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Contract 44429 (2)
CITY SECRETARY f)L'tl Z • CONTRACT No. FoRT WORTH PROJECT MANUAL FOR THE CONSTRUCTION OF TIN coP+r FOR: CONTRACTOR CONTRACTOR'S BONDING CO. an, SECRETARY art MANAGER'S OFFICE ENGINEERING DIV. TIPW • FILE COPY CONCRETE RESTORATION (2013-10) AT VARIOUS LOCATIONS City Project No. GG01-537110-0202002 Betsy Price Tom Higgins Mayor City Manager Douglas W. Wiersig, P.E. Director, Transportation and Public Works Department George Behmanesh, P.E. Assistant Director, Transportation and Public Works Department Prepared for The City of Fort Worth TRANSPORTATION AND PUBLIC WORKS 2013 OFFICIAL RECORD CITY SECRETARY rt WORTH. 'TX RECEIVED AY - 7 2013 115 sfoo /fr.' rer4BEFIN A�IESH*` -Oooee�**;*..e..........ee.aao� 6144/K` 56244 1 cr° tfiy..42.04,(5.4.• a f -- M&C Review http://apps.cfwnet.org/council_packet/mc_review.asp?ID=18144&coun... CITY COUNCIL AGENDA DATE: CODE: SUBJECT: Official site of the Cly of Fort Worth, Texas FORT` ORTII COUNCIL ACTION: Approved on 3/26/2013 3/26/2013 REFERENCE NO.: **C-26162 LOG NAME: C TYPE: CONSENT PUBLIC NO HEARING: Authorize Execution of a Contract with 2CMD, Inc., in the Amount of $554,901.20 for Concrete Restoration 2013-10 at Twelve Locations (COUNCIL DISTRICTS 3, 5, 6, 8 and 9) 2000NCRETE RESTORATION 2013-10 RECOMMENDATION: It is recommended that the City Council authorize execution of a contract with 2CMD, Inc., in the amount of $554,901.20 for concrete restoration 2013-10 at twelve locations. DISCUSSION: The Concrete Restoration 2013-10 contract provides for the repair and reconstruction of failed concrete pavement at 12 locations listed on the attachment provided. Funding for this project was part of Fiscal Year 2013 General Fund. This project was advertised for bid on December 13, 2012 and December 20, 2012 in the Fort Worth Star-Telearam. On January 10, 2013 the following bids were received: BIDDERS 2CMD, Inc Bradley Douglas Construction Services, LLC Urban Construction Group Dake Construction Ed A Wilson, Inc AMOUNT $ 554, 901.20 $ 564, 320.00 $ 651, 820.00 $ 779, 718.00 $ 1, 080, 780.00 M/WBE Office: 2CMD, Inc., is in compliance with the City's BDE Ordinance by committing to 33 percent MBE participation on this project. The City's MBE goal on this project is 13 percent. The City reserves the right to increase or decrease quantities of individual pay items within the contract provided that the total contract amount remains within plus or minus 25 percent of the contract award. This project is located in COUNCIL DISTRICTS 3, 5, 6, 8, and 9. FISCAL INFORMATION/CERTIFICATION: The Financial Management Services Director certifies that funds are available in the current operating budget, as appropriated, of the General Fund. of 2 3/28/2013 10:34 AM M&C Review http://apps.cfwnet.org/council packet/mc review.asp?ID=18144&coup... TO Fund/Account/Centers FROM Fund/Account/Centers GG01 537110 0202002 $554.901.20 Submitted for City Manaaer's Office bv: Fernando Costa (6122) Oriainatina Department Head: Douglas W. Wiersig (7801) Additional Information Contact: George A. Behmanesh (7914) ATTACHMENTS 2000NCRE 2013-10 MAPO1.Ddf 2000NCRE 2013-10 MAP02.odf 2000NCRE 2013-10 MAP03.Ddf 2000NCRE 2013-10 MAP04.odf Street Locations .odf of2 3/28/2013 10:34 AM 1 SECTION 00 00 00 2 TABLE OF CONTENTS 3 4 Division 00 - General Conditions 5 00-0540 Mayor and Council Communication 6 00-05 15 Addenda 7 00 11 13 Invitation to Bidders 8 00 21 13 Instructions to Bidders 9 00 35 13 Conflict of Interest Affidavit 10 00 41 00 Bid Form 11 00 42 43 Proposal Form Unit Price 12 00 43 13 Bid Bond 13 00 43 37 Vendor Compliance to State Law Nonresident Bidder 14 00 45 26 Contractor Compliance with Workers' Compensation Law 15 00 45 40 Minority Business Enterprise Goal 16 00 52 43 Agreement 17 00 61 13 Performance Bond 18 00 61 14 Payment Bond 19 00 61 19 Maintenance Bond 20 00 61 25 Certificate of Insurance 21 00 72 00 General Conditions 22 00 73 00 Supplementary Conditions 23 24 Division 01- General Requirements 25 01 11 00 Summary of Work 26 01 25 00 Substitution Procedures 27 01 31 19 Preconstruction Meeting 28 01 31 20 Project Meetings 29 01 32 16 Construction Progress Schedule 30 01 32 33 Preconstruction Video 31 01 33 00 Submittals 32 01 35 13 Special Project Procedures 33 01 45 23 Testing and Inspection Services 34 01 50 00 Temporary Facilities and Controls 35 01 55 26 Street Use Permit and Modifications to Traffic Control 36 01 57 13 Storm Water Pollution Prevention Plan 37 01 58 13 Temporary Project Signage 38 01 60 00 Product Requirements 39 01 70 00 Mobilization and Remobilization 40 01 71 23 Construction Staking 41 0174 23 Cleaning 42 01 77 19 Closeout Requirements 43 01 78 39 Project Record Documents 44 45 Division 02 - Existing Conditions 46 02 41 13 Selective Site Demolition 47 02 41 15 Paving Removal 48 49 Division 31- Earthwork CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised August 20, 2012 000000-1 TABLE OF CONTENTS Page 1 of 2 CONCRETE RESTORATION (2013-10) GG01-537110-0202002 000000-2 TABLE OF CONTENTS Page 2 of 2 1 31 23 16 Unclassified Excavation 2 3 Division 32 - Exterior Improvements 4 32 11 23 Flexible Base Courses 5 32 13 13 Concrete Paving 6 32 13 20 Concrete Sidewalks, Driveways and Barrier Free Ramps 7 32 13 73 Concrete Paving Joint Sealants 8 32 91 19 Topsoil Placement and Finishing of Parkways 9 10 Division 33 - Utilities 11 33 05 14 Adjusting Manholes, Inlets, Valve Boxes, and Other Structures to Grade 12 13 Division 34 - Transportation 14 34 71 13 Traffic Control 15 16 Appendix 17 GC-6.06.D Minority and Women Owned Business Enterprise Compliance 18 GC-6.07 Wage Rates 19 A Street Locations 20 B Standards 21 22 END OF SECTION CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised August 20, 2012 CONCRETE RESTORATION (2013-10) GG01-537110-0202002 001113-1 INVITATION TO BIDDERS Page 1 of 2 1 2 3 RECEIPT OF BIDS 4 Sealed bids for the construction of CONCRETE RESTORATION (2013-10) AT VARIOUS 5 LOCATIONS, GG01-537110-0202002 will be received by the City of Fort Worth Purchasing 6 Office: 7 8 City of Fort Worth 9 Purchasing Division 10 1000 Throckmorton Street 11 Fort Worth, Texas 76102 12 until 1:30 P.M. CST, Thursday, January 10, 2013, and bids will be opened publicly and read 13 aloud at 2:00 PM CST in the Council Chambers. 14 15 GENERAL DESCRIPTION OF WORK 16 The major work will consist of the (approximate) following: 17 18 10,600 S.Y Remove Concrete 19 10,600 S.Y. 7" Concrete Pavement HES 20 10,000 L.F. Silicon Joint Sealant 21 1,720 C.Y. Flex Base 22 200 C.Y. Concrete HES 23 24 DOCUMENT EXAMINATION AND PROCUREMENTS 25 The Bidding and Contract Documents may be examined or obtained on-line by visiting the City 26 of Fort Worth's Purchasing Division website at http://www.fortworthaov.or>?/purchasing/ and 27 clicking on the Buzzsaw link to the advertised project folders on the City's Buzzsaw site. The 28 Contract Documents may be downloaded, viewed, and printed by interested contractors and/or 29 suppliers. 30 31 Copies of the Bidding and Contract Documents may be purchased from Pamela Forehand, 817- 32 392-7913. City of Fort Worth, TPW, 2nd Floor, 1000 Throckmorton St., Fort Worth, TX 76102. 33 34 The cost of Bidding and Contract Documents is: $30.00 35 36 PREBID CONFERENCE 37 A prebid conference may be held as described in Section 00 21 13 - INSTRUCTIONS TO 38 BIDDERS at the following location, date, and time: 39 DATE: Friday, December 28, 2012 40 TIME: 09.00 A.M. 41 PLACE: Transportation & Public Works, 1000 Throckmorton Street, Room 270 42 Fort Worth, Texas 76102 43 LOCATION: Municipal Building, 2"a Floor. 44 45 CITY'S RIGHT TO ACCEPT OR REJECT BIDS 46 City reserves the right to waive irregularities and to accept or reject bids. 47 48 INQUIRIES 49 All inquiries relative to this procurement should be addressed to the following: CITY OF FORT WORTH CONCRETE RESTORATION (2013-10) STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS GG01-537110-0202002 Revised July 1, 2011 SECTION 0011 13 INVITATION TO BIDDERS 1 Attn: Tariqul Islam, City of Fort Worth 2 Email: tariqul.islam@fortworthTexas.gov 3 Phone: 817-392-2486 4 5 ADVERTISEMENT DATES 6 December 13, 2012 7 December 20, 2013 8 9 END OF SECTION CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 001113-2 INVITATION TO BIDDERS Page 2 of 2 CONCRETE RESTORATION (2013-10) GG01-537110-0202002 1 2 SECTION 00 21 13 INSTRUCTIONS TO BIDDERS 002113-1 INSTRUCTIONS TO BIDDERS Page 1 of 9 3 4 1. Defined Terms 5 6 1.1. Terms used in these INSTRUCTIONS TO BIDDERS, which are defined in Section 00 72 7 00 - GENERAL CONDITIONS. 8 9 1.2. Certain additional terms used in these INSTRUCTIONS TO BIDDERS have the 10 meanings indicated below which are applicable to both the singular and plural thereof. 11 12 1.2.1. Bidder: Any person, firm, partnership, company, association, or corporation acting 13 directly through a duly authorized representative, submitting a bid for performing 14 the work contemplated under the Contract Documents. 15 16 1.2.2. Nonresident Bidder: Any person, firm, partnership, company, association, or 17 corporation acting directly through a duly authorized representative, submitting a 18 bid for performing the work contemplated under the Contract Documents whose 19 principal place of business is not in the State of Texas. 20 21 1.2.3. Successful Bidder: The lowest responsible and responsive Bidder to whom City 22 (on the basis of City's evaluation as hereinafter provided) makes an award. 23 24 2. Copies of Bidding Documents 25 26 2.1. Neither City nor Engineer shall assume any responsibility for errors or misinterpretations 27 resulting from the Bidders use of incomplete sets of Bidding Documents. 28 29 2.2. City and Engineer in making copies of Bidding Documents available do so only for the 30 purpose of obtaining Bids for the Work and do not authorize or confer a license or grant 31 for any other use. 32 33 34 35 3.1. All Bidders and their subcontractors are required to be prequalified for the work types 36 requiring prequalification at the time of bidding Prih rcccived from contractors who aro 37 not prequalified (even if inadvertently open) ch':all not be considered. 38 39 3.2. Each Bidder unless currently prequalified, must be prepared tc-itx snit to City within 40 seven (7) calendar dayo prior to Bid opening, the documentation identified in Section 00 41 45 11, BIDDERS PREQUALIFICATIONS. 42 43 3.3.1. Subrnisoion of and/or quest-ario �L�*.cd to prequalification 3ho uld be addressed to 44 the City contact as provided in P—yaph 6.1. 45 46 CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 CONCRETE REATPRATION (2013-10) GG01-537110-0202002 00 21 13 - 2 INSTRUCTIONS TO BIDDERS Page 2 of 9 1 3.3. The City reserves the right to r-quire any phv qualified contractor who is the apparent low 2 3 di3cretiEr i ,- raquire, including but not limited to manpow it to art records, 4 to the project, and construction schedule, 5 to assist the City in evaluating and assessing the ability of tha ter, law bidder(s) to 6 deliver a quality product and successfully complete projects for the amount bid within 7 the stipulated time frame. Based upon the City's assessment of tk c,�a Witte 8 information, a recommendation regarding the award of a contract will be made to the 9 City Council. l''ailt t: to submit the additional information, if requested, may be grounds 10 for rejecting the apparent low bidder as non responsive. Affected contractors will be 11 notified in writing of a recommendation to the City Council. 12 13 3.1.1n addition to prequalification, additional requirements for qualification may be required 14 within various sections of the Contract Documents. 15 16 4. Examination of Bidding and Contract Documents, Other Related Data, and Site 17 18 4.1. Before submitting a Bid, each Bidder shall: 19 20 4.1.1. Examine and carefully study the Contract Documents and other related data 21 identified in the Bidding Documents (including "technical data" referred to in 22 Paragraph 4.2. below). No information given by City or any representative of the 23 City other than that contained in the Contract Documents and officially 24 promulgated addenda thereto, shall be binding upon the City. 25 26 4.1.2. Visit the site to become familiar with and satisfy Bidder as to the general, local and 27 site conditions that may affect cost, progress, performance or furnishing of the 28 Work. 29 30 4.1.3. Consider federal, state and local Laws and Regulations that may affect cost, 31 progress, performance or furnishing of the Work. 32 33 34 4.1.4. Study all: (i) reports of explorations and tests of subsurface conditions at or 35 contiguous to the Site and all drawings of physical conditions relating to existing 36 surface or subsurface structures at the Site (except Underground Facilities) that 37 have been identified in the Contract Documents as containing reliable "technical 38 data" and (ii) reports and drawings of Hazardous Environmental Conditions, if any, 39 at the Site that have been identified in the Contract Documents as containing 40 reliable "technical data." 41 42 4.1.5. Be advised that the Contract Documents on file with the City shall constitute all of 43 the information which the City will furnish. All additional information and data 44 which the City will supply after promulgation of the formal Contract Documents 45 shall be issued in the form of written addenda and shall become part of the Contract 46 Documents just as though such addenda were actually written into the original 47 Contract Documents. No information given by the City other than that contained in 48 the Contract Documents and officially promulgated addenda thereto, shall be 49 binding upon the City. 50 CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 CONCRETE REATPRATION (2013-10) GG01-537110-0202002 00 21 13 - 3 INSTRUCTIONS TO BIDDERS Page 3 of 9 1 4.1.6. Perform independent research, investigations, tests, borings, and such other means 2 as may be necessary to gain a complete knowledge of the conditions which will be 3 encountered during the construction of the project. On request, City may provide 4 each Bidder access to the site to conduct such examinations, investigations, 5 explorations, tests and studies as each Bidder deems necessary for submission of a 6 Bid. Bidder must fill all holes and clean up and restore the site to its former 7 conditions upon completion of such explorations, investigations, tests and studies. 8 9 4.1.7. Determine the difficulties of the Work and all attending circumstances affecting the 10 cost of doing the Work, time required for its completion, and obtain all information 11 required to make a proposal. Bidders shall rely exclusively and solely upon their 12 own estimates, investigation, research, tests, explorations, and other data which are 13 necessary for full and complete information upon which the proposal is to be based. 14 It is understood that the submission of a proposal is prima -facie evidence that the 15 Bidder has made the investigation, examinations and tests herein required. Claims 16 for additional compensation due to variations between conditions actually 17 encountered in construction and as indicated in the Contract Documents will not be 18 allowed. 19 20 4.1.8. Promptly notify City of all conflicts, errors, ambiguities or discrepancies in or 21 between the Contract Documents and such other related documents. The Contractor 22 shall not take advantage of any gross error or omission in the Contract Documents, 23 and the City shall be permitted to make such corrections or interpretations as may 24 be deemed necessary for fulfillment of the intent of the Contract Documents. 25 26 4.2. Reference is made to Section 00 73 00 — Supplementary Conditions for identification of: 27 28 4.2.1. those reports of explorations and tests of subsurface conditions at or contiguous to 29 the site which have been utilized by City in preparation of the Contract Documents. 30 The logs of Soil Borings, if any, on the plans are for general information only. 31 Neither the City nor the Engineer guarantee that the data shown is representative of 32 conditions which actually exist. 33 34 4.2.2. those drawings of physical conditions in or relating to existing surface and 35 subsurface structures (except Underground Facilities) which are at or contiguous to 36 the site that have been utilized by City in preparation of the Contract Documents. 37 38 4.2.3. copies of such reports and drawings will be made available by City to any Bidder 39 on request. Those reports and drawings may not be part of the Contract 40 Documents, but the "technical data" contained therein upon which Bidder is entitled 41 to rely as provided in Paragraph 4.02. of the General Conditions has been identified 42 and established in Paragraph SC 4.02 of the Supplementary Conditions. Bidder is 43 responsible for any interpretation or conclusion drawn from any "technical data" or 44 any other data, interpretations, opinions or information. 45 CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 CONCRETE REATPRATION (2013-10) GG01-537110-0202002 00 21 13 - 4 INSTRUCTIONS TO BIDDERS Page 4 of 9 1 4.3. The submission of a Bid will constitute an incontrovertible representation by Bidder (i) 2 that Bidder has complied with every requirement of this Paragraph 4, (ii) that without 3 exception the Bid is premised upon performing and furnishing the Work required by the 4 Contract Documents and applying the specific means, methods, techniques, sequences or 5 procedures of construction (if any) that may be shown or indicated or expressly required 6 by the Contract Documents, (iii) that Bidder has given City written notice of all 7 conflicts, errors, ambiguities and discrepancies in the Contract Documents and the 8 written resolutions thereof by City are acceptable to Bidder, and when said conflicts, 9 etc., have not been resolved through the interpretations by City as described in 10 Paragraph 6., and (iv) that the Contract Documents are generally sufficient to indicate 11 and convey understanding of all terms and conditions for performing and furnishing the 12 Work. 13 14 4.4. The provisions of this Paragraph 4, inclusive, do not apply to Asbestos, Polychlorinated 15 biphenyls (PCBs), Petroleum, Hazardous Waste or Radioactive Material covered by 16 Paragraph 4.06. of the General Conditions, unless specifically identified in the Contract 17 Documents. 18 19 5. Availability of Lands for Work, Etc. 20 21 5.1. The lands upon which the Work is to be performed, rights -of -way and easements for 22 access thereto and other lands designated for use by Contractor in performing the Work 23 are identified in the Contract Documents. All additional lands and access thereto 24 required for temporary construction facilities, construction equipment or storage of 25 materials and equipment to be incorporated in the Work are to be obtained and paid for 26 by Contractor. Easements for permanent structures or permanent changes in existing 27 facilities are to be obtained and paid for by City unless otherwise provided in the 28 Contract Documents. 29 30 5.2. Outstanding right-of-way, easements, and/or permits to be acquired by the City are listed 31 in Paragraph SC 4.01 of the Supplementary Conditions. In the event the necessary right- 32 of -way, easements, and/or permits are not obtained, the City reserves the right to cancel 33 the award of contract at any time before the Bidder begins any construction work on the 34 project. 35 36 5.3. The Bidder shall be prepared to commence construction without all executed right-of- 37 way, easements, and/or permits, and shall submit a schedule to the City of how 38 construction will proceed in the other areas of the project that do not require permits 39 and/or easements. 40 41 6. Interpretations and Addenda 42 CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July I, 2011 CONCRETE REATPRATION (2013-10) GG01-537110-0202002 002113-5 INSTRUCTIONS TO BIDDERS Page 5 of 9 1 6.1 All questions about the meaning or intent of the Bidding Documents are to be directed to 2 City in writing on or before 2 p.m., the Monday prior to the Bid opening. Questions 3 received after this day may not be responded to. Interpretations or clarifications 4 considered necessary by City in response to such questions will be issued by Addenda 5 delivered to all parties recorded by City as having received the Bidding Documents. 6 Only questions answered by foiuial written Addenda will be binding. Oral and other 7 interpretations or clarifications will be without legal effect. 8 9 Address questions to: 10 11 City of Fort Worth 12 1000 Throckmorton Street 13 Fort Worth, TX 76102 14 Attn: Tariqul Islam, City of Fort Worth 15 Fax: 817-392-8092 16 Email: tariqul.islam@fortworthTexas.gov 17 Phone: 817-392-2486 18 19 20 6.2. Addenda may also be issued to modify the Bidding Documents as deemed advisable by 21 City. 22 23 6.3. Addenda or clarifications may be posted via Buzzsaw at <Insert Link to Documents>. 24 25 6.4. A prebid conference may be held at the time and place indicated in the Advertisement or 26 INVITATION TO BIDDERS. Representatives of City will be present to discuss the 27 Project. Bidders are encouraged to attend and participate in the conference. City will 28 transmit to all prospective Bidders of record such Addenda as City considers necessary 29 in response to questions arising at the conference. Oral statements may not be relied 30 upon and will not be binding or legally effective. 31 32 7. Bid Security 33 34 7.1. Each Bid must be accompanied by Bid Bond made payable to City in an amount of five 35 (5) percent of Bidder's maximum Bid price on form attached, issued by a surety meeting 36 the requirements of Paragraphs 5.01 of the General Conditions. 37 38 7.2. The Bid Bond of all Bidders will be retained until the conditions of the Notice of Award 39 have been satisfied. If the Successful Bidder fails to execute and deliver the complete 40 Agreement within 10 days after the Notice of Award, City may consider Bidder to be in 41 default, rescind the Notice of Award, and the Bid Bond of that Bidder will be forfeited. 