCE [NOT USED] 3.14 ATTACHMENTS [NOT USED] CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised December 20, 2012 SMALL DIAMETER WATER MAIN EXTENSIONS, REPLACEMENTS & RELOCATIONS CONTRACT 2019 City Project No. 102197 1 2 0241 14 - 17 UTILITY REMOVAL/ABANDONMENT Page I7 of 17 END OF SECTION Revision Log DATE NAME SUMMARY OF CHANGE 12/20/12 D. Johnson I.2.C.3.c. — Include Frame and Cover in Payment description Throughout — added abandonment of storm and sewer manholes when requested and/or approved by City CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised December 20, 2012 SMALL DIAMETER WATER MAIM EXTENSIONS, REPLACEMENTS & RELOCATIONS CONTRACT 2019 City Project No. 102197 320117-1 PERMANENT ASPI3ALT PAVING REPAIR Page I of 5 i SECTION 32 0117 2 PERMANENT ASPHALT PAVING REPAIR 3 PARTI- GENERAL 4 1.1 SUMMARY 5 A. Section includes: 6 1. Flexible pavement repair to include, but not limited to: 7 a. Utility cuts (water, sanitary sewer, drainage, franchise utilities, etc.) 8 b. Warranty work 9 c. Repairs of damage caused by Contractor 10 d. Any permanent asphalt pavement repair needed during the course of 11 construction 12 B. Deviations from. this City of Fort Worth Standard Specification 13 1. 1.2 PRICE AND PAYMENT PROCEDURES 14 A. Measurement and Payment 15 2. Asphalt Pavement Repair for Utility Service Trench 16 a. Measurement 17 1) Shall apply to Water Service Lines also 18 2) Measurement for proposed service line to be from liar of 19 nutter to the limit of the asphalt pavement repair for water ` 20 or sewer lines. 21 3) Utility service repair will be paid for per linear foot, 22 regardless of the width 23 C. Related Specification Sections include, but are not necessarily limited to: 24 1. Division 0 — Bidding Requirements, Contract Forms, and Conditions of the 25 Contract 26 2. Division I — General Requirements 27 3. Section 03 34 16 — Concrete Base Material for Trench Repair 28 4. Section 32 12 16 —Asphalt Paving 29 5. Section 32 13 13 — Concrete Paving 30 6. Section 33 05 10 —Utility Trench Excavation, Embedment and Backfill 31 1.2 PRICE AND PAYMENT PROCEDURES 32 A. Measurement and Payment 33 1. Asphalt Pavement Repair 34 a. Measurement 35 1) Measurement for this Item will be by the linear foot of Asphalt Pavement 36 Repair based on the defined width and roadway classification specified in 37 the Drawings. 38 b. Payment CITY OF FORT WORTH SMALL DIAMETER WATER MAIN STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS EXTENSIONS, REPLACEMENTS & Revised December 20, 2012 RELOCATIONS CONTRACT 2019 City Project No. 102197 1 2 3 4 5 6 7 8 9 10 1i 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 3201 17 - 2 PERMANENT ASPHALT PAVING REPAIR Page 2 of 5 1) The work performed and materials furnished in accordance with this Item and measured as provided under "Measurement" will be paid for at the unit price bid price per linear foot of Asphalt Pavement Repair. c. The price bid shall include: 1) Preparing final surfaces 2) Furnishing, loading, unloading, storing, hauling and handling all materials including freight and royalty 3) Traffic control for all testing 4) Asphalt, aggregate, and additive 5) Materials and work needed for corrective action 6) Trial batches 7) Tack coat 8) Removal and/or sweeping excess material 2. Asphalt Pavement Repair for Utility Service Trench a. Measurement 1) Measurement for this Item will be by the linear foot of Asphalt Pavement Repair centered on the proposed sewer service line measured from the face of curb to the limit of the Asphalt Pavement Repair for the main sewer line. b. Payment 1) The work performed and materials furnished in accordance with this Item and measured as provided under "Measurement" will be paid for at the unit price bid price per linear foot of "Asphalt Pavement Repair, Service" installed for: a) Various types of utilities c. The price bid shall include: 1) Preparing final surfaces 2) Furnishing, loading, unloading, storing, hauling and handling all materials including freight and royalty 3) Traffic control for all testing 4) Asphalt, aggregate, and additive 5) Materials and work needed for corrective action 6) Trial batches 7) Tack coat 8) Removal and/or sweeping excess material 3. Asphalt Pavement Repair Beyond Defined Width a. Measurement 1) Measurement for this Item will be by the square yard for asphalt pavement repair beyond pay limits of the defined width of Asphalt Pavement Repair by roadway classification specified in the Drawings. b. Payment 1) The work performed and materials furnished in accordance with this Item and measured as provided under "Measurement" will be paid for at the unit price bid per square yard of Asphalt Pavement Repair Beyond Defined Width. c. The price bid shall include: 1) Preparing final surfaces 2) furnishing, loading, unloading, storing, hauling and handling all materials including freight and royalty CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised December 20, 2012 SMALL DIAMETER WATER MAIN EXTENSIONS, REPLACEMENTS & RELOCATIONS CONTRACT 2019 City Project No. 102197 3201 17 - 3 PERMANENT ASPHALT PAVING REPAIR Page 3 of 5 1 3) Traffic control for all testing 2 4) Asphalt, aggregate, and additive 3 5) Materials and work needed for corrective action 4 6) Trial batches 5 7) Tack coat 6 8) Removal and/or ,sweeping excess material 7 4. Extra Width Asphalt Pavement Repair 8 a. Measurement 9 1) Measurement for this Item will be by the square yard for surface repair 10 (does not include base repair) for: 11 a) Various thicknesses 12 b. Payment 13 1) The work performed and materials furnished in accordance with this Item 14 and measured as provided under "Measurement" will be paid for at the unit 15 price bid per square yard of Extra Width Asphalt Pavement Repair 16 c. The price bid shall include: 17 1) Preparing final surfaces 18 2) Furnishing, Ioading, unloading, storing, hauling and handling all materials 19 including freight and royalty 20 3) Traffic control for all testing 21 4) Asphalt, aggregate, and additive 22 5) Materials and work needed for corrective action 23 6) Trial batches 24 7) Tack coat 25 8) Removal and/or sweeping excess material 26 1.3 REFERENCES 27 A. Definitions 28 1. H.M.A.C. — Hot Mix Asphalt Concrete 29 1.4 ADMINISTRATIVE REQUIREMENTS 30 A. Permitting 31 1. Obtain Street Use Permit to make utility cuts in the street from the Transportation 32 and Public Works Department in conformance with current ordinances. 33 2. The Transportation and Public Works Department will inspect the paving repair 34 after construction. 35 1.5 SUBMITTALS [NOT USED] 36 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS 37 A. Asphalt Pavement Mix Design: submit for approval: see Section 32 12 16. 38 1.7 CLOSEOUT SUBMITTALS [NOT USED] 39 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 40 1.9 QUALITY ASSURANCE [NOT USED] CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised Decemher 20, 2012 SMALL DIAMETER WATER MAIN EXTENSIONS, REPLACEMENTS & RELOCATIONS CONTRACT 2019 City Project No. 102I97 320117-4 PERMANENT ASPHALT PAVING REPAIR Page 4 of 5 1 1.11 DELIVERY, STORAGE, AND HANDLING [NOT USED] 2 1.12 FIELD CONDITIONS 3 A. Place mixture when the roadway surface temperature is 45 degrees F or higher and 4 rising unless otherwise approved. 5 113 WARRANTY [NOT USED] 6 PART 2- PRODUCTS 7 2.1 OWNER -FURNISHED [NOT USED] 8 2.2 MATERIALS 9 A. Backfill 10 1. See Section 33 05 10. 11 B. Base Material 12 1. Concrete Base Material for Trench Repair: See Section 03 34 16. 13 2. Concrete Base: See Section 32 13 13. 14 C. Asphalt Paving: see Section 32 12 16. 15 1. H.M.A.C. paving: Type D. 16 2.3 ACCESSORIES [NOT USED] 17 2.4 SOURCE QUALITY CONTROL [NOT USED] 18 PART 3 - EXECUTION 19 31 INSTALLERS [NOT USED] 20 3.2 EXAMINATION [NOT USED] 21 3.3 PREPARATION 22 A. Surface Preparation 23 1. Mark pavement cut for repairs for approval by the City. 24 2. Contractor and City meet prior to saw cutting to confirm limits of repairs. 25 3.4 INSTALLATION 26 A. General 27 1. Equipment 28 a. Use machine intended for cutting pavement. 29 b. Milling machines may be used as long as straight edge is maintained. 30 2. Repairs: In true and straight lines to dimensions shown on the Drawings. 31 3. Utility Cuts 32 a. In a true and straight line on both sides of the trench 33 b. Minimum of 12 inches outside the trench walls CITY OF FORT WORTH SMALL DIAMETER WATER MAIN STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS EXTENSIONS, REPLACEMENTS & Revised December 20, 2012 RELOCATIONS CONTRACT 2019 City Project No. 102197 1 2 3 4 5 6 7 8 9 10 11 12 13 I4 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 3201 17 - 5 PERMANENT ASPHALT PAVING REPAIR Page 5 of 5 c. If the existing flexible pavement is 2 feet or less between the lip of the existing gutter and the edge of the trench repair, remove the existing paving to such gutter. 4. Limit dust and residues from sawing from entering the atmosphere or drainage facilities. B. Removal 1. Use care to prevent fracturing existing pavement structure adjacent to the repair area. C. Base 1. Install replacement base material as specified in Drawings. D. Asphalt Paving 1. H.M.A.0 placement: in accordance with Section 32 12 16 2. Type D surface mix 3. Depth: as specified in Drawings 4. Place surface mix in lifts not to exceed 3 inches. 5. Last or top lift shall not be less than 2 inches thick. 3.5 REPAHURESTORATION [NOT USED] 3.6 RE -INSTALLATION [NOT USED] 3.7 HELD QUALITY CONTROL [NOT USED] 3.8 SYSTEM STARTUP [NOT USED] 3.9 ADJUSTING [NOT USED] 3.10 CLEANING [NOT USED] 3.11 CLOSEOUT ACTIVITIES [NOT USED] 3.12 PROTECTION [NOT USED] 3.13 MAINTENANCE [NOT USED] 3.14 ATTACHMENTS [NOT USED] END OF SECTION Revision Log DATE NAME SUMMARY OF CHANGE 12/20/2012 D. Johnson 1.2.A -- Modified Items to be included in price bid; Added blue text for clarification of repair width on utility trench repair, Added a bid item for utility service trench repair. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised December 20, 20I2 SMALL DIAMETER WATER MAIN EXTENSIONS, REPLACEMENTS & RELOCATIONS CONTRACT 2019 City Project No. 102197 I 320118-1 TEMPORARY ASPHALT PAVING REPAIR Page 1 of 3 1 SECTION 32 0118 2 TEMPORARY ASPHALT PAVING REPAIR 3 PART 1- GENERAL 4 1.1 SUMMARY 5 A. Section Includes: 6 1. Utility cuts (water, sanitary sewer, drainage, etc.) along streets programmed for 7 total reconstruction udder a Capital Improvement Program or resurfacing under a 8 Street Maintenance Program- 9 2. Repairs of damage caused by Contractor 10 3. Any other temporary pavement repair needed during the course of construction. I I B. Deviations from this City of Fort Worth Standard Specification 12 1. 2-inch Temporary Pavement Repair shall include, 2-inch HMAC Type D and 13 6-inch Type B Flex Base Material, Grade 2 14 C. Related Specification Sections include, but are not necessarily limited to: 15 1. Division 0 - Bidding Requirements, Contract Forms, and Conditions of the Contract 16 2. Division I - General Requirements 17 3. Section 32 1123 - Flexible Base Courses 18 4. Section 32 12 16 - Asphalt Paving 19 5. Section 33 05 10 - Utility Trench Excavation, Embedment and BackfilI 20 1.2 PRICE AND PAYMENT PROCEDURES 21 A. Measurement and Payment 22 1. Measurement 23 a. Measurement for this Item shall be by the linear foot of Temporary Asphalt 24 Paving Repair. 25 2. Payment 26 a. The work performed and materials furnished in accordance with this Item and 27 measured as provided under "Measurement" will be paid for at the unit price 28 bid per Iinear foot of Temporary Asphalt Paving Repair. No additional 29 payment will be provided for repairs of damage to adjacent pavement caused by 30 the Contractor. 31 3. The price bid shall include: 32 a. Preparing final surfaces 33 b. Furnishing, loading, unloading, storing, hauling and handling all materials 34 including freight and royalty 35 c. Traffic control for all testing 36 d. Asphalt, aggregate, and additive 37 e. Materials and work needed for corrective action 38 £ Trial batches 39 g. Tack coat CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised December 20, 2012 SMALL DIAMETER WATER MAIN EXTENSIONS, REPLACEMENTS & RELOCATIONS CONTRACT 2019 City Project No. 102197 3201 18 -2 TEMPORARY ASPHALT PAVING REPAIR Page 2 of 3 1 h. Removal and/or sweeping excess material 2 3 1.3 REFERENCES 4 A. Definitions 5 1.' H.M.A.C. — Hot Mix Asphalt Concrete 6 1.4 ADMINISTRATIVE REQUIREMENTS 7 A. Permitting 8 1. Obtain Street Use Permit to make utility cuts in the street from the Transportation 9 and Public Works Department in conformance with current ordinances. 10 2. The Transportation and Public Works Department will inspect the paving repair 11 after construction. 12 1.5 SUBMITTALS [NOT USED] 13 1.6 ACTION SUBMITTALSANFORMATIONAL SUBMITTALS 14 A. Asphalt Pavement Mix Design.: submit for approval. Section 32 12 16. 15 1.7 CLOSEOUT SUBMITTALS [NOT USED] 16 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 17 1.9 QUALITY ASSURANCE ]NOT USED] 18 1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED] 19 1.11 FIELD CONDITIONS 20 A. Weather Conditions: Place mixture when the roadway surface temperature is 40 degrees 21 F or higher and rising unless otherwise approved. 22 1.12 WARRANTY [NOT USED] 23 PART 2 - PRODUCTS 24 2.1 OWNER -FURNISHED [NOT USED] 25 2.2 MATERIALS 26 A. Backfill: see Section 33 05 10. 27 B. Base Material 28 1. Flexible Base: Use existing base and add new flexible base as required in 29 accordance with Section 32 1123, 30 C. Asphalt Concrete: See Section 32 12 16. 31 1. H.M.A.C. paving: Type D. 32 2.3 ACCESSORIES [NOT USED] 33 2.4 SOURCE QUALITY CONTROL fNOT USED] CITY OF PORT WORTH SMALL DIAMETER WATER MAIN STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS EXTENSIONS, REPLACEMENTS & Revised December 20, 2012 RELOCATIONS CONTRACT 2019 City Project No. 102197 I PART 3 - EXECUTION 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 320118-3 TEMPORARY ASPHALT PAVING REPAIR Page 3 of 3 3.1 INSTALLERS [NOT USED] 3.2 EXAMINATION [NOT USED] 3.3 PREPARATION [NOT USED] 3.4 INSTALLATION A. Removal 1. Use an approved method that produces a neat edge. 2. Use care to prevent fracturing existing pavement structure adjacent to the repair area. B. Base 1. Install flexible base material per detail. 2. See Section 32 1123. C. Apshalt Paving 1. H.M.A.C. placement: in accordance with Section 32 12 16. 2. Type D surface mix. 3.5 REPAIlVRESTORATION [NOT USED] 3.6 RE -INSTALLATION [NOT USED] 3.7 FIELD QUALITY CONTROL [NOT USED] 3.8 SYSTEM STARTUP [NOT USED) 3.9 ADJUSTING [NOT USED] 3.10 CLEANING [NOT USED] 3.11 CLOSEOUT ACTIVITIES [NOT USED] 3.12 PROTECTION [NOT USED] 3.1.3 MAINTENANCE [NOT USED] 3.14 ATTACHMENTS [NOT USED] END OF SECTION Revision Log DATE NAME SUMMARY OF CHANGE 12/20/2012 D. Johnson 1.22A — Modified Items to be included in price bid CITY OF FORT WORTH SMALL DIAMETER WATER MAIN STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS EXTENSIONS, REPLACEMENTS & Revised December 20, 2012 RELOCATIONS CONTRACT 2019 City Project No. 102197 1 2 3 PARTI- GENERAL 4 1.1 SL]AIMARY SECTION 3217 23 PAVEMENT MARKINGS 321723-I PAVEMENT MARKINGS Page 1 of I I 5 A. Section Includes: 6 1. Pavement Markings 7 a. Thermoplastic, hot -applied, spray (HAS) pavement markings 8 b. Thermoplastic, hot -applied, extruded (HAE) pavement markings 9 c. Preformed polymer tape 10 d. Preformed heat -activated thermoplastic tape 1 I 2. Raised markers 12 3. Work zone markings 13 4. Removal of pavement markings and markers 14 B. Deviations from this City of Fort Worth Standard Specification 15 1. For Miscellaneous Water and Sewer Contracts, all Pavement Marking repairs 16 and replacements shall be subsidiary to the appropriate pavement repair bird 17 item. 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 1.2 PRICE AND PAYMENT PROCEDURES 22 A. Measurement and Payment 23 1. Pavement Markings 24 a. Measurement 25 1) Measurement for this Item shall be per linear foot of material placed. 26 b. Payment 27 1) The work performed and materials furnished in accordance with this Item 28 and measured as provided under "Measurement'' shall be paid for at the 29 unit price bid per linear foot of "Pvmt Marking" installed for: 30 a) Various Widths 31 b) Various Types 32 c) Various Materials 33 d) Various Colors 34 c- The price bid shall include: 35 1) Installation of Pavement Marking 36 2) Glass beads, when required 37 3) Surface preparation 38 4) Clean-up 39 5) Testing (when required) 40 2, Legends CITY OF FORT WORTH SMALL DIAMETER WATER MAIN STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS EXTENSIONS, REPLACEMENTS & Revised November 22, 2013 RELOCATIONS CONTRACT 2019 City Project No. 102197 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 321723-2 PAVEMENT MARKINGS Page 2 of 11 a. Measurement 1) Measurement for this Item shall be per each Legend installed. b. Payment 1) The work performed and materials furnished in accordance with this Item shall be paid for at the unit price bid per each "Legend" installed for: a) Various types b) Various applications c. The price bid shall include: 1) Installation of Pavement Marking 2) Glass beads, when required 3) Surface preparation 4) Clean-up 5) Testing 3. Raised Markers a. Measurement 1) Measurement for this Item shall be per each Raised Marker installed. b. Payment 1) The work performed and materials furnished in accordance with this Item shall be paid for at the unit price bid per each "Raised Marker" installed for: a) Various types c. The price bid shall include: 1) Installation of Raised Markers 2) Surface preparation 3) Clean-up 4) Testing 4. Work Zone Tab Markers a. Measurement l) Measurement for this Item shall be per each Tab Marker installed. b. Payment 1) The work performed and materials furnished in accordance with this Item shall be paid for at the unit price bid per each "Tab Marker" installed for: a) Various types c. The price bid shall include: 1) Installation of Tab Work Zone Marker_ s 5. Fire Lane Markings a. Measurement 1) Measurement for this Item shall be per the linear foot. b. Payment 1) The work performed and materials furnished in accordance with this Item and measured as provided under "Measurement" shall be paid for at the unit price bid per linear foot of "Fire Lane Marking" installed. c. The price bid shall include: 1) Surface preparation 2) Clean-up 3) Testing 6. Pavement Marking Removal a. Measurement CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised November 22, 2013 SMALL DIAMETER WATER MAIN EXTENSIONS, REPLACEMENTS & RELOCATIONS CONTRACT 2019 City Project No. 102197 321723-3 PAVEMENT MARKINGS Page 3 of I I 1 1) Measure for this Item shall be per linear foot. 2 b. Payment 3 1) The work performed and materials furnished in accordance with this Item 4 and measured as provided under "Measurement' shall be paid for at the 5 unit price bid per linear foot of "Remove Pvmt Marking" performed for: 6 a) Various widths 7 c. The price bid shall include: 8 1) Removal of Pavement Markings 9 2) Clean-up 10 7. Raised Marker Removal 11 a. Measurement 12 1) Measurement for this Item shall be per each Pavement Marker removed. 13 b. Payment 14 1) The work performed and materials furnished in accordance with this Item 15 shall be paid for at the unit price bid per each "Remove Raised Marker" 16 performed. 17 c. The price bid shall include: 18 1) Removal of each Marker 19 2) Disposal of removed materials 20 3) Clean-up 21 8. Legend Removal 22 a. Measurement 23 1) Measure for this Item shall be per each Legend removed. 24 b. Payment 25 1) The work performed and materials furnished in accordance with this Item 26 and measured as provided under "Measurement" shall be paid for at the 27 unit price bid per linear foot of "Remove Legend" performed for: 28 a) Various types 29 b) Various applications 30 c. The price bid shall include: 31 1) Removal of Pavement Markings 32 2) Clean-up 33 1.3 REFERENCES 34 A. Reference Standards 35 1. Reference standards cited in this Specification refer to the current reference 36 standard published at the time of the latest revision date logged at the end of this 37 Specification, unless a date is specifically cited. 38 2, Texas Manual on Uniform Traffic Control Devices (MUTCD), 2011 Edition 39 a. Part 3, Markings 40 3. American Association of State Highway and Transportation Officials (AASHTO) 41 a.. Standard Specification for Glass Beads Used in Pavement Markings, M 247-09 42 4. Federal Highway Administration (FHWA) 43 a. 23 CFR Part 655, FEIWA Docket No. FHWA-2009-0139 44 5. Texas Department of Transportation (TxDOT) 45 a. DMS-4200, Pavement Markers (Reflectorized) 46 b. DMS-4300, Traffic Buttons CITY OF FORT WORTH SMALL DIAMETER WATER MAIN STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS EXTENSIONS, REPLACEMENTS & Revised November 22, 2013 RELOCATIONS CONTRACT 2019 City Project No. 102197 32 17 23 - 4 PAVEMENT" MARKINGS Page 4 of 11 1 c. DMS-8220, Hot Applied Thermoplastic 2 d. DMS-8240, Permanent Prefabricated Pavement Markings 3 e. DMS-8241, Removable Prefabricated Pavement Markings 4 f. DMS-8242, Temporary Flexible -Reflective Road Marker Tabs 5 1.4 ADMINISTRATIVE REQUIREMENTS [NOT USED] 6 1.5 SUBMITTALS 7 A. Submittals shall be in accordance with Section 0133 00. 8 B. All submittals shall be approved by the City prior to delivery and/or fabrication for 9 specials. 10 1.6 ACTION SUBMITTALS/INItORMATIONAL SUBMITTALS [NOT USED] 11 1.7 CLOSEOUT SUBMITTALS [NOT USED] 12 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 13 19 QUALITY ASSURANCE [NOT USED] 14 1.10 DELIVERY, STORAGE, AND HANDLING 15 A. Storage and Handling Requirements 16 1. The Contractor shall secure and maintain a location to store the material in 17 accordance with Section 0150 00. 18 1.11 FIELD [SITE] CONDITIONS [NOT USED] 19 1.12 WARRANTY [NOT USED] 20 PART 2 - PRODUCTS 21 2.1 OWNER -SUPPLIED PRODUCTS 22 A. New Products 23 1. Refer to Drawings to determine if there are owner -supplied products for the Project. 24 2.2 MATERIALS 25 A. Manufacturers 26 1. Only the manufacturers as listed in the City's Standard Products List will be 27 considered as shown in Section 01 60 00. 28 a. The manufacturer must comply with this Specification and related Sections. 29 2. Any product that is not listed on the Standard Products List is considered a 30 substitution and shall be submitted in accordance with Section 01 25 00. 31 B. Materials 32 1. Pavement Markings 33 a. Thermoplastic, hot applied, spray 34 1) Refer to Drawings and City Standard Detail Drawings for width of 35 longitudinal lines. CITY OF FORT WORTH SMALL DIAMETER WATER MAIN STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS EXTENSIONS, REPLACEMENTS & Revised November 22, 2013 RELOCATIONS CONTRACT 2019 City Project No. 102197 32 17 23 - 5 PAVEMENT MARKINGS Page 5 of I 1 1 2) Product shall be especially compounded for traffic markings. 2 3) When placed on the roadway, the markings shall not be slippery when wet, 3 lift from pavement under normal weather conditions nor exhibit a tacky 4 exposed surface. 5 4) Cold ductility of the material shall permit normal road surface expansion 6 and contraction without chipping or cracking. 7 5) The markings shall retain their original color, dimensions and placement 8 under normal traffic conditions at road surface temperatures of 158 degrees 9 Fahrenheit and below. 10 6) Markings shall have uniform cross-section, clean edges, square ends and no 11 evidence of tracking. 12 7) The density and quality of the material shall be uniform throughout the 13 markings. 14 8) The thickness shall be uniform throughout the length and width of the 15 markings. 16 9) The markings shall be 95 percent free of holes and voids, and free of 17 blisters for a minimum of 60 days after application. 18 10) The material shall not deteriorate by contact with sodium chloride, calcium 19 chloride or other chemicals used to prevent roadway ice or because of the 20 oil content of pavement markings or from oil droppings or other effects of 21 traffic. 22 11) The material shall not prohibit adhesion of other thermoplastic markings if, 23 at some future time, new markings are placed over existing material. 24 a) New material shall bond itself to the old Iine in such a manner that no 25 splitting or separation takes place. 26 12) The markings placed on the roadway shall be completely retroreflective 27 both internally and externally with traffic beads and shall exhibit uniform 28 retro-directive reflectance. 29 13) Traffic beads 30 a) Manufactured from glass 31 b) Spherical in shape 32 c) Essentially free of sharp angular particles 33 d) Essentially free of particles showing cloudiness, surface scoring or 34 surface scratching 35 e) Water white in color 36 f) Applied at a uniform rate 37 g) Meet or exceed Specifications shown in AASHTO ,Standard 38 Specification for Glass Beads Used in Pavement Markings, AASHTO 39 Designation: M 247-09. 40 b. Thermoplastic, hot applied, extruded 41 1) Product shall be especially compounded for traffic markings 42 2) When placed on the roadway, the markings shall not be slippery when wet, 43 lift from pavement under normal weather conditions nor exhibit a tacky 44 exposed surface. 45 3) Cold ductility of the material shall permit normal road surface expansion 46 and contraction without chipping or cracking. 47 4) The markings shall retain their original color, dimensions and placement 48 under normal traffic conditions at road surface temperatures of 158 degrees 49 Fahrenheit and below. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised November 22, 2013 SMALL DIAMETER WATER MAIN EXTENSIONS, REPLACEMENTS & RELOCATIONS CONTRACT 2019 City Project No. 102197 321723-6 PAVEMENT MARKINGS Page 6 of 11 r 1 5) Markings shall have uniform cross-section, clean edges, square ends and no 2 evidence of tracking. 3 6) The density and quality of the material shall be uniform throughout the 4 markings. 5 7) The thickness shall be uniform throughout the length and width of the 6 markings. 7 8) The markings shall be 95 percent free of holes and voids, and free of 8 blisters for a minimum of 60 days after application. 9 9) The minimum thickness of the marking, as measured above the plane 10 formed by the pavement surface, shall not be less than 1/8 inch in the center 11 of the marking and 3/32 inch at a distance of %2 inch from the edge. 12 10) Maximum thickness shall be 3/16 inch. 13 11) The material shall not deteriorate by contact with sodium chloride, calcium 14 chloride or other chemicals used to prevent roadway ice or because of the 15 oil content of pavement markings or from oil droppings or other effects of 16 traffic. 17 12) The material shall not prohibit adhesion of other thermoplastic markings if, 18 at some future time, new markings are placed over existing material. New 19 material shall bond itself to the old line in such a manner that no splitting or 20 separation takes place. 21 13) The markings placed on the roadway shall be completely retroreflective 22 both internally and externally with traffic beads and shall exhibit uniform 23 retro-directive reflectance. 24 14) Traffic beads 25 a) Manufactured from glass 26 b) Spherical in shape 27 c) Essentially free of sharp angular particles 28 d) Essentially free of particles showing cloudiness, surface scoring or 29 surface scratching 30 e) Water white in color 31 f) Applied at a uniform rate 32 g) Meet or exceed Specifications shown in AASHTO Standard 33 Specification for Glass Beads Used in Pavement Markings, AASHTO 34 Designation: M 247-09. 35 c. Preformed Polymer Tape 36 1) Material shall meet or exceed the Specifications for SWARCO Director 35, 37 3M High Performance Tape Series 3801 ES, or approved equal. 38 d. Preformed Heat -Activated Thermoplastic Tape 39 1) Material shall meet or exceed the Specifications for HOT Tape Brand 0.125 40 mil preformed thermoplastic or approved equal. 41 2. Raised Markers 42 a. Markers shall meet the requirements of the Texas Manual on Uniform Traffic 43 Control Devices. 44 b. Non -reflective markers shall be Type Y (yellow body) and Type W (white 45 body) round ceramic markers and shall meet or exceed the TxDOT 46 Specification DMS-4300. 47 c. The reflective markers shall be plastic, meet or exceed the TxDOT 48 Specification DMS-4200 for high -volume retroreflective raised markers and be 49 available in the following types: CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised November 22, 2013 SMALL DIAMETER WATER MAIN EXTENSIONS, REPLACEMENTS & RELOCATIONS CONTRACT 2019 City Project No. 102197 32I723-7 PAVEMENT MARKINGS Page 7 of l t 1 1) Type I-C, white body, 1 face reflects white 2 2) Type 11 A -A, yellow body, 2 faces reflect amber 3 3) Type II-C-R, white body, I face reflects white, the other red 4 5 3. Work Zone Markings 6 a. Tabs 7 1) Temporary flexible -reflective roadway marker tabs shall meet requirements 8 of TxDOT DMS-8242, "Temporary Flexible -Reflective Road Marker 9 Tabs." 10 2) Removable markings shall not be used to simulate edge lines. 11 3) No segment of roadway open to traffic shall remain without permanent 12 pavement markings for a period greater than 14 calendar days. 13 b. Raised Markers I4 1) All raised pavement markers shall meet the requirements of DMS-4200. 15 c. Striping 16 1) Work Zone striping shall meet or exceed the TxDOT Specification DMS- 17 8200. 18 2.3 ACCESSORIES [NOT USED] 19 2.4 SOURCE QUALITY CONTROL 20 A. Performance 21 1. Minimum maintained retroreflectivity levels for longitudinal markings shall meet 22 the requirements detailed in the table below for a minimum of 30 calendar days. 23 24 25 26 27 28 29 30 Posted Speed m h) 5 30 35 — 50 55 2-lane roads with centerline markings only (1) zi/a 100 250 All other roads (2) n/a 50 100 (1) Measured at standard 30-m geometry in units of mcd/RiMux. (2) Exceptions: A. when raised reflective pavement markings (RRPMs) supplement or substitute for a longitudinal line, minimum pavement marking retroreflectivity levels are not applicable as long as the RRPMs are maintained so that at Ieast 3 are visible from any position along that line during nighttime conditions. B. When continuous roadway lighting assures that the markings are visible, minimum pavement marking retroreflectivity levels are not applicable. 31 PART 3 - EXECUTION 32 3.1 EXAMINATION [NOT USED] 33 3.2 PREPARATION 34 A. Pavement Conditions 35 1. Roadway surfaces shall be free of dirt, grease, loose and/or flaking existing 36 markings and other forms of contamination. CITY OF FORT WORTH SMALL DIAMETER WATER MAIN STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS EXTENSIONS, REPLACEMENTS & Revised November 22, 2013 RELOCATIONS CONTRACT 2019 City Project No. I02197 321723-8 PAVEMENT MARKINGS Page 8 of I I 1 2. New Portland cement concrete surfaces shall be cleaned sufficiently to remove the 2 curing membrane. 3 3. Pavement to which material is to be applied shall be completely dry. 4 4. Pavement shall be considered dry, if, on a sunny day after observation for 15 5 minutes, no condensation develops on the underside of a I square foot piece of 6 clear plastic that has been placed on the pavement and weighted on the edges. 7 5. Equipment and methods used for surface preparation shall not damage the 8 pavement or present a hazard to motorists or pedestrians. 9 3.3 INSTALLATION 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 A. General 1. The materials shall be applied according to the manufacturer's recommendations. 2. Markings and markers shall be applied within temperature limits recommended by the material manufacturer, and shall be applied on clean, dry pavement having a surface temperature above 50 degrees Fahrenheit. 3. Markings that are not properly applied due to faulty application methods or being placed in the wrong position or alignment shall be removed and replaced by the Contractor at the Contractor's expense. If the mistake is such that it would be confusing or hazardous to motorists, it shall be remedied the same day of notification. Notification will be made by phone and confirmed by fax. Other mistakes shall be remedied within 5 days of written notification. 4. When markings are applied on roadways open to traffic, care will be taken to ensure that proper safety precautions are followed, including the use of signs, cones, barricades, flaggers, etc. 5. Freshly applied markings shall be protected from traffic damage and disfigurement. 6. Temperature of the material must be equal to the temperature of the road surface before allowing traffic to travel on it. B. Pavement Markings 1. Thermoplastic, hot applied, spray a. This method shall be used to install and replace long lines -- centerlines, lane lines, edge lines, turn lanes, and dots. b. Markings shall be applied at a 110 mil thickness. c. Markings shall be applied at a 90 mil thickness when placed over existing markings. d. A sealer shall be used if concrete or asphalt is older than three (3) years. e. Typical setting time shall be between 4 minutes and 10 minutes depending upon the roadway surface temperature and the humidity factor. f Retroreflective raised markers shall be used to supplement the centerlines, lane lines, and turn lanes. Refer to City Standard Detail Drawings for placement. g. Minimum retrorefleetivity of markings shall meet or exceed values shown in subparagraph 2.4.A.1 of this Specification. 2. Thermoplastic, hot applied, extruded a. This method shall be used to install and replace crosswalks and stop -lines. b. Markings shall be applied at a 125 mil thickness. e. Minimum retroreflectivity of markings shall meet or exceed values shown in this Specification. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised November 22, 20A SMALL DLAMi1"F R WATER MAIN EXTENSIONS, REPLACEMENTS & RELOCATIONS CONTRACT 2019 City Project No. 102197 321723-9 PAVRNMNT MARKINGS Page 9of11 1 3. Preformed Polymer Tape 2 a. This method shall be used to install and replace crosswalks, stop -lines, and 3 legends. 4 b. The applied marking shall adhere to the pavement surface with no slippage or 5 lifting and have square ends, straight lines and clean edges. 6 c. Minimum retroreflectivity of markings shall meet or exceed values shown in 7 this Specification. 8 4. Preformed Heat -Activated Thermoplastic Tape 9 a. This method shall be used to install and replace crosswalks, stop -lines, and 10 Iegends. 11 b. The applied marking shall adhere to the pavement surface with no slippage or 12 lifting and have square ends, straight lines and clean edges. 13 c. Minimum retroreflectivity of markings shall meet or exceed values shown in 14 this Specification. 15 C. Raised Markers 16 1. All permanent raised pavement markers on Portland Cement roadways shall be 17 installed with epoxy adhesive. Bituminous adhesive is not acceptable. 18 2. All permanent raised pavement markers on new asphalt roadways may be installed 19 with epoxy or bituminous adhesive. 20 3. A chalk line, chain or equivalent shall be used during layout to ensure that 21 individual markers are properly aligned. All markers shall be placed uniformly 22 along the line to achieve a smooth continuous appearance. 23 D. Work Zone Markings 24 1. Work shall be performed with as little disruption to traffic as possible. 25 2. Install longitudinal markings on pavement surfaces before opening to traffic. 26 3. Maintain lane alignment traffic control devices and operations until markings are 27 installed. 28 4. Install markings in proper alignment in accordance with the Texas MUTCD and as 29 shown on the Drawings. 30 5. Place standard longitudinal lines no sooner than 3 calendar days after the placement 31 of a surface treatment, unless otherwise shown on the Drawings. 32 6. Place markings in proper alignment with the location of the final pavement 33 markings. 34 7. Do not use raised pavement markers for words, symbols, shapes, or diagonal or 35 transverse lines. 36 8. All markings shall be visible from a distance of 300 feet in daylight conditions and 37 from a distance of at Ieast 160 feet in nighttime conditions, illuminated by low- 38 beam automobile headlight. 39 9. The daytime and nighttime reflected color of the markings must be distinctly white 40 or yellow. 41 10. The markings must exhibit uniform retroreflective characteristics. 42 11. Epoxy adhesives shall not be used to work zone markings. CITY OF FORT WORTH SMALL DIAMETER WATER MAIN STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS EXTENSIONS, REPLACEMENTS & Revised November 22, 2013 RELOCATIONS CONTRACT 2019 City Project No. 102197 32 17 23 - 10 PAVEMENT MARKINGS Page 10 of 11 NEERN ERRU 4"__.= 2 1. Pavement Marking and Marker Removal 3 a. The industry's best practice shall be used to remove existing pavement 4 markings and markers. 5 b. If the roadway is being damaged during the marker removal, Work shall be 6 halted until consultation with the City. 7 c. Removals shall be done in such a matter that color and texture contrast of the 8 pavement surface will be held to a minimum. 9 d. Repair damage to asphaltic surfaces, such as spalling, shelling, etc., greater than 10 %4 inch in depth resulting from the removal of pavement markings and markers. ll Driveway patch asphalt emulsion may be broom applied to reseal damage to 12 asphaltic surfaces. 13 e. Dispose of markers in accordance with federal, state, and local regulations. 14 f. Use any of the following methods unless otherwise shown on the Drawings. 15 1) Surface Treatment Method 16 a) Apply surface treatment at rates shown on the Drawings or as directed. 17 Place a surface treatment a minimum of 2 feet wide to cover the 18 existing marking. 19 b) Place a surface treatment, thin overlay, or microsurfacing a minimum 20 of I lane in width in areas where directional changes of traffic are 21 involved or in other areas as directed by the City. 22 2) Burp. Method 23 a) Use an approved burning method. 24 b) For thermoplastic pavement markings or prefabricated pavement 25 markings, heat may be applied to remove the bulk of the marking 26 material prior to blast cleaning. 27 c) When using heat, avoid spalling pavement surfaces. 28 d) Sweeping or light blast cleaning may be used to remove minor residue. 29 3) Blasting Method 30 a) Use a blasting method such as water blasting, abrasive blasting, water 31 abrasive blasting, shot blasting, slurry blasting, water -injected abrasive 32 blasting, or brush blasting as approved. 33 b) Remove pavement markings on concrete surfaces by a blasting method 34 only. 35 4) Mechanical Method 36 a) Use any mechanical method except grinding. 37 b) Flail milling is acceptable in the removal of markings on asphalt and 38 concrete surfaces. 39 2. If a location is to be paved over, no additional compensation will be allowed for 40 marking or Marker removal. 41 3.5 REPAIR 1 RESTORATION fNOT USED] 42 3.6 REINSTALLATION [NOT USED] 43 3.7 FIELD QUALITY CONTROL 44 A. Ali lines must have clean edges, square ends, and be uniform cross-section. 45 B. The density and quality of markings shall be uniform throughout their thickness. CITY OF FORT WORTH SMALL DIAMETER WATER MAIN STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS EXTENSIONS, REPLACEMENTS & Revised November 22, 2013 RELOCATIONS CONTRACT 2019 City Project No. 102197 1 2 3 4 5 6 7 8 9 10 11 12 13 i 14 I 32 1723 - 11 PAVEMENT MARKINGS Page 11 of I 1 C. The applied markings shall have no more than 5 percent, by area, of holes or voids and shall be free of blisters. 3.8 SYSTEM STARTUP [NOT USED] 3.9 ADJUSTING [NOT USED] 3.10 CLEANING A. Contractor shall clean up and remove all loose material resulting from construction operations. 3.11 CLOSEOUT ACTIVITIES [NOT USED) 3.12 PROTECTION [NOT USED] 3.13 MAINTENANCE [NOT USED] 3.14 ATTACHMENTS [NOT USED] END OF SECTION Revision Log DATE NAME SUMMARY OF CRANCTE 11/22/13 S. Arnold Removed paint type marking, updated references, added sealer Ianguage CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised November 22, 2013 19 SMALL DIAMv ETER WATER MAIN EXTENSIONS, REPLACEMENTS & RELOCATIONS CONTRACT 2019 City Project No. I02197 1 2 3 PART 1- GENERAL 4 1.1 SUMMARY SECTION 32 3113 CHAIN LINK FENCE AND GATES 323113-1 CHAIN LINK FENCE AND GATES Page I of 7 5 A. Section Includes: 6 1. Galvanized coated chain link (non -security) fencing and accessories in accordance 7 with the City's Zoning Ordinance. 8 2. Drought iron fencing and accessories 9 3. Steel tube fencing and accessories 10 4. On utility projects: I I a. When existing fence is within the project Site (i.e. parallel to the utility trench 12 and/or within utility easement) and is directly disturbed by construction 13 activities, fencing will be paid for as listed in Article 1.2 below. 14 b. When existing fence is crossing the proposed utility trench, the work performed 15 and materials furnished in accordance with fence replacement will be 16 considered subsidiary to the trench and no other compensation will be allowed. 17 c. When existing fence is outside of the Iimits of the project Site or is identified as 18 protected on the Drawings and is disturbed and/or by construction activities, 19 replacement will be at the expense of the Contractor and no other compensation 20 wiIl be allowed. 21 B. Deviations from this City of Fort Worth Standard Specification 22 1. For Miscellaneous Water and Sewer Contracts, fence repair/replacements 23 shall be subsidiary to the price bid per linear foot of pipe. No additional 24 compensation will be allowed. 25 C. Related Specification Sections include, but are not necessarily limited to: 26 1. Division 0 - Bidding Requirements, Contract Forms, and Conditions of the Contract 27 2. Division I - General Requirements 28 1.2 PRICE AND PAYMENT PROCEDURES 29 A. Measurement and Payment 30 1. Chain Link Fence 31 a. Measurement 32 1) Measurement for this Item shall be by the linear foot of Chain Link Fence 33 installed. 34 b. Payment 35 1) The work performed and materials furnished in accordance with this Item 36 and measured as provided under "Measurement" will be paid for at the unit 37 price bid per Iinear foot of Chain Link Fence installed for various: 38 a) Heights 39 b) Fabric materials 40 c. The price bid shall include: 4I 1) Furnishing and installing all fence and gate materials 42 2) Mow strip, if shown in Drawings CITY OF FORT WORTH SMALL DIAMETER WATER MAIN STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS EXTENSIONS, REPLACEMENTS & Revised December 20, 2012 RELOCATIONS CONTRACT 2019 City Project No. 102197 3231 13 - 2 CPIAW LINK FENCE AND GATES Page 2 of 7 1 3) Cleanup 2 4) Hauling 3 2. Wrought Iron Fence 4 a. Measurement 5 1) Measurement for this Item shall be by the linear foot of Wrought Iron 6 Fence installed. 7 b. Payment 8 1) The work performed and materials furnished in accordance with this Item 9 and measured as provided under "Measurement' will be paid for at the unit 10 price bid per linear foot of Wrought Iron Fence installed for various 11 heights. 12 c. The price bid shall include: 13 1) Furnishing and installing all fence and gate materials 14 2) Mow strip, if shown in Drawings 15 3) Cleanup 16 4) Hauling 17 3. Steel Tube Fence 18 a. Measurement 19 1) Measurement for this Item shall be by the linear foot of Steel Tube Fence 20 installed. 21 b. Payment 22 1) The work performed and materials famished in accordance with this Item 23 and measured as provided under "Measurement' will be paid for at the unit 24 price bid per linear foot of Steel Tube Fence installed for various heights. 25 c. The price bid shall include: 26 1) Furnishing and installing all fence and gate materials 27 2) Mow strip, if shown in Drawings 28 3) Cleanup 29 4) Hauling 30 1.3 REFERENCES 31 A. Reference Standards 32 1. Reference standards cited in this specification refer to the current reference standard 33 published at the time of the latest revision date logged at the end of this 34 specification, unless a date is specifically cited. 35 2. American Society for Testing and Materials (ASTM): 36 a. A 36, Standard Specification for Carbon Structural Steel 37 b. A 123, Standard Specification for Zinc (Hot -Dip Galvanized) Coatings on Iron 39 and Steel Products 39 c. A 392, Standard Specification for Zinc -Coated Steel Chain -Link Fence Fabric 40 d. A 500, Standard Specification for Cold -Formed Welded arid Seamless Carbon 41 Steel Structural Tubing in Rounds and Shapes 42 e. F 626, Standard Specification for Fence Fittings 43 £ F 1043, Standard Specification for Strength and Protective Coatings on Steel 44 Industrial Chain, Link Fence Framework 45 g. F 1083, Standard Specification for Pipe, Steel, Hot -Dipped Zinc -Coated 46 (Galvanized) Welded, for Fence Structures 47 h. F 1183, Specification for Aluminum Alloy Chain Link Fence Fabric CITY OF FORT WORTH SMALL DIAMETER WATER MAIN STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS EXTENSIONS, REPLACEMENTS & Revised December 20, 20I2 RELOCATIONS CONTRACT 2019 City Project No. 102197 3231 13 - 3 CHAIN LINK FENCE AND GATES Page 3 of 7 1 1.4 ADMINISTRATIVE REQUIREMENTS [NOT USED] 2 1.5 ACTION SUBMITTALS 3 A. Shop drawings 4 1. Layout of fences and gates with dimensions, details, and finishes of components, 5 accessories and post foundations if requested by the City. 6 B. Product data 7 1. Manufacturer's catalog cuts indicating material compliance and specified options. 8 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED) 9 1.7 CLOSEOUT SUBMITTALS [NOT USED] 10 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] I I 1.9 QUALITY ASSURANCE [NOT USED] 12 1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED] 13 1.11 FIELD [SITE] CONDITIONS [NOT USED) 14 112 WARRANTY [NOT USED] 15 PART 2 PRODUCTS 16 2.1 OWNER -FURNISHED [NOT USED] 17 2.2 MANUFACTURED UNITS / MATERIALS 18 A. Manufacturer 19 1. Minimum of 5 years of experience manufacturing galvanized coated chain link 20 fencing. 21 2. Approved Manufacturer or equal: 22 a. Allied Fence, Inc. 23 b. American fence Corp. 24 c. Anchor Fence, Inc. 25 d. Master Halco, Inc. 26 B- Materials 27 1. Chain Link Fence 28 a. General 29 1) Posts, gate frames, braces, rails, stretcher bars, truss rods and tension wire 30 shalI be of steel. 31 2) Gate hinges, post caps, barbed wire supporting arms, stretcher bar bands 32 and other parts shall be of steel, malleable iron, ductile iron or equal 33 3) Post tops, rail end, ties and clips may be of aluminum. 34 4) Use only new material, or salvaged/existing material if approved by City or 35 noted on Drawings. 36 b. Steel Fabric 37 1) Fabric 38 a) No. 9 gauge 39 b) 2-inch mesh 40 (1) Commercial: both top and bottom selvages twisted and barged CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised December 20, 2012 SMALL DIAMETER WATER MAIN EXTENSIONS, REPLACEMENTS & RELOCATIONS CONTRACT 2019 City Project No. 102197 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 323113-4 CHAIN LINK FENCE AND GATES Page 4 of 7 Residential: match existing or both top and bottom selvages knuckled (2) Furnish 1-piece fabric widths. 2) Fabric Finish: Galvanized, ASTM A 392, Class I, with not less than 1.2 oz. zinc per square foot of surface. c. Aluminum Fabric 1) Fabric a) ASTM F 1183 b) No. 9 gauge c) 2-inch mesh, with both top and bottom selvages twisted and barged. d) Furnish 1-piece fabric widths. d. Steel Framing 1) Steel pipe - Type I a) ASTM F 1083 b) Standard weight schedule 40 c) Minimum yield strength: 30,000 psi d) Sizes as indicated e) Hot -dipped galvanized with minimum average 1.8 oz/ft2 of coated surface area 2) Steel pipe - Type II a) ASTM F 1043, Group IC b) Minimum yield strength: 50,000 psi c) Sizes as indicated on Drawings d) Protective coating per ASTM F 1043 (1) External coating Type B (a) Zinc with organic overcoat (b) 09 oz/ft2 minimum zinc coating with chromate conversion coating and verifiable polymer film (2) Internal coating Type B (a) Minimum 0.9 oz/ft2 zinc or Type D, zinc pigmented, 81 percent nominal coating, minimum 3 mils 3) Formed steel ("C") sections: a) Roll formed steel shapes complying with ASTM F 1043, Group 11 b) Minimum yield strength: 45,000 psi (310 MPa) c) Sizes as indicated on Drawings d) External coating per ASTM F 1043, Type A (1) Minimum average 2.0 o7/ft2 of zinc per ASTM A 123 4) Steel square sections a) ASTM A 500, Grade B b) Minimum yield strength: 40,000 psi c) Sizes as indicated on Drawings d) Hot -dipped galvanized with minimum 1.8 oz/ft2 of coated surface area e. Accessories 1) Chain link fence accessories a) ASTM F 626 b) Provide items required to complete fence system. c) Galvanize each ferrous metal item and finish to match framing. 2) Post caps a) Formed steel or cast malleable iron weather tight closure cap for tubular posts. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENT'S Revised December 20, 2012 SMALL DIAMETER WATER MAIN EXTENSIONS, REPLACEMENTS & RELOCATIONS CONTRACT 2019 City Project No. 102197 3231 13-5 CHAIN LINK FENCE AND GATES Page 5 of 7 1 b) Provide I cap for each post. 2 c) Cap to have provision for barbed wire when necessary. 3 d) "C" shaped line post without top rail or barbed wire supporting arms do 4 not require post caps. 5 e) Where top rail is used, provide tops to permit passage of top rail. 6 3) Tap rail and rail ends 7 a) 1 5/8 inch diameter galvanized round pipe for horizontal railing 8 b) Pressed steel per ASTM F626 9 c) For connection of rail and brace to terminal posts 10 4) Top rail sleeves 11 a) 7-inch expansion sleeve with a minimum 0.137 inch wire diameter and 12 1.80 inch length spring, allowing for expansion and contraction of top 13 rail 14 5) Wire ties 15 a) 9 gauge galvanized steel wire for attachment of fabric to line posts 16 b) Double wrap 13 gauge for rails and braces. 17 c) Hog ring ties of 12-1/2 gauge for attachment 18 6) Brace and tension (stretcher bar) bands 19 a) Pressed steel 20 b) Minimum 300 degree profile curvature for secure fence post attachment 21 c) At square post provide tension bar clips. 22 7) Tension (stretcher) bars: 23 a) I piece lengths equal to 2 inches less than full height of fabric 24 b) Minimum cross-section of 3/16 inch x 3/4 inch 25 c) Provide tension (stretcher) bars where chain link fabric meets terminal 26 posts. 27 8) Tension wire 28 a) Galvanized coated steel wire, 6 gauge, [0.192 inch] diameter wire 29 b) Tensile strength: 75,000 psi 30 9) Truss rods & tightener 31 a) Steel rods with minimum diameter of 5/16 inch 32 b) Capable of withstanding a tension of minimum 2,000 pounds 33 10) Nuts and bolts are galvanized. 34 2. Wrought Iron Fence: specified per Drawings. 35 3. Steel Tube Fence: specified per Drawings. 36 4. Setting Materials 37 a. Concrete 38 1) Minimum 28 day compressive strength of 3,000 psi 39 2) Bagged concrete allowed. 40 b. Drive Anchors 41 1) Galvanized angles 42 2) ASTM A 36 steel 43 3) 1 inch x I inch x 30 inch galvanized shoe clamps to secure angles to posts. CITY OF FORT WORTH SMALL DIAMETER WATER MAIN STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS EXTENSIONS, REPLACEMENTS & Revised December 20, 2012 RELOCATIONS CONTRACT 2019 City Project No. 102197 3231 13 - 6 CHAIN LINK FENCE AND GATES Page 6 of 7 1 2.3 ACCESSORIES [NOT USED] 2 2.4 SOURCE QUALITY CONTROL [NOT USED] 3 PART 3 - EXECUTION 4 3.1 INSTALLERS [NOT USED] 5 3.2 EXAMINATION 6 A. Verification of Conditions 7 1. Verify areas to receive fencing are completed to final grades and elevations. 8 2. Ensure property lines and legal boundaries of work are clearly established 9 3.3 PREPARATION [NOT USED] 10 3.4 INSTALLATION 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 A. Chain Link Fence Framing 1. Locate terminal post at each fence termination and change in horizontal or vertical direction of 30 degrees or more. 2. Space line posts uniformly at 10 feet on center. 