42 Such forfeiture shall be City's exclusive remedy if Bidder defaults. The Bid Bond of all 43 other Bidders whom City believes to have a reasonable chance of receiving the award 44 will be retained by City until final contract execution. 45 46 8. Contract Times 47 The number of days within which, or the dates by which, Milestones are to be achieved in 48 accordance with the General Requirements and the Work is to be completed and ready for 49 Final Acceptance is set forth in the Agreement or incorporated therein by reference to the 50 attached Bid Form. 51 CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 CONCRETE REATPRATION (2013-10) GG01-537110-0202002 00 21 13 - 6 INSTRUCTIONS TO BIDDERS Page 6 of 9 1 9. Liquidated Damages 2 Provisions for liquidated damages are set forth in the Agreement. 3 4 10. Substitute and "Or -Equal" Items 5 The Contract, if awarded, will be on the basis of materials and equipment described in the 6 Bidding Documents without consideration of possible substitute or "or -equal" items. 7 Whenever it is indicated or specified in the Bidding Documents that a "substitute" or "or- 8 equal" item of material or equipment may be furnished or used by Contractor if acceptable to 9 City, application for such acceptance will not be considered by City until after the Effective 10 Date of the Agreement. The procedure for submission of any such application by Contractor 11 and consideration by City is set forth in Paragraphs 6.05A., 6.05B. and 6.05C. of the General 12 Conditions and is supplemented in Section 01 25 00 of the General Requirements. 13 14 11. Subcontractors, Suppliers and Others 15 16 11.1. In accordance with City Ordinance No. 20020-12-2011 (as amended), the City has 17 goals for the participation of minority business enterprises in City contracts. A copy 18 of the Ordinance can be obtained from the Office of the City Secretary. The Bidder 19 shall submit the MBE Utilization Form, Subcontractor/Supplier Utilization Form, 20 Prime Contractor Waiver Form and/or Good Faith Effort Form (with 21 "documentation) and/or Joint Venture Form as appropriate. The Forms including 22 documentation must be received by the City no later than 5:00 P.M. CST, five (5) 23 City business days after the bid opening date. The Bidder shall obtain a receipt from 24 the City as evidence the documentation was received. Failure to comply shall render 25 the bid as non -responsive. 26 27 11.2. No Contractor shall be required to employ any Subcontractor, Supplier, other person 28 or organization against whom Contractor has reasonable objection. 29 30 12. Bid Form 31 32 12.1. The Bid Form is included with the Bidding Documents; additional copies may be 33 obtained from the City. 34 35 12.2. All blanks on the Bid Form must be completed by printing in ink and the Bid Form 36 signed in ink. Erasures or alterations shall be initialed in ink by the person signing 37 the Bid Form. A Bid price shall be indicated for each Bid item, alternative, and unit 38 price item listed therein. In the case of optional alternatives, the words "No Bid," 39 "No Change," or "Not Applicable" may be entered. Bidder shall state the prices, 40 written in ink in both words and numerals, for which the Bidder proposes to do the 41 work contemplated or furnish materials required. All prices shall be written legibly. 42 In case of discrepancy between price in written words and the price in written 43 numerals, the price in written words shall govern. 44 45 12.3. Bids by corporations shall be executed in the corporate name by the president or a 46 vice-president or other corporate officer accompanied by evidence of authority to 47 sign. The corporate seal shall be affixed. The corporate address and state of 48 incorporation shall be shown below the signature. 49 CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 CONCRETE REATPRATION (2013-10) GG01-537110-0202002 00 21 13 -7 INSTRUCTIONS TO BIDDERS Page 7 of 9 1 12.4. Bids by partnerships shall be executed in the partnership name and signed by a 2 partner, whose title must appear under the signature accompanied by evidence of 3 authority to sign. The official address of the partnership shall be shown below the 4 signature. 5 6 12.5. Bids by limited liability companies shall be executed in the name of the firm by a 7 member and accompanied by evidence of authority to sign. The state of formation of 8 the firm and the official address of the firm shall be shown. 9 10 12.6. Bids by individuals shall show the Bidder's name and official address. 11 12 12.7. Bids by joint ventures shall be executed by each joint venturer in the manner 13 indicated on the Bid Form. The official address of the joint venture shall be shown. 14 15 12.8. All names shall be typed or printed in ink below the signature. 16 17 12.9. The Bid shall contain an acknowledgement of receipt of all Addenda, the numbers of 18 which shall be filled in on the Bid Form. 19 20 12.10. Postal and e-mail addresses and telephone number for communications regarding the 21 Bid shall be shown. 22 23 12.11. Evidence of authority to conduct business as a Nonresident Bidder in the state of 24 Texas shall be provided in accordance with Section 00 43 37 — Vendor Compliance 25 to State Law Non Resident Bidder. 26 27 13. Submission of Bids 28 Bids shall be submitted on the prescribed Bid Form, provided with the Bidding Documents, 29 at the time and place indicated in the Advertisement or INVITATION TO BIDDERS, 30 addressed to City Manager of the City, and shall be enclosed in an opaque sealed envelope, 31 marked with the City Project Number, Project title, the name and address of Bidder, and 32 accompanied by the Bid security and other required documents. If the Bid is sent through the 33 mail or other delivery system, the sealed envelope shall be enclosed in a separate envelope 34 with the notation "BID ENCLOSED" on the face of it. 35 36 14. Modification and Withdrawal of Bids 37 38 14.1. Bids addressed to the City Manager and filed with the Purchasing Office cannot be 39 withdrawn prior to the time set for bid opening. A request for withdrawal must be 40 made in writing by an appropriate document duly executed in the manner that a Bid 41 must be executed and delivered to the place where Bids are to be submitted at any 42 time prior to the opening of Bids. After all Bids not requested for withdrawal are 43 opened and publicly read aloud, the Bids for which a withdrawal request has been 44 properly filed may, at the option of the City, be returned unopened. 45 46 14.2. Bidders may modify their Bid by electronic communication at any time prior to the 47 time set for the closing of Bid receipt. 48 CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 CONCRETE REATPRATION (2013-10) GG01-537110-0202002 00 21 13 - 8 INSTRUCTIONS TO BIDDERS Page 8 of 9 1 15. Opening of Bids 2 Bids will be opened and read aloud publicly at the place where Bids are to be submitted. An 3 abstract of the amounts of the base Bids and major alternates (if any) will be made available 4 to Bidders after the opening of Bids. 5 6 16. Bids to Remain Subject to Acceptance 7 All Bids will remain subject to acceptance for the time period specified for Notice of Award 8 and execution and delivery of a complete Agreement by Successful Bidder. City may, at 9 City's sole discretion, release any Bid and nullify the Bid security prior to that date. 10 11 17. Evaluation of Bids and Award of Contract 12 13 17.1. City reserves the right to reject any or all Bids, including without limitation the rights 14 to reject any or all nonconforming, nonresponsive, unbalanced or conditional Bids 15 and to reject the Bid of any Bidder if City believes that it would not be in the best 16 interest of the Project to make an award to that Bidder, whether because the Bid is 17 not responsive or the Bidder is unqualified or of doubtful financial ability or fails to 18 meet any other pertinent standard or criteria established by City. City also reserves 19 the right to waive informalities not involving price, contract time or changes in the 20 Work with the Successful Bidder. Discrepancies between the multiplication of units 21 of Work and unit prices will be resolved in favor of the unit prices. Discrepancies 22 between the indicated sum of any column of figures and the correct sum thereof will 23 be resolved in favor of the correct sum. Discrepancies between words and figures 24 will be resolved in favor of the words. 25 26 17.1.1. Any or all bids will be rejected if City has reason to believe that collusion exists 27 among the Bidders, Bidder is an interested party to any litigation against City, 28 City or Bidder may have a claim against the other or be engaged in litigation, 29 Bidder is in arrears on any existing contract or has defaulted on a previous 30 contract, Bidder has performed a prior contract in an unsatisfactory manner, or 31 Bidder has uncompleted work which in the judgment of the City will prevent or 32 hinder the prompt completion of additional work if awarded. 33 34 17.2. City may consider the qualifications and experience of Subcontractors, Suppliers, and 35 other persons and organizations proposed for those portions of the Work as to which 36 the identity of Subcontractors, Suppliers, and other persons and organizations must 37 be submitted as provided in the Contract Documents or upon the request of the City. 38 City also may consider the operating costs, maintenance requirements, performance 39 data and guarantees of major items of materials and equipment proposed for 40 incorporation in the Work when such data is required to be submitted prior to the 41 Notice of Award. 42 43 17.3. City may conduct such investigations as City deems necessary to assist in the 44 evaluation of any Bid and to establish the responsibility, qualifications, and financial 45 ability of Bidders, proposed Subcontractors, Suppliers and other persons and 46 organizations to perform and furnish the Work in accordance with the Contract 47 Documents to City's satisfaction within the prescribed time. 48 49 17.4. Contractor shall perform with his own organization, work of a value not less than 50 35% of the value embraced on the Contract, unless otherwise approved by the City. 51 CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 CONCRETE REATPRATION (2013-10) GG01-537110-0202002 00 21 13 - 9 INSTRUCTIONS TO BIDDERS Page 9 of 9 1 17.5. If the Contract is to be awarded, it will be awarded to lowest responsible and 2 responsive Bidder whose evaluation by City indicates that the award will be in the 3 best interests of the City. 4 5 17.6. Pursuant to Texas Government Code Chapter 2252.001, the City will not award 6 contract to a Nonresident Bidder unless the Nonresident Bidder's bid is lower than 7 the lowest bid submitted by a responsible Texas Bidder by the same amount that a 8 Texas resident bidder would be required to underbid a Nonresident Bidder to obtain a 9 comparable contract in the state in which the nonresident's principal place of 10 business is located. 11 12 17.7. A contract is not awarded until formal City Council authorization. If the Contract is 13 to be awarded, City will award the Contract within 90 days after the day of the Bid 14 opening unless extended in writing. No other act of City or others will constitute 15 acceptance of a Bid. Upon the contractor award a Notice of Award will be issued by 16 the City. 17 18 17.8. Failure or refusal to comply with the requirements may result in rejection of Bid. 19 20 18. Signing of Agreement 21 When City issues a Notice of Award to the Successful Bidder, it will be accompanied by the 22 required number of unsigned counterparts of the Agreement. Within 14 days thereafter 23 Contractor shall sign and deliver the required number of counterparts of the Agreement to 24 City with the required Bonds, Certificates of Insurance, and all other required documentation. 25 City shall thereafter deliver one fully signed counterpart to Contractor. 26 27 28 29 END OF SECTION CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 CONCRETE REATPRATION (2013-10) GG01-537110-0202002 1 2 003513-1 CONFLICT OF INTEREST AFFIDAVIT Page 1 of 3 SECTION 00 3513 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 11 httn://www.ethics.state.tx.usiforms/CIO.pdf 12 13 htto://www.ethics.state.tx.us/forms/CIS.pdf 14 15 CIQ Form is on file with City Secretary 16 17 CIQ Form is being provided to the City Secretary 18 19 CIS Form is on File with City Secretary 20 21 CIS Form is being provided to the City Secretary 22 23 24 25 BIDDER: 26 27 By: 28 Company (Please Print) 29 30 Signature: 31 Address 32 33 Title: 34 City/State/Zip (Please Print) 35 CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 CONCRETE RESTORATION (2013-10) GG01-537110-0202002 003513-1 CONFLICT OF INTEREST AFFIDAVIT Page 1 of 3 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 Foiui) 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 11 httn://www.ethics.state.tx.us/forms/CIO.ndf 12 13 httn://www.ethics.state.tx.us/foinis/CIS.ndf 14 15 CIQ Foul' is on file with City Secretary 16 17 X CIQ Four is being provided to the City Secretary 18 19 CIS Form is on File with City Secretary 20 21 X CIS Form is being provided to the City Secretary 22 23 24 25 BIDDER: 26 27 2CMD, INC. By: MAOSOOD KHAN 28 Company (Please Print) 29 30 1420 N. COOPER STREET, STE 110 Signature: 31 Address 32 33 ARLINGTON, TX 76011 Title: _OPERATIONS MANAGER 34 City/State/Zip (Please Print) 35 36 CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 CONCRETE RESTORATION (2013-9) GG01-537110-0202002 J J CONFLICT OF INTEREST QUESTIONNAIRE For vendor or other person doing business with local governmental entity This questionnaire reflects changes made to the law by H.B. 1491, 80th Log., Regular Session. This questionnaire is being filed in accordance with Chapter 176, Local Government Code by a person who has a business relationship as defined by Section 176.001(1-a) with a local governmental entity and the person meets requirements under Section 176.006(a). By law this questionnaire must be filed with the records administrator of the local governmental entity not later than the 7th business day after the date the person becomes aware of facts that require the statement to be filed. See Section 176.006, Local Government Code. A person commits an offense if the person knowingly violates Section 176.006, Local Government Code. An offense under this section is a Class C misdemeanor. J Name of person who has a business relationship with local governmental entity. N/A Check this box if you are filing an update to a previously filed questionnaire. (The law requires that you file an updated completed questionnaire with the appropriate filing authority not later than the 7th business day after the date the originally filed questionnaire becomes Incomplete or Inaccurate.) FORM CIQ Name of local government officer with whom filer has employment or business relationship. N/A Name of Officer OFFICE USE ONLY Date Received This section (item 3 including subparts A, B, C & D) must be completed for each officer with whom the filer has an employment or other business relationship as defined by Section 176.001(1-a), Local Govemment Code. Attach additional pages to this Form CIQ as necessary. A is the local government officer named in this section receiving or likely to receive taxable income, other than investment income, from the filer of the questionnaire? Yes II No 8. Is the filer of the questionnaire receiving or likely to receive taxable income, other than investment income, from or at the direction of the local government officer named in this section AND the taxable income is not received from the local governmental entity? Yes No C. Is the filer of this questionnaire employed by a corporation or other business entity with respect to which the local government officer serves as an officer or director, or holds an ownership of 10 percent or more? II Yes No D. Describe each employment or business relationship with the local government officer named in this section. N/A Signature of person doing business with the governmental entity Date Adopted 06/29/2007 LOCAL GOVERNMENT OFFICER CONFLICTS DISCLOSURE STATEMENT (Instructions for completing and filing this form are provided on the next page.) This questionnaire reflects changes made to the law by H.B. 1491, 80th Leg., Regular Session. This is the notice to the appropriate local governmental entity that the following local government officer has become aware of facts that require the officer to file this statement in accordance with Chapter 176, Local Government Code. Name of Local Government Officer N/A N/A Office Held FORM CIS OFFICE USE ONLY Date Received JName of person described by Sections 176.002(a) and 176.003(a), Local Government Code N/A JDescription of the nature and extent of employment or other business relationship with person named in item 3 N/A List gifts accepted by the local government officer and any family member, excluding gifts described by Section 176.003(a-1), if aggregate value of the gifts accepted from person named in item 3 exceed $250 during the 12-month period described by Section 176.003(a)(2)(B) Date Gift Accepted Description of Gift Date Gift Accepted Description of Gift Date Gift Accepted Description of Gift (attach additional forms as necessary) J AFFIDAVIT I swear under penalty of perjury that the above statement is true and correct. I acknowledge that the disclosure applies to a family member (as defined by Section 176.001(2), Local Government Code) of this local government officer. 1 also acknowledge that this statement covers the 12-month period described by Section 176,003(a), Local Government Code. AFFIX NOTARY STAMP / SEAL ABOVE Sworn to and subscribed before me, by the said of Signature of Local Government Officer , 20 to certify which, witness my hand and seal of office. Signature of officer administering oath this the day Printed name of officer administering oath Title of officer administering oath Adopted 06129/2007 00 41 00 BID FORM Page 1 of 3 TO: The City Manager c/o: The Purchasing Department 1000 Throckmorton Street City of Fort Worth, Texas 76102 FOR: City Project No.: Units/Sections: 1. Enter Into Agreement 537110-0202002 CONCRETE PAVING SECTION 00 41 00 BID FORM CONCRETE RESTORATION (2013-9) The undersigned Bidder proposes and agrees, if this Bid is accepted, to enter into an Agreement with City in the form included in the Bidding Documents to perform and furnish all Work as specified or indicated in the Contract Documents for the Bid Price and within the Contract Time indicated in this Bid and in accordance with the other terms and conditions of the Contract Documents. 2. BIDDER Acknowledgements and Certification 2.1. In submitting this Bid, Bidder accepts all of the terms and conditions of the INVITATION TO BIDDERS and INSTRUCTIONS TO BIDDERS, including without limitation those dealing with the disposition of Bid Bond. 2.2. Bidder is aware of all costs to provide the required insurance, will do so pending contract award, and will provide a valid insurance certificate meeting all requirements within 14 days of notification of award. 2.3. Bidder certifies that this Bid is genuine and not made in the interest of or on behalf of any undisclosed individual or entity and is not submitted in conformity with any collusive agreement or rules of any group, association, organization, or corporation. 2.4. Bidder has not directly or indirectly induced or solicited any other Bidder to submit a false or sham Bid. 2.5. Bidder has not solicited or induced any individual or entity to refrain from bidding. 2.6. Bidder has not engaged in corrupt, fraudulent, collusive, or coercive practices in competing for the Contract. For the purposes of this Paragraph: a. "corrupt practice" means the offering, giving, receiving, or soliciting of any thing of value likely to influence the action of a public official in the bidding process. b. "fraudulent practice" means an intentional misrepresentation of facts made (a) to influence the bidding process to the detriment of City (b) to establish Bid prices at artificial non-competitive levels, or (c) to deprive City of the benefits of free and open competition. c. "collusive practice" means a scheme or arrangement between two or more Bidders, with or without the knowledge of City, a purpose of which is to establish Bid prices at artificial, non-competitive levels. d. "coercive practice" means harming or threatening to harm, directly or indirectly, persons or their property to influence their participation in the bidding process or affect the execution of the Contract. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Form Revised 20110627 Bid Form 00 41 00 BID FORM Page 2 of 3 The Bidder acknowled..e.,11.....:«...yefk typeao k i fNNx1 i evtlx: /,m tors: a. b. c. d. 4. Time of Completion 4.1. The Work will be complete for Final Acceptance within 150 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 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 d. Vendor Compliance to State Law Non Resident Bidder, Section 00 43 37 e. MWBE Forms (optional at time of bid) f. nrcguu1:rcation Statcmcnt ccction 00 45 12 g. Conflict of Interest Affidavit, Section 00 35 13 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. Total Bid $554,901.00 (Five hundred fifty four thousand nine hundred one dollar and 00 cents) 7. Bid Submittal This Bid is submitted on January 10, 2013 CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Form Revised 20110627 by the entity named below. Bid Form 00 41 00 BID FORM Page 3 of 3 Respectfully submi By: (Signatur Azeem Yasin (Printed Name) Title: Principal, P.E. Company: 2CMD, Inc. Address: 1420 N. Cooper Street, Suite 110 Arlington, TX 76011 State of Incorporation: Email: azeem(ai2cmdinc.com Phone: 817-459-1420 Texas END OF SECTION CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Fonn Revised 20110627 Receipt is acknowledged of the Initial following Addenda: Addendum No. 1: N/A (Addendum No. 2: N/A (Addendum No. 3: N/A 'Addendum No. 4: 1 N/A Corporate Seal: Bid Fonn 00 42 43 BID PROPOSAL Page 1 of 1 SECTION 00 42 43 PROPOSAL FORM UNIT PRICE BID Bidder's Application Bidlist Item No. Project Item Information Bidder's Proposal Description Specification Section No. Unit of Measure Bid Quantity Unit Price 01- GENERAL 1 0135.0201 ReMobilization 01 70 00 ( EA I 1 I $ 500.00 02-EXISTING CONDITIONS 2 3 4 5 6 7 8 9 10 0241.0201 Remove Concrete Drive 0241.1000 Remove Conrete pvmt 31- EARTHWORK 3123.0101 Unclassified Excavation 32-EXTERIOR IMPROVEMENTS 3211.0122 Flex Base, Type A, GR - 2 3213.0202 7" concerte pavement HES 3213.0208 Concrete HES (Extra Depth) 3213.0700 6" Concrete Driveway 3213.0700 Joint Sealant 33-UTILITIES 3305.0108 Miscellanous Adjustments (Utilities) 02 41 13 SF 160 $ 2.62 02 41 15 SY 10,600 $ 7.00 31 23 16 CY 200 $ 10.50 32 11 23 CY 1,720 $ 5.00 32 13 13 I SY 10,600 $ 39.57 3213 13 I CY 200 $ 100.00 32 13 20 I SF 160 I $ 4.00 32 13 73 1 LF 10,000 1 $ 2.50 33 05 14 1 LS 1 $ 4,000.00 TOTAL Bid Value $ 500.00 $ 419.20 $ 74,200.00 $ 2,100.00 $ 8,600.00 $ 419,442.00 $ 20,000.00 $ 640.00 $ 25,000.00 $ 4,000.00 $ 554,901 00 43 37 VENDOR COMPLIANCE TO STATE LAW Page 1 of 1 SECTION 00 43 37 VENDOR COMPLIANCE TO STATE LAW NON RESIDENT BIDDER A//4 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. N/A A. Nonresident bidders in the State of State Here or Blank our principal place of business, are required to be % Here percent lower than resident bidders by State Law. A copy of the statute is attached. Nonresident bidders in the State of ;, State Heee or Blank : , our principal place of business, are not required to underbid resident bidders. B. The principal place of business of our company or our parent company or majority owner is in the State of Texas.I< BIDDER: Company: 2CMD, Inc. By: Azeem Yasin Address: 1420 N. Cooper Street, Suite 110 Arlington, TX 76011 END OF SECTION CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Form Revised 20110627 3 141 (Signatu Title: Principal, P.E. Date: (o /// o/ / Bid Form 00 45 26 - 1 CONTRACTOR COMPLIANCE WITH WORKER'S COMPENSATION LAW Page 1 of 1 1 SECTION 00 45 26 2 CONTRACTOR COMPLIANCE WITH WORKER'S COMPENSATION LAW 3 Pursuant to Texas Labor Code Section 406.096(a), as amended, Contractor certifies that it 4 provides worker's compensation insurance coverage for all of its employees employed on City 5 Project No. GG01-539590-0202003 Contractor further certifies that, pursuant to Texas Labor 6 Code, Section 406.096(b), as amended, it will provide to City its subcontractor's certificates of 7 compliance with worker's compensation coverage. 8 9 CONTRACTOR: 10 11 2CMD, INC. By: MAOSOOD KHAN 12 Company (Please Print) 13 14 1420 N. COOPER STREET Signature: (ill 15 Address 16 17 ARLINGTON, TX 76011 18 City/State/Zip 19 20 21 THE STATE OF TEXAS § 22 23 24 COUNTY OF TARRANT § 25 26 27 BEFORE ME, the undersigned authority, on this day personally appeared 28 1'c1,, el K , known to me to be the person whose name is 29 subscribed to the foregoing instrument, and acknowledged to me that he/she executed the same as 30 the act and deed of I:' r'cfor the purposes and 31 consideration therein expressed and in the capacity therein stated. 32 33 GIVEN UNDER MY HAND AND SEAL OF OFFICE this 10 day of Title: OPERATIONS MANAGER 34 ,To." , 2012.. 35 36 37 38 39 40 41 filANIZBEH 'IAS Notary Public, State of Texan My Comm �i sion Expires Q. ,1,{ 26, 22" i e (Please Print) -12 Notary Pu is in anchor the State of Texas END OF SECTION CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 CONCRETE RESTORATION (2013-9) GG01-537110-0202002 00 45 40-1 MINORITY AND WOMEN BUSINESS ENTERPRISE GOAL Page 1 of 1 1 SECTION 00 45 40 2 MINORITY BUSINESS ENTERPRISE GOAL 3 APPLICATION OF POLICY 4 If the total dollar value of the contract is greater than $50,000, then the MBE subcontracting goal 5 may be applicable. If the total dollar value of the contract is $50,000 or less, the MBE 6 subcontracting goal is not applicable. 7 8 POLICY STATEMENT 9 It is the policy of the City of Fort Worth to ensure the full and equitable participation by Minority 10 Business Enterprises (MBE) in the procurement of all goods and services. All requirements and 11 regulations stated in the City's current Business Diversity Enterprise Ordinance apply to this bid. 12 13 MBE PROJECT GOAL 14 The City's MBE goal on this project is 13% of the total bid (Base bid applies to Parks and 15 Community Services). Note: If both MBE and SBE subcontracting goals are established for this 16 project, then an Offeror must submit both a MBE Utilization Form and a SBE Utilization Form to be 17 deemed responsive. 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 COMPLIANCE TO BID SPECIFICATIONS On City contracts greater than $50,000 where a MBE subcontracting goal is applied, bidders are required to comply with the intent of the City's Business Diversity 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. Waiver documentation. Failure to comply with the City's Business Diversity Ordinance shall result in the Bid being considered non -responsive. Any questions, please contact the M/WBE Office at (817) 212-2674. SUBMITTAL OF REQUIRED DOCUMENTATION The applicable documents must be received by the Managing Department, within the following times allocated, in order for the entire bid to be considered responsive to the specifications. The Offeror shall deliver the MBE documentation in person to the appropriate employee of the Managing Department and obtain a date/time receipt. Such receipt shall be evidence that the City received the documentation in the time allocated. A faxed copy will not be accepted. 1. Subcontractor Utilization Form, if goal is met received by 5:00 p.m., five (5) City business days after or exceeded: the bid opening date, exclusive of the bid opening date. 2. Good Faith Effort and Subcontractor received by 5:00 p.m., five (5) City business days after Utilization Form, if participation is less than the bid opening date, exclusive of the bid opening date. stated goal: 3. Good Faith Effort and Subcontractor Utilization Form, if no MBE participation: 4. Prime Contractor Waiver Form, if firm will perform all subcontracting/supplier work: 5. Joint Venture Form, if utilizing a joint venture to meet or exceed goal. received by 5:00 p.m., five (5) City business days after the bid opening date, exclusive of the bid opening date. received by 5:00 p.m., five (5) City business days after the bid opening date, exclusive of the bid opening date. received by 5:00 p.m., five (5) City business days after the bid opening date, exclusive of the bid opening date. END OF SECTION CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised September 29, 2012 CONCRETE RESTORATION (2013-9) GG01-537110-0202002 005243-1 Agreement Page 1 of 4 1 SECTION 00 52 43 2 'lHIS AGREEMENT, authorized on March 26.2013. is made by and between the City of Forth 3 Worth, a Texas home rule municipality, acting by and through its duly authorized City Manager, 4 ("City"), and 2CMD, INC., authorized to do business in Texas, acting by and through its duly 5 authorized representative, ("Contractor"). 6 City and Contractor, in consideration of the mutual covenants hereinafter set forth, agree as 7 follows: 8 Article 1. WORK 9 Contractor shall complete all Work as specified or indicated in the Contract Documents for the 10 Project identified herein. 11 Article 2. PROJECT 12 The project for which the Work under the Contract Documents may be the whole or only a part is 13 generally described as follows: 14 CONCRETE RESTORATION (2013-10) AT VARIOUS LOCATIONS 15 GG01-539590-0202002 16 Article 3. CONTRACT TIME 17 3.1 Time is of the essence. 18 All time limits for Milestones, if any, and Final Acceptance as stated in the Contract 19 Documents are of the essence to this Contract. 20 3.2 Final Acceptance. 21 The Work will be complete for Final Acceptance within 150 days after the date when the 22 Contract Time commences to run as provided in Paragraph 2.03 of the General Conditions. 23 3.3 Liquidated damages 24 Contractor recognizes that time is of the essence of this Agreement and that City will 25 suffer financial loss if the Work is not completed within the times specified in Paragraph 26 3.2 above, plus any extension thereof allowed in accordance with Article 12 of the 27 General Conditions. The Contractor also recognizes the delays, expense and difficulties 28 involved in proving in a legal proceeding the actual loss suffered by the City if the Work 29 is not completed on time. Accordingly, instead of requiring any such proof , Contractor 30 agrees that as liquidated damages for delay (but not as a penalty), Contractor shall pay 31 City Six Hundred Fifty Dollars ($650.00) for each day that expires after the time 32 specified in Paragraph 3.2 for Final Acceptance until the City issues the Final Letter of 33 Acceptance. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised November 09, 2011 CONCRETE RESTORATION (2013-10) GG01-537110-0202002 00 52 43 -2 Agreement Page 2 of 4 34 Article 4. CONTRACT PRICE 35 City agrees to pay Contractor for performance of the Work in accordance with the Contract 36 Documents an amount in current funds of FIVE HUNDRED FIFTY FOUR THOUSAND 37 NINE HUNDRED ONE DOLLARS AND TWENTY CENTS ($554,901.201. 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 Fonn(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. MWBE Commitment 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 CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised November 09, 2011 CONCRETE RESTORATION (2013-10) GG01-537110-0202002 005243-3 Agreement Page 3 of 4 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 city. 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 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 or 90 proven that all or some of the damages being sought were caused, in whole or in part, 91 by any act, omission or negligence of the city. 92 93 Article 7.1VIISCELLANEOUS 94 7.1 Terms. 95 Terms used in this Agreement which are defined in Article 1 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 111 Texas. Venue shall be Tarrant County, Texas, or the United States District Court for the 112 Northern District of Texas, Fort Worth Division. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised November 09, 2011 CONCRETE RESTORATION (2013-10) GG01-537110-0202002 118 119 120 00 52 43 - 4 Agreement Page 4 of 4 113 7.6 Other Provisions. 114 The Contractor agrees to pay at least minimum wage per hour for all labor as the same is 115 classified, promulgated and set out by the City, a copy of which is attached hereto and 116 made a part hereof the same as if it were copied verbatim herein. 117 7.7 Authority to Sign. Contractor shall attach evidence of authority to sign Agreement, if other than duly authorized signatory of the Contractor. 121 IN WITNESS WHEREOF, City and Contractor have executed this Agreement in 122 counterparts. 123 124 This Agreement is effective as of the last date signed by the Parties ("Effective Date"). 125 126 127 128 129 130 131 132 133 134 135 Contractor: Signature) \\-2 ke C\ (Printed Name) Title' �, C\C ,; cr. Address: `L 1 City/State/Zip: City of Fort Worth Date Attest: City Sebrefary (Seal) Fernando Costa Assistant City Manager ,5ji//3 n it M&C Date: 312 (e IL3 C Z e ZCv Z tg 4400.0000000n* 49' multiple 4��1h �o004�twp Y i M®$ �t n o©� golf l S\Ci l `P .T (xtApproved as to Form and Legality: 1111:anu » 00,104 au\--7_, Date OFFICIAL RECORD CITY SECRETARY FT. WORTH, TX PA.A. c,Gu Gt,c 711 lc r De„glas W Blacl - 121.che/l . Krc Assistant City Attorney APPROVAL RECOMMENDED: W.Dougla Wiersig, P.E DIRE OR, Transportation and Public Works CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised November 09, 2011 CONCRETE RESTORATION (2013-10) GG01-537110-0202002 1 2 SECTION 00 61 13 PERFORMANCE BOND 006113-1 PERFORMANCE BOND Page 1 of 2 Bond #1009984 3 4 THE STATE OF TEXAS § 5 § KNOW ALL BY THESE PRESENTS: 6 COUNTY OF TARRANT § 7 That we, 2CMD, Inc. , known as 8 "Principal" herein and Mid -Continent Casualty Company , a corporate 9 surety(sureties, if more than one) duly authorized to do business in the State of Texas, known as 10 "Surety" herein (whether one or more), are held and firmly bound unto the City of Fort Worth, a 11 municipal corporation created pursuant to the laws of Texas, known as "City" herein, in the penal Five Hundred Fifty Four Thousand Nine Hundred 12 sum of, One and 20/100 Dollars 13 ($ 554, 901.20 ), lawful money of the United States, to be paid in Fort Worth, 14 Tarrant County, Texas for the payment of which sum well and truly to be made, we bind 15 ourselves, our heirs, executors, administrators, successors and assigns, jointly and severally, 16 firmly by these presents. 17 WHEREAS, the Principal has entered into a certain written contract with the City 18 awarded the 26th day of March , 20 13 , which Contract is hereby referred to and 19 made a part hereof for all purposes as if fully set forth herein, to furnish all materials, equipment 20 labor and other accessories defined by law, in the prosecution of the Work, including any Change 21 Orders, as provided for in said Contract designated as CONCRETE RESTORATION (2013-9) 22 AT VARIOUS LOCATIONS, GG01-537110-0202002 23 NOW, THEREFORE, the condition of this obligation is such that if the said Principal 24 shall faithfully perform it obligations under the Contract and shall in all respects duly and 25 faithfully perform the Work, including Change Orders, under the Contract, according to the plans, 26 specifications, and contract documents therein referred to, and as well during any period of 27 extension of the Contract that may be granted on the part of the City, then this obligation shall be 28 and become null and void, otherwise to remain in full force and effect. 29 PROVIDED FURTHER, that if any legal action be filed on this Bond, venue shall lie in 30 Tarrant County, Texas or the United States District Court for the Northern District of Texas, Fort 31 Worth Division. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 CONCRETE RESTORATION (2013-9) GG01-5371 10-0202002 00 61 13 - 2 PERFORMANCE BOND Page 2 of 2 1 This bond is made and executed in compliance with the provisions of Chapter 2253 of the 2 Texas Government Code, as amended, and all liabilities on this bond shall be determined in 3 accordance with the provisions of said statue. 4 IN WITNESS WHEREOF, the Principal and the Surety have SIGNED and SEALED 5 this instrument by duly authorized agents and officers on this the 2nd day of 6 April , 2013 7 PRINCIPAL: 2CMD, Inc. 8 9 // 10 11 BY: /`2,g'!/�� �''" 12 // ytgn•e 13 ATTEST: 14 15 16 (Principal) Secretary 17 18 19 20 21 22 Witness as to Principal 23 24 25 26 27 28 29 30 31 32 33 O Address: PO Box 1409 34 �, �- Tulsa, OK 74101 35 \<LiretyUL) Telephone Number: 972-671-9105 36 37 38 39 40 41 *Note: If signed by an officer of the Surety Company, there must be on file a certified extract 42 from the by-laws showing that this person has authority to sign such obligation. If 43 Surety's physical address is different from its mailing address, both must be provided. 44 The date of the bond shall not be prior to the date the Contract is awarded. 45 CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 Name and Title Address: 1420 N. Cooper St #110 Arlington, TX 76011 SURETY: Mid -Continent Casualty Company BY: 4." Signature Raul F. Campa, Attorney -in -Fact Name and Title CONCRETE RESTORATION (2013-9) GG01-537110-0202002 006114-1 PAYMENT BOND Page 1 of 2 1 SECTION 00 61 14 2 PAYMENT BOND 3 4 THE STATE OF TEXAS § 5 § KNOW ALL BY THESE PRESENTS: 6 COUNTY OF TARRANT § 7 That we, 2CMD, Inc. , known as 8 "Principal" herein, and Mid -Continent Casualty Company a 9 corporate surety (sureties), duly authorized to do business in the State of Texas, known as 10 "Surety" herein (whether one or more), are held and firmly bound unto the City of Fort Worth, a 11 municipal corporation created pursuant to the laws of the State of Texas, known as "City" herein, Five Hundred Fifty Four Thousand Nine Hundred 12 in the penal sum of One and 20/100 Dollars 13 ($ 554,901.20 ), lawful money of the United States, to be paid in Fort Worth, 14 Tarrant County, Texas, for the payment of which sum well and truly be made, we bind ourselves, 15 our heirs, executors, administrators, successors and assigns, jointly and severally, firmly by these 16 presents: BOND #1009984 17 WHEREAS, Principal has entered into a certain written Contract with City, awarded the 18 26th day of March , 20 13 which Contract is hereby referred to and 19 made a part hereof for all purposes as if fully set forth herein, to furnish all materials, equipment, 20 labor and other accessories as defined by law, in the prosecution of the Work as provided for in 21 said Contract and designated as CONCRETE RESTORATION (2013-9) AT VARIOUS 22 LOCATIONS, GG01-537110-0202002. 23 NOW, THEREFORE, THE CONDITION OF THIS OBLIGATION is such that if 24 Principal shall pay all monies owing to any (and all) payment bond beneficiary (as defined in 25 Chapter 2253 of the Texas Government Code, as amended) in the prosecution of the Work under 26 the Contract, then this obligation shall be and become null and void; otherwise to remain in full 27 force and effect. 28 This bond is made and executed in compliance with the provisions of Chapter 2253 of the 29 Texas Government Code, as amended, and all liabilities on this bond shall be determined in 30 accordance with the provisions of said statute. 31 CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 CONCRETE RESTORATION (2013-9) GG01-537110-0202002 0061 14-2 PAYMENT BOND 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 2nd day of 3 April . 20 13 4 ATTEST: (Principal) Secretary Witness as to Principal ATTEST: urety) Secretary PRINCIPAL: 2CMD, Inc. BY: nittire Name and Title Address: 1420 N. Cooper St #110 Arlington, TX 76011 SURETY: Mid -Continent Casualty Company BY: G- e--- Signature Raul F.Campa, Attorney -in -Fact Name and Title Address: PO Box 1409 Tulsa, OK 74101 Telephone Number: 972-671-9105 5 6 Note: If signed by an officer of the Surety, there must be on file a certified extract from the 7 bylaws showing that this person has authority to sign such obligation. If Surety's physical 8 address is different from its mailing address, both must be provided. 9 10 The date of the bond shall not be prior to the date the Contract is awarded. 11 END OF SECTION 12 CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 CONCRETE RESTORATION (2013-9) GG01-537110-0202002 1 2 SECTION 00 61 19 MAINTENANCE BOND 00 61 19 -1 MAINTENANCE BOND Page 1 of 3 BOND #1009984 3 4 THE STATE OF TEXAS § 5 § KNOW ALL BY THESE PRESENTS: 6 COUNTY OF TARRANT § 7 8 That we 2CMD, Inc. , known as 9 "Principal" herein and Mid -Continent Casualty 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, Five Hundred Fifty Four Thousand Nine Hundred 13 in the sum of One and 20/100 Dollars 14 ($ 554, 901.20 ), lawful money of the United States, to be paid in Fort Worth, 15 Tarrant County, Texas, for payment of which sum 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 26th day of March . 20 13 , 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 CONCRETE RESTORATION 25 (2013-9) AT VARIOUS LOCATIONS, GG01-537110-0202002; and 26 27 WHEREAS, Principal binds 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 I, 2011 CONCRETE RESTORATION (2013-9) GGOI-537110-0202002 0061 19-2 MAINTENANCE BOND Page 2 of 3 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 obligation 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 borne by the Principal and 10 the Surety under this Maintenance bond; and 11 12 PROVIDED FURTHER, that if any legal action be filed 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 CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 CONCRETE RESTORATION (2013-9) GG01-537110-0202002 I i 0061 19-3 MAINTENANCE BOND Page 3 of 3 1 IN WITNESS WHEREOF, the Principal and the Surety have each SIGNED and SEALED this 2 instrument by duly authorized agents and officers on this the 3 20 13 4 5 6 7 8 9 10 11 ATTEST: 12 13 14 (Principal) Secretary 15 16 17 18 19 20 Witness as to Principal 21 22 23 24 25 26 27 28 29 30 31 %j(/(/ /L . Lci, 32 urety) Secret 33 1 n 34 �u 35 itne$s s to Surety 36 37 38 39 40 41 2nd PRINCIPAL: 2CMD, Inc. BY: day of Name and Title April Address: 1420 N. Cooper St #110 Arlington, TX 76011 SURETY: Mid -Continent Casualty Company BY: (�-1"- Signature Raul F. Campa, Attorney -in -Fact Name and Title Address: PO Box 1409 Tulsa, OK 74101 Telephone Number: 972-671-9105 *Note: If signed by an officer of the Surety Company, there must be on file a certified extract from the by-laws showing that this person has authority to sign such obligation. If Surety's physical address is different from its mailing address, both must be provided. The date of the bond shall not be prior to the date the Contract is awarded. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 CONCRETE RESTORATION (2013-9) GGOI-537110-0202002 i MID-CONTINENT CASUALTY COMPANY 1437 SOUTH BOULDER, SUITE 200 • TULSA, OKLAHOMA 74119 • 918-587-7221 • FAX 918-588-1253 POWER OF ATTORNEY KNOW ALL MEN BY THESE PRESENTS: That the MID-CONTINENT CASUALTY COMPANY, a corporation organized and existing under and by virtue of the laws of the State of Ohio, does hereby nominate, constitute and appoint the person or persons named below, each individually if more than one is named, its true and lawful attorney -in -fact, for it and in its name, place and stead to execute on behalf of the said Company, as surety, any and all bonds, undertakings and contracts of suretyship, or other written obligations in the nature thereof. Brent M. Blonigan, Raul F. Campa, Rob Dreiling and Kara Pierce, individually of RICHARDSON, TX IN WITNESS WHEREOF, the MID-CONTINENT CASUALTY COMPANY has caused these presents to be signed and attested by its appropriate officers and its corporate seal hereunto affixed this 14 day of November , 2012 LL*.s'OAS t Z .