3. Set all posts in concrete a. Drill holes in firm, undisturbed or compacted soil. b. Drill hole diameter 4 times greater than outside dimension of post. c. Set post bottom 24 inches below surface when in firm, undisturbed soil. d. Excavate deeper as required for adequate support in soft and loose soils, and for posts with heavy lateral loads. e. Place concrete around posts in a continuous pour. Trowel finish around post. Slope to direct water away from posts. 4. Check each post for vertical and top alignment, and maintain in position during placement and finishing operations. 5. Bracing a. Install horizontal pipe brace at mid -height for fences 6 feet and taller, on each side of terminal posts. b. Firmly attach with fittings. c. InstaIl diagonal truss rods at these points. d. Adjust truss rod, ensuring posts remain plumb. 6. Tension wire a. Provide tension wire at bottom of fabric and at top, if top rail is not specified. b. Install tension wire before stretching fabric and attach to each post with ties. c. Secure tension wire to fabric with 12-1/2 gauge hog rings 24 inches on center. 7. Top rail a. Install lengths, 21 feet b. Connect joints with sleeves for rigid connections for expansiordeontraction. 8. Center Rails for fabric height 12 feet and taller. a. Install mid rails between posts with fittings and accessories. 9. Bottom Rails: Install bottom rails between posts with fittings and accessories. B. Chain Link Fabric Installation CITY OF FORT WORTH SMALL DIAMETER WATER MAIN STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS EXTENSIONS, REPLACEMENTS & Revised December 20, 2012 REVOCATIONS CONTRACT 2019 City Project No. 102197 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 3231 13 -7 CHAIN LINK FENCE AND GATES Page 7 of 7 I. Fabric a. Install fabric on security side and attach so that fabric remains in tension after pulling force is released. b. Leave approximately 2 inches between finish grade and bottom selvage. c. Attach fabric with wire ties to line posts at 15 inches on center and to rails, braces, and tension wire at 24 inches on center. 2. Tension (stretcher) bars a. Pull fabric taut. b. Thread tension bar through fabric and attach to terminal posts with bands or clips spaced maximum of 15 inches on center. 3. Accessories a. Tie wires: Bend ends of wire to minimize hazard to persons and clothing. b. Fasteners: Install nuts on side of fence opposite fabric side for added security. c. Slats: Install slats in accordance with manufacturer's instructions. C. Wrought Iron Installation: install per Drawings D. Steel Tube hence: install per Drawings 3.5 REPAHURESTORATION [NOT USED] 3.6 RE -INSTALLATION [NOT USED] 3.7 FIELD QUALITY CONTROL [NOT USED] 3.8 SYSTEM STARTUP [NOT USED] 3.9 ADJUSTING fNOT USED] 3.10 CLEANING [NOT USED] 3.11 CLOSEOUT ACTIVITIES fNOT USED] 3.12 PROTECTION [NOT USED] 3.13 MAINTENANCE [NOT USED] 3.14 ATTACHMENTS [NOT USED] END OF SECTION Revision Log DATE NAME SUMMARY OF CHANGE 12/20/2012 D. Johnson 1. I.A. modified to describe when City would pay for fence .replacement on utility projects CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised December 20, 2012 SMALL DIAMETER WATER MAIN EXTENSIONS, REPLACEMENTS & RELOCATIONS CONTRACT 2019 City Project Na 102197 1 2 3 PART 1 - GENERAL 4 1.1 SUMMARY SECTION 32 3126 WIRE PENCE AND GATES 323126-1 WIRE FENCE AND GATES Page 1 of 6 5 A. Section Includes: 6 1. Furnish and construct fence of barbed or smooth wire. 7 2. On utility projects: 8 a. When existing fence is within the project Site (i.e. parallel to the utility trench 9 and/or within utility easement) and is directly disturbed by construction 10 activities, fencing will be paid for as listed in Article 1.2 below. I I b. When existing fence is crossing the proposed utility trench, the work performed 12 and materials furnished in accordance with fence replacement will be 13 considered subsidiary to the trench and no other compensation will be allowed. 14 c. When existing fence is outside of the limits of the project Site or is identified as 15 protected on the Drawings and is disturbed and/or by construction activities, 16 replacement will be at the expense of the Contractor and no other compensation 17 will be allowed. 18 B. Deviations from this City of Fort Worth Standard Specification 19 1. For Miscellaneous Water and Sewer Contracts, fence repair/replacements 20 shall be subsidiary to the price bid per linear foot of pipe. No additional 21 compensation will be allowed. 22 C. Related Specification Sections include, but are not necessarily limited to: 23 1. Division 0 - Bidding Requirements, Contract Forms, and Conditions of the Contract 24 2. Division I - General Requirements 25 1.2 PRICE AND PAYMENT PROCEDURES 26 A. Measurement and Payment 27 1. Wire Fence 28 a. Measurement 29 1) Measurement for this Item shall be by the Iinear foot of Wire hence, 30 excluding gates. 31 b. Payment 32 1) The work performed and materials furnished in accordance with this Item 33 and measured as provided under "Measurement" will be paid for at the unit 34 price bid per linear foot of Wire fence installed for various: 35 a) Post types 36 b) Wire types 37 c) Number of Strands as specified in the Drawings 38 c. The price bid shall include: 39 1) Removal of existing fence and/or, unless specifically defined as a separate 40 pay item on Drawings 41 2) Furnishing, preparing, hauling, and installing Wire Fence 42 3) Excavation, backfxlling, and disposal of surplus material CITY OF FORT WORTH SMALL DIAMETER WATER MAIN STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS EXTENSIONS, REPLACEMENTS & Revised December 20, 2012 RELOCATIONS CONTRACT 2019 City Project No. 102197 323126-2 WIRE FENCE AND GATES Page 2 of 6 1 4) Removal and trimming of brush and tree limbs 2 2. Steel Gates 3 a. Measurement 4 1) Measurement for this Item shall be per each Steel Fence. 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 each Steel Gate by height. 9 c. The price bid shall include: 10 1) Removal of existing fence and/or gates, unless specifically defined as a 11 separate pay item on Drawings 12 2) Furnishing, preparing, hauling, and installing Steel Gates 13 3) Excavation, backfilling, and disposal of surplus material 14 4) Removal and trimming of brush and tree limbs 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. American Society for Testing and Materials (ASTM): 21 a. A 702, Standard Specification for Steel Fence Posts and Assemblies, Hot 22 Wrought 23 b. A 121, Standard Specification for Metallic -Coated, Carbon Steel Barbed Wire 24 c. A 116, Standard Specification for Metallic -Coated, Steel Woven Wire Fence 25 Fabric 26 d. F 1083, Standard Specification for Pipe, Steel, Hot -Dipped Zinc -Coated 27 (Galvanized) Welded, for Fence Structures 28 3. American Wood Protection Association (AWPA) 29 a. P8IP9, Standard for Oil -Borne Preservatives 30 b. C5, Fence Posts - Preservative Treatment by Pressure Processes CITY OF FORT WORTH SMALL DIAMETER WATER MAIN STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS EXTENSIONS, REPLACEMENTS & Revised December 20, 2012 RELOCATIONS CONTRACT 2019 City Project No. 102197 323126-3 WIRE FENCE AND GATES Page 3 of 6 1 1.4 ADMINISTRATIVE REQUIREMENTS [NOT USED] 2 1.5 ACTION SUBMITTALS [NOT USED] 3 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED] 4 1.7 CLOSEOUT SUBMITTALS [NOT USED] 5 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 6 1.9 QUALITY ASSURANCE [NOT USED] 7 1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED] 8 1.11 FIELD [SITE] CONDITIONS [NOT USED] 9 1.12 WARRANTY [NOT USED] 10 PART 2 - PRODUCTS 11 2.1 OWNER -FURNISHED PRODUCTS INOT USED] 12 21 MATERIALS 13 A. Furnish materials in accordance with details shown on the Drawings and with the 14 following requirements. 15 B. Metal Posts and Braces 16 1. Steel Pipe: ASTM F 1083 17 2. T posts: ASTM A 702 t8 3. Use only new steel. Do not use rerolled or open -seam material. 19 4. Furnish galvanized steel sections in ASTM F 1083. 20 5. Painting 21 a. Use an approved anticorrosive coating. 22 b. After installation of painted posts and braces, spot -coat damaged areas with the 23 same paint color. 24 c. Use paint with at least the same anticorrosive properties as the original paint. 25 6. Use the size, weight, and area of posts, braces, and anchor plates shown on the 26 Drawings. 27 C. Wood Posts and Braces 28 1, Untreated Wood: cedar or juniper timber 29 2. Treated Wood 30 a. AWPA standards govern materials and methods of treatments including 31 seasoning, preservatives, and inspection for treatment. 32 b. Each piece or bundle of other treated -timber products must have: 33 1) Legible brand mark or tag indicating the name of the treater 34 2) Date of treatment or Iot number 35 3) AWPA treatment specification symbol 36 c. Provide the level of preservative indicated in Table 1. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised December 20, 2012 SMALL DIAMETER WATER MAIN EXTENSIONS, REPLACEMENTS & RELOCATIONS CONTRACT 2019 City Project No. 102197 1 2 Table 1 Minimum Retentinn of Preservative Penta- Product chlorophenol AWPA (lb./cu. £t.) Standard for AWPA Preservative (P8/P9) Treatment Standard Wire fence posts (round)' 0.4 C5 323126-4 WIRE FENCE AND GATES Page 4 of 6 3 1. Retention determined by assay (0 to 1.0-inch zone). 4 3. Use sound timber that is free from decay, shakes, splits, or other defects that would 5 weaken the posts or braces or otherwise make them structurally unsuitable for the 6 purposes intended. 7 4. Knots that are sound, tight, trimmed flush, and not in clusters will be allowed, 8 provided they do not exceed 1/3 of the small diameter or the least dimension of the 9 posts and braces. 10 5. Remove spurs and splinters, cutting the ends square. 11 D. Gates and Gateposts: Furnish materials to the required dimensions. 12 E. Barbed and Smooth Wire: ASTM A 121, Class 1 13 1. Use wire consisting of 2 strand, 12 1/2 gauge, twisted wire 14 2. Barbed Wire: 2-point 14 gauge barbs spaced no more than 5 inches apart 15 F. Wire Mesh: ASTM A 116, Class 1 16 1. Top and bottom wires: at least 10 gauge wire 17 2. Intermediate wires and vertical stays: 12 1/2 gauge wire 18 G. Miscellaneous 19 1. Furnish galvanized bolts, nuts, washers, braces, straps, and suitable devices for 20 holding barbed wire and wire mesh firmly to metal posts. 21 2. Use material of good commercial quality and design. 22 3. Provide galvanized staples, at least 1 1/2 inch long. 23 H. Concrete 24 1. Minimum 28 day compressive strength of 3,000 psi 25 2. Bagged concrete allowed. 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 INSTALLATION 33 A. Space fence posts as shown on the Drawings or to match existing. CITY OT FORT WORTH SMALL DIAMETER WATER MAIN STANDARD CONSTRUCTION SPECMICATION DOCUMENTS EXTENSIONS, REPLACEMENTS & Revised December 20, 2012 RELOCATIONS CONTRACT 2019 City Project No. I02197 323126-5 WIRE FENCE AND GATES Page 5 of 6 1 B. Set fence posts plumb and firm at the intervals, depth, and grade shown on the 2 Drawings or to match existing. 3 C. Brace corner and pull posts in 2 directions. 4 D. Brace end posts and gateposts in I direction. 5 E. Install a corner post where the alignment changes 30 degrees or more. 6 F. At alignment angles between 15 and 30 degrees, brace the angle post to the adjacent 7 line posts with diagonal tension wires. 8 G. At grade depressions where stresses tend to pull posts out of the ground, snub or guy 9 the fencing at the critical point with a double 9 gauge galvanized wire. 10 H. Connect the wire to the top horizontal line of the barbed wire or to the top and bottom 11 wire or wire mesh fabric, and to a deadman weighing at least 100 pounds. 12 1. Stretch the fence before guying and snubbing. 13 J. Install number stands at spacing shown in Drawings. 14 K. Install corner, end, or angle post assembly before stretching the wire between posts. 15 L. Connect existing cross fences to the new fences and corner posts at junctions with 16 existing fences. 17 M. While drawing barbed wire and wire fabric taut, fasten to posts using galvanized ties or 18 staples, or as shown on the Drawings. 19 N. Install pull post assemblies at 500 feet intervals for steel posts and at 1,000 feet 20 intervals for wood posts. 21 O. Drive metal line posts provided driving does not damage the posts. 22 P. Set metal corners, ends, pull posts, and braces in concrete footings a minimum of 24 23 inches and crowned at the top to shed water. 24 Q. Thoroughly tamp backfill in 4 inch Iayers. 25 R. Notch timber posts. 26 3.5 RE PAIR/RESTORATION [NOT USED] 27 3.6 REINSTALLATION [NOT USED] 28 3.7 FIELD QUALITY CONTROL [NOT USED] 29 3.8 SYSTEM STARTUP [NOT USED] 30 3.9 ADJUSTING [NOT ]USED] 31 3.10 CLEANING [NOT USED] 32 3.11 CLOSEOUT ACTIVITIES [NOT USED] 33 3.12 PROTECTION [NOT USED] 34 313 MAINTENANCE [NOT USED] 35 3.14 ATTACHMENTS [NOT USED] 36 CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised December 20, 2012 SMALL DIAMETER WATER MAIN EXTENSIONS, REPLACEMENTS & RELOCATIONS CONTRACT 20I9 City Project No. 102197 32 31 26 - 6 Page 6 of 6 END OF SECTION Revision Log DATE NAME SUMMARY OF CHANGE 12/20/2012 D. Johnson 1.1.A. modified to describe when City would pay for fence replacement on utility projects CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised December 20, 2012 SMALL DIAMETER WATER MAIN EXTENSIONS, REPLACEMENTS & RELOCATIONS CONTRACT 2019 City Project No. 102197 0 E 1 2 3 PART1- GENERAL 4 1.1 SUMMARY SECTION 32 3129 WOOD FENCE AND GATES 323129-1 WOOD FENCE AND GATES Page 1 of 5 5 A. Section Includes 6 1. Construction of wood fences and gates along boundaries, property lines in 7 accordance with the City's Zoning Ordinance. 8 2. On utility projects: 9 a. When existing fence is within the project Site (i.e. parallel to the utility trench 10 and/or within utility easement) and is directly disturbed by construction 11 activities, fencing will be paid for as Iisted in Article 1.2 below. 12 b. When existing fence is crossing the proposed utility trench, the work performed 13 and materials furnished in accordance with fence replacement will be 14 considered subsidiary to the trench and no other compensation will be allowed. 15 c. When existing fence is outside of the limits of the project Site or is identified as 16 protected on the Drawings and is disturbed and/or by construction activities, 17 replacement will be at the expense of the Contractor and no other compensation 18 will be allowed. 19 B. Deviations from this City of Fort Worth Standard Specification 20 1. For Miscellaneous Water and Sewer Contracts, fence repair/replacements 21 shall be subsidiary to the price bid per linear foot of pipe. No additional 22 compensation will be allowed. 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 1.2 PRICE AND PAYMENT PROCEDURES 27 A. Measurement and Payment 28 1. Measurement 29 a. Measurement for this Item shall be by the linear foot of Wood Fence installed, 30 including gates. 31 2. Payment 32 a. The work performed and materials furnished in accordance with this Item and 33 measured as provided under "Measurement" will be paid for at the unit price 34 bid per linear foot of Wood Fence installed for by height. 35 3. The price bid shall include: 36 a. Furnishing all materials for fence and gates 37 b. All preparation, erection and installation of materials 38 1.3 REFERENCES 39 A. Reference Standards CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised December 20, 2012 SMALL DIAMETER WATER MAIN EXTENSIONS, REPLACEMENTS & RELOCATIONS CONTRACT 2019 City Project No. 102197 323129-2 WOOD FENCE AND GATES Page 2 of 5 1 1. Reference standards cited in this specification refer to the current reference standard 2 published at the time of the latest revision date logged at the end of this 3 specification, unless a date is specifically cited. 4 2. American Society for Testing and Materials (ASTM): 5 a. A 123, Standard Specification for Zinc (Hot -Dip Galvanized) Coatings on Iron 6 and Steel Products 7 b. A 500, Standard Specification for Cold -Formed Welded and Seamless Carbon 8 Steel Structural Tubing in Rounds and Shapes 9 c. F 1043, Standard Specification for Strength and Protective Coatings on Steel 10 Industrial Chain Link Fence Framework 11 d. F 1083, Standard Specification for Pipe, Steel, Hot -Dipped Zinc -Coated 12 (Galvanized) Welded, for Fence Structures 13 1.4 ADMINISTRATIVE REQUIREMENTS [NOT USED] 14 1.5 SUBMITTALS 15 A. Shop drawings: Layout of fences and gates with dimensions, details, and finishes of 16 components, accessories and post foundations 17 B. Product data: Manufacturer's catalog cuts indicating material compliance and specified 18 options 19 C. Building Permit: All fences over 6 feet 20 1.6 ACTION SUBMITTALSANFORMATIONAL SUBMITTALS [NOT USED] 21 1.7 CLOSEOUT SUBMITTALS [NOT USED] 22 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 23 1.9 QUALITY ASSURANCE [NOT USED] 24 1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED] 25 1.11 FIELD [SITE] CONDITIONS jNOT USED] 26 1.12 WARRANTY [NOT USED] 27 PART 2 _ PRODUCTS 28 21 OWNER -FURNISHED PRODUCTS [NOT USED] 29 2.2 MATERIALS 30 A. General 31 1. Gate hinges and post caps shall be of steel, malleable iron, ductile iron or equal. 32 2. Past tops may be of aluminum. 33 B. Slats: Redwood or cedar free from all major decay or defects which would weaken or 34 otherwise cause them to be unsuitable for fence slats. 35 C. Bottom and Top Rail: Minimum 2-inch x 4-inch x 8-foot cedar stud or match existing. 36 D. Corner, Gate, End, or Luce Posts 37 1. Wood Posts 38 a. Minimum size: 4-inch x 4-inch cedar wood post or match existing CITY OF FORT WORTH SMALL D1AWTER WATER MAIN STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS EXTENSIONS, REPLACEMENTS & Revised December 20, 2012 RELOCATIONS CONTRACT 2019 City Project No. 102197 323129-3 WOOD PENCE AND GATES Page 3 of 5 1 b. Free from ail decay, splits, multiple cracks, or any other defect which would 2 weaken the posts or otherwise cause them to be structurally unsuitable for the 3 purpose intended 4 2. Steel Posts 5 a. Steel pipe _ Type 1 6 1) ASTM F 1083 7 2) Standard weight schedule 40 8 3) Minimum yield strength: 30,000 psi 9 4) Sizes as indicated on Drawings 10 5) Hot -dipped galvanized with minimum average 1.8 oz/ft2 of coated surface I area. 12 b. Steel pipe - Type II 13 1) ASTM F 1043, Group IC 14 2) Minimum yield strength: 50,000 psi 15 3) Sizes as indicated on Drawings 16 4) Protective coating per ASTM F 1043 17 5) External coating Type B 18 a) Zinc with organic overcoat 19 b) 0.9 oz/ft2 minimum zinc coating with chromate conversion coating and 20 verifiable polymer film 21 6) Internal coating Type B 22 a) Minimum 0.9 oz/ft2 zinc or Type D, zinc pigmented, 81 percent 23 nominaI coating, minimum 3 mils 24 c. Formed steel ("C") sections 25 1) Roll formed steel shapes complying with ASTM F 1043, Group II 26 2) Minimum yield strength: 45,000 psi (310 MPa) 27 3) Sizes as indicated on Drawings 28 4) External coating per ASTM F 1043, Type A 29 a) Minimum average 2.0 oz/ft2 of zinc per ASTM A 123 30 d. Steel square sections 31 1) ASTM A 500, Grade B 32 2) Minimum yield strength: 40,000 psi 33 3) Sizes as indicated 34 4) Hot -dipped galvanized with minimum 1.8 oz/ft2 of coated surface area 35 3. Accessories 36 a. Post caps 37 1) Formed steel or cast malleable iron weather tight closure cap for tubular 38 posts. 39 2) Provide one cap for each post. 40 3) Cap to have provision for barbed wire when necessary. 41 4) "C" shaped Iine post without top rail or barbed wire supporting arms do not 42 require post caps. 43 5) Where top rail is used, provide tops to permit passage of top rail. 44 4, Setting Materials 45 a. Concrete 46 1) Minimum 28 day compressive strength of 3,000 psi 47 2) Bagged concrete allowed. 48 2.3 ACCESSORIES [NOT USED] CITY OF FORT WORTH SMALL DIAMETER WATER MAIN STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS EXTENSIONS, REPLACEMENTS & Revised December 20, 2012 RELOCATIONS CONTRACT 2019 City Project No. 102I97 1 2.4 SOURCE QUALITY CONTROL [NOT USED] 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 323129-4 WOOD FENCE AND GAPES Page 4 of 5 PART 3 - EXECUTION 3.1 INSTALLERS [NOT USED] 3.2 EXAMINATION A. Verification of Conditions 1. Verify areas to receive fencing are completed to final grades and elevations. 2. Ensure property lines and legal boundaries of work are clearly established. 3.3 PREPARATION [NOT USED] 3.4 INSTALLATION A. Wood Fence Framing l . Steel Posts are required for all required screening fences. 2. Locate terminal post at each fence termination and change in horizontal or vertical direction of 30 degrees or more. 3. Space line posts uniformly at 10 feet on center. 4. Set all posts in concrete. a. Drill holes in firm, undisturbed or compacted soil. b. Drill hole diameter 4 times greater than outside dimension of post (minimum 12 inches). c. Set post bottom 24 inches below surface when in firm, undisturbed soil. d. Excavate deeper as required for adequate support in soft and loose soils, and for posts with heavy lateral loads. c. Place concrete around posts in a continuous pour. f. Trowel finish around post. Slope to direct water away from posts. 5. Check each post for vertical and top alignment, and maintain in position during placement and finishing operations. B. Slats 1. Place slats approximately I inch above the ground, and on a straight grade between posts by excavating high points of the ground. 2. Fasten slats to top and bottom railings with 2 galvanized screws designed for wood fence construction at both the top and bottom rail. CITY OF FORT WORTH SMALL DIAMETER WATER MAIN STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS EXTENSIONS, REPLACEMENTS & Revised December 20, 2012 RELOCATIONS CONTRACT 2019 City Project No. 102197 1 2 3 4 5 6 7 8 9 10 11 12 13 323129-5 WOOD FENCE AND GATES Page 5 of 5 3.5 REPAIR/RESTORATION [NOT USED] 3.6 RE -INSTALLATION [NOT USED] 3.7 FIELD QUALITY CONTROL [NOT USED] 3.8 SYSTEM STARTUP [NOT USED] 3.9 ADJUSTING [NOT USED] 3.10 CLEANING [NOT USED] 3.11 CLOSEOUT ACTIVITIES [NOT USED] 3.12 PROTECTION [NOT USED] 3.13 MAINTENANCE [NOT USED] 3.14 ATTACHMENTS [NOT USED] END OF SECTION Revision Log DATE NAME SUMMARY OF CHANGE 12/20/2012 D. Johnson 1.I.A. modified to describe when City would pay for fence replacement on utility projects CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised December 20, 2012 SMALL DIAMETER WATER MAIN EXTENSIONS, REPLACEMENTS & RELOCATIONS CONTRACT 2019 City Project No. 102197 330514-1 ADJUSTING MANHOLES, INLETS, VALVE BOXES, AND OTHER STRUCTURES TO GRADE IPage 1 of 8 i 1 SECTION 33 0514 2 ADJUSTING MANHOLES, INLETS, VALVE BOXES, AND OTHER STRUCTURES TO 3 GRADE 4 PART1- GENERAL 5 1.1 SUMMARY 6 A. Section Includes: 7 1. Vertical adjustments to manholes, drop inlets, valve boxes, cathodic protection test 8 stations and other miscellaneous structures to a new grade 9 B. Deviations from this City of Fort Worth Standard Specification 10 1. 1.2 Price and Payment Procedures I I A. Measurement and Payment 12 5. Valve Bog 13 b. For Miscellaneous Contacts, Valve Box Adjustments are 14 incidental and subsidiary to the valve installation cost. 15 C. Related Specification Sections include, but are not necessarily limited to: 16 1. Division 0 — Bidding Requirements, Contract Forms, and Conditions of the 17 Contract 18 2. Division 1— General Requirements 19 3. Section 32 01 17 — Permanent Asphalt paving Repair 20 4. Section 32 0129 — Concrete Paving Repair 21 5. Section 33 05 10 — Utility Trench Excavation, Embedment and Backfill 22 6. Section 33 05 13 —Frame, Cover and Grade Rings 23 7. Section 33 39 10 --- Cast -in -Place Concrete Manholes 24 8. Section 33 39 20 —Precast Concrete Manholes 25 9. Section 33 12 20 — Resilient Seated (Wedge) Gate Valve 26 10, Section 33 12 21— AWWA Rubber -Seated Butterfly Valve 27 11. Section 33 04 11 — Corrosion Control Test Station 28 12. Section 33 04 12 — Magnesium Anode Cathodic Protection System 29 1.2 PRICE AND PAYMENT PROCEDURES 30 A. Measurement and Payment 31 1. Manhole -- Minor Adjustment 32 a. Measurement 33 1) Measurement for this Item shall be per each adjustment using only grade 34 rings or other minor adjustment devices to raise or lower a manhole to a .35 grade as specified on the Drawings. 36 b. Payment CITY OF FORT WORTH SMALL DIAMETER WATER MAIN STANDARD CONSTRUCTION SPFCIFICATION DOCUMENTS EXTENSIONS, REPLACEMENTS & Revised December 20, 2012 RELOCATIONS CONTRACT 2019 City Project No. 102197 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 33 05 14 - 2 ADJUSTING MANHOLES, INLETS, VALVE. BOXES, AND OTHER STRUCTURES TO GRADE Page 2 of 8 1) The work performed and the materials furnished in accordance with this Item will be paid for at the unit price bid per each "Manhole Adjustment, Minor" completed. c. The price bid shalt include: 1) Pavement removal 2) Excavation 3) Hauling 4) Disposal of excess material 5) Grade rings or other adjustment device 6) Reuse of the existing manhole frame and cover 7) furnishing, placing and compaction of embedment and baekfill 8) Concrete base material 9) Permanent asphalt patch or concrete paving repair, as required 10) Clean-up 2. Manhole - Major Adjustment a. Measurement 1) Measurement for this Item shall be per each adjustment requiring structural modifications to raise or lower a manhole to a grade as specified on the Drawings. b. Payment 1) The work performed and the materials furnished in accordance with this Item will be paid for at the unit price bid per each "Manhole Adjustment, Major" completed. c. The price bid shall include: 1) Pavement removal 2) Excavation 3) Hauling 4) Disposal of excess material 5) Structural modifications, grade rings or other adjustment device 6) Reuse of the existing manhole frame and cover 7) furnishing, placing and compaction of embedment and backfill 8) Concrete base material 9) Permanent asphalt patch or concrete paving repair, as required 10) Clean-up 3. Manhole - Major Adjustment with Frame and Cover a. Measurement 1) Measurement for this Item shall be per each adjustment requiring structural modifications to raise or lower a manhole to a grade specified on the Drawings or structural modifications for a manhole requiring a new frame and cover, often for changes to cover diameter. b. Payment 1) The work performed and the materials furnished in accordance with this Item will be paid for at the unit price bid per each "Manhole Adjustment, Major w/ Cover" completed. c. The price bid shall include: 1) Pavement removal 2) Excavation 3) Hauling CITY" OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised December 20, 2012 SMALL DIAMETER WATER MAIN EXTENSIONS, REPLACEMENTS & RELOCATIONS CONTRACT 2019 City Project No. 102197 330514-3 ADJUSTMO MANHOLES, INLETS, VALVE BOXES, AND OTHER STRUCTURES TO GRADE Page 3 of 8 1 4) Disposal of excess material 2 5) Structural modifications, grade rings or other adjustment device 3 6) Frame and cover 4 7) Furnishing, placing and compaction of embedment and backfil . 5 8) Concrete base material 6 9) Permanent asphalt patch or concrete paving repair, as required 7 10) Clean-up 8 4. Inlet 9 a.. Measurement 10 1) Measurement for this Item shall be per each adjustment requiring structural 11 modifications to inlet to a grade specified on the Drawings. 12 b. Payment 13 1) The work performed and the materials furnished in accordance with this 14 Item will be paid for at the unit price bid per each "Inlet Adjustment" 15 completed. 16 c. The price bid shall include: 17 1) Pavement removal 18 2) Excavation 19 3) Hauling 20 4) Disposal of excess material 21 5) Structural modifications 22 6) Furnishing, placing and compaction of embedment and backfill 23 7) Concrete base material, as required 24 8) Surface restoration, permanent asphalt patch or concrete paving repair, as 25 required 26 9) Clean-up 27 5. Valve Box 28 a. Measurement 29 1) Measurement for this Item shall be per each adjustment to a grade specified 30 on the Drawings. 31 b. Payment 32 1) The work performed and the materials furnished in accordance with this 33 Item will be paid for at the unit price bid per each "Valve Box Adjustment" 34 completed. 35 c. The price bid shall include: 36 1) Pavement removal 37 2) Excavation 38 3) Hauling 39 4) Disposal of excess material 40 5) Adjustment device 41 6) Furnishing, placing and compaction of embedment and backfilI 42 7) Concrete base material, as required 43 8) Surface restoration, permanent asphalt patch or concrete paving repair, as 44 required 45 9) Clean-up 46 6. Cathodic Protection Test Station 47 a. Measurement CiI Y Or FORT WORTH SMALL DIAMETER WATER MAIN STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS EXTENSIONS, REPLACEMENTS & Revised December 20, 2012 RELOCATIONS CONTRACT 2019 City Project No. 102197 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 330514-4 ADJUSTING MANHOLES, INLETS, VALVE BOXES, AND OTHER STRUCTURES TO GRADE Page 4 of 8 1) Measurement for this Item shall be per each adjustment to a grade specified on the Drawings. b. Payment 1) The work performed and the materials furnished in accordance with this Item will be paid for at the unit price bid per each "Cathodic Protection Test Station Adjustment" completed. c. The price bid shall include: 1) Pavement removal 2) Excavation 3) Hauling 4) Disposal of excess material 5) Adjustment device 6) Furnishing, placing and compaction of embedment and backfill 7) Concrete base material, as required 8) Surface restoration, permanent asphalt patch or concrete paving repair, as required 9) Clean-up 7. Fire Hydrant a. Measurement 1) Measurement for this Item shall be per each adjustment requiring stem extensions to meet a grade specified by the Drawings. b. Payment 1) The work performed and the materials furnished in accordance with this Item will be paid for at the unit price bid per each "Fire Hydrant Stem Extension" completed. c. The price bid shall include: 1) Pavement removal 2) Excavation 3) Hauling 4) Disposal of excess material 5) Adjustment materials 6) Furnishing, placing and compaction of embedment and backfill 7) Concrete base material, as required 8) Surface restoration, permanent asphalt patch or concrete paving repair, as required 9) Clean-up 8. Miscellaneous Structure This Item is intendedfor a unique structure. Bid Item should include details to identify the specific structure (i.e. Miscellaneous Structure Adjustment, Sta. 1 +00) a. Measurement 1) Measurement for this Item shall be per each adjustment requiring structural modifications to said structure to a grade specified on the Drawings. b. Payment 1) The work performed and the materials furnished in accordance with this Item will be paid for at the unit price bid per each "Miscellaneous Structure Adjustment" completed. c. The price bid shall include: 1) Pavement removal CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised December 20, 2012 SMALL DIAMETER WATER MAIN EXTENSIONS, REPLACEMENTS & RELOCATIONS CONTRACT 2019 City Project No. 102197 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 I0 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 1, Chapter 217, Subchapter C, Rule 217.55 — Manholes and 24 Related Structures. 25 1.4 ADMINISTRATIVE REQUIREMENTS [NOT USED] 26 1.5 SUBMITTALS [NOT USE, 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 [NOT USED] 32 1.11 FIELD [SITE] CONDITIONS [NOT USED] 33 1.12 WARRANTY [NOT USED] CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised December 20, 2012 SMALL DIAMETER WATER MAIN EXTENSIONS, REPLACEMENTS & RELOCATIONS CONTRACT 2019 City Project No. 102197 330514-6 ADJUSTING MANHOLES, INLETS, VALVE BOXES, AND OTHER STRUCTURES TO GRADE Page 6 of S 1 PART 2 - PRODUCTS 2 2.1 OWNER -FURNISHED [oR] OWNER -SUPPLIED PRODUCTS [NOT USED] 3 2.2 MATERIALS 4 A. Cast -in -Place Concrete 5 1. See Section 03 30 00. 6 B. Modifications to Existing Concrete Structures 7 1. See Section 03 80 00, 8 C. Grade Rings 9 1. See Section 33 05 13. 10 D. Frame and Cover 11 1. See Section 33 05 13. 12 E. Backfill material 13 1. See Section 33 05 10. 14 F. Water valve box extension 15 1. See Section 33 12 20. 16 G. Corrosion Protection 'Test Station 17 1. See Section 33 04 11. 18 H. Cast -in -Place Concrete Manholes 19 1. See Section 33 39 10. 20 1. Precast Concrete Manholes 21 1. See Section 33 39 20. 22 2.3 ACCESSORIES [NOT USED] 23 2.4 SOURCE QUALITY CONTROL [NOT USED] 24 PART 3 - EXECUTION 25 3.1 INSTALLERS [NOT USED] 26 3.2 EXAMINATION 27 A. Verification of Conditions 28 1. Examine existing structure to be adjusted, for damage or defects that may affect 29 grade adjustment. 30 a. Report issue to City for consideration before beginning adjustment. 31 3.3 PREPARATION 32 A. Grade Verification 33 1. On major adjustments confirm any grade change noted on Drawings is consistent 34 with field measurements. CITY OF FORT WORTH SMALL DIAMETER WATER MAIN STANDARD CONSTRUCTION SPECLFICATION DOCUMENTS EXTENSIONS, REPLACEMENTS & Revised December 20, 2012 RELOCATIONS CONTRACT 2019 City Project No. 102197 330514-7 ADJUSTING MANHOLES, INLETS, VALVE BOXES, AND OTHER STRUCTURES TO GRADE Page 7 of 8 r 1 a. If not, coordinate with City to verify final grade before beginning adjustment. 2 3.4 ADJUSTMENT 3 A. Manholes, Inlets, and Miscellaneous Structures 4 1. On any sanitary sewer adjustment replace 24-inch frame and cover assembly with 5 30-inch frame and cover assembly per TCEQ requirement. 6 2. On manhole major adjustments, inlets and miscellaneous structures protect the 7 bottom using wood forms shaped to fit so that no debris blocks the invert or the 8 inlet or outlet piping in during adjustments. 9 a. Do not use any more than a 2-piece bottom. 10 3. Do not extend chimney portion of the manhole beyond 24 inches. 11 4. Use the least number of grade rings necessary to meet required grade. 12 a. For example, if a 1-foot adjustment is required, use 2 6-inch rings, not 6 2-inch 13 rings. 14 B. Valve Boxes 15 1. Utilize typical 3 piece adjustable valve box for adjusting to final grade as shown on 16 the Drawings. 17 C. BackfiIl and Grading 18 1. Backfill area of excavation surrounding each adjustment in accordance to Section 19 3305 10. 20 D. Pavement Repair 21 1. If required pavement repair is to be performed in accordance with Section 32 01 17 22 or Section 32 0129. 23 3.5 REPAIR / RESTORATION [NOT USED] 24 3.6 REINSTALLATION [NOT USED] 25 3.7 FIELD roR] SITE QUALITY CONTROL [NOT USED] 26 3.8 SYSTEM STARTUP [NOT USED] 27 3.9 ADJUSTING [NOT USED] 28 3.10 CLEANING [NOT USED] 29 3.11 CLOSEOUT ACTIVITIES [NOT USED] 30 312 PROTECTION [NOT USE, 31 3.13 MAINTENANCE [NOT USED] 32 3.14 ATTACHMENTS [NOT USED] 33 34 35 CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised December 20, 2012 SMALL DIAMETER WATER MAIN EXTENSIONS, REPLACEMENTS & RELOCATIONS CONTRACT 2019 City Project No. 102197 33 05 I4 - 8 ADJUSTING MANHOLES, INLETS, VALVE BOXES, AND OTHER STRUCTURES TO GRADE Page S of 8 END OF SECTION Revision Log DATE NAME SUMMARY OF CHANGE 1.2.A —Pay item added for a maj or 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 CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised December 20, 2012 SMALL DIAMETER WATER MAIN EXTENSIONS, REPLACEMENTS & RELOCATIONS CONTRACT 2019 City Project No. 102197 33 12 10-1 WATER SERVICES I -INCH TO 2-INCH Page I of 18 SECTION 33 1210 WATER SERVICES 1-INCH TO 2-INCH PART1- GENERAL 1.1 SUMMARY A. Section Includes: 1. Lead-free 1-inch to 2-inch water service lines from the water main to the right-of- way, fittings and water meter boxes complete in place, as shown on the Drawings, directed by the Engineer, and specified herein for: a. New Water Service b. New Water Service (Bored) c. Water Motor Service Relocate d. Private Water Service B. Deviations from this City of Fort Worth Standard Specification The relocation, replacement or reconnection of water services will be required as shown on the plans and/or as described in these Special Contract Documents in addition to those located in the field and identified by the Engineer. 1.2 PRICE AND PAYMENT PROCEDURES A. Measurement and Payment 1. New Water Service b) Payment for all work and materials such as tap saddle, corporation stops and fittings shall be included in the price bid for Service Taps to Main. Payment for all work and materials such as furnishing and setting new meter box shall be included in the price bid for furnish and set meter box. Payment for all work and materials such as backfill, fittings, type K copper tubing and curb stop with.lock wings shall be included in the Linear Foot price bid for service line from main to meter, five (5) feet behind the meter. 3. Water Meter Service Reconnect b) Payment 1. No additional compensation will be given in Miscellaneous Contracts for water service reconnections. CITY OF FORT WORTH SMALL DIAMETER WATER MAIN STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS EXTENSIONS, REPLACEMENTS & Revised February 14, 20I7 RELOCATIONS CONTRACT 2019 City Project No. 102197 331210-2 WATER SERVICES I -INCH TO 2-INCH Page 2 of 18 5. Multiple Service Branches When multiple service branches are required the contractor shall furnish approved factory manufactured branches. Payment for multiple service branches will include furnishing and installing the multiple service branch only and all other costs will be included in other appropriate bid item(s). C. Products Installed but not Furnished Under this Section 1. Water meters for various sizes D. Related Specification Sections include, but are not necessarily limited to: I . Division 0 — Bidding Requirements, Contract Forms and Conditions of the Contract 2. Division 1 — General Requirements 3. Section 33 04 40 Cleaning and Acceptance Testing of Water Mains 4. Section 33 05 10 — Utility Trench Excavation, Embedment and Backfill 5. Section 33 12 25 — Connection to Existing Water Mains 1..2 PR)10E AND PAYMENT PROCEDURES A. Measurement and Payment 1. New Water Service a. Measurement 1) Measurement for this Item shall be per each new "Water Service" complete in place from the tap of the main to the installation of the meter box and associated appurtenances where the service line is installed by open cut construction. b. Payment 1) The work performed and materials furnished in accordance with this Item and measured as provided under "Measurement" will be paid for at the unit price bid per each "Water Service" installed for: a) Various sizes c. The price bid shall include: 1) Furnishing and installing New Service Line as specified by the Drawings 2) Submitting product data 3) Tapping saddle 4) Corporation stop 5) Curb stop 6) Fittings 7) Service line installed by open cut 8) Connection to meter 9) Meter Box and Lid 10) Pavement removal 11) Excavation 12) Hauling 13) Disposal of excess material CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised February 14, 2017 SMALL DIAMETER WATER MAIN EXTENSIONS, REPLACEMENTS & RELOCATIONS CONTRACT 2019 City Project No. 102197 33 12 10 - 3 WATER SERVICES I -INCH TO 2-INCH Page 3 of IS 14) Surface Restoration associated with Meter Box installation and connection, excluding grass (seeding, sodding or hydro -mulch paid separately) 15) Clean-up 16) Disinfection 17) Testing 2. New Bored Water Service a. Measurement 1) Measurement for this Item shall be per each new Water Service complete in place from the tap of the main to the installation of the meter box and associated appurtenances where the service line is installed by trenchless method. b. Payment 1) The work performed and materials furnished in accordance with this Item and measured as provided under "Measurement" will be paid for at the unit price bid per each `Bored Water Service" installed for: a) Various sizes c. The price bid shall include: 1) Submitting product data 2) Tapping saddle 3) Corporation stop 4) Curb stop 5) Fittings 6) Service line installed by trenchless method 7) Connection to meter 8) Meter Box and Lid 9) Pavement removal 1 0) Excavation 11) Hauling 12) Disposal of excess material 13) Surface restoration associated with Meter Box installation and connection, excluding grass (seeding, sodding or hydro -mulch paid separately) 14) Clean-up IS) Disinfection 16) Testing 3. Water Meter Service Reconnect a. Measurement 1) Measurement for this Item shall be per each Water Meter Service Reconnect complete in place from public service line connection to private service line connection. b. Payment 1) The work performed in conjunction with relocation of the meter, associated private service Iine, fittings and meter box 5 feet or less in any direction from centerline of existing meter location and the materials furnished in accordance with this Item will be paid for at the unit price bid per each "Water Meter Service, Reconnection" installed for: a) Various size of services c. The price bid shall include: 1) Private service line CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised February 14, 2017 SMALL DIAMETER WATER MAIN EXTENSIONS, REPLACEMENTS & RELOCATIONS CONTRACT 2019 City Project No. 102197 33 12 10-4 WATER SERVICES 1-INCH TO 2-INCH Page 4 of 18 2) Fittings 3) Private connection to water meter 4) Connection to existing private service line 5) Cut and crimp of existing service 6) Removal and Disposal or Salvage of existing 2-inch or smaller water meter, as directed by City 7) Pavement removal 8) Excavation 9) Hauling 10) Disposal of excess material 11) Surface restoration for area disturbed for installation of meter box, excluding grass (seeding, sodding or hydro -mulch paid separately) 12) Clean-up 13) Cleaning 14) Disinfection 15) Testing 4. Private Water Service Relocation a. Measurement 1) Measurement for this Item shall be per Iinear foot of Private Service relocation complete in place from the meter box to a connection to the existing service line on private property. b. Payment 1) The work performed in conjunction with Private Service Line installation where the meter and meter boxes are moved more than 5 feet in any direction from centerline of existing meter location and materials furnished in accordance with the Item and measured as provided under "Measurement" will be paid for at the unit price bid per linear foot of "Private Water Service" performed for: a) Various service sizes c. The price bid shall include: 1) Obtaining appropriate permit 2) Obtaining Right of Entry 3) Submitting product data 4) Private service line 5) Fittings 6) Backflow preventcr, check valve, and isolation valve relocation, if applicable 7) Connection to existing private service line 8) Pavement removal and replacement 9) Excavation 10) Hauling 11) Disposal of excess material 12) Surface restoration, excluding grass (seeding, sodding or hydro mulch paid separately) 13) Clean-up 14) Cleaning 15) Disinfection 16) Testing CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised February 14, 2017 SMALL DIAMETER WATER MAIN EXTENSIONS, REPLACEMENTS & RELOCATIONS CONTRACT 2019 City Project No. 102197 33 12 10 - 5 WATER SERVICES 1-INCH TO 2-TNCH Page 5 of 1S 1.3 REFERENCES A. Definitions 1. New Service a. Installation of new 1-inch to 2-inch Water Service Line by open cut construction from the water main to the right-of-way, including corporation stop, curb stop, fittings and water meter boxes complete in place, as shown on the Drawings. 2. New Service (Bored) a. Installation of new 1 -inch to 2-inch Water Service Line by trenchless construction method from the water main to the right-of-way, including corporation stop, curb stop, fittings and water meter boxes complete in place, as shown on the Drawings. 3. Meter Service Reconnection a. Relocation and reconnection of the private service line from an existing meter to be abandoned and a new meter installed that Iies within 5 feet of the existing meter. 4. Private Service Relocation a. Relocation and reconnection of private service line behind the water meter where the existing meter to be abandoned and the new meter installed is greater than 5 feet of the existing meter. A licensed plumber is required to relocate the private service. 5. Lead-free a. Lead-free pipes and plumbing fittings and fixtures shall contain less than 0.25 percent lead in accordance with the reduction of Lead in Drinking Water Act (P.L. 111-380). B. Reference Standards 1. Reference standards cited in this Specification refer to the current reference standard published at the time of the latest revision date logged at the end of this Specification, unless a date is specifically cited. 2. ASTM International (ASTM): a. A48, Standard Specification for Gray Iron Castings. b. A536, Standard Specification for Ductile Iron Castings. c. B88, Standard Specification for Seamless Copper Water Tube. d. B98, Standard Specification for Copper -Silicon Alloy Rod, Bar and Shapes. e. C131, Standard Specification for Resistance to Degradation of Small -Size Coarse Aggregate by Abrasion and Impact in the Los Angeles Machine. £ C150, Standard Specification for Portland Cement. g. C330, Standard Specification for Lightweight Aggregates for Structural Concrete. h. C857 (RL), Standard Practice for Minimum Structural Design Loading for Underground Precast Concrete Utility Structures i. D883, Standard Terminology Relating to Plastics. j. D 1693, Standard Test Method for Environmental Stress -Cracking of Ethylene Plastics 3, American Water Works Association (AWWA): a. C700, Cold -Water Meters - Displacement Type, Bronze Main Case_ CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised February 14, 2017 SMALL DIAMETER WATER MAIN EXTENSIONS, REPLACEMENTS & RELOCATIONS CONTRACT 2019 City Project No. 102197 331210-6 WATER SERVICES I -INCH TO 2-INCH Page 6 of 18 b. C800, Underground Service Line Valves and Fittings. 4. NSF International (NSF): a. 61, Drinking Water System Components -Health Effects. 5. Reduction of Lead in Drinking Water Act a. Public Law 111-380 (P-L. 111-380) 6. General Services Administration (GSA): a. RR-F-621E, Frames, Covers, Gratings, Steps, Sump and Catch Basin, Manhole 1.4 ADMINISTRATIVE REQUIREMENTS A. Scheduling 1. Provide advance notice for service interruptions and meet requirements of Division 0 and Division 1. 1.5 SUBMITTALS A. Submittals shall be in accordance with Section 01 33 00 B. All submittals shall be approved by the City prior to delivery. 1.6 ACTION SUBMITTALSIINFORMATIONAL SUBMITTALS A. Product Data, if applicable: 1. Tapping Saddle 2. Corporation stop 3. Curb Stop 4. Service Line 5, Meter Box 6. Meter Box Lid B. Certificates and Test Reports 1. Prior to shipment of any Water Service components, the manufacturer shall submit the following: a. A Certificate of Adequacy of Design stating that the components to be furnished comply with all regulatory requirements identified in this Section including: 1) The Reduction of Lead in Drinking Water Act (P.L. 111-380) 2) AWWA C800 3) NSF 61 1.7 CLOSEOUT SUBMITTALS [NOT USED] 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 1.9 QUALITY ASSURANCE A. Qualifications 1. Manufacturers a. Water Services shall meet or exceed the latest revisions of AWWA C800, NSF 61, the Reduction of Lead in Drinking Water Act and shall meet or exceed the requirements of this Specification. CITY OF FOXr WORTH SMALL DIAMETER WATER MAIN STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS EXTENSIONS, REPLACEMENTS & Revised February 14, 2017 RELOCATIONS CONTRACT 2019 City Project No. 102197 33 12 10 - 7 WATER SERVICES 1-INCH TO2-INCH Page 7 of 18 1.10 DELIVERY, STORAGE, AND HANDLING A. Storage and Handling Requirements I. Protect all parts such that no damage or deterioration will occur during a prolonged delay from the time of shipment. until installation is completed and the units and equipment are ready for operation. 2. Protect all equipment and parts against any damage during a prolonged period at the site. 3. Prevent plastic and similar brittle items from being directly exposed to sunlight or extremes in temperature. 4. Secure and maintain a location to store the material in accordance with Section 01 6600. 1.11 FIELD [SITE] CONDITIONS [NOT USED] 1.12 WARRANTY [NOT USED] PART 2 - PRODUCTS 2.1 OWNER -FURNISHED PRODUCTS A. Water meters for various sizes 2.2 EQUIPMENT, PRODUCT TYPES, AND MATERIALS A. Manufacturers 1. Only the manufacturers as listed on the City's Standard Products List will be considered as shown in Section. 0160 00. a. The manufacturer must comply with this Specification and related Sections. 2. Any product that is not listed on the Standard Products List is considered a substitution and shall be submitted in accordance with Section 0125 00. 3. The Water Services and appurtenances shall be new and the product of a manufacturer regularly engaged in the manufacturing of Water Services and appurtenances having similar service and size. B_ Description 1, Regulatory Requirements a. All materials shall conform to the Reduction of Lead in Drinking Water Act (P.L. 111-380). This Act defines "Lead-free" for pipes and other appurtenances to be less than 0.25 percent lead. b. Water Services shall meet or exceed the latest revisions of AW WA C800 and shall meet or exceed the requirements of this Specification. c. All Water Services components in contact with potable water shall conform to the requirements of NSF 61. C. Materials/Design Criteria 1. Service Lines a. Provide Type K Copper Tubing per ASTM B88. CITY OF FORT WORTH SMALL DLU4ETER WATER MAIN STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS EXTENSIONS, REPLACEMENTS & Revised February 14, 2017 RELOCATIONS CONTRACT 2019 City Projed No. 102197 331210-8 WATER SERVICES 1-INCH TO 2-INCH Page 8 of 18 b. Furnish in the annealed conditions, unless otherwise specified in the Contract Documents. 2. Service Couplings a. Fitting Ends 1) Flared Copper Tubing with thread dimensions per AWWA C800 2) Provide coupling nuts with a machined bearing skirt of a length equal to the tubing outer diameter (O.D.). b. Provide with hexagonal wrench grip compatible with the coupling size. c. Provide lead-free service couplings in accordance with the Reduction of Lead in Drinking Water Act. 3. Corporation stops a. Provide brass castings per AWWA C800 for: 1) Bodies 2) Plugs 3) D washers 4) Bottom nuts b. Machining and Finishing of Surfaces 1) Provide 1 'K inch per foot or 0.1458 inch per inch =L 0,007 inch per inch taper of the seating surfaces for the key and body. 2) Reduce large end of the tapered surface of the key in diameter by chamfer or turning for a distance that will bring the Iargest end of the seating surface of the key into the largest diameter of the seating surface of the body. 3) Relieve taper seat in the body on the small end. 4) Extend small end of the key there -through to prevent the wearing of a shoulder and facilitate proper seating of key. 5) Design key, key nut and washer such that if the key nut is tightened to failure point, the stem end of the key shall not fracture. 6) Design nut and stem to withstand a turning force on the nut of at least 3 times the necessary effort to properly seat the key without failure in any manner. 7) Port through corporation stop shall be full size to eliminate turbulence in the flow way. 8) Design stop for rotation about the axis of the flow passageway inside the following minimum circles in order to properly clear the tapping machine: a) Two 7/8-inch for 1-inch corporation stops b) Four IS/ I6-inch for I %2 -inch and 2-inch corporation stops c. Provide lead-free corporation stops in accordance with the Reduction of Lead in Drinking Water Act. 4. Curb Stops a. Provide brass castings per AWWA C800. b. Valve plugs shall be: 1) Cylinder type 2) Plug type, or 3) Ball type c. Incorporate full flow porting. d. Provide for full 360 degree plug rotation clockwise or counterclockwise. e. Overall Length 1) 3-5/16 inch ± 1/8 inch for 1-inch diameter CITY OF FORT WORXH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised February 14, 2017 SMALL DIAMETER WATER MAIN EXTENSIONS, REPLACEMENTS & RELOCATIONS CONTRACT 2019 City Project No. I02197 331210-9 WATER SERVICES 1-INCH TO 2-INCH Page 9 of 18 2) 4-1/32 inch + 9.32 for l-inch diameter £ Cylindrical Plug Type 1) Provide 0-ring seal at top and bottom. a) 0-ring at top only is acceptable if bottom of curb stop body is closed. 