•ti��QPOq� �TL:. °SEALm• ° • ,+,aH/ 0,,;ttt ATTEST: o--� cap SARA ANDSON ASSISTANT SECRETARY MID-CONTINENT CASUALTY COMPANY 1 TODD BTA "1 • VICE PRESIDENT On this 14 day of November 2012 before me personally appeared TODD BAZATA , to me known, being duly sworn, deposes and says that s/he resides in Tulsa, Oklahoma, that s/he is a Vice President of Mid -Continent Casualty Company, the company described in and which executed the above instrument; that s/he knows the seal of the said Company; that the seal affixed to the said instrument is such corporate seal; that it was so affixed by authority of her/his office under the By -Laws of said Company, and that s/he signed his name thereto by like authority. STATE OF OKLAHOMA COUNTY OF TULSA ss Commission # 05000936 My Commission Expires: 01 _26-13 L. FAY JE SEEJ (/ i� Notary public This Power of Attorney is granted by authority of the following resolutions adopted by the Board of Directors of Mid -Continent Casualty Company by unanimous written consent dated September 25, 2009. RESOLVED: That the President, the Executive Vice President, the several Senior Vice Presidents and Vice Presidents or any one of them, be and hereby is authorized, from time to time, to appoint one or more Attorneys -in -Fact to execute on behalf of the Company, as surety, any and all bonds, undertakings and contracts of suretyship, or other written obligations in the nature thereof; to prescribe their respective duties and the respective limits of their authority; and to revoke any such appointment at any time. RESOLVED FURTHER: That the Company seal and the signature of any of the aforesaid officers and any Secretary or Assistant Secretary of the Company may be affixed by facsimile to any power of attorney or certificate of either given for the execution of any bond, undertaking, contract of suretyship, or other written obligation in the nature thereof, such signature and seal when so used being hereby adopted by the Company as the original signature of such officer and the original seal of the Company, to be valid and binding upon the Company with the same force and effect as though manually affixed. CERTIFICATION 1 SARA ANDERSON , Assistant Secretary of Mid -Continent Casualty Company, do hereby certify that the foregoing Power of Attorney and the Resolutions of the Board of Directors of September 25, 2009 have not been revoked and are now in full force and effect. Signed and sealed this 2Ne day of T�l'/1-4 o SARA ANDE SON Assistant Secretary VOID IF BOX IS EMPTY 1tiIID-CONTINENT CASUALTY COMPANY OKLAHOMA SURETY COMPANY STATE OF TEXAS CLAIi\1 NOTICE ENDORSEMENT In accordance with Section 2253.021 (t) of the Texas Government Code and Section 53.202(6) of the Texas Property Code, any notice of claim to the named surety under this bond(s) should be sent to: 'filing: Physical: MID-CONT[NENT CASUALTY COMPANY OKLAHOMA SURETY COMPANY P.O. BOX 1409 TULSA, OK 74101 TELEPHONE NO. 1-800-722-4994 FAX NO. 1-913-536-0340 E-MAIL: CLAIMS@MCG-(NS.COM 1437 S. BOULDER SUITE 200 TULSA, OKLAHOMA 74119 <1TTACH THIS NOTICE TO YOUR BOND UPON EXECUTION OF THE BOND exasM1® PAGE 2 NAME AND ADDRESS OF INSURED WORKERS' COMPENSATION AND EMPLOYERS LIABILITY INSURANCE POLICY SCHEDULE OF OPERATIONS EXTENSION OF INFORMATION PAGE POLICY NUMBER 2 CMD INC TSF-0001237929 20120430 1420 N COOPER ST STE 110 ARL I NGTON, TX 76011-8530 ISSUE DATE 9-14-2012 ITEM 4 ** SCHEDULE OF OPERATIONS ** LOCATION INFORMATION ST LOC CODE# CLASSIFICATION 42 00001 5474 PAINTING-NOC & DRIVERS 42 00001 5606 CONTRACTOR -EXECUTIVE SUPERVISOR OR CONSTRUCTION SUPERINTENDENT 42 00001 8809 EXECUTIVE OFFICERS NOC- PERFORMING CLERICAL OR OUTSIDE SALESPERSONS DUTIES ONLY PREMIUM BASIS: TOTAL ESTIMATED RATE PER ESTIMATED ANNUAL $100 OF ANNUAL REMUNERATION REMUNERATION PREMIUM 38,507,00 6.83 2,636.00 626,000.00 1.22 7,626.00 110,000.00 .34 374.00 42 00001 8810 CLERICAL OFFICE EMPLOYEES NOC 96,000.00 .25 240.00 Suhj to Experience Mod of .84 Total Estimated Standard Premium 10,875.00 This endorsement changes the policy to which It is attached effective on the inception date of the policy unless a different date is Indicated below. (The following "attaching otause" need be completed only when this endorsement Is Issued subsequent to preparation of the policy.) This endorsement, effective on April 30, 2012 at 12:01 A.M. standard time, forms a partof Policy No. TSF -0001237929 20120430 otthe Texas Mutual insurance Company Issued to 2 CMD INC Premium $ 634.00 7 - 4 WC000001A (ED. 7-11) INSURED'S COPY Endorsement No. 2 Authorized Representative AAPAVIA 9-14-2012 ** ** ** STANDARD GENERAL CONDITIONS OF THE CONSTRUCTION CONTRACT CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Special Revision: August 6, 2012 STANDARD GENERAL CONDITIONS OF THE CONSTRUCTION CONTRACT TABLE OF CONTENTS Page Article 1— Definitions and Terminology 1 1.01 Defined Terms 1 1.02 Terminology 6 Article 2 — Preliminary Matters 2.01 Copies of Documents 2.02 Commencement of Contract Time; Notice to Proceed 2.03 Starting the Work 2.04 Before Starting Construction 2.05 Preconstruction Conference 2.06 Public Meeting 2.07 Initial Acceptance of Schedules 7 7 7 8 8 8 8 8 Article 3 — Contract Documents: Intent, Amending, Reuse 8 3.01 Intent 8 3.02 Reference Standards 9 3.03 Reporting and Resolving Discrepancies 9 3.04 Amending and Supplementing Contract Documents 10 3.05 Reuse of Documents 10 3.06 Electronic Data 11 Article 4 — Availability of Lands; Subsurface and Physical Conditions; Hazardous Environmental Conditions; Reference Points 11 4.01 Availability of Lands 11 4.02 Subsurface and Physical Conditions 12 4.03 Differing Subsurface or Physical Conditions 12 4.04 Underground Facilities 13 4.05 Reference Points 14 4.06 Hazardous Environmental Condition at Site 14 Article 5 — Bonds and Insurance 16 5.01 Licensed Sureties and Insurers 16 5.02 Performance, Payment, and Maintenance Bonds 16 5.03 Certificates of Insurance 16 5.04 Contractor's Insurance 18 5.05 Acceptance of Bonds and Insurance; Option to Replace 19 Article 6 — Contractor's Responsibilities 19 6.01 Supervision and Superintendence 19 CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Special Revision: August 6, 2012 6.02 Labor; Working Hours 20 6.03 Services, Materials, and Equipment 20 6.04 Project Schedule 21 6.05 Substitutes and "Or -Equals" 21 6.06 Concerning Subcontractors, Suppliers, and Others 24 6.07 Wage Rates 25 6.08 Patent Fees and Royalties 26 6.09 Permits and Utilities 27 6.10 Laws and Regulations 27 6.11 Taxes 28 6.12 Use of Site and Other Areas 28 6.13 Record Documents 29 6.14 Safety and Protection 29 6.15 Safety Representative 30 6.16 Hazard Communication Programs 30 6.17 Emergencies and/or Rectification 30 6.18 Submittals 31 6.19 Continuing the Work 32 6.20 Contractor's General Warranty and Guarantee 32 6.21 Indemnification 33 6.22 Delegation of Professional Design Services 34 6.23 Right to Audit 34 6.24 Nondiscrimination 35 Article 7 - 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 Representative 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 Special Revision: August6, 2012 Article 10 - Changes in the Work; Claims; Extra Work 38 10.01 Authorized Changes in the Work 38 10.02 Unauthorized Changes in the Work 39 10.03 Execution of Change Orders 39 10.04 Extra Work 39 10.05 Notification to Surety 39 10.06 Contract Claims Process 40 Article 11- Cost of the Work; Allowances; Unit Price Work; Plans Quantity Measurement 11.01 Cost of the Work 11.02 Allowances 11.03 Unit Price Work 11.04 Plans Quantity Measurement 45 Article 12 - 12.01 12.02 12.03 Article 13 - 13.01 13.02 41 41 43 44 Change of Contract Price; Change of Contract Time 46 Change of Contract Price 46 Change of Contract Time 47 Delays 47 Tests and Inspections; Correction, Removal or Acceptance of Defective Work 48 Notice of Defects 48 Access to Work 48 13.03 Tests and Inspections 13.04 Uncovering Work 13.05 City May Stop the Work 13.06 Correction or Removal of Defective Work 13.07 Correction Period 13.08 Acceptance of Defective Work 13.09 City May Correct Defective Work Article 14 - 14.01 14.02 48 49 49 50 50 51 51 Payments to Contractor and Completion 52 Schedule of Values 52 Progress Payments 52 14.03 Contractor's Warranty of Title 14.04 Partial Utilization 14.05 Final Inspection 14.06 Final Acceptance 14.07 Final Payment 14.08 Final Completion Delayed and Partial Retainage Release 14.09 Waiver of Claims 54 55 55 55 56 56 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 61 16.01 Methods and Procedures 61 CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Special Revision: August 6, 2012 Article 17 — 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 Special Revision: Augist6, 2012 007200-1 GENERAL CONDITIONS Page 1 of 63 ARTICLE 1— DEFINITIONS AND TERMINOLOGY 1.01 Defined Terms A. Wherever used in these General Conditions or in other Contract Documents, the terms listed below have the meanings indicated which are applicable to both the singular and plural thereof, and words denoting gender shall include the masculine, feminine and neuter. Said terms are generally capitalized or written in italics, but not always. When used in a context consistent with the definition of a listed -defined term, the term shall have a meaning as defined below whether capitalized or italicized or otherwise. In addition to terms specifically defined, terms with initial capital letters in the Contract Documents include references to identified articles and paragraphs, and the titles of other documents or forms. 1. Addenda —Written or graphic instruments issued prior to the opening of Bids which clarify, correct, or change the Bidding Requirements or the proposed Contract Documents. 2. Agreement —The written instrument which is evidence of the agreement between City and Contractor covering the Work. 3. Application for Payment —The form acceptable to City which is to be used by Contractor during the course of the Work in requesting progress or final payments and which is to be accompanied by such supporting documentation as is required by the Contract Documents. 4. Asbestos —Any material that contains more than one percent asbestos and is friable or is releasing asbestos fibers into the air above current action levels established by the United States Occupational Safety and Health Administration. 5. Award — Authorization by the City Council for the City to enter into an Agreement. 6. Bid The offer or proposal of a Bidder submitted on the prescribed form setting forth the prices for the Work to be performed. 7. Bidder —The individual or entity who submits a Bid directly to City. 8. Bidding Documents —The Bidding Requirements and the proposed Contract Documents (including all Addenda). 9. Bidding Requirements —The advertisement or Invitation to Bid, Instructions to Bidders, Bid security of acceptable form, if any, and the Bid Fowl 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 DOCUMENTS Special Revision: August 6, 2012 007200-1 GENERAL CONDITIONS Page 2 of 63 13. Change Order —A document, which is prepared and approved by the City, which is signed by Contractor and City and authorizes an addition, deletion, or revision in the Work or an adjustment in the Contract Price or the Contract Time, issued on or after the Effective Date of the Agreement. 14. City The City of Fort Worth, Texas, a home -rule municipal corporation, authorized and chartered under the Texas State Statutes, acting by its governing body through its City Manager, his designee, or agents authorized under his behalf, each of which is required by Charter to perform specific duties with responsibility for final enforcement of the contracts involving the City of Fort Worth is by Charter vested in the City Manager and is the entity with whom Contractor has entered into the Agreement and for whom the Work is to be performed. 15. City Attorney — The officially appointed City Attorney of the City of Fort Worth, Texas, or his duly authorized representative. 16. City Council - The duly elected and qualified governing body of the City of Fort Worth, Texas. 17. City Manager — The officially appointed and authorized City Manager of the City of Fort Worth, Texas, or his duly authorized representative. 18. Contract Claim —A demand or assertion by City or Contractor seeking an adjustment of Contract Price or Contract Time, or both, or other relief with respect to the terms of the Contract. A demand for money or services by a third party is not a Contract Claim. 19. Contract The entire and integrated written document between the City and Contractor concerning the Work. The Contract contains the Agreement and all Contract Documents and supersedes prior negotiations, representations, or agreements, whether written or oral. 20. Contract Documents —Those items so designated in the Agreement. All items listed in the Agreement are Contract Documents. Approved Submittals, other Contractor submittals, and the reports and drawings of subsurface and physical conditions are not Contract Documents. 21. Contract Price The moneys payable by City to Contractor for completion of the Work in accordance with the Contract Documents as stated in the Agreement (subject to the provisions of Paragraph 11.03 in the case of Unit Price Work). 22. Contract Time —The number of days or the dates stated in the Agreement to: (i) achieve Milestones, if any and (ii) complete the Work so that it is ready for Final Acceptance. 23. Contractor —The individual or entity with whom City has entered into the Agreement. 24. Cost of the Work —See Paragraph 11.01 of these General Conditions for defmition. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Special Revision: August 6, 2012 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 Deparment of the City of Fort Worth, Texas, or his duly appointed representative, assis ant, 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 Depaitalent 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. 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 Special Revision: August 6, 2012 007200-1 GENERAL CONDITIONS Page 4 of 63 38. Final Inspection — Inspection carried out by the City to verify that the Contractor has completed the Work, and each and every part or appurtenance thereof, fully, entirely, and in conformance with the Contract Documents. 39. General Requirements —Sections of Division 1 of the Contract Documents. 40. Hazardous Environmental Condition —The presence at the Site of Asbestos, PCBs, Petroleum, Hazardous Waste, Radioactive Material, or other materials in such quantities or circumstances that may present a substantial danger to persons or property exposed thereto. 41. Hazardous Waste —Hazardous waste is defined as any solid waste listed as hazardous or possesses one or more hazardous characteristics as defined in the federal waste regulations, as amended from time to time. 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 Special Revision: August 6, 2012 007200-1 GENERAL CONDITIONS Page 5 of 63 51. Project Schedule —A schedule, prepared and maintained by Contractor, in accordance with the General Requirements, describing the sequence and duration of the activities comprising the Contractor's plan to accomplish the Work within the Contract Time. 52. Project —The Work to be performed under the Contract Documents. 53. Project Representative —The authorized representative of the City who will be assigned to the Site. 54. Public Meeting — An announced meeting conducted by the City to facilitate public participation and to assist the public in gaining an informed view of the Project. 55. Radioactive Material —Source, special nuclear, or byproduct material as defined by the Atomic Energy Act of 1954 (42 USC Section 2011 et seq.) as amended from time to time. 56. Regular Working Hours — Hours beginning at 7:00 a.m. and ending at 6:00 p.m., Monday thru Friday (excluding legal holidays). 57. Samples —Physical examples of materials, equipment, or workmanship that are representative of some portion of the Work and which establish the standards by which such portion of the Work will be judged. 58. Schedule of Submittals —A schedule, prepared and maintained by Contractor, of required submittals and the time requirements to support scheduled performance of related construction activities. 59. Schedule of Values —A schedule, prepared and maintained by Contractor, allocating portions of the Contract Price to various portions of the Work and used as the basis for reviewing Contractor's Applications for Payment. 60. Site —Lands or areas indicated in the Contract Documents as being furnished by City upon which the Work is to be performed, including rights -of -way, permits, and easements for access thereto, and such other lands furnished by City which are designated for the use of Contractor. 61. Specifications —That part of the Contract Documents consisting of written requirements for materials, equipment, systems, standards and workmanship as applied to the Work, and certain administrative requirements and procedural matters applicable thereto. Specifications may be specifically made a part of the Contract Documents by attachment or, if not attached, may be incorporated by reference as indicated in the Table of Contents (Division 00 00 00) of each Project. 62. Subcontractor —An individual or entity having a direct contract with Contractor or with any other Subcontractor for the performance of a part of the Work at the Site. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Special Revision: August6, 2012 007200-I GENERAL CONDITIONS Page 6 of 63 63. Submittals —All drawings, diagrams, illustrations, schedules, and other data or information which are specifically prepared or assembled by or for Contractor and submitted by Contractor to illustrate some portion of the Work. 64. Successful Bidder —The Bidder submitting the lowest and most responsive Bid to whom City makes an Award. 65. Superintendent — The representative of the Contractor who is available at all times and able to receive instructions from the City and to act for the Contractor. 66. Supplementary Conditions That part of the Contract Documents which amends or supplements these General Conditions. 67. Supplier —A manufacturer, fabricator, supplier, distributor, materialman, or vendor having a direct contract with Contractor or with any Subcontractor to furnish materials or equipment to be incorporated in the Work by Contractor or Subcontractor. 68. Underground Facilities —All underground pipelines, conduits, ducts, cables, wires, manholes, vaults, tanks, tunnels, or other such facilities or attachments, and any encasements containing such facilities, including but not limited to, those that convey electricity, gases, steam, liquid petroleum products, telephone or other communications, cable television, water, wastewater, storm water, other liquids or chemicals, or traffic or other control systems. 69. Unit Price Work —See Paragraph 11.03 of these General Conditions for definition. 70. Weekend Working Hours — Hours beginning at 9:00 a.m. and ending at 5:00 p.m., Saturday, Sunday or legal holiday, as approved in advance by the City. 71. Work —The entire construction or the various separately identifiable parts thereof required to be provided under the Contract Documents. Work includes and is the result of performing or providing all labor, services, and documentation necessary to produce such construction including any Change Order or Field Order, and furnishing, installing, and incorporating all materials and equipment into such construction, all as required by the Contract Documents. 72. Working Day — A working day is defined as a day, not including Saturdays, Sundays, or legal holidays authorized by the City for contract purposes, in which weather or other conditions not under the control of the Contractor will permit the performance of the principal unit of work underway for a continuous period of not less than 7 hours between 7 a.m. and 6 p.m. 1.02 Terminology A. The words and terms discussed in Paragraph 1.02.B through E are not defined but, when used in the Bidding Requirements or Contract Documents, have the indicated meaning. B. Intent of Certain Terms or Adjectives: CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Special Revision: August 6, 2012 007200-1 GENERAL CONDITIONS Page 7 of 63 1. The Contract Documents include the terms "as allowed," "as approved," "as ordered," "as directed" or terms of like effect or import to authorize an exercise of judgment by City. In addition, the adjectives "reasonable," "suitable," "acceptable," "proper," "satisfactory," or adjectives of like effect or import are used to describe an action or determination of City as to the Work. It is intended that such exercise of professional judgment, action, or determination will be solely to evaluate, in general, the Work for compliance with the information in the Contract Documents and with the design concept of the Project as a functioning whole as shown or indicated in the Contract Documents (unless there is a specific statement indicating otherwise). C. Defective: 1. The word "defective," when modifying the word "Work," refers to Work that is unsatisfactory, faulty, or deficient in that it: a. does not conform to the Contract Documents; or b. does not meet the requirements of any applicable inspection, reference standard, test, or approval referred to in the Contract Documents; or c. has been damaged prior to City's written acceptance. D. Furnish, Install, Perform, Provide: 1. The word "Furnish" or the word "Install" or the word "Perform" or the word "Provide" or the word "Supply," or any combination or similar directive or usage thereof, shall mean furnishing and incorporating in the Work including all necessary labor, materials, equipment, and everything necessary to perform the Work indicated, unless specifically limited in the context used. E. Unless stated otherwise in the Contract Documents, words or phrases that have a well-known technical or construction industry or trade meaning are used in the Contract Documents in accordance with such recognized meaning. ARTICLE 2 — PRELIMINARY MATTERS 2.01 Copies of Documents City shall furnish to Contractor one (1) original executed copy and one (1) electronic copy of the Contract Documents, and four (4) additional copies of the Drawings. Additional copies will be furnished upon request at the cost of reproduction. 2.02 Commencement of Contract Time; Notice to Proceed The Contract Time will commence to run on the day indicated in the Notice to Proceed. A Notice to Proceed may be given at any time within 14 days after the Effective Date of the Agreement. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Special Revision: August6, 2012 007200-1 GENERAL CONDITIONS Page 8 of 63 2.03 Starting the Work Contractor shall start to perform the Work on the date when the Contract Time commences to run. No Work shall be done at the Site prior to the date on which the Contract Time commences to run. 2.04 Before Starting Construction Baseline Schedules: Submit in accordance with the Contract Documents, and prior to starting the Work. 2.05 Preconstruction Conference Before any Work at the Site is started, the Contractor shall attend a Preconstruction Conference as specified in the Contract Documents. 2.06 Public Meeting Contractor may not mobilize any equipment, materials or resources to the Site prior to Contractor attending the Public Meeting as scheduled by the City. 2.07 Initial Acceptance of Schedules No progress payment shall be made to Contractor until acceptable schedules are submitted to City in accordance with the Schedule Specification as provided in the Contract Documents. ARTICLE 3 — CONTRACT DOCUMENTS: INTENT, AMENDING, REUSE 3.01 Intent A. The Contract Documents are complementary; what is required by one is as binding as if required by all. B. It is the intent of the Contract Documents to describe a functionally complete project (or part thereof) to be constructed in accordance with the Contract Documents. Any labor, documentation, services, materials, or equipment that reasonably may be inferred from the Contract Documents or from prevailing custom or trade usage as being required to produce the indicated result will be provided whether or not specifically called for, at no additional cost to City. C. Clarifications and interpretations of the Contract Documents shall be issued by City. D. The Specifications may vary in form, format and style. Some Specification sections may be written in varying degrees of streamlined or declarative style and some sections may be relatively narrative by comparison. Omission of such words and phrases as "the Contractor shall," "in conformity with," "as shown," or "as specified" are intentional in streamlined sections. Omitted words and phrases shall be supplied by inference. Similar types of provisions may appear in various parts of a section or articles within a part depending on the format of the CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Special Revision: August 6, 2012 007200-1 GENERAL CONDITIONS Page 9 of 63 section. The Contractor shall not take advantage of any variation of form, format or style in making Contract Claims. E. The cross referencing of specification sections under the subparagraph heading "Related Sections include but are not necessarily limited to:" and elsewhere within each Specification section is provided as an aid and convenience to the Contractor. The Contractor shall not rely on the cross referencing provided and shall be responsible to coordinate the entire Work under the Contract Documents and provide a complete Project whether or not the cross referencing is provided in each section or whether or not the cross referencing is complete. 3.02 Reference Standards A. Standards, Specifications, Codes, Laws, and Regulations 1. Reference to standards, specifications, manuals, or codes of any technical society, organization, or association, or to Laws or Regulations, whether such reference be specific or by implication, shall mean the standard, specification, manual, code, or Laws or Regulations in effect at the time of opening of Bids (or on the Effective Date of the Agreement if there were no Bids), except as may be otherwise specifically stated in the Contract Documents. 2. No provision of any such standard, specification, manual, or code, or any instruction of a Supplier, shall be effective to change the duties or responsibilities of City, Contractor, or any of their subcontractors, consultants, agents, or employees, from those set forth in the Contract Documents. No such provision or instruction shall be effective to assign to City, or any of its officers, directors, members, partners, employees, agents, consultants, or subcontractors, any duty or authority to supervise or direct the performance of the Work or any duty or authority to undertake responsibility inconsistent with the provisions of the Contract Documents. 3.03 Reporting and Resolving Discrepancies A. Reporting Discrepancies: 1. Contractor's Review of Contract Documents Before Starting Work: Before undertaking each part of the Work, Contractor shall carefully study and compare the Contract Documents and check and verify pertinent figures therein against all applicable field measurements and conditions. Contractor shall promptly report in writing to City any conflict, error, ambiguity, or discrepancy which Contractor discovers, or has actual knowledge of, and shall obtain a written interpretation or clarification from City before proceeding with any Work affected thereby. 2. Contractor's Review of Contract Documents During Performance of Work: If, during the performance of the Work, Contractor discovers any conflict, error, ambiguity, or discrepancy within the Contract Documents, or between the Contract Documents and (a) any applicable Law or Regulation , (b) any standard, specification, manual, or code, or (c) any instruction of any Supplier, then Contractor shall promptly report it to City in writing. Contractor shall not proceed with the Work affected thereby (except in an emergency as required by Paragraph CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Special Revision: August6, 2012 007200-1 GENERAL CONDITIONS Page 10 of 63 6.17.A) until an amendment or supplement to the Contract Documents has been issued by one of the methods indicated in Paragraph 3.04. 3. Contractor shall not be liable to City for failure to report any conflict, error, ambiguity, or discrepancy in the Contract Documents unless Contractor had actual knowledge thereof. B. Resolving Discrepancies: 1. Except as may be otherwise specifically stated in the Contract Documents, the provisions of the Contract Documents shall take precedence in resolving any conflict, error, ambiguity, or discrepancy between the provisions of the Contract Documents and the provisions of any standard, specification, manual, or the instruction of any Supplier (whether or not specifically incorporated by reference in the Contract Documents). 2. In case of discrepancies, figured dimensions shall govern over scaled dimensions, Plans shall govern over Specifications, Supplementary Conditions shall govern over General Conditions and Specifications, and quantities shown on the Plans shall govern over those shown in the proposal. 3.04 Amending and Supplementing Contract Documents A. The Contract Documents may be amended to provide for additions, deletions, and revisions in the Work or to modify the terms and conditions thereof by a Change Order. B. The requirements of the Contract Documents may be supplemented, and minor variations and deviations in the Work not involving a change in Contract Price or Contract Time, may be authorized, by one or more of the following ways: 1. A Field Order; 2. City's review of a Submittal (subject to the provisions of Paragraph 6.18.C); or 3. City's written interpretation or clarification. 3.05 Reuse of Documents A. Contractor and any Subcontractor or Supplier shall not: 1. have or acquire any title to or ownership rights in any of the Drawings, Specifications, or other documents (or copies of any thereof) prepared by or bearing the seal of Engineer, including electronic media editions; or 2. reuse any such Drawings, Specifications, other documents, or copies thereof on extensions of the Project or any other project without written consent of City and specific written verification or adaptation by Engineer. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Special Revision: August 6, 2012 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 furnished only for the convenience of the receiving party. Any conclusion or information obtained or derived from such electronic files will be at the user's sole risk. If there is a discrepancy between the electronic files and the hard copies, the hard copies govern. B. When transferring documents in electronic media format, the transferring party makes no representations as to long term compatibility, usability, or readability of documents resulting from the use of software application packages, operating systems, or computer hardware differing from those used by the data's creator. ARTICLE 4 — AVAILABILITY OF LANDS; SUBSURFACE AND PHYSICAL CONDITIONS; HAZARDOUS ENVIRONMENTAL CONDITIONS; REFERENCE POINTS 4.01 Availability of Lands A. City shall furnish the Site. City shall notify Contractor of any encumbrances or restrictions not of general application but specifically related to use of the Site with which Contractor must comply in performing the Work. City will obtain in a timely manner and pay for easements for permanent structures or permanent changes in existing facilities. 1. The City has obtained or anticipates acquisition of and/or access to right-of-way, and/or easements. Any outstanding right-of-way and/or easements are anticipated to be acquired in accordance with the schedule set forth in the Supplementary Conditions. The Project Schedule submitted by the Contractor in accordance with the Contract Documents must consider any outstanding right-of-way, and/or easements. 2. The City has or anticipates removing and/or relocating utilities, and obstructions to the Site. Any outstanding removal or relocation of utilities or obstructions is anticipated in accordance with the schedule set forth in the Supplementary Conditions. The Project Schedule submitted by the Contractor in accordance with the Contract Documents must consider any outstanding utilities or obstructions to be removed, adjusted, and/or relocated by others. B. Upon reasonable written request, City shall furnish Contractor with a current statement of record legal title and legal description of the lands upon which the Work is to be performed. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Special Revision: August6, 2012 007200-1 GENERAL CONDITIONS Page 12 of 63 C. Contractor shall provide for all additional lands and access thereto that may be required for construction facilities or storage of materials and equipment. 4.02 Subsurface and Physical Conditions A. Reports and Drawings: The Supplementary Conditions identify: 1. those reports known to City of explorations and tests of subsurface conditions at or contiguous to the Site; and 2. those drawings known to City of physical conditions relating to existing surface or subsurface structures at the Site (except Underground Facilities). B. Limited Reliance by Contractor on Technical Data Authorized: Contractor may rely upon the accuracy of the "technical data" contained in such reports and drawings, but such reports and drawings are not Contract Documents. Such "technical data" is identified in the Supplementary Conditions. Contractor may not make any Contract Claim against City, or any of their officers, directors, members, partners, employees, agents, consultants, or subcontractors with respect to: 1. the completeness of such reports and drawings for Contractor's purposes, including, but not limited to, any aspects of the means, methods, techniques, sequences, and procedures of construction to be employed by Contractor, and safety precautions and programs incident thereto; or 2. other data, interpretations, opinions, and information contained in such reports or shown or indicated in such drawings; or 3. any Contractor interpretation of or conclusion drawn from any "technical data" or any such other data, interpretations, opinions, or information. 4.03 Differing Subsurface or Physical Conditions A. Notice: If Contractor believes that any subsurface or physical condition that is uncovered or revealed either: 1. is of such a nature as to establish that any "technical data" on which Contractor is entitled to rely as provided in Paragraph 4.02 is materially inaccurate; or 2. is of such a nature as to require a change in the Contract Documents; or 3. differs materially from that shown or indicated in the Contract Documents; or 4. is of an unusual nature, and differs materially from conditions ordinarily encountered and generally recognized as inherent in work of the character provided for in the Contract Documents; CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Special Revision: August 6, 2012 007200-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. If an Underground Facility which conflicts with the Work is uncovered or revealed at or contiguous to the Site which was not shown or indicated, or not shown or indicated with reasonable accuracy in the Contract Documents, Contractor shall, promptly after becoming aware thereof and before further disturbing conditions affected thereby or performing any CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Special Revision: August6, 2012 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 wilfully destroyed, disturbed, or removed by the Contractor or any of his employees, the full cost for replacing such points plus 25% will be charged against the Contractor, and the full amount will be deducted from payment due the Contractor. 4.06 Hazardous Environmental Condition at Site A. Reports and Drawings: The Supplementary Conditions identify those reports and drawings known to City relating to Hazardous Environmental Conditions that have been identified at the Site. B. Limited Reliance by Contractor on Technical Data Authorized: Contractor may rely upon the accuracy of the "technical data" contained in such reports and drawings, but such reports and drawings are not Contract Documents. Such "technical data" is identified in the Supplementary Conditions. Contractor may not make any Contract Claim against City, or any of their officers, directors, members, partners, employees, agents, consultants, or subcontractors with respect to: 1. the completeness of such reports and drawings for Contractor's purposes, including, but not limited to, any aspects of the means, methods, techniques, sequences and procedures of CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Special Revision: August6, 2012 007200-1 GENERAL CONDITIONS Page 15 of 63 construction to be employed by Contractor and safety precautions and programs incident thereto; or 2. other data, interpretations, opinions and information contained in such reports or shown or indicated in such drawings; or 3. any Contractor interpretation of or conclusion drawn from any "technical data" or any such other data, interpretations, opinions or information. C. Contractor shall not be responsible for any Hazardous Environmental Condition uncovered or revealed at the Site which was not shown or indicated in Drawings or Specifications or identified in the Contract Documents to be within the scope of the Work. Contractor shall be responsible for a Hazardous Environmental Condition created with any materials brought to the Site by Contractor, Subcontractors, Suppliers, or anyone else for whom Contractor is responsible. D. If Contractor encounters a Hazardous Environmental Condition or if Contractor or anyone for whom Contractor is responsible creates a Hazardous Environmental Condition, Contractor shall immediately: (i) secure or otherwise isolate such condition; (ii) stop all Work in connection with such condition and in any area affected thereby (except in an emergency as required by Paragraph 6.17.A); and (iii) notify City (and promptly thereafter confirm such notice in writing). City may consider the necessity to retain a qualified expert to evaluate such condition or take corrective action, if any. E. Contractor shall not be required to resume Work in connection with such condition or in any affected area until after City has obtained any required permits related thereto and delivered written notice to Contractor: (i) specifying that such condition and any affected area is or has been rendered suitable for the resumption of Work; or (ii) specifying any special conditions under which such Work may be resumed. F. If after receipt of such written notice Contractor does not agree to resume such Work based on a reasonable belief it is unsafe, or does not agree to resume such Work under such special conditions, then City may order the portion of the Work that is in the area affected by such condition to be deleted from the Work. City may have such deleted portion of the Work performed by City's own forces or others. G. To the fullest extent permitted by Laws and Regulations, Contractor shall indemnify and hold harmless City, from and against all claims, costs, losses, and damages (including but not limited to all fees and charges of engineers, architects, attorneys, and other professionals and all court or arbitration or other dispute resolution costs) arising out of or relating to a Hazardous Environmental Condition created by Contractor or by anyone for whom Contractor is responsible. Nothing in this Paragraph 4.06. G shall obligate Contractor to indemnify any individual or entity from and against the consequences of that individual's or entity's own negligence. H. The provisions of Paragraphs 4.02, 4.03, and 4.04 do not apply to a Hazardous Environmental Condition uncovered or revealed at the Site. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Special Revision: August6, 2012 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 of Insurance Contractor shall deliver to City, with copies to each additional insured and loss payee identified in the Supplementary Conditions, certificates of insurance (and other evidence of insurance requested by City or any other additional insured) which Contractor is required to purchase and maintain. 1. The certificate of insurance shall document the City, and all identified entities named in the Supplementary Conditions as "Additional Insured" on all liability policies. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Special Revision: August 6, 2012 007200-1 GENERAL CONDITIONS Page 17 of 63 2. The Contractor's general liability insurance shall include a, "per project" or "per location", endorsement, which shall be identified in the certificate of insurance provided to the City. 3. The certificate shall be signed by an agent authorized to bind coverage on behalf of the insured, be complete in its entirety, and show complete insurance carrier names as listed in the current A.M. Best Property & Casualty Guide 4. The insurers for all policies must be licensed and/or approved to do business in the State of Texas. Except for workers' compensation, all insurers must have a minimum rating of A-: VII in the current A. M. Best Key Rating Guide or have reasonably equivalent financial strength and solvency to the satisfaction of Risk Management. If the rating is below that required, written approval of City is required. 5. All applicable policies shall include a Waiver of Subrogation (Rights of Recovery) in favor of the City. In addition, the Contractor agrees to waive all rights of subrogation against the Engineer (if applicable), and each additional insured identified in the Supplementary Conditions 6. Failure of the City to demand such certificates or other evidence of full compliance with the insurance requirements or failure of the City to identify a deficiency from evidence that is provided shall not be construed as a waiver of Contractor's obligation to maintain such lines of insurance coverage. 7. If insurance policies are not written for specified coverage limits, an Umbrella or Excess Liability insurance for any differences is required. Excess Liability shall follow form of the primary coverage. 8. Unless otherwise stated, all required insurance shall be written on the "occurrence basis". If coverage is underwritten on a claims -made basis, the retroactive date shall be coincident with or prior to the date of the effective date of the agreement and the certificate of insurance shall state that the coverage is claims -made and the retroactive date. The insurance coverage shall be maintained for the duration of the Contract and for three (3) years following Final Acceptance provided under the Contract Documents or for the warranty period, whichever is longer. An annual certificate of insurance submitted to the City shall evidence such insurance coverage. 9. Policies shall have no exclusions by endorsements, which, neither nullify or amend, the required lines of coverage, nor decrease the limits of said coverage unless such endorsements are approved in writing by the City. In the event a Contract has been bid or executed and the exclusions are determined to be unacceptable or the City desires additional insurance coverage, and the City desires the contractor/engineer to obtain such coverage, the contract price shall be adjusted by the cost of the premium for such additional coverage plus 10%. 10. Any self -insured retention (SIR), in excess of $25,000.00, affecting required insurance coverage shall be approved by the City in regards to asset value and stockholders' equity. In CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Special Revision: August 6, 2012 007200-1 GENERAL CONDITIONS Page 18 of 63 lieu of traditional insurance, alternative coverage maintained through insurance pools or risk retention groups, must also be approved by City. 11. Any deductible in excess of $5,000.00, for any policy that does not provide coverage on a first -dollar basis, must be acceptable to and approved by the City. 12. City, at its sole discretion, reserves the right to review the insurance requirements and to make reasonable adjustments to insurance coverage's and their limits when deemed necessary and prudent by the City based upon changes in statutory law, court decision or the claims history of the industry as well as of the contracting party to the City. The City shall be required to provide prior notice of 90 days, and the insurance adjustments shall be incorporated into the Work by Change Order. 