2) Seals shall be Buna N. 3) 1 0-ring seal shall surround the outlet port of the curb stop and act to effectively seal in the closed position. 4) The port in the plug shall provide a straight through, full size flow way, so shaped as to eliminate turbulence. 5) AlI waterways shall be smooth and free of burrs or rough areas. 6) Design the curb stop to provide ease and accuracy of operation and positive shut-off of water. g. Tapered Plug Type 1) Provide 0-ring seal at top and bottom. 2) The tapered plug and cylindrical recess in the valve body shall be machined to match within approved manufacturing tolerances. 3) hllet and outlet ports shall be sealed by 0-rings or combination Teflon U- shaped seal rings backed with 0-rings. 4) The port in the plug shall provide a straight through, full size flow way, so shaped as to eliminate turbulence. 5) All waterways shall be smooth and free of burrs or rough areas. 6) Design the curb stop to provide ease and accuracy of operation and positive shut-off of water. h. Ball Plug Type 1) Provide double 0-ring seals on the stem. 2) The ball shall seal against rubber rings mounted in the valve body at the inlet and outlet ports. 3) The ball shall be bronze with a smooth Teflon coating. 4) The port in the plug shall provide a straight through, full size flow way, so shaped as to eliminate turbulence. 5) All waterways shall be smooth and free of burrs or rough areas. i. Provide lead-free curb stops in accordance with the Reduction of Lead in Drinking Water Act. 5. Straight Adapters a. Brass castings and threads per AWWA C800 b. Provide lead-free straight adapters in accordance with the Reduction of Lead in Drinking Water Act. 6. Three Part Copper Unions a. Brass castings and threads per AWWA C800 b. Provide lead-free Three Part Copper Unions in accordance with the Reduction of Lead in Drinking Water Act. 7. Straight Meter Couplings a. Brass castings per AWWA C800 b. Threads per AWWA C700 c. Tailpiece with outside iron pipe thread d. Chamfer corners on threaded end of meter nut. e. Machine inside and outside of tailpiece. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised February 14, 2017 SMALL DIAMETER WATER MAIN EXTENSIONS, REPLACEMENTS & RELOCATIONS CONTRACT 2019 City Project No. 102197 331210-10 WATER SERVICES I -INCH TO 2-INCH Page 10 of 18 f. Provide lead-free Straight Meter Couplings in accordance with the Reduction of Lead in Drinking Water Act. 8. Branch Connections a. Brass castings per AWWA C800 b. Inlet and outlet connections per AWWA C800 c. Provide lead-free branch connections in accordance with the Reduction of Lead in Drinking Water Act. 9. Service Saddles a. Castings 1) Brass or Nylon coated ductile iron castings per AWWA C800 2) Free of porosity with sharp edges removed 3) Saddle a) Form to fit firmly against side of maximum diameter of water main with approximately 180 degrees wrap around. 4) Outlet a) Design outlet boss for no thread distortion by bending moments. b) Tapped for taper threaded corporation stop conforming to AWWA C800. b. Straps 1) Conform to ASTM B98. 2) Form flat to fit uniformly against the wall of the water main. 3) Shall be double straps 4) Rod diameter not less than 5/8 inch flattened to I inch on one side. 5) Straps shall be threaded 5/8 inch (I I-NC-2A) for a distance such that'/2 inch remains after clamp is fully tightened on the pipe. 6) Chamfer strap ends to protect the starting threads. 7) The threads shall be full and free from shear. 8) 4-inch and Iarger pipe shall be in accordance with Section 33 12 25. c. Nuts 1) Bronze material a) Same material as straps 2) Dimensions equal to or larger than heavy hexagon nuts 3) Tapped 5/8 inch (1I-NC-2B) d. Gaskets 1) Neoprene rubber material 2) Cemented to saddle and positioned to facilitate installation 10. Brass Flanged Angle Valve a. For 1 '/2-inch and 2-inch services b. Brass castings per AWWA C800 c. Valve Body with integral outlet flange and inlet wrenching flat d. Fit together key and body by turning key and reaming body 1) Key with O-ring seal seat at the upper end 2) Lap key and body seat are to conform to corporation stop requirements of this Specification. 3) The outlet flange shall contain an O-ring seat or a uniform flat drop -in flange gasket surface. 4) Drop -in flange gasket surface shall contain gasket retaining grooves milled circular about the axis of the flange. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised February 14, 2017 SMALL DIAMETER WATER MAIN EXTENSIONS, REPLACEMENTS & RELOCATIONS CONTRACT 2019 City Project No. 102197 33 12 10 - 11 WATER SERVICES I -INCH TO 2-INCH Page 11 of I8 5) The size of the outlet flange and the diameter and spacing of the bolt holes shall conform to AWWA C700. 6) The flange on 2-inch angle valves shall be double drilled to permit connection to I % -inch meters. 7) The inlet port of the valve shall be tapered to conform to AWWA C800 taper pipe thread. 8) The key cap shall include a wrenching tee marked with a raised or recessed arrow to show whether the valve is open or closed. 9) Valve Assembly (main body, key, key cap) a) Brass material per AWWA C800 b) 0-ring seal on the top of the key between the key and body seat c) Key cap shall complete the assembly by attaching to the key by means of a strong bronze pin with phosphor bronze spring washer(s) depressed between the key cap and the top of the valve main body. d) Provide with padlock wings for locking the valve in the closed position. e) There shall be a uniform application of cold water valve grease between the body and the key. f) The valve shall be capable of being easily opened and stopping lugs. g) The waterway through the valve shall be smooth and rounded for minimum pressure loss, and shall be free of burrs or fins. h) The valve shall be strong, well designed, neat in appearance, water- tight and entirely adequate for the intended purpose. i) Provide with either a high quality rubber drop -in gasket or an 0-ring seal depending on the manufacturer's flange seal surface design choice. e. Provide lead-free brass flanged angle valves in accordance with the Reduction of Lead in Drinking Water Act. 11. Meter Boxes shall: a. Be constructed of: 1) Polymer, black polyethylene material as defined in ASTM D883. a) Minimum wall thickness of 3/8-inch throughout with no blowing agents or foaming plastics b) Body shall be black throughout, blended at the time of manufacture, and shall have a molded recycled emblem with a minimum of 35 percent Post Industrial/ Pre Consumer Recycled Content- verified with a Leed Product Documentation. c) Have a tensile strength greater than 1700 pounds per square inch (psi). d) Smooth edges and corners and be free from sharp edges so the unit can be handled safely without gloves. c) Exterior free from seams or parting lines. f) Have crush resistant ribbing along the outside of the box. g) Have a flange around the lid opening to help prevent settling and aide in adjustment to grade. h) Not to be installed in roadway — designed to withstand loading in non - deliberate and incidental traffic only. 2) Concrete a) Frame of No. 6 gauge wire welded closed b) Type I or Type TI Portland cement, in accordance with ASTM C 150, portioned with lightweight aggregate, in accordance with ASTM C330 (1) Percentage of wear not to exceed 40 per ASTM C131 CITY OF TORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised February 14, 2017 SMALL DIAMETER WATER MAIN EXTENSIONS, REPLACEMENTS & RELOCATIONS CONTRACT 2019 City Project No. 102197 33 12 10 - 12 WATER SERVICES I-INCII TO 2-INCH Page 12 of 18 (2) Minimum 28 day compressive strength of 3,000 psi b. Be able to withstand a minimum 15,000 pounds vertical load c. Withstand a minimum 400 pounds sidewall load. d. Have pipe holes measuring a minimum of 2-1/2" x 3-1/4". e. l -inch Standard Meter Box (Class A) 1) For use with services utilizing 5/8-inch x %-inch, %-inch or 1-inch meter Single or Dual service meter. 2) Polymer a) Size: working of not less than 10 inches x 16 inches, 12 inches high 3) Concrete a) Size: working area not less than 10-inches x 16-inches, 12 inches high f. 2-inch Standard Meter Box (Class C) 1) For use with services utilizing 1-1/2-inch or 2-inch Single service meter. 2) Polymer a) Size: working area not less than 14-inches x 28-inches, 12 inches high 3) Concrete a) Size: working area not less than 15-inches x 26-1/2-inches, 12 inches high g. Bullhead Standard Meter Box (Class B) 1) For use with services utilizing two 5/8-inch x %-inch or 3/a-inch or 1-inch Single service meter. 2) Polymer a) Size: working area not less than 15-inches x 18-inches, 12 inches high 3) Concrete a) Size: working area not less than 15-inches x 18-inches, 12 inches high 12. Meter Box Lid a. Meter Box Lids Shall: 1) Be solid throughout with reinforcing ribs. 2) Have City of Fort Worth `Molly' logo molded into the lid. 3) Bear the Manufacturer's IS (name or logo) and Country of Origin. 4) Be designed both with and without AMI receptacles 5) Have a molded tread -plate 6) Seat securely and evenly inside the meter box and shall not overlap the top edge of the meter box. 7) Have a molded pick bar for use by meter reading tool. 8) Have Automated Meter Infrastructure (AMI) snap locking slide mounts for number of meters/endpoints associated with meter box 9) Have an opening to accept the AMI end -point. Opening shall accommodate an endpoint with a 1-7/8 inches diameter. 10) Have recessed AMI end point area, to alleviate a trip hazard, centered over AMI slide mount. Recess area should be 4-1/2 inches in diameter and 3/8" deep. 11) Have built-in anti -flotation devices. b. Cast Iron or Ductile Iron 1) Lids for Concrete Meter Boxes shall be constructed out of a cast iron and meet RRF-621 specification. 2) Shall withstand a minimum vertical load of 15,000 pounds CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised February 14, 2017 SMALL DIAMETER WATER MAIN EXTENSIONS, REPLACEMENTS & RELOCATIONS CONTRACT 2019 City Project No. 102197 33 12 10 - I3 WATER SERVICES 1-INCH TO 2-INCH Page 13 of 18 3) Coat castings with a bituminous emulsified asphalt unless otherwise specified in the Contract Documents, ground smooth, and cleaned with shot blasting, to get a uniform quality free from strength defects and distortions. 4) Dimensions shall be within industry standards of f 1/16 inch per foot. 5) Shall have a plug inserted in to the AMl receptacle to avoid water entering through opening until the AMl receptacle is used 6) Be a minimum of 1-3/4 inches thick at reinforcing ribs. 7) Casting weigbts may vary �5 percent from drawing weight per industry standards. c. Plastic(Composite) 1) The lid shall : a) Constructed of Engineered Plastic as defined in ASTM D883 (1) Have a molded recycled emblem with a minimum of 50 percent Post Consumer Recycled and 50 percent Post Industrial/ Pre Consumer Recycled Content- verified with a Leed Product Documentation. (2) Be designed to fit a concrete box/east iron box in retrofit . instaIlations. (3) Have a tensile strength greater than 1700 psi. (4) Have a `knock -out" plug to accept the AMl end- point. Knock -out diameter shall be 1-7/8 inch diameter. A removable plug may be substituted for the knock -out plug. (5) Be constructed out of a composite material blend for maximum durability and corrosion resistance. (6) Be black throughout with no blowing agents or foaming plastics (7) Smooth edges and corners and be free from sharp edges so the unit can be handled safely without gloves. (8) Exterior free from seams or parting lines. (9) Hava a molded tread -pattern- tread dimensions shall be .188-inch x .93 8-inch x .150-inch deep. (10) Have "City of Fort Worth" molded into the lid. (I I) Have "Water Meter" molded into the lid- Font shall be standard Fadal CNC font with 1-inch characters x .150-inch deep. (12) Have a molded pick hole pocket- dimensions shall be 3-inch x 9/16-inch x Thru Hole with 3/16-inch 304 stainless steel rod. (13) Have 2 pieces of %2-inch rebar located in lid pockets for locatability as shown in Drawings. (14) Have location capability using metal detector. b) Domestic Manufacture Only -Made in USA molded on Lid. c) Not to be installed in roadway or parking area d) Be designed to withstand H 10 loading for non -deliberate and incidental traffic only as . e) Have ultraviolet protection. 2) 1-inch Standard Plastic Meter Box Lid (Class A) a) For use with services utilizing 5/8-inch x 3/4-inch, %-inch or 1-inch meter Single or Dual service meter. b) Size: I1-7/8-inch x 17-7/8-inch, 1-1/2 inches high c) For use with Class A Standard Meter Box. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised February 14, 2017 SMALL DIAMETER WATER MAIN EXTENSIONS, REPLACEMENTS & RELOCATIONS CONTRACT 2019 City Project No. 102197 33 12 10 - 14 WATER SERVICES 1-INCH TO 2-INCH Page 14 of 18 d) Polymer lid shall seat evenly inside meter box and shall not overlap the top edge of the meter box. 3) 2-inch Standard Plastic Meter Box Lid (Class C) a) For use with services utilizing 1-1/2-inch or 2-inch Single service meter. b) Size 27-inches x 15-1/4-inches, 1-7/8 inches high c) For use with Class C Standard Meter Box. d) Polymer lid shall seat evenly inside meter box and shall not overlap the top edge of the meter box. 4) Bullhead Standard Plastic Meter Box Lid (Class B) a) For use with services utilizing two 5/8-inch x 3/4-inch or 3/4-inch or f- inch Single service meter: b) Size: 16-5/8-inch x 14-5/8-inch, 1-3/4 inches high c) For use with Class B Standard Meter Box. d) Polymer Iid shall seat evenly inside meter box and shall not overlap the top edge of the meter box. 13. Horizontal Check Valve a. Equip 1 lh-inch and 2-inch Water Services with a horizontal check valve, with pipe plug, only if specified in the Drawings. b. If an existing backflow preventer is present, the Contractor is to leave it, and is not required to provide an additional horizontal check valve. c. Provide Iead-free horizontal check valves in accordance with the Reduction of Lead in Drinking Water Act. 14. Service Marker a. 3 inch wide, 5 mil blue vinyl tape 2.3 ACCESSORIES ]NOT USED] 2.4 SOURCE QUALITY CONTROL A. Tests and Inspections At the City's option, the manufacturer shall be required to provide certification records showing conformance of materials, design and testing to these Specifications. The test procedures shall conform to AWWA C800. a. In the event that a chosen valve fails the City's hydrostatic test, the cost of the test shall be at the expense of the supplier. b. Proof testing of the remainder of the valves shall be at the cost and responsibility of the supplier. c. These tests will be the basis of acceptance or rejection of the remainder of the shipment by the City. The City reserves the right to select products at random for testing. The failure of materials to conform to the applicable Specification may result in the rejection of the entire shipment. B. Marking 1. Service saddle castings shall be clearly marked by letters and numerals cast thereon showing: a. Manufacturer's name CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised February 14, 2017 SMALL DIAMETER WATER MAIN EXTENSIONS, REPLACEMENTS & RELOCATIONS CONTRACT 2019 City Project No. 102197 33 12 10 - 15 WATER SERVICES 1-INCH TO 2-INCH Page 15 of 18 b. Type C. Size of Pipe PART 3 - EXECUTION 3.1 INSTALLERS A. A licensed plumber is required for installations on the outlet side of the service meter. 3.2 EXAMINATION [NOT USED] 3.3 PREPARATION [NOT USED] 3.4 INSTALLATION A. General 1. Install Water Services and appurtenances in accordance with AWWA C800. 2. Install Water Service Lines 5 feet north or east of center of lot frontage on lots 75 feet or wider, or where shown on Drawings. 3. InstaIl Water Service Lines on lot center line on lots Iess than 75 feet wide, unless otherwise shown on the Drawings. 4. Install services at a minimum depth of 36 inches below final grade/proposed top of curb, unless otherwise specified in the Contract Documents. 5. Perform leak tests in accordance with Section 33 04 40. 6. Replace existing %-inch Service Lines with 1-inch new Service Line, tap, and corporation. 7. Install replaced or relocated services with the service main tap and service line being in line with the service meter, unless otherwise directed by the City. S. Excavate, embed and backfill trenches in accordance with Section 33 05 10. B. Handling 1. Haul and distribute Service Lines fittings at the project site and handle with care to avoid damage. a. Inspect each segment of Service Line and reject or repair any damaged pipe prior to lowering into the trench. b. Do not handle the pipe in such a way that will damage the pipe. 2. At the close of each operating day: a. Keep the pipe clean and free of debris, dirt, animals and trash -- during and after the Iaying operation. b. Effectively seal the open end of the pipe using a gasketed night cap. C. Service Line Installation I. Service Taps a. Only ductile iron pipe may be directly tapped. b. Install service taps and/or tap assemblies of the specified size as indicated on the Drawings, or as specified by the Engineer. c. Perform taps on a water system that is either uncharged or under pressure. d. Taps consist of 1) For Concrete Pressure Pipe or Steel Pipe CITY OF FORT WORTH SMALL DIAMETER WATER MAIN STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS EXTENSIONS, REPLACEMENTS & Revised February 14, 2017 RELOCATIONS CONTRACT 2019 City Project No. 102197 331210-16 WATER SERVICES 1-INCH TO 2-INC14 Page 16 of 18 a) Standard internal pipe threaded holes in the pipe walls (1) Made during pipe fabrication (2) Provide tapered threaded outlet with cc threads for up to 2-inch. (3) Provide flange outlet with flange to thread insulator adaptor kits for 4-ineb and larger taps. 2) Other pipe materials a) Bronze service clamp with a sealed, threaded port through which the pipe wall is drilled to complete a service port Tap Assemblies 1) Consist of corporation stop with iron to copper connection attached to: a) Copper tubing terminating as shown on the City's Standard Detail b) May be required adjacent to gate valves c) Install as shown on the Drawings, or as directed by the Engineer. d) When required, shall be included in the unit price bid for installing gate valve. 2) Chlorination and testing purposes a) No separate payment will be made for taps required for testing and chlorination. 2. Installation of Water Services a. Install tap and Service Line in accordance with City Details. b. InstaIl meter box in accordance with City Details. 1) Adjustment of the Service Line to proper meter placement height shall be considered as part of the Meter Box installation. 3. Trenching a. Provide a trench width sufficiently wide to allow for 2 inches of granular embedment on either side of the Service Line. 4. Bored Services a. Services shall be bored utilizing a pilot hole having a diameter 1/z inch to 3/4 inches larger than the Service Line. 5. Arrangement a. Arrange corporation stops, branches, curb stops, meter spuds, meter boxes and other associate appurtenances as shown in the City Detail, and to the approval of the Engineer. Service Marker a. When Meter Box is not installed immediately subsequent to service installation: 1) Mark Curb Stop with a strip of blue vinyl tape fastened to the end of the service and extending through the backfill approximately 6 inches above ground at the Meter Box location. b. Installation of service taps only: 1) Attach service marker tape to the corporation stop or plug and extend upward and normal to the main through the backfill at the adjacent trench edge to at least 6 inches above ground to flag the tap Iocation. 7. Corporation stops a. Fully open corporation stop prior to backfill. D. Removal of Existing Water Meters 1. Remove, tag and collect existing Water Service meter for pickup by the City for reconditioning or replacement. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised February 14, 2017 SMALL DIAMETER WATER MAIN EXTENSIONS, REPLACEMENTS & RELOCATIONS CONTRACT 2019 City Praj�ct No. 102197 33 12 10 -17 WATER SERVICES 1-INCH TO 2-INCH Page 17 of 18 2. After installation of the Water Service in the proposed location and receipt of a meter from the City inspector, install the meter. 3. Reset the meter box as necessary to be flush with existing ground or as otherwise directed by the City. 4. All such work on the outlet side of the service meter shall be performed by a licensed plumber. 3.5 REPAIR / RESTORATION [NOT USED] 3.6 RE -INSTALLATION [NOT USED] 3.7 FIELD [oR] SITE QUALITY CONTROL A. Field Tests and Inspections 1. Check each Water Service installation for leaks and full flaw through the curb stop at the time the main is tested in accordance with Section 33 04 40. 3.8 SYSTEM STARTUP [NOT USED] 3.9 ADJUSTING [NOT USED] 3.10 CLEANING [NOT USED] 3.11 CLOSEOUT ACTIVITIES [NOT USED] 3.12 PROTECTION [NOT USED] 3.13 MAINTENANCE [NOT USED] 3.14 ATTACHMENTS [NOT USED] END OF SECTION CITY OF FORT WORTI4 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised February 14, 2017 SMALL DIAMETER WATER MAIN EXTENSIONS, REPLACEMENTS & RELOCATIONS CONTRACT 2019 City Project No. 102197 33 12 10 - 18 WATER SERVICES I -INCH TO 2-INCH Page 18 of 18 Revision Log , DATE NAME SUMMARY OF CHANGE 12/20/2012 D. Johnson Added Blue Text for clarification 1.2 A. -- Revision to items included in price bid Specification modified to be'in accordance with the Reduction of Lead in Drinking Water Act — All materials shall be lead free in accordance with this Act. 1.2.A.3 — Water Meter Service Relocate was renamed Water Meter Service Reconnect I.6.K — added certification submittals for compliance with regulatory requirements 2/13/2013 F. Griffin Added the phrase `, including grass' to lines; Part 1, 1.2.A.Le. 14, Part 1, 1.2.A.2.c.13, Part 1, 1.2.A.2.c.13, Part 1,1.2.A.3.c.11, Partl, 1.2.A.4.c.11 Added the phrase `and replacement' to line Part 1,1.2.AA.c.7 4/26/2013 F. Griffin Revised lines with `including grass' replacing with `excluding grass (seeding, sodding or hydromulching paid separately)' Included in Part 1, 1.2, A, 1, c, 14; Part I, 1.2, A, 2, c, 13; Part 1, 1.2, A, 3, c, 11; Part 1, 1.2, A, 4, 2, 11 6/19/2013 D. Johnson 1.2.A.4.c — Addition of private water service appurtenances relocation to being included in the linear foot price of private water services 11/21/2016 W. Norwood Require meter box suitable for AMI meter. 2.2,C, I I & 2.2,C,12 11/21/2016 W. Norwood Require service saddle with double straps. 2.2,C,9,b 2/14/17 W. Norwood 2.2, C, 9.a.3 Remove table "Fit Contour of pipe..." 2/I4/17 W. Norwood 3.4, C, I.d.(2) Remove nylon sleeve inserts, require cc threads. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised February I4, 2017 SMALL DIAMETER WATER MAIN EXTENSIONS, REPLACEMENTS & RELOCATIONS CONTRACT 2019 City Project No. 102197 1 2 3 PART1- GENERAL 4 1.1 SUMMARY SECTION 3312 11 LARGE WATER METERS 331211-1 LARGE WATER METERS Page 1 of 4 5 A. Section Includes: 6 1. Large Water Meter, Vault, Bypass and Appurtenances (3-inch and Iarger) 7 B. Products Installed but Not Furnished Under This Section 8 1. Water Meter and Strainer 9 C. Deviations from this City of Fort Worth Standard Specification 10 1.2 PRICE AND PAYMENT PROCEDL)2ES 11 A. Measurement and Payment 12 3. The price bid shall include: 13 b. Precast concrete vault and appurtenances, or poured in place vaults. 14 D. Related Specification Sections include, but are not necessarily limited to: 15 1. Division 0 Bidding Requirements, Contract Forms, and Conditions of the 16 Contract 17 2. Division I — General Requirements 18 3. Section 03 80 00 — Modifications to Existing Concrete Structures 19 4. Section 33 06 16 — Concrete Water Vaults 20 5. Section 33 11 10 —Ductile Iron Pipe 21 6. Section 33 11 11 —Ductile Iron Fittings 22 7. Section 33 12 10 — Water Services I -inch to 2-inch 23 8. Section 33 12 20 — Resilient Seated Gate Valve 24 9. Section 33 12 50 — Water Sample Stations 25 1.2 PRICE AND PAYMENT PROCEDURES 26 A. Measurement and Payment 27 1. Measurement 28 a. Measurement for this Item shall be per each. 29 b. Measurement includes meter, vault, piping, appurtenances, and bypass line 30 (from upstream tee to downstream tee). 31 1) Piping upstream of bypass line tee is measured and paid separately as water 32 pipe, by size. 33 2) Piping downstream of bypass line tee is measured and paid separately as 34 water pipe, by size. 35 a) Any licensing requirements for plumbing installation are included in 36 this item's measurement. CITY OF FORT WORTH SMALL DIAMETER WATER MAIN STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS EXTENSIONS, REPLACEMENTS & Revised December 20, 2012 RELOCATIONS CONTRACT 2019 City Project No. 102197 33 12 11 - 2 LARGE WATER METERS Page 2 of 4 1 2. Payment 2 a. The work performed and the materials furnished in accordance with this Item 3 shall be paid for at the unit price bid per each "Water Meter and Vault" 4 installed for: 5 1) Various meter sizes 6 3. The price bid shall include: 7 a. Excavation 8 b. Pre -cast concrete vault and appurtenances 9 c. Crushed rock foundation 10 d. Access hatch 11 e. Piping and appurtenances 12 f. Fittings 13 g. Horizontal thrust blocking 14 h. Sample station and appurtenances 15 i. Flushing points and appurtenances 16 j. Installation of Compound Water Meter with Strainer 17 k. Reinforced Concrete Pipe Sump 18 1. Reconnection of Service 19 m. Backfill 20 n, Pavement removal 21 o. Hauling 22 p. Disposal of excess material 23 q. Placement and compaction of backfill 24 r. Plumbing Licensing requirements 25 S. Clean-up 26 t. Concrete Filled Steel Pipe Bollards as required 27 u. Surface restoration around perimeter of water meter vault and piping as 28 required. 29 1.3 REFERENCES [NOT USE, 30 1.4 ADMINISTRATIVE REQUIREMENTS [NOT USED] 31 1.5 SUBMITTALS 32 A. All submittals shall be in accordance with Section 0133 00. 