13. City shall be entitled, upon written request and without expense, to receive copies of policies and endorsements thereto and may make any reasonable requests for deletion or revision or modifications of particular policy terms, conditions, limitations, or exclusions necessary to conform the policy and endorsements to the requirements of the Contract. Deletions, revisions, or modifications shall not be required where policy provisions are established by law or regulations binding upon either party or the underwriter on any such policies. 14. City shall not be responsible for the direct payment of insurance premium costs for Contractor's insurance. 5.04 Contractor 's Insurance A. Workers Compensation and Employers' Liability. Contractor shall purchase and maintain such insurance coverage with limits consistent with statutory benefits outlined in the Texas Workers' Compensation Act (Texas Labor Code, Ch. 406, as amended), and minimum limits for Employers' Liability as is appropriate for the Work being performed and as will provide protection from claims set forth below which may arise out of or result from Contractor's performance of the Work and Contractor's other obligations under the Contract Documents, whether it is to be performed by Contractor, any Subcontractor or Supplier, or by anyone directly or indirectly employed by any of them to perform any of the Work, or by anyone for whose acts any of them may be liable: 1. claims under workers' compensation, disability benefits, and other similar employee benefit acts; 2. claims for damages because of bodily injury, occupational sickness or disease, or death of Contractor's employees. B. Commercial General Liability. Coverage shall include but not be limited to covering liability (bodily injury or property damage) arising from: premises/operations, independent contractors, products/completed operations, personal injury, and liability under an insured contract. Insurance shall be provided on an occurrence basis, and as comprehensive as the current Insurance Services Office (ISO) policy. This insurance shall apply as primary insurance with respect to any other CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Special Revision: August 6, 2012 007200-1 GENERAL CONDITIONS Page 19 of 63 insurance or self-insurance programs afforded to the City. The Commercial General Liability policy, shall have no exclusions by endorsements that would alter of nullify premises/operations, products/completed operations, contractual, personal injury, or advertising injury, which are normally contained with the policy, unless the City approves such exclusions in writing. For construction projects that present a substantial completed operation exposure, the City may require the contractor to maintain completed operations coverage for a minimum of no less than three (3) years following the completion of the project (if identified in the Supplementary Conditions). C. Automobile Liability. A commercial business auto policy shall provide coverage on "any auto", defined as autos owned, hired and non -owned and provide indemnity for claims for damages because bodily injury or death of any person and or property damage arising out of the work, maintenance or use of any motor vehicle by the Contractor, any Subcontractor or Supplier, or by anyone directly or indirectly employed by any of them to perform any of the Work, or by anyone for whose acts any of them may be liable. D. Railroad Protective Liability. If any of the work or any warranty work is within the limits of railroad right-of-way, the Contractor shall comply with the requirements identified in the Supplementary Conditions. E. Notification of Policy Cancellation: Contractor shall immediately notify City upon cancellation or other loss of insurance coverage. Contractor shall stop work until replacement insurance has been procured. There shall be no time credit for days not worked pursuant to this section. 5.05 Acceptance of Bonds and Insurance; Option to Replace If City has any objection to the coverage afforded by or other provisions of the bonds or insurance required to be purchased and maintained by the Contractor in accordance with Article 5 on the basis of non-conformance with the Contract Documents, the City shall so notify the Contractor in writing within 10 Business Days after receipt of the certificates (or other evidence requested). Contractor shall provide to the City such additional information in respect of insurance provided as the City may reasonably request. If Contractor does not purchase or maintain all of the bonds and insurance required by the Contract Documents, the City shall notify the Contractor in writing of such failure prior to the start of the Work, or of such failure to maintain prior to any change in the required coverage. ARTICLE 6 — CONTRACTOR'S RESPONSIBILITIES 6.01 Supervision and Superintendence A. Contractor shall supervise, inspect, and direct the Work competently and efficiently, devoting such attention thereto and applying such skills and expertise as may be necessary to perform the Work in accordance with the Contract Documents. Contractor shall be solely responsible for the means, methods, techniques, sequences, and procedures of construction. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Special Revision: August6, 2012 007200-1 GENERAL CONDITIONS Page 20 of 63 B. At all times during the progress of the Work, Contractor shall assign a competent, English- speaking, Superintendent who shall not be replaced without written notice to City. The Superintendent will be Contractor's representative at the Site and shall have authority to act on behalf of Contractor. All communication given to or received from the Superintendent shall be binding on Contractor. C. Contractor shall notify the City 24 hours prior to moving areas during the sequence of construction. 6.02 Labor; Working Hours A. Contractor shall provide competent, suitably qualified personnel to perform construction as required by the Contract Documents. Contractor shall at all times maintain good discipline and order at the Site. B. Except as otherwise required for the safety or protection of persons or the Work or property at the Site or adjacent thereto, and except as otherwise stated in the Contract Documents, all Work at the Site shall be performed during Regular Working Hours. Contractor will not permit the performance of Work beyond Regular Working Hours or for Weekend Working Hours without City's written consent (which will not be unreasonably withheld). Written request (by letter or electronic communication) to perfon ii Work: 1. for beyond Regular Working Hours request must be made by noon at least two (2) Business Days prior 2. for Weekend Working Hours request must be made by noon of the preceding Thursday 3. for legal holidays request must be made by noon two Business Days prior to the legal holiday. 6.03 Services, Materials, and Equipment A. Unless otherwise specified in the Contract Documents, Contractor shall provide and assume full responsibility for all services, materials, equipment, labor, transportation, construction equipment and machinery, tools, appliances, fuel, power, light, heat, telephone, water, sanitary facilities, temporary facilities, and all other facilities and incidentals necessary for the performance, Contractor required testing, start-up, and completion of the Work. B. All materials and equipment incorporated into the Work shall be as specified or, if not specified, shall be of good quality and new, except as otherwise provided in the Contract Documents. All special warranties and guarantees required by the Specifications shall expressly run to the benefit of City. If required by City, Contractor shall furnish satisfactory evidence (including reports of required tests) as to the source, kind, and quality of materials and equipment. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Special Revision: August6, 2012 007200-1 GENERAL CONDITIONS Page 21 of 63 C. All materials and equipment to be incorporated into the Work shall be stored, applied, installed, connected, erected, protected, used, cleaned, and conditioned in accordance with instructions of the applicable Supplier, except as otherwise may be provided in the Contract Documents. D. All items of standard equipment to be incorporated into the Work shall be the latest model at the time of bid, unless otherwise specified. 6.04 Project Schedule A. Contractor shall adhere to the Project Schedule established in accordance with Paragraph 2.07 and the General Requirements as it may be adjusted from time to time as provided below. 1. Contractor shall submit to City for acceptance (to the extent indicated in Paragraph 2.07 and the General Requirements) proposed adjustments in the Project Schedule that will not result in changing the Contract Time. Such adjustments will comply with any provisions of the General Requirements applicable thereto. 2. Contractor shall submit to City a monthly Project Schedule with a monthly progress payment for the duration of the Contract in accordance with the schedule specification 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 Special Revision: August6, 2012 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 Special Revision: August6, 2012 007200-1 GENERAL CONDITIONS Page 23 of 63 c) whether incorporation or use of the proposed substitute item in connection with the Work is subject to payment of any license fee or royalty; and 3) will identify: a) all variations of the proposed substitute item from that specified; b) available engineering, sales, maintenance, repair, and replacement services; and 4) shall contain an itemized estimate of all costs or credits that will result directly or indirectly from use of such substitute item, including costs of redesign and Damage Claims of other contractors affected by any resulting change. B. Substitute Construction Methods or Procedures: If a specific means, method, technique, sequence, or procedure of construction is expressly required by the Contract Documents, Contractor may furnish or utilize a substitute means, method, technique, sequence, or procedure of construction approved by City. Contractor shall submit sufficient information to allow City, in City's sole discretion, to determine that the substitute proposed is equivalent to that expressly called for by the Contract Documents. Contractor shall make written application to City for review in the same manner as those provided in Paragraph 6.05.A.2. C. City's Evaluation: City will be allowed a reasonable time within which to evaluate each proposal or submittal made pursuant to Paragraphs 6.05.A and 6.05.B. City may require Contractor to furnish additional data about the proposed substitute. City will be the sole judge of acceptability. No "or -equal" or substitute will be ordered, installed or utilized until City's review is complete, which will be evidenced by a Change Order in the case of a substitute and an accepted Submittal for an "or -equal." City will advise Contractor in writing of its determination. D. Special Guarantee: City may require Contractor to furnish at Contractor's expense a special performance guarantee, warranty, or other surety with respect to any substitute. Contractor shall indemnify and hold harmless City and anyone directly or indirectly employed by then from and against any and all claims, damages, losses and expenses (including attorneys fees) arising out of the use of substituted materials or equipment. E. City's Cost Reimbursement: City will record City's costs in evaluating a substitute proposed or submitted by Contractor pursuant to Paragraphs 6.05.A.2 and 6.05.B. Whether or not City approves a substitute so proposed or submitted by Contractor, Contractor may be required to reimburse City for evaluating each such proposed substitute. Contractor may also be required to reimburse City for the charges for making changes in the Contract Documents (or in the provisions of any other direct contract with City) resulting from the acceptance of each proposed substitute. F. Contractor's Expense: Contractor shall provide all data in support of any proposed substitute or "or -equal" at Contractor's expense. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Special Revision: August 6, 2012 007200-1 GENERAL CONDITIONS Page 24 of 63 G. City Substitute Reimbursement: Costs (savings or charges) atliibutable to acceptance of a substitute shall be incorporated to the Contract by Change Order. H. Time Extensions: No additional time will be granted for substitutions. 6.06 Concerning Subcontractors, Suppliers, and Others A. Contractor shall perform with his own organization, work of a value not less than 35% of the value embraced on the Contract, unless otherwise approved by the City. B. Contractor shall not employ any Subcontractor, Supplier, or other individual or entity, whether initially or as a replacement, against whom City may have reasonable objection. Contractor shall not be required to employ any Subcontractor, Supplier, or other individual or entity to furnish or perform any of the Work against whom Contractor has reasonable objection (excluding those acceptable to City as indicated in Paragraph 6.06.C). C. The City may from time to time require the use of certain Subcontractors, Suppliers, or other individuals or entities on the project, and will provide such requirements in the Supplementary Conditions. D. Minority Business Enterprise Compliance: It is City policy to ensure the full and equitable participation by Minority Business Enterprises (MBE) in the procurement of goods and services on a contractual basis. If the Contract Documents provide for a MBE goal, Contractor is required to comply with the intent of the City's MBE Ordinance (as amended) by the following: 1. Contractor shall, upon request by City, provide complete and accurate information regarding actual work performed by a MBE on the Contract and payment therefor. 2. Contractor will not make additions, deletions, or substitutions of accepted MBE without written consent of the City. Any unjustified change or deletion shall be a material breach of Contract and may result in debarment in accordance with the procedures outlined in the Ordinance. 3. Contractor shall, upon request by City, allow an audit and/or examination of any books, records, or files in the possession of the Contractor that will substantiate the actual work performed by an MBE. Material misrepresentation of any nature will be grounds for termination of the Contract in accordance with Paragraph 15.02.A. Any such misrepresentation may be grounds for disqualification of Contractor to bid on future contracts with the City for a period of not less than three years. E. Contractor shall be fully responsible to City for all acts and omissions of the Subcontractors, Suppliers, and other individuals or entities performing or furnishing any of the Work just as Contractor is responsible for Contractor's own acts and omissions. Nothing in the Contract Documents: CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Special Revision: August 6, 2012 007200-1 GENERAL CONDITIONS Page 25 of 63 shall create for the benefit of any such Subcontractor, Supplier, or other individual or entity any contractual relationship between City and any such Subcontractor, Supplier or other individual or entity; nor 2. shall create any obligation on the part of City to pay or to see to the payment of any moneys due any such Subcontractor, Supplier, or other individual or entity except as may otherwise be required by Laws and Regulations. F. Contractor shall be solely responsible for scheduling and coordinating the Work of Subcontractors, Suppliers, and other individuals or entities performing or furnishing any of the Work under a direct or indirect contract with Contractor. G. All Subcontractors, Suppliers, and such other individuals or entities performing or furnishing any of the Work shall communicate with City through Contractor. H. All Work performed for Contractor by a Subcontractor or Supplier will be pursuant to an appropriate agreement between Contractor and the Subcontractor or Supplier which specifically binds the Subcontractor or Supplier to the applicable terms and conditions of the Contract Documents for the benefit of City. 6.07 Wage Rates A. Duty to pay Prevailing Wage Rates. The Contractor shall comply with all requirements of Chapter 2258, Texas Government Code (as amended), including the payment of not less than the rates determined by the City Council of the City of Fort Worth to be the prevailing wage rates in accordance with Chapter 2258. Such prevailing wage rates are included in these Contract Documents. B. Penalty for Violation. A Contractor or any Subcontractor who does not pay the prevailing wage shall, upon demand made by the City, pay to the City $60 for each worker employed for each calendar day or part of the day that the worker is paid less than the prevailing wage rates stipulated in these contract documents. This penalty shall be retained by the City to offset its administrative costs, pursuant to Texas Government Code 2258.023. C. Complaints of Violations and City Determination of Good Cause. On receipt of information, including a complaint by a worker, concerning an alleged violation of 2258.023, Texas Government Code, by a Contractor or Subcontractor, the City shall make an initial determination, before the 31st day after the date the City receives the information, as to whether good cause exists to believe that the violation occurred. The City shall notify in writing the Contractor or Subcontractor and any affected worker of its initial determination. Upon the City's determination that there is good cause to believe the Contractor or Subcontractor has violated Chapter 2258, the City shall retain the full amounts claimed by the claimant or claimants as the difference between wages paid and wages due under the prevailing wage rates, such amounts being subtracted from successive progress payments pending a final determination of the violation. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Special Revision: August6, 2012 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 1 lth day after the date that arbitration is required, a district court shall appoint an arbitrator on the petition of any of the persons. The City is not a party in the arbitration. The decision and award of the arbitrator is final and binding on all parties and may be enforced in any court of competent jurisdiction. E. Records to be Maintained. The Contractor and each Subcontractor shall, for a period of three (3) years following the date of acceptance of the work, maintain records that show (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 perfouilance of the Work or the incorporation in the Work of any invention, design, process, product, or device which is the subject of patent rights or copyrights held by others. If a particular invention, design, process, product, or device is specified in the Contract Documents for use in the performance of the Work and if, to the actual knowledge of City, its use is subject to patent rights or copyrights calling for the payment of any license fee or royalty to others, the existence of such rights shall be disclosed by City in the Contract Documents. Failure of the City to disclose such information does not relieve the Contractor from its obligations to pay for the use of said fees or royalties to others. B. To the fullest extent permitted by Laws and Regulations, Contractor shall indemnify and hold harmless City, from and against all claims, costs, losses, and damages (including but not limited to all fees and charges of engineers, architects, attorneys, and other professionals and all court or arbitration or other dispute resolution costs) arising out of or relating to any infringement of patent rights or copyrights incident to the use in the performance of the Work or resulting from CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Special Revision: August6, 2012 007200-1 GENERAL CONDITIONS Page 27 of 63 the incorporation in the Work of any invention, design, process, product, or device not specified in the Contract Documents. 6.09 Permits and Utilities A. Contractor obtained permits and licenses. Contractor shall obtain and pay for 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 Depaituient of Transportation Permits 2. U.S. Army Corps of Engineers Permits 3. Texas Commission on Environmental Quality Permits 4. Railroad Company Permits C. Outstanding permits and licenses. The City anticipates acquisition of and/or access to permits and licenses. Any outstanding permits and licenses are anticipated to be acquired in accordance with the schedule set forth in the Supplementary Conditions. The Project Schedule submitted by the Contractor in accordance with the Contract Documents must consider any outstanding permits and licenses. 6.10 Laws and Regulations A. Contractor shall give all notices required by and shall comply with all Laws and Regulations applicable to the perfoiuiance 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 Special Revision: August 6, 2012 007200-1 GENERAL CONDITIONS Page 28 of 63 court or arbitration or other dispute resolution costs) arising out of or relating to such Work. However, it shall not be Contractor's responsibility to make certain that the Specifications and Drawings are in accordance with Laws and Regulations, but this shall not relieve Contractor of Contractor's obligations under Paragraph 3.02. C. Changes in Laws or Regulations not known at the time of opening of Bids having an effect on the cost or time of performance of the Work may be the subject of an adjustment in Contract Price or Contract Time. 6.11 Taxes A. On a contract awarded by the City, an organization which qualifies for exemption pursuant to Texas Tax Code, Subchapter H, Sections 151.301-335 (as amended), the Contractor may purchase, rent or lease all materials, supplies and equipment used or consumed in the performance of this contract by issuing to his supplier an exemption certificate in lieu of the tax, said exemption certificate to comply with State Comptroller's Ruling .007. Any such exemption certificate issued to the Contractor in lieu of the tax shall be subject to and shall comply with the provision of State Comptroller's Ruling .011, and any other applicable rulings pertaining to the Texas Tax Code, Subchapter H. B. Texas Tax permits and information may be obtained from: 1. Comptroller of Public Accounts Sales Tax Division Capitol Station Austin, TX 78711; or 2. http://www.window.state.tx.us/taxinfo/taxforms/93-forms.html 6.12 Use of Site and Other Areas A. Limitation on Use of Site and Other Areas: 1. Contractor shall confine construction equipment, the storage of materials and equipment, and the operations of workers to the Site and other areas permitted by Laws and Regulations, and shall not unreasonably encumber the Site and other areas with construction equipment or other materials or equipment. Contractor shall assume full responsibility for any damage to any such land or area, or to the owner or occupant thereof, or of any adjacent land or areas resulting from the performance of the Work. 2. At any time when, in the judgment of the City, the Contractor has obstructed or closed or is carrying on operations in a portion of a street, right-of-way, or easement greater than is necessary for proper execution of the Work, the City may require the Contractor to finish the section on which operations are in progress before work is commenced on any additional area of the Site. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Special Revision: August 6, 2012 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 indemn 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 Special Revision: August 6, 2012 007200-1 GENERAL CONDITIONS Page 30 of 63 take all necessary precautions for the safety of, and shall provide the necessary protection to prevent damage, injury or loss to: 1. all persons on the Site or who may be affected by the Work; 2. all the Work and materials and equipment to be incorporated therein, whether in storage on or off the Site; and 3. other property at the Site or adjacent thereto, including trees, shrubs, lawns, walks, pavements, roadways, structures, utilities, and Underground Facilities not designated for removal, relocation, or replacement in the course of construction. B. Contractor shall comply with all applicable Laws and Regulations relating to the safety of persons or property, or to the protection of persons or property from damage, injury, or loss; and shall erect and maintain all necessary safeguards for such safety and protection. Contractor shall notify owners of adjacent property and of Underground Facilities and other utility owners when prosecution of the Work may affect them, and shall cooperate with them in the protection, removal, relocation, and replacement of their property. C. Contractor shall comply with the applicable requirements of City's safety programs, if any. D. Contractor shall infoiui City of the specific requirements of Contractor's safety program, if any, with which City's employees and representatives must comply while at the Site. E. All damage, injury, or loss to any property referred to in Paragraph 6.14.A.2 or 6.14.A.3 caused, directly or indirectly, in whole or in part, by Contractor, any Subcontractor, Supplier, or any other individual or entity directly or indirectly employed by any of them to perform any of the Work, or anyone for whose acts any of them may be liable, shall be remedied by Contractor. F. Contractor's duties and responsibilities for safety and for protection of the Work shall continue until such time as all the Work is completed and City has accepted the Work. 6.15 Safety Representative Contractor shall inform City in writing of Contractor's designated safety representative at the Site. 6.16 Hazard Communication Programs Contractor shall be responsible for coordinating any exchange of material safety data sheets or other hazard communication information required to be made available to or exchanged between or among employers in accordance with Laws or Regulations. 6.17 Emergencies and/or Rectification A. In emergencies affecting the safety or protection of persons or the Work or property at the Site or adjacent thereto, Contractor is obligated to act to prevent threatened damage, injury, or loss. Contractor shall give City prompt written notice if Contractor believes that any significant CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Special Revision: August 6, 2012 007200-1 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. 1. Submit number of copies specified in the General Requirements. 2. Data shown on the Submittals will be complete with respect to quantities, dimensions, specified performance and design criteria, materials, and similar data to show City the services, materials, and equipment Contractor proposes to provide and to enable City to review the information for the limited purposes required by Paragraph 6.18.C. 3. Submittals submitted as herein provided by Contractor and reviewed by City for conformance with the design concept shall be executed in conformity with the Contract Documents unless otherwise required by City. 4. When Submittals are submitted for the purpose of showing the installation in greater detail, their review shall not excuse Contractor from requirements shown on the Drawings and Specifications. 5. For -Information -Only submittals upon which the City is not expected to conduct review or take responsive action may be so identified in the Contract Documents. 6. Submit required number of Samples specified in the Specifications. 7. Clearly identify each Sample as to material, Supplier, pertinent data such as catalog numbers, the use for which intended and other data as City may require to enable City to review the submittal for the limited purposes required by Paragraph 6.18.C. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Special Revision: August 6, 2012 007200-I GENERAL CONDITIONS Page 32 of 63 B. Where a Submittal is required by the Contract Documents or the Schedule of Submittals, any related Work performed prior to City's review and acceptance of the pertinent submittal will be at the sole expense and responsibility of Contractor. C. City's Review: 1. City will provide timely review of required Submittals in accordance with the Schedule of Submittals acceptable to City. City's review and acceptance will be only to determine if the items covered by the submittals will, after installation or incorporation in the Work, conform to the information given in the Contract Documents and be compatible with the design concept of the completed Project as a functioning whole as indicated by the Contract Documents. 2. City's review and acceptance will not extend to means, methods, techniques, sequences, or procedures of construction (except where a particular means, method, technique, sequence, or procedure of construction is specifically and expressly called for by the Contract Documents) or to safety precautions or programs incident thereto. The review and acceptance of a separate item as such will not indicate approval of the assembly in which the item functions. 3. City's review and acceptance shall not relieve Contractor from responsibility for any variation from the requirements of the Contract Documents unless Contractor has complied with the requirements of Section 01 33 00 and City has given written acceptance of each such variation by specific written notation thereof incorporated in or accompanying the Submittal. City's review and acceptance shall not relieve Contractor from responsibility for complying with the requirements of the Contract Documents. 6.19 Continuing the Work Except as otherwise provided, Contractor shall carry on the Work and adhere to the Project Schedule during all disputes or disagreements with City. No Work shall be delayed or postponed pending resolution of any disputes or disagreements, except as City and Contractor may otherwise agree in writing. 6.20 Contractor's General Warranty and Guarantee A. Contractor warrants and guarantees to City that all Work will be in accordance with the Contract Documents and will not be defective. City and its officers, directors, members, partners, employees, agents, consultants, and subcontractors shall be entitled to rely on representation of Contractor's warranty and guarantee. B. Contractor's warranty and guarantee hereunder excludes defects or damage caused by: 1. abuse, modification, or improper maintenance or operation by persons other than Contractor, Subcontractors, Suppliers, or any other individual or entity for whom Contractor is responsible; or CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Special Revision: August6, 2012 007200-1 GENERAL CONDITIONS Page 33 of 63 2. normal wear and tear under normal usage. C. Contractor's obligation to perform and complete the Work in accordance with the Contract Documents shall be absolute. None of the following will constitute an acceptance of Work that is not in accordance with the Contract Documents or a release of Contractor's obligation to perform the Work in accordance with the Contract Documents: 1. observations by City; 2. recommendation or payment by City of any progress or final payment; 3. the issuance of a certificate of Final Acceptance by City or any payment related thereto by City; 4. use or occupancy of the Work or any part thereof by City; 5. any review and acceptance of a Submittal by City; 6. any inspection, test, or approval by others; or 7. any correction of defective Work by City. D. The Contractor shall remedy any defects or damages in the Work and pay for any damage to other work or property resulting therefrom which shall appear within a period of two (2) years from the date of Final Acceptance of the Work unless a longer period is specified and shall furnish a good and sufficient maintenance bond, complying with the requirements of Article 5.02.B. The City will give notice of observed defects with reasonable promptness. 6.21 Indemnification A. Contractor covenants and agrees to indemnify, hold harmless and defend, at its own expense, the City, its officers, servants and employees, from and against any and all claims arising out of, or alleged to arise out of, the work and services to be performed by the Contractor, its officers, agents, employees, subcontractors, licenses or invitees under this Contract. THIS INDEMNIFICATION PROVISION IS SPECIFICALLY INTENDED TO OPERATE AND BE EFFECTIVE EVEN IF IT IS ALLEGED OR PROVEN THAT ALL OR SOME OF THE DAMAGES BEING SOUGHT WERE CAUSED. IN WHOLE OR IN PART. BY ANY ACT. OMISSION OR NEGLIGENCE OF THE CITY. This indemnity provision is intended to include, without limitation, indemnity for costs, expenses and legal fees incurred by the City in defending against such claims and causes of actions. B. Contractor covenants and agrees to indemnify and hold harmless, at its own expense, the City, its officers, servants and employees, from and against any and all loss, damage or destruction of property of the City, arising out of, or alleged to arise out of, the work and services to be performed by the Contractor, its officers, agents, employees, subcontractors, licensees or invitees under this Contract. THIS INDEMNIFICATION PROVISION IS CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Special Revision: August 6, 2012 007200-1 GENERAL CONDITIONS Page 34 of 63 SPECIFICALLY INTENDED TO OPERATE AND BE EFFECTIVE EVEN IF IT IS ALLEGED OR PROVEN THAT ALL OR SOME OF THE DAMAGES BEING SOUGHT WERE CAUSED. IN WHOLE OR IN PART. BY ANY ACT. OMISSION OR NEGLIGENCE OF THE CITY. 6.22 Delegation of Professional Design Services A. Contractor will not be required to provide professional design services unless such services are specifically required by the Contract Documents for a portion of the Work or unless such services are required to carry out Contractor's responsibilities for construction means, methods, techniques, sequences and procedures. B. If professional design services or certifications by a design professional related to systems, materials or equipment are specifically required of Contractor by the Contract Documents, City will specify all performance and design criteria that such services must satisfy. Contractor shall cause such services or certifications to be provided by a properly licensed professional, whose signature and seal shall appear on all drawings, calculations, specifications, certifications, and Submittals prepared by such professional. Submittals related to the Work designed or certified by such professional, if prepared by others, shall bear such professional's written approval when submitted to City. C. City shall be entitled to rely upon the adequacy, accuracy and completeness of the services, certifications or approvals performed by such design professionals, provided City has specified to Contractor performance and design criteria that such services must satisfy. D. Pursuant to this Paragraph 6.22, City's review and acceptance of design calculations and design drawings will be only for the limited purpose of checking for conformance with performance and design criteria given and the design concept expressed in the Contract Documents. City's review and acceptance of Submittals (except design calculations and design drawings) will be only for the purpose stated in Paragraph 6.18.C. 6.23 Right to Audit A. The Contractor agrees that the City shall, until the expiration of three (3) years after final payment under this Contract, have access to and the right to examine and photocopy any directly pertinent books, documents, papers, and records of the Contractor involving transactions relating to this Contract. Contractor agrees that the City shall have access during Regular Working Hours to all necessary Contractor facilities and shall be provided adequate and appropriate work space in order to conduct audits in compliance with the provisions of this Paragraph. The City shall give Contractor reasonable advance notice of intended audits. B. Contractor further agrees to include in all its subcontracts hereunder a provision to the effect that the subcontractor agrees that the City shall, until the expiration of three (3) years after final payment under this Contract, have access to and the right to examine and photocopy any directly pertinent books, documents, papers, and records of such Subcontractor, involving transactions to the subcontract, and further, that City shall have access during Regular Working Hours to all CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Special Revision: August 6, 2012 007200-1 GENERAL CONDITIONS Page 35 of 63 Subcontractor facilities, and shall be provided adequate and appropriate work space in order to conduct audits in compliance with the provisions of this Paragraph. The City shall give Subcontractor reasonable advance notice of intended audits. C. Contractor and Subcontractor agree to photocopy such documents as may be requested by the City. The City agrees to reimburse Contractor for the cost of the copies as follows at the rate published in the Texas Administrative Code in effect as of the time copying is performed. 6.24 Nondiscrimination A. The City is responsible for operating Public Transportation Programs and implementing transit - related projects, which are funded in part with Federal financial assistance awarded by the U.S. Department of Transportation and the Federal Transit Administration (FTA), without discriminating against any person in the United States on the basis of race, color, or national origin. B. Title VI, Civil Rights Act of 1964 as amended: Contractor shall comply with the requirements of the Act and the Regulations as further defined in the Supplementary Conditions for any project receiving Federal assistance. ARTICLE 7 — OTHER WORK AT THE SITE 7.01 Related Work at Site A. City may perform other work related to the Project at the Site with City's employees, or other City contractors, or through other direct contracts therefor, or have other work performed by utility owners. If such other work is not noted in the Contract Documents, then written notice thereof will be given to Contractor prior to starting any such other work; and B. Contractor shall afford each other contractor who is a party to such a direct contract, each utility owner, and City, if City is performing other work with City's employees or other City contractors, proper and safe access to the Site, provide a reasonable opportunity for the introduction and storage of materials and equipment and the execution of such other work, and properly coordinate the Work with theirs. Contractor shall do all cutting, fitting, and patching of the Work that may be required to properly connect or otherwise make its several parts come together and properly integrate with such other work. Contractor shall not endanger any work of others by cutting, excavating, or otherwise altering such work; provided, however, that Contractor may cut or alter others' work with the written consent of City and the others whose work will be affected. C. If the proper execution or results of any part of Contractor's Work depends upon work performed by others under this Article 7, Contractor shall inspect such other work and promptly report to City in writing any delays, defects, or deficiencies in such other work that render it unavailable or unsuitable for the proper execution and results of Contractor's Work. Contractor's failure to so report will constitute an acceptance of such other work as fit and proper for integration with Contractor's Work except for latent defects in the work provided by others. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Special Revision: August 6, 2012 007200-1 GENERAL CONDITIONS Page 36 of 63 7.02 Coordination A. If City intends to contract with others for the performance of other work on the Project at the Site, the following will be set forth in Supplementary Conditions: 1. the individual or entity who will have authority and responsibility for coordination of the activities among the various contractors will be identified; 2. the specific matters to be covered by such authority and responsibility will be itemized; and 3. the extent of such authority and responsibilities will be provided. B. Unless otherwise provided in the Supplementary Conditions, City shall have authority for such coordination. ARTICLE 8 — CITY'S RESPONSIBILITIES 8.01 Communications to Contractor Except as otherwise provided in the Supplementary Conditions, City shall issue all communications to Contractor. 8.02 Furnish Data City shall timely furnish the data required under the Contract Documents. 8.03 Pay When Due City shall make payments to Contractor in accordance with Article 14. 8.04 Lands and Easements; Reports and Tests City's duties with respect to providing lands and easements and providing engineering surveys to establish reference points are set forth in Paragraphs 4.01 and 4.05. Paragraph 4.02 refers to City's identifying and making available to Contractor copies of reports of explorations and tests of subsurface conditions and drawings of physical conditions relating to existing surface or subsurface structures at or contiguous to the Site that have been utilized by City in preparing the Contract Documents. 8.05 Change Orders City shall execute Change Orders in accordance with Paragraph 10.03. 8.06 Inspections, Tests, and Approvals City's responsibility with respect to certain inspections, tests, and approvals is set forth in Paragraph 13.03. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Special Revision: August 6, 2012 007200-1 GENERAL CONDITIONS Page 37 of 63 8.07 Limitations on City's Responsibilities A. The City shall not supervise, direct, or have control or authority over, nor be responsible for, Contractor's means, methods, techniques, sequences, or procedures of construction, or the safety precautions and programs incident thereto, or for any failure of Contractor to comply with Laws and Regulations applicable to the performance of the Work. City will not be responsible for Contractor's failure to perform the Work in accordance with the Contract Documents. B. City will notify the Contractor of applicable safety plans pursuant to Paragraph 6.14. 8.08 Undisclosed Hazardous Environmental Condition City's responsibility with respect to an undisclosed Hazardous Environmental Condition is set forth in Paragraph 4.06. 8.09 Compliance with Safety Program While at the Site, City's employees and representatives shall comply with the specific applicable requirements of Contractor's safety programs of which City has been informed pursuant to Paragraph 6.14. ARTICLE 9 — CITY'S OBSERVATION STATUS DURING CONSTRUCTION 9.01 City's Project Representative City will provide one or more Project Representative(s) during the construction period. The duties and responsibilities and the limitations of authority of City's representative during construction are set forth in the Contract Documents. The Project Representative(s) will be as provided in the Supplementary Conditions. 9.02 Visits to Site A. City's Project Representative 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 Representative will determine, in general, if the Work is proceeding in accordance with the Contract Documents. City's Project Representative 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 Representative'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 Representative'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 Special Revision: August6, 2012 007200-1 GENERAL CONDITIONS Page 38 of 63 9.03 Authorized Variations in Work City's Project Representative may authorize minor variations in the Work from the requirements of the Contract Documents which do not involve an adjustment in the Contract Price or the Contract Time and are compatible with the design concept of the completed Project as a functioning whole as indicated by the Contract Documents. These may be accomplished by a Field Order and will be binding on City and also on Contractor, who shall perform the Work involved promptly. 9.04 Rejecting Defective Work City will have authority to reject Work which City's Project Representative 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 Representative will review with Contractor the preliminary determinations on such matters before rendering a written recommendation. City's written decision will be final (except as modified to reflect changed factual conditions or more accurate data). 