33 B. All submittals shall be approved by the City prior to delivery. 34 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS 35 A. Product Data 36 1. Precast Concrete Vault 37 2. Piping 38 3. Sample Station 39 4. Isolation Valves 40 5. Sample Tap and appurtenances 41 6. Hatch 42 1.7 CLOSEOUT SUBMITTALS [NOT USED] CITY OF FORT WORTH SMALL DIAMETER WATER MAIN STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS EXTENSIONS, REPLACEMENTS & Revised December 20, 2012 RELOCATIONS CONTRACT 2019 City Project No. 102197 M 33 12 11 - 3 LARGE WATER METERS Page 3 of 4 1 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 2 1.9 QUALITY ASSURANCE [NOT USED] 3 1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED] 4 1.11 FIELD [SITE] CONDITIONS [NOT USED] 5 1.12 WARRANTY 6 A. Manufacturer Warranty 7 1. Manufacturer's warranty shall be in accordance with Division 1. 8 PART 2 - PRODUCTS 9 2.1 OWNER -FURNISHED [OR] OWNER-SUPPLIEDPRODUCTS [NOT USED] 10 2.2 EQUIPMENT, PRODUCT TYPES, MATERIALS I A. Materials 12 1. Precast Concrete Vault — Conform to Section 33 05 16 13 2. Gate Valves — Conform to Section 33 12 20 14 3. Ductile Iron Pipe — Conform to Section 33 11 10 15 4. Ductile Iron Fittings — Conform to Section 33 11 11 16 5. Sample Station — Conform to Section 33 12 50 17 6. Sample and flushing point taps — Conform to Section 33 12 10 18 7. Hatch —Conform to Section 33 05 16 19 B. Meter and Strainer 20 1. Furnished by City 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 26 A. Evaluation and Assessment 27 1. Verify lines and grades are in accordance to the Drawings. 28 3.3 PREPARATION [NOT USED] 29 3.4 INSTALLATION 30 A. Install vault in accordance with manufacturer's recommendations and in accordance 31 with Section 33 05 16. CITY OF FORT WORT14 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised December 20, 2012 SMALL DIA vIETER WATER MAIN EXTENSIONS, REPLACEMENTS & RELOCATIONS CONTRACT 2019 City Project No. 102197 33 1211 -4 LARGE WATER METERS Page 4 of 4 1 B. Pipe Penetrations 2 1. Conform to Section 03 80 00. 3 C. Meter 4 1. Obtain meter and strainer from City Field Operations Warehouse. 5 3.5 REPAIR / RESTORATION [NOT USED] 6 3.6 RE -INSTALLATION [NOT USED] 7 3.7 FIELD QUALITY CONTROL [NOT USED] 8 3.8 SYSTEM STARTUP [NOT USED] 9 3.9 ADJUSTING [NOT USED] 10 310 CLEANING [NOT USED] 11 3.11 CLOSEOUT ACTIVITIES [NOT USED] 12 3.12 PROTECTION [NOT USED] 13 3.13 MAINTENANCE [NOT USED] 14 3.14 ATTACHMENTS [NOT USED] 15 16 17 END OF SECTION Revision Log DATE NAME SUMMARY OF CHANGE CITY OF FORT WORTH SMALL DIAMETER WATER MAIN STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS EXTENSIONS, REPLACEMENTS & Revised December 20, 2012 RELOCATIONS CONTRACT 2019 City Project No. 102197 331225-1 CONNECTION TO EXISTING WATER MAINS Page I of 8 1 SECTION 33 12 25 2 CONNECTION TO EXISTING WATER MAINS 3 PART1- GENERAL 4 1.1 SUMMARY 5 A. Section includes: 6 1. Connection to existing water mains to include, but not limited to: 7 a. Cutting in a tee for a branch connection 8 b. Extending from an existing water plain 9 c. Installing a tapping sleeve and valve 10 B. Deviations from this City of Fort Worth Standard Specification 11 1.2 PRICE AND PAYMENT PROCEDURES 12 A. Measurement and Payment 13 2. Connection to an existing pressurized Fort Worth Water 14 Distribution System Main that requires a shutdown of some part of 15 the water system: 16 b. Payment 17 1) No additional compensation will be allowed in 18 Miscellaneous Contracts for connecting to existing 19 water mains, it is considered subsidiary to the water 20 pipe being installed. 21 3. Connection to an existing pressurized Fort Worth Water 22 Distribution System Main by Tapping Sleeve and Valve: 23 b. Payment 24 1) No additional compensation will be allowed in 25 Miscellaneous Contracts for tapping sleeves and 26 valves, it is considered subsidiary to the price paid 27 per tap sleeve and valve. 28 29 C. Related Specification Sections include, but are not necessarily limited to: 30 1. Division 0 — Bidding Requirements, Contract Forms, and Conditions of the 31 Contract 32 2. Division I General Requirements 33 3. Section 33 04 40 — Cleaning and Acceptance Testing of Water Mains 34 4. Section 33 05 10 — Utility Trench Excavation, Embedment and Backfill 35 S. Section 33 05 30 — Location of Existing Utilities 36 6. Section 33 11 05 — Bolts, Nuts, and Gaskets CITY OF FORT WORTH SMALL DIAMETER WATER MAIN STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS EXTENSIONS, REPLACEMENTS & Revised February 6, 2013 RELOCATIONS CONTRACT 2019 City Project No. 102197 33 12 25 - 2 CONNECTION TO EXISTING WATER MAINS Page 2 of 8 1 7. Section 33 11 10 — Ductile Iron Pipe 2 1..2 PRICE AND PAYMENT PROCEDURES 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 A. Measurement and Payment 1. Connection to an existing unpressurized Fort Worth Water Distribution System Main that does not require the City to take part of the water system out of service a. Measurement 1) This Item is considered subsidiary to the water pipe being installed. b. Payment 1) The work performed and the materials furnished in accordance with this Item are subsidiary to the unit price bid per linear foot of water pipe complete in place, and no other compensation will be allowed. 2. Connection to an existing pressurized Fort Worth Water Distribution System Main that requires a shutdown of some part of the water system a. Measurement 1) Measurement for this Item shall be per each connection completed. b. Payment 1) The work performed and the materials furnished in accordance with this Item shall be paid for at the unit price bid per each "Connection to Existing Water Main" installed for: a) Various sizes of existing water distribution main c. The price bid shall include all aspects of waking the connection including, but not limited to: 1) Preparing submittals 2) Dewatering 3) Exploratory excavation (as needed) 4) Coordination and notification 5) Remobilization 6) Temporary lighting 7) Polyethylene encasement 8) Make-up pieces 9) Linings 10) Pavement removal 11) Excavation 12) Hauling 13) Disposal of excess material 14) Clean-up 15) Cleaning 16) Disinfection 17) Testing 3. Connection to an existing pressurized Port Worth Water Distribution System Main by Tapping Sleeve and Valve: a. Measurement 1) Measurement for this Item shall be per each connection completed. b. Payment CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised February 6, 2013 SMALL DIAMETER WATER MAIN EXTENSIONS, REPLACEMENTS & RELOCATIONS CONTRACT 2019 City Project No. 102197 33 12 25 - 3 CONNECTION TO EXISTING WATER MAINS Page 3 of 8 1 1) The work performed and the materials furnished in accordance with this 2 Item shall be paid for at the unit price bid per each "Tapping Sleeve and 3 Valve" installed for: 4 a) Various sizes of connecting main 5 b) Various sizes of existing water distribution main 6 c. The price bid shall include all aspects of making the connection including, but 7 not limited to: 8 1) Preparing submittals 9 2) Dewatering 10 3) Exploratory excavation (as needed) 11 4) Coordination and notification 12 5) Tapping Sleeve and Tapping Valve 13 6) Remobilization 14 7) Temporary lighting 15 8) Polyethylene encasement I6 9) Make-up pieces 17 10) Linings 18 11) Pavement removal I9 12) Excavation 20 13) Hauling 21 14) Disposal of excess material 22 15) Clean-up 23 16) Cleaning 24 17) Disinfection 25 18) Testing 26 1.3 REFERENCES 27 A. Reference Standards A 1. Reference standards cited in this ,Specification refer to the current reference 29 standard published at the time of the latest revision date logged at the end of this 30 Specification, unless a date is specifically cited. 31 2. American Society of Mechanical Engineers (ASME): 32 a. B 16.1, Gray Iron Pipe Flanges and .Flanged Fittings Classes 25, 125 and 250) 33 3. ASTM International (ASTM): 34 a. A36, Standard Specification for Carbon Structural Steel. 35 b. A193, Standard Specification for Alloy -Steel and Stainless Steel Bolting for 36 High Temperature or High Pressure Service and Other Special Purpose 37 Applications 38 c. A194, Specification for Carbon and Alloy Steel Nuts for Bolts for High 39 Pressure or High Temperature Service, or Both 40 d. A242, Standard Specification for High -Strength Low -Alloy Structural Steel. 41 e. A283, Standard Specification for Low and Intermediate Tensile Strength 42 Carbon Steel Plates. 43 f. A285, Standard Specification for Pressure Vessel PIates, Carbon Steel, Low- 44 and Intermediate -Tensile Strength. 45 g. B 117, Standard Practice for Operating Salt Spray (Fog) Apparatus. CPPY OF FORT WORTH SMALL DIAMETER WATER MAIN STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS EXTENSIONS, REPLACEMENTS & Revised February 6, 2013 RELOCATIONS CONTRACT 2019 City Project No. 102197 33 12 25 - 4 CONNECTION TO EXISTING WATER MAINS Page 4 of 8 1 h. D2000, Standard Classification System for Rubber Products in Automotive 2 Applications. 3 4. American Water Works Association (AWWA): 4 a. C200, Steel Water Pipe - 6 IN and Larger. 5 b. C207, Steel Pipe Flanges for Waterworks Service — Sizes 4 IN through 144 IN. 6 c. C213, Fusion -Bonded Epoxy Coating for the Interior and Exterior of Steel 7 Water Pipelines. 8 d. C223, Fabricated Steel and Stainless Steel Tapping Sleeves. 9 5. American Water Works Association/American National Standards Institute 10 (AWWA/ANSI): 11 a. C105/A21.5, Polyethylene Encasement for Ductile -Iron Pipe Systems. 12 b. C I I I/A21.11, Rubber -Gasket Joints for Ductile -Iron Pressure Pipe and 13 Fittings. 14 c. Cl 15A21/15, Flanged Ductile -Iron Pipe with Ductile Iron or Gray -Iron 15 Threaded Flanges. 16 6. NSF International (NSF): 17 a. 61, Drinking Water System Components Health Effects. 18 7. Manufacturers Standardization Society of the Valve and fitting Industry Inc. 19 (MSS): 20 a. SP-60, Connecting flange Joint Between Tapping Sleeves and Tapping Valves. 21 1.4 ADMINISTRATIVE REQUIREMENTS 22 A. Pre -installation Meetings 23 1. Required for any connections to an existing, pressurized 16-inch or larger City 24 water distribution system main that requires a shutdown of some part of the water 25 system 26 2. May also be required for connections that involve shutting water service off to 27 certain critical businesses 28 3. Schedule a pre -installation meeting a minimum of 3 weeks prior to proposed time 29 for the work to occur. 30 4. The meeting shall include the Contractor, City Inspector and City Valve Crew. 31 5. Review work procedures as submitted and any adjustments made for current field 32 conditions. 33 6. Verify that all valves and plugs to be used have adequate thrust restraint or 34 blocking. 35 7. Schedule a test shutdown with the City. 36 8. Schedule the date for the connection to the existing system. 37 B. Scheduling 38 1. Schedule work to make all connections to existing 16-inch and larger mains: 39 a. During the period from November through April, unless otherwise approved by 40 the City 41 b. During normal business hours from Monday through Friday, unless otherwise 42 approved by the City CITY OF FORT WORTH SMALL DIAMETER WATER MAIN STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS EXTENSIONS, REPLACEMENTS & Revised February 6, 2013 RELOCATIONS CONTRACT 2019 City Project No. 102197 331225-5 CONNECTION TO EXISTING WATER MAINS Page 5 of 8 1 2. Schedule City Valve Crew by 1:00 P.M. a minimum of 1 business day prior to 2 planned disruption to the existing water system. 3 a. In the event that other water system activities do not allow the existing main to 4 be dewatered at the requested time, schedule work to allow the connection at an 5 alternate time acceptable to the City. 6 1) ff water main cannot be taken out of service at the originally requested 7 time, coordination will be required with the City to discuss rescheduling 8 and compensation for mobilization. 9 2) No additional payment will be provided if the schedule was altered at the 10 Contractor's request. 11 1.5 SUBMITTALS 12 A. Submittals shall be in accordance with Section 0133 00. 13 B. All submittals shall be approved by the City prior to delivery and/or fabrication for 14 specials. 15 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS 16 A. Product Data, if applicable 17 1. Tapping Sleeve noting the pressure rating and coating system supplied including: 18 a. Dimensions, weights, material list, and detailed drawings 19 b. Maximum torque recommended by the manufacturer for the valve by size 20 B. Submittals 21 1. Provide a detailed sequence of work for 16-inch, or larger, connections if required 22 by City that includes: 23 a. Results of exploratory excavation 24 b. Dewatering 25 c. Procedure for connecting to the existing water main 26 d. Time period for completing work from when the water is shut down to when 27 the main is back in service 28 e. Testing and repressurization procedures 29 2. Welders that are assigned to work on connection to concrete cylinder or steel pipe 30 must be certified and provide Welding Certificates, upon request, in accordance 31 with AWWA C200. 32 1.7 CLOSEOUT SUBMITTALS [NOT USED] 33 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 34 1.9 QUALITY ASSURANCE [NOT USED] 35 1.10 DELIVERY, STORAGE, AND HANDLING 36 A. Storage and Handling Requirements 37 1. Protect parts so that no damage or deterioration occurs during a prolonged delay 38 from the time of shipment until installation is completed. 39 2. Protect all equipment and parts against any damage during a prolonged period at the 40 site. CITY OF FORT WORTH SMALL DIAMETER WATER MAIN STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS EXTENSIONS, REPLACEMENTS & Revised February 6, 2013 RELOCATIONS CONTRACT 2019 City Project No. 102197 33 12 25 - 6 CONNECTION TO EXISTING WATER MAINS Page 6of8 1 3. Protect the finished surfaces of all exposed flanges using wooden flanges, strongly 2 built and securely bolted thereto. 3 4. Protect finished iron or steel surfaces not painted to prevent rust and corrosion. 4 S. Prevent plastic and similar brittle items from being exposed to direct sunlight and 5 extremes in temperature. 6 6. Secure and maintain a location to store the material in accordance with Section 01 7 6600. 8 1.11 FIELD [SITE] CONDITIONS [NOT USED] 9 1.12 WARRANTY 10 A. Manufacturer Warranty 11 1. Manufacturer's warranty shall be in accordance with Division 1. 12 PART 2 - PRODUCTS 13 2.1 OWNER -FURNISHED [opt] OWNER -SUPPLIED PRODUCTS [NOT USED] 14 2.2 EQUIPMENT, PRODUCT TYPES AND MATERIALS 15 A. Manufacturers 16 J. Only the manufacturers as listed by the City's Standard Products List will be 17 considered as shown in Section 01 60 00. 18 a. The manufacturer must comply with this Specification and related Sections. 19 2. Any product that is not listed on the Standard. Products List is considered a 20 substitution and shall be submitted in accordance with Section 01 25 00. 21 B. Description 22 1. Regulatory Requirements 23 a. Tapping Sleeves shall meet or exceed AWWA C223 and the requirements of 24 this Specification. 25 b. All valve components in contact with potable water shall conform to the 26 requirements of NSF 61. 27 C. Tapping Sleeve Materials 28 1. Body 29 a. Body: Carbon Steel per ASTMA283 Grade C, ASTM A285 Grade C, ASTM 30 A36 Steel or equal 31 b. Finish: fusion bonded epoxy coating to an average 12 mil thickness, Fusion 32 applied per AWWA C213. 33 c. All buried tapping sleeves shall be provided with polyethylene encasement in 34 accordance with AWWA/ANSI C105/A21.5. 35 1) Polyethylene encasement shall be in accordance with Section 33 11 10. 36 2. Flange 37 a. Carbon Steel per ASTM A36 in accordance with AWWA C207 and ASME 38 B16.1 Class 125. 39 b. Recessed for tapping valve per MSS SP-60 CITY OF FORT WORTH SMALL 1DIAMI;TER WATER MAIN STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS EXTENSIONS, REPLACEMENTS & Revised February 6, 2013 RELOCATIONS CONTRACT 2019 City Project No. 102197 33 12 25 - 7 CONNECTION TO EXISTING WATER MAINS Page 7 or 8 1 3. Bolts and Nuts 2 a. Flanged Ends 3 1) Meet requirements of AWWA C115 or AWWA C207 depending on pipe 4 material. 5 2) Provide bolts and nuts in accordance with Section 33 1105. 6 4. Gaskets 7 a. Provide gaskets in accordance with Section 33 1105. 8 5. Test Plug 9 a. %-inch NPT carbon steel with square head and fusion bonded epoxy coating 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 EXANIINATION 15 A. Verification of Conditions 16 1. Verify by exploratory excavation, if needed, that existing water main is as depicted 17 in the Drawings and that the Iocation is suitable for a connection to the existing 18 water main. 19 a. Excavate and backtill trench for the exploratory excavation in accordance with 20 33 05 10. 21 2. Verify that all equipment and materials are available on —site prior to the shutdown 22 of the existing main. 23 3. Pipe lines shall be completed, tested and authorized for connection to the existing 24 s)rstem in accordance with Section 33 04 40. 25 3.3 PREPARATION [NOT USED] 26 3.4 INSTALLATION 27 A. General 28 1. Upon disruption of the existing water main, continue work until the connection is 29 complete and the existing water main is back in service. 30 B. Procedure 31 1. Expose the proposed connection point in accordance with Section 33 05 10. 32 2. Dewater the existing water line so the chlorinated water is not unlawfully 33 discharged. 34 3. Maintain the water that may bleed by existing valves or plugs during installation 35 within the work area to a reasonable level. 36 a. Control the water in such a way that it does not interfere with the proper 37 installation of the connection or create a discharge of chlorinated water. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised February 6, 2013 SMALL DIAMETER WATER MAIN EXTENSIONS, REPLACEMENTS & RELOCATIONS CONTRACT 2019 City Project No. 102197 331225-8 CONNECTION TO EXISTING WATER MAINS Page 8 of 8 1 4: If any discharge of chlorinated water occurs, discharged water shall be de- 1 chlorinated in accordance with Section 33 04 40 3 5. Cut and remove existing water main in order to make the connection. 4 6. Verify that the existing pipe line is suitable for the proposed connection. 5 7. Place trench foundation and bedding in accordance with 33 05 10. 6 8. In the event that a tapping sleeve and valve is used, the coupon from the existing 7 water main shall be submitted to the City. 8 9. Prevent embedment, backfili, soil, water or other debris form entering the pipeline. 9 10. Establish thrust restraint as provided for in the Drawings. 10 11. Cleans and disinfect the pipeline associated with the connection in accordance with I Section 33 04 40. 12 12. Place embedment to the top of the pipe zone. 13 13, Request that the City Valve Crew re -pressurize the pipeline. 14 14. Directionally flush the connection in accordance with Section 33 04 40. 15 15. Request that City Valve Crew open all remaining valves. 16 3.5 REPAIRIRESTORATION [NOT USED] 17 3.6 RE -INSTALLATION [NOT USED] 18 3.7 FIELD [oR] SITE QUALITY CONTROL [NOT USED] 19 3.8 SYSTEM STARTUP [NOT USED] 20 3.9 ADJUSTING [NOT USED] 21 3.10 CLEANING [NOT ]USED] 22 3.11 CLOSEOUT ACTIVITIES [NOT USED] 23 3.12 PROTECTION [NOT USED] 24 3.13 MAINTENANCE [NOT USED] 25 3.14 ATTACHMENTS [NOT USED] 26 27 28 END OF SECTION Revision Log DATE NAME SUMMARY OF CHANGE 12/20/2012 D. Johnson 2.2.C.3 and 4 — Added reference to Section 33 11 05 and removed bolt, nut and gasket material specification 2/6/2013 D. Townsend 3A.13.4 Modified to refer to Section 33 04040 CITY OF FORT WORTH SMALL DIAMETF,R WATER MAIN STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS EXTENSIONS, REPLACEMENTS & Revised February 6, 2013 RELOCATIONS CONTRACT 2019 City Project No. 102197 33 12 40 - 1 FIRE HYDRANTS Page 1 of 7 I SECTION 33 12 40 2 FIRE HYDRANTS 3 PART1- GENERAL 4 1.1 SUMMARY 5 A. Section Includes: 6 1. Dry -barrel fire hydrants with 5'/4-inch main valve for use with potable water mains 7 B. Deviations from this City of Fort Worth Standard Specification 8 1.2 PRICE AND PAYMENT PROCEDURES 9 A. Measurement and Payment 10 3. The price shall include: 11 c. Extension barrel and stem shall be per vertical foot over X-6" in I2 Miscellaneous Contracts. 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 3. Section 33 05 10 —Utility Trench Excavation, Embedment and Backfill 17 4. Section 33 04 40 Cleaning and Acceptance Testing of Water Mains 18 5. Section 33 11 10 — Ductile Iron Pipe 19 6. Section 33 11 11 —Ductile Iron Fittings 20 7. Section 33 11 14 — Buried Steel Pipe and Fittings 21 8. Section 33 12 20 — Resilient Seated (Wedge) Gate Valve 22 1.2 PRICE AND PAYMENT PROCEDURES 23 A. Measurement and Payment 24 1. Measurement 25 a. Fire Hydrant and Extension 26 1) Measurement for this item shall be by the each hydrant, complete in place. 27 2. Payment 28 a. The work performed and materials furnished in accordance with this Item and 29 measured under "Measurement" will be paid for at the unit prices bid per each 30 "Fire Hydrant" installed. 31 3. The price bid shall include: 32 a. Furnishing and installing Fire Hydrants with appurtenances as specified in the 33 Drawings 34 b. Dry -Barrel Fire Hydrant assembly from base to operating nut 35 c. Extension barrel and stem 36 d. Adjusting hydrant to the appropriate height 37 c. Painting 38 f Pavement Removal 39 g. Excavation CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised .Ianuary 3, 2014 SMALL DIAMETER WATER MAIN EXTENSIONS, REPLACEMENTS & RELOCATIONS CONTRACT 20I9 City Project No. 102197 33 12 40 - 2 FIRE HYDRANTS Page 2 of 7 1 h. Freight, loading, unloading and handling 2 i. Disposal of excess material 3 j. Furnish, placement and compaction of embedment 4 k. Furnish, placement and compaction of backfill 5 1, Blocking, Braces and Rest 6 m. CIean up 7 n. Disinfection 8 o. Testing 9 1.3 REFERENCES 10 A. Definitions 11 1. Base: The lateral connection to the fire hydrant lead; also called a shoe 12 B. Reference Standards 13 1. Reference standards cited in this Specification refer to the current reference 14 standard published at the time of the latest revision date logged at the end of this 15 Specification, unless a date is specifically cited. 16 2. American Water Works Association (AWWA): 17 a. C502, Dry -Barrel Fire Hydrants 18 b. Manual of Water Supply Practices M17 (AWWA Manual M17) —Installation, 19 Field Testing, and Maintenance of Fire Hydrants 20 3. NSF International 21 a. 61, Drinking Water System Components —Health Effects 22 4. National Fire Protection Association (NFPA) 23 a. 1963, Standard for Fire Hose Connections 24 5. Underwriters Laboratories, Inc. (UL) 25 a. 246, Hydrants for Fire -Protection Service 26 6. Factory Mutual (FM) 27 a. Class Number 1510, Approval Standard for Fire Hydrant (Dry Barrel Type) for 28 Private Fire Service 29 1.4 ADMINISTRATIVE REQUIREMENTS [NOT USED] 30 1.5 SUBMITTALS 31 A. Submittals shall be in accordance with Section 0133 00. 32 B. All submittals. shall be approved by the City prior to construction. 33 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS 34 A. Product Data 35 1. Dry -Barrel Fire Hydrant stating: 36 a. Main valve opening size 37 b. Nozzle arrangement and sizes 38 c. Operating nut size 39 d. Operating nut operating direction 40 e. Working pressure rating 41 f. Component assembly and materials 42 g. Coatings and Finishes CITY OF FORT WORTH SMALL DIAMETER WATER MAIN STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS EXTENSIONS, REPLACEMENTS & Revised January 3, 2014 RELOCATIONS CONTRACT 2019 City Project No. 102197 33 I2 40 - 3 FIRE HYDRANTS 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. Qualifications 5 1. Manufacturers 6 a. Dry -Barrel Fire Hydrants shall be the product of 1 manufacturer. 7 1) Change orders, specials and field changes may be provided by a different 8 manufacturer upon City approval. 9 2. Dry -Barrel Fire Hydrants shall be in conformance with AWWA C502, UL 246 and 10 FM 1510. 11 1.10 DELIVERY, STORAGE, AND HANDLING 12 A. Storage and Handling Requirements 13 1. Store and handle in accordance with the guidelines as stated in AWWA C502 and 14 AWWA Manual MIT 15 2. Protect all parts so that no damage or deterioration will occur during a prolonged 16 delay from the•time of shipment until installation is completed and the units and 17 equipment are ready for operation. 18 3. Protect all equipment and parts against any damage during a prolonged period at the 19 site. 20 4. Protect the finished surfaces of all exposed flanges by wooden blank flanges, 21 strongly built and securely bolted thereto. 22 5. Protect fmished iron or steel surfaces not painted to prevent rust and corrosion. 23 6. Prevent plastic and similar brittle items from being directly exposed to sunlight or 24 extremes in temperature. 25 7. Secure and maintain a location to store the material in accordance with Section 01 26 6600. 27 111 FIELD CONDITIONS [NOT USED] 28 1.12 WARRANTY 29 A. Manufacturer Warranty 30 1. Manufacturer's Warranty shall be in accordance with Division 1. 31 PART 2 - PRODUCTS 32 2.1 OWNER -FURNISHED [oRj OWNER SUPPLIEDPRODUCTS [NOT USED] 33 2.2 EQUIPMENT, PRODUCT TYPES, AND MATERIALS 34 A. Manufacturers 35 1. Only the manufacturers as listed on the City's Standard Products List will be 36 considered as shown in Section 0160 00. 37 a. The manufacturer must comply with this Specification and related Sections. 38 2. Any product that is not listed on the Standard Products List is considered a 39 substitution and shall be submitted in accordance with Section 0125 00, CITY OF PORT WORTH SMALL DIAMETER WATER MAIN STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS EXTENSIONS, REPLACEMENTS & Revised January 3, 2014 RELOCATIONS CONTRACT 2019 City Project No. 102197 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 33 12 40 - 4 FIRE HYDRANTS Page 4 of 7 3. The Dry -Barrel Fire Hydrant shall be new and the product of a manufacturer regularly engaged in the manufacturing of Dry -Barrel Fire Hydrants having similar service and size. B. Description Regulatory Requirements a. Dry -Barrel Fire Hydrant shall meet or exceed the latest revisions of AWWA C502 and shall meet or exceed the requirements of this ,Specification. b. All Dry -Barrel Fire Hydrant components in contact with potable water shall conform to the requirements of NSF 61. C. Performance / Design Criteria 1. Capacities a. Rated working pressure of 250 psi or greater 2. Design Criteria a. Operating nut I ) Uniformly tapered square nut measuring: a) 1 inch at the base b) '/x inch at the top 2) Open by turning the operating nut to the right clockwise} a) Provide operating direction clearly marked with an arrow and the word "OPEN". 3) Provide weather shield with operating nut. b. Main Valve 1) Minimum 51/4-inch opening 2) Compression type a) Opening against pressure b) Closing with pressure c. Nozzles 1) `T' shape, 3 nozzle arrangement 2) Nozzle sizes, threads and configuration in accordance with NFPA 1963 a) Hose nozzles (1) 2 x 2'/2-inch (nominal size of connection) (a) 180 degrees apart (b) Thread Designation 2.5-7.5 NH (NFPA 1963) b) Pump nozzle (1) 4-inch (nominal size of connection) (a) Thread Designation 4-4 NH (NFPA 1963) d. Hydrant Barrel Configuration 1) Upper barrel 2) Breakable flange and stem a) To be installed above ground at the connection to the upper barrel 3) Extension barrel (if needed) and lower barrel a) Extension barrel and stem (1) Lengthen in 6-inch increments e. Drain Valve 1) Non -corrodible material 2) Spring operated drain valves are not allowed. 47 D. Function CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised January 3, 2014 SMALL DIAMETER WATER MAIN EXTENSIONS, REPLACEMENI'S & RELOCATIONS CONTRACT 2019 City Project No. 102197 331240-5 FIRE HYDRANTS Page 5 of 7 1 1. Drain Valve 2 a. Drain fire hydrant barrels when main valve is closed. 3 E. Materials 4 1. Furnish materials in accordance with AWWA C502. 5 2. Dry -Barrel Fire Hydrant Assembly 6 a. Internal parts 7 1) Threads 8 a) Provide operating thread designed to avoid metal such as iron or steel 9 threads against iron or steel parts. 10 2) Stem 11 a) ,Stem Nuts 12 (1) Provide bronze stem nuts. 13 (a) Grades per AWWA C502 14 b) Where needed, stem shall be grooved and sealed with 0-rings. 15 3. Provide crushed rock for placement around base conforming to Section 33 05 10. 16 F. Finishes 17 1, Primer Materials 18 a. Furnish primer for Dry -Barrel Fire Hydrants in accordance with AWWA C502_ I9 2. Finish Materials 20 a. Dry -Barrel Fire Hydrant 21 1) Exterior 22 a) Above grade 23 (1) Furnish exterior coating for above grade Dry -Barrel Fire Hydrant 24 assembly components in accordance with AWWA C502. 25 (2) Coating shall be Flynt Aluminum Paint in Silver. 26 b) Below grade 27 (1) Furnish exterior coating for below grade Dry -Barrel Fire Hydrant 28 assembly components in accordance with AWWA C502. 29 2) Interior 30 a) Interior coating for Dry -Barrel Fire Hydrants assemblies in accordance 31 with AWWA C502 32 2.3 ACCESSORIES 33 A. Polyethylene Encasement 34 1. Provide polyethylene encasement in accordance with Section 33 11 10. 35 B. Embedment 36 1. Provide crushed rock and filter fabric in accordance with Section 33 05 10. 37 2.4 SOURCE QUALITY CONTROL 38 A. Tests and Inspections 39 1. Testing and inspection of Dry -Barrel Fire Hydrants in accordance with AWWA 40 C502, 41 B. Markings 42 1. Provide each Dry -Barrel Fire Hydrant marked in accordance with AWWA C502. CITY OKFORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised January 3, 2014 SMALL DIAMETER WATER MAIN EXTENSIONS, REPLACEMENTS & RELOCATIONS CONTRACT 2019 City Project No. 102197 33 12 40 - 6 FIRE HYDRANTS Page 6 of 7 1 PART 3 - EXECUTION [NOT USED] 2 3.1 INSTALLERS [NOT USED] 3 3.2 EXAMINATION [NOT USE, 4 3.3 PREPARATION [NOT USED] 5 3.4 INSTALLATION 6 A. General 7 1. Install in accordance with AWWA Manual of Water Supply Practice M17, 8 manufacturer's recommendations and as shown on the Drawings. 9 2. Provide vertical installation with braces, rest and blocking in accordance with City 10 Standard Details. 11 3. Excavate and backfill trenches in accordance with 33 05 10. 12 4. Embed Dry -Barrel Fire Hydrant assemblies in accordance with 33 05 10. 13 a. At the location of the weep holes, wrap barrel with polyethylene encasement 14 and crushed rock with filter fabric to prevent dirt and debris from entering the 15 fire hydrant. 16 5. Polyethylene encasement installation shall be in accordance with the applicable 17 portion of Section 33 11 10. 18 6. Install concrete blocking and rest in accordance with Section 03 30 00 as indicated 19 in the Drawings. 20 7. A minimum 1/3 cubic yard of crushed rock shall be placed around the base, in 21 accordance with AWWA Manual of Water Supply Practice MI 7, to allow drain 22 outlets to operate. 23 a. The crushed rock should extend 6 inches above the drain outlets and a 24 minimum of 1 foot on all sides of the fire hydrant base. 25 8. Fire hydrant lead line shall be installed with a maximum cover of 7 feet. 26 a. Cover is measured from the invert at the fire hydrant base, vertical to ground 27 elevation. 28 b. Fittings may be used along fire lead line to ensure minimum and maximum 29 cover requirements are met. 30 3.5 REPAIR / RESTORATION [NOT USED] 31 3.6 RE -INSTALLATION [NOT USED] 32 3.7 FIELD CONTROL 33 A. Field Inspections 34 1. The Dry -Barrel Fire Hydrant and assembly shall perform as intended with no 35 deformation, leaking or damage of any kind for the pressure ranges indicated. 36 2. City inspector will issue final inspection notice to City staff. 37 3. City Field Operations Staff and Fire Department Staff shall have the opportunity to 38 inspect and operate the hydrant, to ensure that the fire hydrant was installed in 39 accordance with AWWA Manual of Water Supply Practice MIT This includes but 40 is not limited to: 41 a. Operation of Nozzles and operating nut are not obstructed. 42 b. Drain valve is not obstructed or plugged CITY OF FORT WORTH SMALL DIAMETER WATER MAIN STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS EXTENSIONS, REPLACEMENTS & Revised January 3, 2014 RELOCATIONS CONTRACT 2019 City Project No. 102197 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 331240-7 FIRE HYDRANTS Page 7 of 7 4. Keep fire hydrant wrapped or covered to identify that it is out of service until the water line it's connected to is put in service. B. Non -Conforming Work 1. If access and operation of the Dry -Barrel Fire Hydrant or its appurtenances do not meet the criteria of the AWWA Manual of Water Supply Practice MI 7, the Contractor will remedy the situation criteria, at the Contractor's expense. 3.8 SYSTEM STARTUP [NOT USED] 3.9 ADJUSTING [NOT USED] 3.10 CLEANING [NOT USED] 3.11 CLOSEOUT ACTIVITIES [NOT USED] 3.12 PROTECTION [NOT USED] 3.13 MAINTENANCE 3.14 ATTACHMENTS END OF SECTION Revision Log DATE NAME SUMMARY OF CHANGE 2.2.F.2.a.1).a).(2) Added paint manufacturer specification 12/20/2012 D. Johnson 2.2.C.2.c Revised pumper nozzle nominal diameter and added NFPA 1963 Thread Designations Specification Modified to be in accordance with the Reduction of Lead in Drinking Water Act (P.L. 111-380) — All material s to be lead-free in accordance with this act. 11/27/2013 D. Townsend Sections modified are 1.I.A.1, 1.9.A.2, and 2.2.E.1 Sections added are 1.3.A.2, 1.3.13.7, 1.6.B.1, 2.2.13.Le, 2.4.13.2 H.R. 3598 (P.L. 113-64) signed into law 1/2/2014 waived Reduction oifLead in Drinking Water Act (P.L. 111-380) requirement for fire hydrant. All previous revisions related to "lead-free" requirement are now deleted including those revisions 1/3/2014 D. Townsend made 11/27/2013, those being: Sections modified are 1.1.A.1, I.9.A.2, and 2.2.E.1 Sections added are 1.3.A.2, 1.3.13.7, 1.6.13.1, 2.2.13.Le, 2.4.13.2 CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised January 3, 2014 SMALL DIAMETER WATER MAIN EXTENSIONS, REPLACEMENTS & RELOCATIONS CONTRACT 2019 City Project No, 102197 347113-I TRAFFIC CONTROL Page 1 of 6 1 SECTION 34 7113 2 TRAFFIC CONTROL 3 PART1- GENERAL 4 1.1 SIJNLM"Y 5 A. Section Includes: 6 1. Installation of Traffic Control Devices and preparation of Traffic Control Plans 7 B. Deviations from this City of Fort Worth Standard Specification 8 1. TRAFFIC CONTROL 9 The contractor will be required to obtain a "Street Use Permit" (0.1-55.-26) 10 prior to starting work. As part of the "Street Use Permit", a traffic control 11 plan is required. The contractor shall be responsible for providing traffic 12 control during the construction of each work order consistent with the 13 provisions set forth in the latest edition of the "Texas Manual on Uniform 14 Traffic Control Devices" (TMUTCD). 15 Unless otherwise included as part of the work order, the contractor shall 16 submit a traffic control plan (duly sealed, signed and dated by a Registered 17 Professional Engineer (P.E) in the State of Texas), to the City Traffic Engineer 18 at or before the start of each work order. The P.E. preparing the traffic 19 control plan may utilize standard traffic reroute configurations posted as 20 "Typicals" on the City's Buzzsaw website. Although the work will not begin 21 until the traffic control plan has been reviewed and approved, the contractor's 22 time will begin in accordance with the timeframe mutually established in the 23 "Notice to Proceed" issued the contractor. 24 Work shall not be performed on certain streets / locations during "peak traffic 25 periods" as determined by the City Traffic Engineer and in accordance with 26 the applicable provision of the "City of Fort Worth Traffic Control Handbook 27 for Construction and Maintenance Work Areas". 28 Payment for Traffic Control shall cover the design, installation and 29 maintenance of the Traffic Control plan and devices required at the 30 appropriate unit price bid. 31 C. Related Specification Sections include, but are not necessarily Iimited to: 32 1. Division 0 -- Bidding Requirements, Contract Forms and Conditions of the Contract 33 2. Division 1-- General Requirements 34 1.2 PRICE AND PAYMENT PROCEDURES 35 A. Measurement and Payment 36 1. Installation of Traffic Control Devices 37 a. Measurement 38 1) Measurement for Traffic Control Devices shall be per month for the Project 39 duration. 40 a) A month is defined as 30 calendar days. CITY OF FORT WORTH SMALL DIAMETER WATER MAIN STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS EXTENSIONS, REPLACEMENTS & Revised November 22, 2013 RELOCATIONS CONTRACT 2019 City Project No. 102197 3471 13 - 2 TRAFFIC CONTROL Page 2 of 6 1 b. Payment 2 1) The work performed and materials furnished in accordance with this Item 3 and measured as provided under "Measurement" shall be paid for at the 4 unit price bid for "Traffic Control". 5 c. The price bid shall include: 6 1) Traffic Control implementation 7 2) Installation 8 3) Maintenance 9 4) Adjustments 10 5) Replacements 11 6) Removal 12 7) Police assistance during peak hours 13 2. Portable Message Signs 14 a. Measurement 15 1) Measurement for this Item shall be per week for the duration of use. 16 b. Payment 17 I) The work performed and materials furnished in accordance to this Item and 18 measured as provided under "Measurement" shall be paid for at the unit 19 price bid per week for "Portable Message Sign" rental. 20 c. The price bid shall include: 21 1) Delivery of Portable Message Sign to Site 22 2) Message updating 23 3) Sign movement throughout construction 24 4) Return of the Portable Message Sign post -construction 25 3. Preparation of Traffic Control Plan Details 26 a. Measurement 27 1) Measurement for this Item be per each Traffic Control Detail prepared. 28 b. Payment 29 1) The work performed and materials furnished in accordance with this Item 30 shall be paid for at the unit price bid per each "Traffic Control Detail" 31 prepared. 32 c. The price bid shall include: 33 1) Preparing the Traffic Control Plan Details for closures of 24 hours or 34 longer 35 2) Adherence to City and Texas Manual on Uniform Traffic Control Devices 36 (TMUTCD) 37 3) Obtaining the signature and seal of a licensed Texas Professional Engineer 38 4) Incorporation of City comments 39 1.3 REFERENCES 40 A. Reference Standards 41 1. Reference standards cited in this Specification refer to the current reference 42 standard published at the time of the latest revision date logged at the end of this 43 Specification, unless a date is specifically cited. 44 2. Texas Manual on Uniform Traffic Control Devices (TMUTCD). 45 3. Item 502, Barricades, Signs, and Traffic Handling of the Texas Department of 46 Transportation, Standard Specifications for Construction and Maintenance of 47 Highways, Streets, and Bridges. CITY OF FORT WORTH SMALL DIAMETER WATER MAIN STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS EXTENSIONS, REPLACEMENTS & Revised November 22, 2013 RELOCATIONS CONTRACT 2019 City Project No. 102197 34 71 13 - 3 TRAFFIC CONTROL Page 3 of 6 1 1.4 ADMINISTRATIVE REQUIREMENTS 2 A. Coordination 3 1. Contact Traffic Services Division (817-392-7738) a minimum of 48 hours prior to 4 implementing Traffic Control within 500 feet of a traffic signal. 5 B. Sequencing 6 1. Any deviations to the Traffic Control Plan included in the Drawings must be first 7 approved by the City and design Engineer before implementation. 8 1.5 SUBMITTALS 9 A. Provide the City with a current list of qualified flaggers before beginning flagging 10 activities. Use only flaggers on the qualified list. I I B. Obtain a Street Use Permit from the Street Management Section of the Traffic 12 Engineering Division, 311 W. 106' Street. The Traffic Control Plan (TCP) for the 13 Project shall be as detailed on the Traffic Control Plan Detail sheets of the Drawing set. 14 A copy of this Traffic Control Plan shall be submitted with the Street Use Permit. 15 C. Traffic Control Plans shall be signed and sealed by a licensed Texas Professional 16 Engineer. 17 D. Contractor shall prepare Traffic Control Plans if required by the Drawings or 18 Specifications. The Contractor will be responsible for having a licensed Texas 19 Professional Engineer sign and seal the Traffic Control Plan sheets. 20 E. Lane closures 24 hours or longer shall require a site -specific traffic control plan. 21 P. Contractor responsible for having a licensed Texas Professional Engineer sign and seal 22 changes to the Traffic Control Plan(s) developed by the Design Engineer. 23 G. Design Engineer will furnish standard details for Traffic Control. 24 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED] 25 1.7 CLOSEOUT SUBMITTALS [NOT USED] 26 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 27 1.9 QUALITY ASSURANCE [NOT USED] 28 1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED] 29 1.11 FIELD [SITE] CONDITIONS [NOT USED] 30 1.12 WARRANTY [NOT USED] 31 PART 2 - PRODUCTS ' 32 2.1 OWNER FURNISHED loRl OWNER -SUPPLIED PRODUCTS [NOT USED] 33 2.2 ASSEMBLIES AND MATERIALS 34 A. Description CITY OF FORT WORTH SMALL DIAMETER WATER MAIN STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS EXTENSIONS, REPLACEMENTS & Revised November 22, 2013 RELOCATIONS CONTRACT 2019 City Project No. 102197 3471 13 - 4 TRAFFIC CONTROL Page 4 of 6 1 1. Regulatory Requirements 2 a. Provide Traffic Control Devices that conform to details shown on the 3 Drawings, the TMUTCD, and TxDOT's Compliant Work Zone Traffic Control 4 Device List (CWZTCDL). 5 2. Materials 6 a. Traffic Control Devices must meet all reflectivity requirements included in the 7 TMUTCD and TxDOT Specifications Item 502 at all times during 8 construction. 9 b. Electronic message boards shall be provided in accordance with the TMUTCD. 10 2.3 ACCESSORIES [NOT USED] 11 2.4 SOURCE QUALITY CONTROL [NOT USED] 12 PART 3 - EXECUTION 13 3.1 EXAMINATION [NOT USED] 14 3.2 PREPARATION 15 A. Protection of In -Place Conditions 16 1. Protect existing traffic signal equipment. 17 3.3 INSTALLATION 18 A. Follow the Traffic Control Plan (TCP) and install Traffic Control Devices as shown on 19 the Drawings and as directed. 20 B. Install Traffic Control Devices straight and plumb. 21 C. Do not make changes to the location of any device or implement any other changes to 22 the Traffic Control Plan without the approval of the Engineer. 23 1. Minor adjustments to meet field constructability and visibility are allowed. 24 D. Maintain Traffic Control Devices by taking corrective action as soon as possible. 25 1. Corrective action includes but is not limited to cleaning, replacing, straightening, 26 covering, or removing Devices. 27 2. Maintain the Devices such that they are properly positioned, spaced, and legible, 28 and that retroreflective characteristics meet requirements during darkness and rain. 29 E. If the Inspector discovers that the Contractor has failed to comply with applicable federal 30 and state laws (by failing to furnish the necessary flagmen, warning devices, barricades, 31 lights, signs, or other precautionary measures for the protection of persons or property), the 32 Inspector may order such additional precautionary measures be taken to protect persons 33 and property. 34 F. Subject to the approval of the Inspector, portions of this Project, which are not affected by 35 or in conflict with the proposed method of handling traffic or utility adjustments, can be 36 constructed during any phase. 37 G. Barricades and signs shall be placed in such a manner as to not interfere with the sight 38 distance of drivers entering the highway from driveways or side streets. CITY OF FORT WORTH SMALL DIAMETER WATER MAIN STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS EXTENSIONS, REPLACEMENTS & Revised November 22, 2013 RELOCATIONS CONTRACT 2019 City Project No. 102197 347113-5 TRAFFIC CONTROL Page 5 of 6 1 H. To facilitate shifting, barricades and signs used in lane closures or traffic staging may 2 be erected and mounted on portable supports. 3 1. The support design is subject to the approval of the Engineer. 4 I. Lane closures shall be in accordance with the approved Traffic Control PIans. 5 J. If at any time the existing traffic signals become inoperable as a result of construction 6 operations, the Contractor shall provide portable stop signs with 2 orange flags, as 7 approved by the Engineer, to be used for Traffic Control. 8 K. Contractor shall make arrangements for police assistance to direct traffic if traffic signal 9 turn-ons, street Iight pole installation, or other construction will be done during peak traffic 10 times (AM: 7 am — 9 am, PM: 4 pm - 6 pm). 11 L. Flaggers 12 1. Provide a Contractor representative who has been certified as a flagging instructor 13 through courses offered by the Texas Engineering Extension Service, the American 14 Traffic Safety Services Association, the National Safety Council, or other approved 15 organizations. 16 a. Provide the certificate indicating course completion when requested. 17 b. This representative is responsible for training and assuring that all flaggers are 18 qualified to perform flagging duties. 19 2. A qualified flagger must be independently certified by I of the organizations listed 20 above or trained by the Contractor's certified flagging instructor. 21 3. Flaggers must be courteous and able to effectively communicate with the public. 22 4. When directing traffic, flaggers must use standard attire, flags, signs, and signals 23 and follow the flagging procedures set forth in the TMUTCD. 24 5. Provide and maintain flaggers at such points and for such periods of time as may be 25 required to provide for the safety and convenience of public travel and Contractor's 26 personnel, and as shown on the Drawings or as directed by the Engineer. 27 a. These flaggers shall be located at each end of the lane closure. 28 M. Removal 29 1. Upon completion of Work, remove from the Site all barricades, signs, cones, Iights 30 and other Traffic Control .Devices used for work -zone traffic handling in a timely 31 manner, unless otherwise shown on the Drawings. CITY OF FORT WORTH SMALL DIAMETER WATER MAIN STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS EXTENSIONS, REPLACEMENTS & Revised November 22, 2013 RELOCATIONS CONTRACT 2019 City Project No. 102197 1 2 3 4 5 6 7 8 9 10 11 12 13 3471 13 -6 TRAFFIC CONTROL Page 6 of 3.4 REPAIR 1 RESTORATION [NOT USED] 3.5 RE -INSTALLATION [NOT USED] 3.6 FIELD [OR] SITE QUALITY CONTROL [NOT USED] 3.7 SYSTEM STARTUP [NOT USED] 3.8 ADJUSTING [NOT USED] 3.9 CLEANING [NOT USED] 3.10 CLOSEOUT ACTIVITIES [NOT USED] 3.11 PROTECTION [NOT USED] 3.12 MAINTENANCE [NOT USED] 313 ATTACHMENTS [NOT USED] END OF SECTION Revision Log DATE NAME SUMMARY OF CHANGE 11/22/13 S. Arnold Added police assistance, requirement for when a site specific TCP is required CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised November 22, 2013 SMALL DIAMETER WATER MAIN EXTENSIONS, REPLACEMENTS & RELOCATIONS CONTRACT 2019 City Project No. 102197 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-6.06.1) Minority and Women Owned Business Enterprise Compliance MBE Specifications — Special Instructions for Bidders MBE Subcontractors / Suppliers Utilization Form MBE Prime Contractor Waiver Form MBE Good Faith Effort Form MBE Joint Venture Eligibility Form GC-6.07 Wage Rates 2013 Prevailing Wage Rates (Heavy and Highway Construction Project) GC-6.09 Permits and Utilities - None GC-6.24 Nondiscrimination - None GR 01 60 00 Product Requirements -None CITY OF FORT WORTH SMALL DIAMETER WATER MAIN STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS EXTENSIONS, REPLACEMENTS & Revised July 1, 2011 RELOCATIONS CONTRACT 2019 City Project No. 102197 GC-4.01 Avaff ability ®f Lands THIS IMAGE LEFT INTENTIONALLY BLANK CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 SMALL DIAMETER WATER MAIN EXTENSIONS, REPLACEMENTS & RELOCATIONS CONTRACT 2019 City Project No. 102I97 C-41o02 Subsurface end Physicals Conditions TMS PAGE LEFT INTIENTRONAI:'LLY FLANK CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 SMALL DIAMETER WATER MAIN EXTENSIONS, REPLACEMENTS & RELOCATIONS CONTRACT 2019 City Project No. 102197 GC-4o04 Underground Facilities THIS PAGE LEFT INTENTIONALLY BLANK CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July I, 2011 SMALL DIAMETER WATER MAIN EXTENSIONS, REPLACEMENTS & RELOCATIONS CONTRACT 2019 City Project No. 102197 GC-4®06 nazardous Environmental Condition at Site THIS PAGE LEFT INTENTIONALLY BLANK _ CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 SMALL DIAMETER WATER MAIN EXTENSIONS, REPLACEMENTS & RELOCATIONS CONTRACT 2019 City Project No. 102197 GC-6o06oD Minority and Women Owned Business Enterprise Compliance MBE Specifications — Special Instructions to Bidders 1 MBE — Subcontractors / suppliers Utilization Form I MBE — Prune Contractor Waiver Forte MBE -- Good. Faith Effort Form MBE — Joint Venture ]Eligibility Form CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July I, 2011 SMALL DIAMETER WATER MAIN EXTENSIONS, REPLACEMENTS & RELOCATIONS CONTRACT 2019 City Project No. 102197 FORTWORTH City or Fort North Minority Business Enterprise Specifications SPECIAL. INSTRUCTIONS FOR OFFERORS PLICATION OF POLICY If the total dollar value of the contract is $60,000 or more, then a MBE subcontracting goal is applicable. POLICY STATEMENT It is the poiicy of the City of Fort Worth to ensure the full and equitable participation by Minority Business Enterprises (MBE) in the procurement of all goods and services. All requirements and regulations stated in the City's current Business Diversity Enterprise Ordinance applies to this bid. The City's MBE goal on this project is MBE PROJECT COALS % of the base bid value of the contract. Note: If both MBE and SBE subcontracting goals are established for this project, then an Offeror must submit both a MBE Utilization Form and a SBE Utilization Form to be deemed responsive. COMPLIANCE TO BID SPECIFICATIONS On City contracts $50,000 or more where a MBE subcontracting goal is applied, Offerors are required to comply with the intent of the City's Business Diversity Enterprise Ordinance by one of the following: 1. Meet or exceed the above stated MBE goal through MBE subcontracting participation, or 2. Meet or exceed the above stated MBE goal through MBE Joint Venture participation, or; 3. Good Faith Effort documentation, or; 4. Prime Waiver documentation. SUBMITTAL OF REQUIRED DOCUMENTATION The applicable documents must be received by the Purchasing Division, within the following times allocated, in order for the entire bid to be considered responsive to the specifications. The Offeror shall deliver [he firiEE doc�urnantation in Pierson to the appropriate amployee of the purchasing division and obtain a daiallime recoipt. Such recelpl shall be evidence that the City received the documentation in the time allocated. A faxed andlor emailed copy will not be accepted. 1. Subcontractor Utilization Form, if goal is received no later than 2:00 p.m., on the second City business day met or exceeded: after the bid opening date, exclusive of the bid opening date. 2. Good Faith Effort and Subcontractor received no later than 2:00 p.m., on the second City business day Utilization Form, if participation is less than after the bid opening date, exclusive of the bid opening date. stated goal: 3. Good Faith Effort and Subcontractor received no later than 2:00 p.m., on the second City business day Utilization Form, if no MBE participation: after the bid opening date, exclusive of the bid opening date. 4. Prime Contractor Waiver Form, if you will received no later than 2:00 p.m., on the second City business day perform all subcontracting/supplier work: after the bid opening date, exclusive of the bid opening date. S. Joint Venture Form, if goal is met or received no later than 2:00 p.m., on the second City business day exceeded: after the bid opening date, exclusive of the bid opening date. FAILURE TO COMPLY WITH THE CITY'S BUSINESS DIVERSITY ENTERPRISE ORDINANCE, WILL RESULT IN THE BID BEING CONSIDERED NON -RESPONSIVE TO SPECIFICATIONS. FAILURE TO SUBMIT THE REQUIRED MBE DOCUMENTATION WiLL RESULT IN THE BID BEING CONSIDERED NON -RESPONSIVE. A SECOND FAILURE WILL RESULT IN THE OFFEROR BEING DISQUALIFIED FOR A PERIOD OF ONE YEAR. THREE FAILURES IN A FIVE YEAR PERIOD WILL RESULT IN A DISQUALIFICATION PERIOD OF THREE YEARS. Any questions, please contact the MIWBE Office at (817) 212-2674. Rev. 2/10/15 ATTACHMENT 1A Page 1 of 4 FORT WORTH City of Fort Worth Minority Business Enterprise MBE Subcontractors/Suppliers Utilization Form OFFEROR COMPANY NAME: Check applicable block to describe Offeror PROJECT NAME: NON-MfW/DBE BID DATE City's MBE Project Goal: Offeror's MBE Project Commitment: PROJECT NUMBER % % Identify all subcontractors/suppliers you will use on this project Failure to complete this form, in its entirety with requested documentation, and received by the Purchasing Division no later than 2:00 p.m. on the second City business day after bid opening, exclusive Of bid opening date, will result in the bid being considered non -responsive to bid specifications. The undersigned Offeror agrees to enter into a formal agreement with the MBE firm(s) listed in this utilization schedule, conditioned upon execution of a contract with the City of Fort Worth. The intentional and/or knowing misrepresentation of facts is grounds for consideration of disqualification and will result in the bid being considered non -responsive to bid specifications. MBEs listed toward meeting the project goal must be located in the six (6) county marketplace at the time of bid or the business has a Significant Business Presence in the Marketplace. Marketplace is the geographic area of Tarrant, Dallas, Denton, Johnson, Parker. and Wise counties. Prime contractors must identify by tier level of all subcontractors/suppliers. Tier: means the level of subcontracting below the prime contractor/consultant i.e. a direct payment from the prime contractor to a subcontractor is considered 15t tier, a payment by a subcontractor to its supplier is considered 2"d tier. The prime contractor is responsible to provide proof of payment of all tiered subcontractors identified as a MBE and counting those dollars towards meeting the contract committed goal. ALL MBEs MUST BE CERTIFIED BEFORE CONTRACT AWARD. Certification means those firms, located within the Marketplace, that have been determined to be a bondafide minority business enterprise by the North Central Texas Regional Certification Agency (NCTRCA) or other certifying agencies that the City may deem appropriate and accepted by the City of Fort Worth. If hauling services are utilized, the Offeror will be given credit as long as the MBE listed owns and operates at least one fully licensed and operational truck to be used on the contract. The MBE may lease trucks from another MBE firm, including MBE owner -operated, and receive full MBE credit. The MBE may lease trucks from non -MBEs, including owner -operated, but will only receive credit for the fees and commissions earned by the MBE as outlined in the lease agreement. Rev. 2/10/15 FORT WORTH ATTACHMENT IA Page 2 of 4 Offerors are required to identify ALL subcontractors/suppliers, regardless of status; i.e., l9linorii y aiid non-14 B13 6. MBE firms are to be listed first, use additional sheets if necessary. Please note that only certified MBEs will be counted to meet an MBE goal. NCTRCA N ' SUBCONTRACTORISUPPLIER Company Name T n Detail Detail Address i M W Subcontracting Supplies Dollar Amount Telephone/Fax e B B B Work Purchased Email E Contact Person E I Rev. 2110I15 �R_ .,�` T ATTACHMENT 1A Page 3 of 4 Offerors are required to identify ALL subcontractors/suppliers, regardless of status; i.e., iMinority and non -MBE,-. MBE firms are to be listed first, use additional sheets if necessary. Please note that only certified MBEs will be counted to meet an MBE goal. NCTRCA N SUBCONTRACTOWSUPPLIER ° Company Name T n Detail Detail Address i Subcontracting Supplies � M W Dollar Amount Telephone/Fax r B B BM Work Purchased Email E E Contact Person E El El Rev. 2/10115 FORTWORTH ATTACHMENT IA Page 4 of 4 Total Dollar Amount of MBE Subcontractors/Suppliers 1 Total Dollar Amount of Non-iw11BE Subcontractors/Suppliers I TOTAL DOLLAR AMOUNT OF ALL SUBCONTRACTORSISUPPLIERS 1 $ The Offeror will not make additions, deletions, or substitutions to this certified list without the prior approval of the Minority and Women Business Enterprise Office through the submittal of a Request for Approval o Change/Addition form. Any unjustified change or deletion shall be a material breach of contract and may result in debarment in accord with the procedures outlined in the ordinance. The Offeror shall submit a detailed explanation of how the requested change/addition or deletion will affect the committed MBE goal. If the detail explanation is not submitted, it will affect the final compliance determination. By affixing a signature to this form, the Offeror further agrees to provide, directly to the City upon request, complete and accurate information regarding actual work performed by all subcontractors, including MBE(s) and any special arrangements with MBEs. The Offeror also agrees to allow an audit and/or examination of any books, records and files held by their company. The Offeror agrees to allow the transmission of interviews with owners, principals, officers, employees and applicable subcontractors/suppliers participating on the contract that will substantiate the actual work performed by the MBE(s) on this contract, by an authorized officer or employee of the City. Any intentional and/or knowing misrepresentation of facts will be grounds for terminating the contract or debarment from City work for a period of not less than three (3) years and for initiating action under Federal, State or Local laws concerning false statements. Any failure to comply with this ordinance creates a material breach of the contract and may result in a determination of an irresponsible Offeror and debarment from participating in City work for a period of time not less than one (1) year. Authorized Signature Title Company Name Address City/State/Zip Printed Signature Contact Name/Title (if different) Telephone and/or Fax E-mail Address Date Rev. 2110/15 ATTACHMENT 1 B Page 1 of 1 City of Fort Worth Minority Business Enterprise Specifications Prime Contractor Waiver Form OFFEROR COMPANY NAME: Check applicable block to describe prime PROJECT NAME; NON-MAN/DBE BID DATE City's MBE Project Goai: Offeror's MBE Project Commitment: PROJECT NUMBER % If both answers to this form are YES, do not complete ATTACHMENT IC (Good Faith Effort Form). All questions on this form must be completed and a detailed explanation provided, if applicable. If the answer to either question is NO, then you must complete ATTACHMENT 1 C. This form is only applicable if both answers are yes. Failure to complete this form in its entirety and be received by the Purchas"Ing Division no later than 2:00 p.m., on the second city business day after bid opening, exclusive of the bid opening date, will result in the bid being considered non -responsive to bid specifications. Will you perform this entire contract without subcontractors? YES If yes, please provide a detailed explanation that proves based on the size and scope of this project, this is your normal business practice and provide an operational profile of your business. NO Will you perform this entire contract without suppliers? YES If yes, please provide a detailed explanation that proves based on the size and scope of this project, this is your normal business practice and provide an inventory profile of your business. NO The Offeror further agrees to provide, directly to the City upon request, complete and accurate information regarding actual work performed by all subcontractors, including MBE(s) on this contract, the payment thereof and any proposed changes to the original. MBE(s) arrangements submitted with this bid. The Offeror also agrees to allow an audit and/or examination of any books, records and files held by their company that will substantiate the actual work performed by the MBEs on this contract, by an authorized officer or employee of the City. Any intentional and/or knowing misrepresentation of facts will be grounds for terminating the contract or debarment from City work for a period of not less than three (3) years and for initiating action under Federal, State or Local laws concerning false statements. Any failure to comply with this ordinance creates a material breach of contract and may result in a determination of an irresponsible Offeror and barred from participating in City work for a period of time not less than one (1) year. Authorized Signature Title Company Name Address City/State/Zip Printed Signature Contact Name (if different) Phone Number Fax Number Email Address Date Rev. 2110115 ATTACHMENT I Page 1 of 4 FORT WORTH City of Fort Worth Minority Business Enterprise MBE (good Faith Effort Fora/ OFFEROR COMPANY NAME: Check applicable block to describe Offeror PROJECT NAME: MNVTBE NON-MNVIDBE BID DATE City's MBE Project Goal: Offeror's MBE Project Commitment: PROJECT NUMBER % If the Offeror did not meet or exceed the MBE subcontracting goal for this project, the Offeror must complete this form. w if the Offeror's method of compliance with the MBE goal is based upon demonstration of a "good faith effort", the Offeror will have the burden of correctly and accurately preparing and submitting the documentation required by the City. Compliance with each item, 1 thru 11 below, shall satisfy the Good Faith Effort requirement absent proof of fraud, intentional and/or knowing misrepresentation of the facts or intentional discrimination by the Offeror. Failure to complete this form, in its entirety with supporting documentation, and received by the Purchasing Division no later than 2:00 p.m. on the second City business day after bid opening, exclusive of bid opening date, will result in the bid being considered non -responsive to bid specifications. 1.j Please list each and every subcontracting andlor supplier opportunity for the completion of this project, regardless of whether it is to be provided by a MBE or non -MBE. (DO NOT HST NAMES OF; FIRMS) On all projects, the Offeror must list each subcontracting and or supplier opportunity regardless of tier. aaamonal sneers. Ir I List of Subcontracting Opportunities I List of Supplier Opportunities I Rev. 2110/15 ATTACHMENT IC Page 2 of 4 2.) Obtain a current (not more than two (2) months old from the bid open date) list of MBE subcontractors and/or suppliers from the City's MIWBE Office. Yes Date of Listing 1 1 No 3.) ' Did you solicit bids from MBE firms, within the subcontracting and/or supplier areas previously listed, at feast ten calendar days prior to bid opening by mail, exclusive of the day the bids are opened? Yes (If yes, attach MBE mail listing to include name of firm and address and a dated copy of letter mailed.) No 4.) Did you solicit bids from MBE firms, within the subcontracting and/or supplier areas previously listed, at feast ten calendar days prior to bid opening by telephone, exclusive of the day the bids are opened? Yes (If yes, attach list to include name Of MBE firm, person contacted, phone number and date and time of contact.) No 5.) Did you solicit bids from MBE firms, within the subcontracting and/or supplier areas previously listed, at least ten calendar days prior to bid opening by facsimile (fax), exclusive of the day the bids are opened? Yes (if yes, attach list to include name of MBE firm, fax number and date and time of contact. In addition, if the fax is returned as undeliverable, then that "undeliverable confirmation" received must be printed directly from the facsimile for proper documentation. Failure to submit confirmation and/or "undeliverable confirmation" documentation may render the GFE non -responsive,) No 6.) Did you solicit bids from MBE firms, within the subcontracting and/or supplier areas previously listed, at least ten calendar days prior to bid opening by email, exclusive of the day the bids are opened? Yes (If yes, attach email confirmation to include name of MBE firm, date and time. In addition, if an email is returned as undeliverable, then that "undeliverable message" receipt must be printed directly from the email system for proper documentation. Failure to submit confirmation and/or "undeliverable message" documentation may render the GFE non- responsive.) No NOTE: The four methods identified above are acceptable for soliciting bids, and each selected method must be applied to the applicable contract. The Offeror must document that either at least two attempts were made using two of the four methods or that at least one successful contact was made using one of the four methods in order to be deemed responsive to the Good Faith Effort requirement. NOTE: The Offeror must contact the entire MBE list specific to each subcontracting and supplier opportunity to be in compliance with questions 3 through 6. 7.) Did you provide plans and specifications to potential MBEs? Yes No 8.) Did you provide the information regarding the location of plans and specifications in order to assist the MBEs? Yes No Rev. 2110115 ATTACHMENT 1 C Page 3 of 4 9.) Did you prepare a quotation for the MBEs to bid on goods/services specific to their skill set? Yes (if yes, attach all copies of quotations.) No 10.) Was the contact information on any of the listings not valid? Yes (If yes, attach the information that was not valid in order for the MIWBE Office to address the corrections needed.) No 11.)Submit documentation if MBE quotes were rejected. The documentation submitted should be in the forms of an affidavit, include a detailed explanation of why the MBE was rejected and any supporting documentation the Offeror wishes to be considered by the City. In the event of a bona fide dispute concerning quotes, the Offeror will provide for confidential in -camera access to an inspection of any relevant documentation by City personnel. (Please use additional sheets, if necessaiy, and attach) _ Compan Name Telephone Contact Person Scope of Work Reason for Resection ADDITIONAL, INFORMATION: Please provide additional information you feel will further explain your good and honest efforts to obtain MBE participation on this project. The Offeror further agrees to provide, directly to the City upon request, complete and accurate information regarding actual work performed on this contract, the payment thereof and any proposed changes to the original arrangements submitted with this bid. The Offeror also agrees to allow an audit and/or examination of any books, records and files held by their company that will substantiate the actual work performed on this contract, by an authorized officer or employee of the City. Any intentional and/or knowing misrepresentation of facts will be grounds for terminating the contract or debarment from City work for a period of not less than °three (3) years and for initiating action under Federal, State or Local laws concerning false statements. Any °failure to comply with this ordinance shall create a material breach of contract and may result in a determination of an irresponsible Offeror and debarment from participating in City work for a period of time not less than one (1) year. Rev. 2/10115 ATTACHMENT 'IC Page 4 of 4 The undersigned certifies that the information provided and the MBE(s) listed waslwere contacted in good faith. It is understood that any MBE(s) listed in Attachment 1 C will be contacted and the reasons for not using them will be verified by the City's IVI[WBE Office. Authorized Signature Title Company Name Address City/State/Zip Printed Signature Contact Name and Title (if different) Phone Number Email Address Date Fax Number Rev. 2110115 FORTWORTH CITY OF FORT WORTH M13E Joint Venture Efiszibility Form All questions must be answered; use "N/A" ifnot applicable. Name of City project: A joint venture form must be completed on each project RFPBid/Purchasing Number: 1. Joint venture information: Joint Venture Page 1 of 3 Joint Venture Name: Joint Venture Address: (If applicable) Telephone: Facsimile: E-mail address: Cellular: Identify the firms that comprise the joint venture: Please attach extra sheets if additional space is required to provide detailed explanations of work to be performed by each firm comprising the joint venture MBE firm name: Non -MBE firm name: Business Address: Business Address: City, State, Zip: City, State, Zip: Telephone Facsimile E-mail Telephone Facsimile Cellular Cellular Certification Status: E-mail address Name of Certifying Agency: �z. Neu a of work pertormect t)y the Joint venture: Describe the scone of work of the MBE: 11 Describe the scone of work of the non -MBE: Rev. 2110/15 Joint Venture Page 2of3 3. What is the percentage of MBE participation on this joint venture that you wish to be counted toward meeting the project goal? 4. Attach a copy of the joint venture agreement. S. List components of ownership of joint venture: (Do not complete if this information is described in joint venture agreement) Profit and loss sharing: Capital contributions, including equipment: Other applicable ownership interests: 6. Identify by name, race, sex and firm those individuals (with titles) who are responsible for the day-to-day management and decision making of the joint venture: Financial decisions (to include Account Payable and Receivable): Management decisions: a. Estimating - --------------------------------- b. Marketing and Sales _ _-....----- --------- ------ ------------ ------ c. Hiring and Firing of management personnel — ----- —--------- ------ ------------- d. Purchasing of major equipment and/or supplies Supervision of field operations The City's Minority and Women Business Enterprise Office will review your joint venture submission and will have final approval of the MBE percentage applied toward the goal for the project listed on this form. NOTE: From and after the date of project award, if any of the participants, the individually defined scopes of work or the dollar amountslpercentages change from the originally approved information, then the participants must inform the City's MIWBE Office immediately for approval. Any unjustified change or deletion shall be a material breach of contract and may result in debarment in accord with the procedures outlined in the City's BDE Ordinance. Rev. 2/10/15 Joint Venture Paqe 3 of 3 AFFIDAVIT The undersigned affirms that the foregoing statements are true and correct and include all material information necessary to identify and explain the terms and operation of the joint venture. Furthermore, the undersigned shall agree to provide to the joint venture the stated scope of work, decision -making responsibilities and payments herein. The City also reserves the right to request any additional information deemed necessary to determine if the joint venture is eligible. Failure to cooperate and/or provide requested information within the time specified is grounds for termination of the eligibility process. The undersigned agree to permit audits, interviews with owners and examination of the books, records and files of the joint venture by any authorized representatives of the City of Fort Worth. Failure to comply with this provision shall result in the termination of any contract, which may be awarded under the provisions of this joint venture's eligibility and may initiate action under Federal, State and/or Local laws/ordinances concerning false statements or willful misrepresentation of facts. Name of MBE firm ------------------------------------------------------------------------ Name of non -MBE firm Printed Name of Owner Printed Name of Owner Signature of Owner Signature of Owner Printed Name of Owner Printed Name of Owner Signature of Owner Signature of Owner Title Title Date Date State of On this Notarization County of day of , 20 , before me appeared and to me personally known and who, being duly sworn, did execute the foregoing affidavit and did state that they were properly authorized to execute this affidavit and did so as their free act and deed. Notary Public Print Nan Notary Public Signature Commission Expires (seal) 121M IM[4YAM GC-6o07 Wage Dates s 2013 Prevailing Wage Rates (Heavy and Highway Construction Projects) 1 2013 Prevailing Wage Dates (Commercial Construction Projects) a CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 SMALL DIAMETER WATER MAIN EXTENSIONS, REPLACEMENTS & RELOCATIONS CONTRACT 2019 City Project No. 102197 2013 PREVAILING WAGE RATES (Heavy and Highway Construction Projects) CLASSIFICATION DESCRIPTION Wage Rate Asphalt Distributor Operator $ 15.32 Asphalt Paving Machine Operator $ 13.99 Asphalt Raker $ 12.69 ' Broom or Sweeper Operator $ 11.74 Concrete Finisher, Paving and Structures $ 14.12 Concrete Pavement Finishing Machine Operator $ 16.05 Concrete Saw Operator $ 14.48 Crane Operator, Hydraulic 80 tons or less $ 18.12 Crane Operator, Lattice Boom 80 Tons or Less $ 17.27 Crane Operator, Lattice Boom Over 80 Tons $ 20.52 Crawler Tractor Operator $ 14.07 Electrician $ 19.80 - Excavator Operator, 50,000 pounds or less $ 17.19 Excavator Operator, Over 50,000 pounds $ 16.99 Flagger $ 10.06 Form Builder/Setter, Structures $ 13.84 Form Setter, Paving & Curb $ 13.16 Foundation Drill Operator, Crawler Mounted $ 17.99 Foundation Drill Operator, Truck Mounted $ 21.07 Front End Loader Operator, 3 CY or Less $ 13.69 Front End Loader Operator, Over 3 CY $ 14.72 - Laborer, Common $ 10.72 Laborer, Utility $ 12.32 Loader/Backhoe Operator $ 15.18 Mechanic $ 17.68 Milling Machine Operator $ 14.32 Motor Grader Operator, Fine Grade $ 17.19 Motor Grader Operator, Rough $ 16.02 Off Road Hauler $ 12.25 Pavement Marking Machine Operator $ 13.63 Pipelayer $ 13.24 Reclaimer/Pulverizer Operator $ 11.01 Reinforcing Steel Worker $ 16.18 Roller Operator, Asphalt $ 13.08 Roller Operator, Other $ 11.51 Scraper Operator $ 12.96 Servicer $ 14.58 Small Slipform Machine Operator $ 15.96 - Spreader Box Operator $ 14.73 Truck Driver Lowboy --Float $ 16.24 Truck Driver Tra nsit-Mix $ 14.14 Truck Driver, Single Axle $ 12.31 Truck Driver, Single or Tandem Axle Dump Truck $ 12.62 Truck Driver, Tandem Axle Tractor with Semi Trailer $ 12.86 Welder $ 14.84 Work Zone Barricade Servicer $ 11.68 The Davis -Bacon Act prevailing wage rates shown for Heavy and Highway construction projects were determined by the United States Department of Labor and current as of September 2013. The titles and descriptions for the classifications listed are detailed in the AGC of Texas' Standard Job Classifications and Descriptions for Highway, Heavy, Utilities, and Industrial Construction in Texas. Page 1 of 1 a 2013 PREVAILING WAGE RATES (Commercial Construction Projects) CLASSIFICATION DESCRIPTION Wage Rate AC Mechanic $ 25.24 AC Mechanic Helper $ 13.67 Acoustical Ceiling Installer $ 16.83 Acoustical Ceiling Installer Helper $ 12.70 Bricklayer/Stone Mason $ 19.45 Bricklayer/Stone Mason Trainee $ 13.31 Bricklayer/Stone Mason Helper $ 10.91 Carpenter $ 17.75 Carpenter Helper $ 14.32 Concrete Cutter/Sawer $ 17.00 Concrete Cutter/Sawer Helper $ 11.00 Concrete Finisher $ 15.77 Concrete Finisher Helper $ 11.00 Concrete Form Builder $ 15.27 Concrete Form Builder Helper $ 11.00 Drywall Mechanic $ 15.36 Drywall Helper $ 12.54 Drywall Taper $ 15.00 Drywall Taper Helper $ 11.50 Electrician (Journeyman) $ 19.63 Electrician Apprentice (Helper) $ 15.64 Electronic Technician $ 20.00 Floor Layer $ 18.00 Floor Layer Helper $ 10.00 Glazier $ 21,03 Glazier Helper $ 12.81 Insulator $ 16.59 Insulator Helper $ 11.21 Laborer Common $ 10.89 Laborer Skilled $ 14.15 _ Lather $ 12.99 Metal Building Assembler $ 16.00 Metal Building Assembler Helper $ 12,00 Metal Installer (Miscellaneous) $ 13.00 Metal Installer Helper (Miscellaneous) $ 11.00 Metal Stud Framer $ 16.12 Metal Stud Framer Helper $ 12.54 Painter $ 16.44 Painter Helper $ 9.98 Pipefitter $ 21.22 Pipefitter Helper $ 15.39 Plasterer $ 16.17 Plasterer Helper $ 12.85 Plumber $ 21.98 Plumber Helper $ 15.85 Reinforcing Steel Setter $ 12.87 Page 1 of 2 Reinforcing Steel Setter Helper $ 11.08 Roofer $ 16.90 Roofer Helper $ 11.15 Sheet Metal Worker $ 16.35 Sheet Metal Worker Helper $ 13.11 Sprinkler System Installer $ 19.17 Sprinkler System Installer Helper $ 14.15 Steel Worker Structural $ 17.00 Steel Worker Structural Helper $ 13.74 Waterproofer $ 15.00 Equipment Operators Concrete Pump $ 18.50 Crane, Clamsheel, Backhoe, Derrick, D'Line Shovel $ 19.31 Forklift $ 16.45 Foundation Drill Operator $ 22.50 Front End Loader $ 16.97 Truck Driver $ 16.77 Weider $ 19.96 Welder Helper $ 13.00 The prevailing wage rates shown for Commercial construction projects were based on a salary survey conducted and published by the North Texas Construction Industry (Fall 2012) Independently compiled bythe Lane Gorman Trubitt, PLLC Construction Group. The descriptions for the classifications listed are provided on the TEXO's (The Construction Association) website. www.texoassociation.org/Chapter/wagerates.asp Page 2 of 2 QGC-6o09 Permits and' Utillties THIS PAGE LEFT INTENTIONALLY LILY BLANK CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 SMALL DIAMETER WATER MAIN EXTENSIONS, REPLACEMENTS & RELOCATIONS CONTRACT 2019 City Project No. 102197 GC-6o24 Nondiscrimination THIS IMAGE LEFT INTENTIONALLY LILY BLANK CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 SMALL DIAMETER WATER MAIN EXTENSIONS, REPLACEMENTS & RELOCATIONS CONTRACT 2019 City Project No. 102197 GR-01 60 ®® Product Requirements THIS PAGE LEFT INTENTIONALLY BLANK CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 SMALL DIAMETER WATER MAIN EXTENSIONS, REPLACEMENTS & RELOCATIONS CONTRACT 2019 City Project No. 102197