9.06 Decisions on Requirements of Contract Documents and Acceptability of Work A. City will be the initial interpreter of the requirements of the Contract Documents and judge of the acceptability of the Work thereunder. B. City will render a written decision on any issue referred. C. City's written decision on the issue referred will be final and binding on the Contractor, subject to the provisions of Paragraph 10.06. ARTICLE 10 — CHANGES IN THE WORK; CLAIMS; EXTRA WORK 10.01 Authorized Changes in the Work A. Without invalidating the Contract and without notice to any surety, City may, at any time or from time to time, order Extra Work. Upon notice of such Extra Work, Contractor shall promptly proceed with the Work involved which will be performed under the applicable conditions of the Contract Documents (except as otherwise specifically provided). Extra Work shall be memorialized by a Change Order which may or may not precede an order of Extra work. B. For minor changes of Work not requiring changes to Contract Time or Contract Price, a Field Order may be issued by the City. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Special Revision: August6, 2012 007200-1 GENERAL CONDITIONS Page 39 of 63 10.02 Unauthorized Changes in the Work Contractor shall not be entitled to an increase in the Contract Price or an extension of the Contract Time with respect to any work performed that is not required by the Contract Documents as amended, modified, or supplemented as provided in Paragraph 3.04, except in the case of an emergency as provided in Paragraph 6.17. 10.03 Execution of Change Orders A. City and Contractor shall execute appropriate Change Orders covering: 1. changes in the Work which are: (i) ordered by City pursuant to Paragraph 10.01.A, (ii) required because of acceptance of defective Work under Paragraph 13.08 or City's correction of defective Work under Paragraph 13.09, or (iii) agreed to by the parties; 2. changes in the Contract Price or Contract Time which are agreed to by the parties, including any undisputed sum or amount of time for Work actually performed. 10.04 Extra Work A. Should a difference arise as to what does or does not constitute Extra Work, or as to the payment thereof, and the City insists upon its performance, the Contractor shall proceed with the work after making written request for written orders and shall keep accurate account of the actual reasonable cost thereof. Contract Claims regarding Extra Work shall be made pursuant to Paragraph 10.06. B. The Contractor shall furnish the City such installation records of all deviations from the original Contract Documents as may be necessary to enable the City to prepare for permanent record a corrected set of plans showing the actual installation. C. The compensation agreed upon for Extra Work whether or not initiated by a Change Order shall be a full, complete and final payment for all costs Contractor incurs as a result or relating to the change or Extra Work, whether said costs are known, unknown, foreseen or unforeseen at that time, including without limitation, any costs for delay, extended overhead, ripple or impact cost, or any other effect on changed or unchanged work as a result of the change or Extra Work. 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 Special Revision: August6, 2012 007200-1 GENERAL CONDITIONS Page 40 of 63 10.06 Contract Claims Process A. City's Decision Required: All Contract Claims, except those waived pursuant to Paragraph 14.09, shall be referred to the City for decision. A decision by City shall be required as a condition precedent to any exercise by Contractor of any rights or remedies he may otherwise have under the Contract Documents or by Laws and Regulations in respect of such Contract Claims. B. Notice: 1. Written notice stating the general nature of each Contract Claim shall be delivered by the Contractor to City no later than 15 days after the start of the event giving rise thereto. The responsibility to substantiate a Contract Claim shall rest with the party making the Contract Claim. 2. Notice of the amount or extent of the Contract Claim, with supporting data shall be delivered to the City on or before 45 days from the start of the event giving rise thereto (unless the City allows additional time for Contractor to submit additional or more accurate data in support of such Contract Claim). 3. A Contract Claim for an adjustment in Contract Price shall be prepared in accordance with the provisions of Paragraph 12.01. 4. A Contract Claim for an adjustment in Contract Time shall be prepared in accordance with the provisions of Paragraph 12.02. 5. Each Contract Claim shall be accompanied by Contractor's written statement that the adjustment claimed is the entire adjustment to which the Contractor believes it is entitled as a result of said event. 6. The City shall submit any response to the Contractor within 30 days after receipt of the claimant's last submittal (unless Contract allows additional time). C. City's Action: City will review each Contract Claim and, within 30 days after receipt of the last submittal of the Contractor, if any, take one of the following actions in writing: 1. deny the Contract Claim in whole or in part; 2. approve the Contract Claim; or 3. notify the Contractor that the City is unable to resolve the Contract Claim if, in the City's sole discretion, it would be inappropriate for the City to do so. For purposes of further resolution of the Contract Claim, such notice shall be deemed a denial. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Special Revision: August 6, 2012 007200-1 GENERAL CONDITIONS Page 41 of 63 D. City's written action under Paragraph 10.06.0 will be final and binding, unless City or Contractor invoke the dispute resolution procedure set forth in Article 16 within 30 days of such action or denial. E. No Contract Claim for an adjustment in Contract Price or Contract Time will be valid if not submitted in accordance with this Paragraph 10.06. ARTICLE 11— COST OF THE WORK; ALLOWANCES; UNIT PRICE WORK; PLANS QUANTITY MEASUREMENT 11.01 Cost of the Work A. Costs Included: The term Cost of the Work means the sum of all costs, except those excluded in Paragraph 11.01.B, necessarily incurred and paid by Contractor in the proper performance of the Work. When the value of any Work covered by a Change Order, the costs to be reimbursed to Contractor will be only those additional or incremental costs required because of the change in the Work. Such costs shall not include any of the costs itemized in Paragraph 11.01.B, and shall include but not be limited to the following items: 1. Payroll costs for employees in the direct employ of Contractor in the performance of the Work under schedules of job classifications agreed upon by City and Contractor. Such employees shall include, without limitation, superintendents, foremen, and other personnel employed full time on the Work. Payroll costs for employees not employed full time on the Work shall be apportioned on the basis of their time spent on the Work. Payroll costs shall include; a. salaries with a 55% markup, or b. salaries and wages plus the cost of fringe benefits, which shall include social security contributions, unemployment, excise, and payroll taxes, workers' compensation, health and retirement benefits, bonuses, sick leave, vacation and holiday pay applicable thereto. The expenses of performing Work outside of Regular Working Hours, Weekend Working Hours, or legal holidays, shall be included in the above to the extent authorized by City. 2. Cost of all materials and equipment furnished and incorporated in the Work, including costs of transportation and storage thereof, and Suppliers' field services required in connection therewith. 3. Rentals of all construction equipment and machinery, and the parts thereof whether rented from Contractor or others in accordance with rental agreements approved by City, and the costs of transportation, loading, unloading, assembly, dismantling, and removal thereof. All such costs shall be in accordance with the terms of said rental agreements. The rental of any such equipment, machinery, or parts shall cease when the use thereof is no longer necessary for the Work. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Special Revision: August6, 2012 007200-1 GENERAL CONDITIONS Page 42 of 63 4. Payments made by Contractor to Subcontractors for Work performed by Subcontractors. If required by City, Contractor shall obtain competitive bids from subcontractors acceptable to City and Contractor and shall deliver such bids to City, who will then determine, which bids, if any, will be acceptable. If any subcontract provides that the Subcontractor is to be paid on the basis of Cost of the Work plus a fee, the Subcontractor's Cost of the Work and fee shall be determined in the same manner as Contractor's Cost of the Work and fee as provided in this Paragraph 11.01. 5. Costs of special consultants (including but not limited to engineers, architects, testing laboratories, surveyors, attorneys, and accountants) employed for services specifically related to the Work. 6. Supplemental costs including the following: a. The proportion of necessary transportation, travel, and subsistence expenses of Contractor's employees incurred in discharge of duties connected with the Work. b. Cost, including transportation and maintenance, of all materials, supplies, equipment, machinery, appliances, office, and temporary facilities at the Site, and hand tools not owned by the workers, which are consumed in the performance of the Work, and cost, less market value, of such items used but not consumed which remain the property of Contractor. c. Sales, consumer, use, and other similar taxes related to the Work, and for which Contractor is liable not covered under Paragraph 6.11, as imposed by Laws and Regulations. d. Deposits lost for causes other than negligence of Contractor, any Subcontractor, or anyone directly or indirectly employed by any of them or for whose acts any of them may be liable, and royalty payments and fees for permits and licenses. e. Losses and damages (and related expenses) caused by damage to the Work, not compensated by insurance or otherwise, sustained by Contractor in connection with the performance of the Work, provided such losses and damages have resulted from causes other than the negligence of Contractor, any Subcontractor, or anyone directly or indirectly employed by any of them or for whose acts any of them may be liable. Such losses shall include settlements made with the written consent and approval of City. No such losses, damages, and expenses shall be included in the Cost of the Work for the purpose of determining Contractor's fee. f The cost of utilities, fuel, and sanitary facilities at the Site. g. Minor expenses such as telegrams, long distance telephone calls, telephone and communication services at the Site, express and courier services, and similar petty cash items in connection with the Work. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Special Revision: August 6, 2012 007200-1 GENERAL CONDITIONS Page 43 of 63 h. The costs of premiums for all bonds and insurance Contractor is required by the Contract Documents to purchase and maintain. B. Costs Excluded: The term Cost of the Work shall not include any of the following items: 1. Payroll costs and other compensation of Contractor's officers, executives, principals (of partnerships and sole proprietorships), general managers, safety managers, engineers, architects, estimators, attorneys, auditors, accountants, purchasing and contracting agents, expediters, timekeepers, clerks, and other personnel employed by Contractor, whether at the Site or in Contractor's principal or branch office for general administration of the Work and not specifically included in the agreed upon schedule of job classifications referred to in Paragraph 11.01.A.1 or specifically covered by Paragraph 11.01.A.4, all of which are to be considered administrative costs covered by the Contractor's fee. 2. Expenses of Contractor's principal and branch offices other than Contractor's office at the Site. 3. Any part of Contractor's capital expenses, including interest on Contractor's capital employed for the Work and charges against Contractor for delinquent payments. 4. Costs due to the negligence of Contractor, any Subcontractor, or anyone directly or indirectly employed by any of them or for whose acts any of them may be liable, including but not limited to, the correction of defective Work, disposal of materials or equipment wrongly supplied, and making good any damage to property. 5. Other overhead or general expense costs of any kind. C. Contractor's Fee: When all the Work is performed on the basis of cost-plus, Contractor's fee shall be determined as set forth in the Agreement. When the value of any Work covered by a Change Order for an adjustment in Contract Price is determined on the basis of Cost of the Work, Contractor's fee shall be determined as set forth in Paragraph 12.01.C. D. Documentation: Whenever the Cost of the Work for any purpose is to be determined pursuant to Paragraphs 11.01.A and 11.01.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 Contract Price all allowances so named in the Contract Documents and shall cause the Work so covered to be performed for such sums and by such persons or entities as may be acceptable to City. B. Pre -bid Allowances: 1. Contractor agrees that: CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Special Revision: August6, 2012 007200-1 GENERAL CONDITIONS Page 44 of 63 a. the pre -bid allowances include the cost to Contractor of materials and equipment required by the allowances to be delivered at the Site, and all applicable taxes; and 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 fmal payment, an appropriate Change Order will be issued to reflect actual amounts due Contractor on account of Work covered by allowances, and the Contract Price shall be correspondingly adjusted. 11.03 Unit Price Work A. Where the Contract Documents provide that all or part of the Work is to be Unit Price Work, initially the Contract Price will be deemed to include for all Unit Price Work an amount equal to the sum of the unit price for each separately identified item of Unit Price Work times the estimated quantity of each item as indicated in the Agreement. B. The estimated quantities of items of Unit Price Work are not guaranteed and are solely for the purpose of comparison of Bids and determining an initial Contract Price. Determinations of the actual quantities and classifications of Unit Price Work performed by Contractor will be made by City subject to the provisions of Paragraph 9.05. C. Each unit price will be deemed to include an amount considered by Contractor to be adequate to cover Contractor's overhead and profit for each separately identified item. Work described in the Contract Documents, or reasonably inferred as required for a functionally complete installation, but not identified in the listing of unit price items shall be considered incidental to unit price work listed and the cost of incidental work included as part of the unit price. D. City may make an adjustment in the Contract Price in accordance with Paragraph 12.01 if: 1. the quantity of any item of Unit Price Work performed by Contractor differs materially and significantly from the estimated quantity of such item indicated in the Agreement; and 2. there is no corresponding adjustment with respect to any other item of Work. E. Increased or Decreased Quantities: The City reserves the right to order Extra Work in accordance with Paragraph 10.01. 1. If the changes in quantities or the alterations do not significantly change the character of work under the Contract Documents, the altered work will be paid for at the Contract unit price. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Special Revision: August 6, 2012 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 Special Revision: August 6, 2012 007200-1 GENERAL CONDITIONS Page 46 of 63 E. For callout work or non -site specific Contracts, the plans quantity measurement requirements are not applicable. ARTICLE 12 — CHANGE OF CONTRACT PRICE; CHANGE OF CONTRACT TIME 12.01 Change of Contract Price A. The Contract Price may only be changed by a Change Order. B. The value of any Work covered by a Change Order will be determined as follows: 1. where the Work involved is covered by unit prices contained in the Contract Documents, by application of such unit prices to the quantities of the items involved (subject to the provisions of Paragraph 11.03); or 2. where the Work involved is not covered by unit prices contained in the Contract Documents, by a mutually agreed lump sum or unit price (which may include an allowance for overhead and profit not necessarily in accordance with Paragraph 12.01.C.2), and shall include the cost of any secondary impacts that are foreseeable at the time of pricing the cost of Extra Work; or 3. where the Work involved is not covered by unit prices contained in the Contract Documents and agreement to a lump sum or unit price is not reached under Paragraph 12.01.B.2, on the basis of the Cost of the Work (determined as provided in Paragraph 11.01) plus a Contractor's fee for overhead and profit (determined as provided in Paragraph 12.01.C). C. Contractor's Fee: The Contractor's additional fee for overhead and profit shall be determined as follows: 1. a mutually acceptable fixed fee; or 2. if a fixed fee is not agreed upon, then a fee based on the following percentages of the various portions of the Cost of the Work: a. for costs incurred under Paragraphs 11.01.A.1, 11.01.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 11.01.A.4 and 11.01.A.5, the Contractor's fee shall be five percent (5%); 1) where one or more tiers of subcontracts are on the basis of Cost of the Work plus a fee and no fixed fee is agreed upon, the intent of Paragraphs 12.01.C.2.a and 12.01.C.2.b is that the Subcontractor who actually performs the Work, at whatever CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Special Revision: August 6, 2012 007200-1 GENERAL CONDITIONS Page 47 of 63 tier, will be paid a fee of 15 percent of the costs incurred by such Subcontractor under Paragraphs 11.01.A.1 and 11.01.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%; c. no fee shall be payable on the basis of costs itemized under Paragraphs 11.01.A.6, and 11.01.B; d. the amount of credit to be allowed by Contractor to City for any change which results in a net decrease in cost will be the amount of the actual net decrease in cost plus a deduction in Contractor's fee by an amount equal to five percent (5%) of such net decrease. 12.02 Change of Contract Time A. The Contract Time may only be changed by a Change Order. B. No extension of the Contract Time will be allowed for Extra Work or for claimed delay unless the Extra Work contemplated or claimed delay is shown to be on the critical path of the Project Schedule or Contractor can show by Critical Path Method analysis how the Extra Work or claimed delay adversely affects the critical path. 12.03 Delays A. Where Contractor is reasonably delayed in the performance or completion of any part of the Work within the Contract Time due to delay beyond the control of Contractor, the Contract Time may be extended in an amount equal to the time lost due to such delay if a Contract Claim is made therefor. Delays beyond the control of Contractor shall include, but not be limited to, acts or neglect by City, acts or neglect of utility owners or other contractors performing other work as contemplated by Article 7, fires, floods, epidemics, abnormal weather conditions, or acts of God. Such an adjustment shall be Contractor's sole and exclusive remedy for the delays described in this Paragraph. B. If Contractor is delayed, City shall not be liable to Contractor for any claims, costs, losses, or damages (including but not limited to all fees and charges of engineers, architects, attorneys, and other professionals and all court or arbitration or other dispute resolution costs) sustained by Contractor on or in connection with any other project or anticipated project. C. Contractor shall not be entitled to an adjustment in Contract Price or Contract Time for delays within the control of Contractor. Delays atliibutable 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 Special Revision: August6, 2012 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 Depth lucent 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 Special Revision: August 6, 2012 007200-1 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. 1. If it is found that the uncovered Work is defective, Contractor shall pay all claims, costs, losses, and damages (including but not limited to all fees and charges of engineers, architects, attorneys, and other professionals and all court or other dispute resolution costs) arising out of or relating to such uncovering, exposure, observation, inspection, and testing, and of satisfactory replacement or reconstruction (including but not limited to all costs of repair or replacement of work of others); or City shall be entitled to accept defective Work in accordance with Paragraph 13.08 in which case Contractor shall still be responsible for all costs associated with exposing, observing, and testing the defective Work. 2. If the uncovered Work is not found to be defective, Contractor shall be allowed an increase in the Contract Price or an extension of the Contract Time, or both, directly attributable to such uncovering, exposure, observation, inspection, testing, replacement, and reconstruction. 13.05 City May Stop the Work If the Work is defective, or Contractor fails to supply sufficient skilled workers or suitable materials or equipment, or fails to perform the Work in such a way that the completed Work will conform to the Contract Documents, City may order Contractor to stop the Work, or any portion thereof, until the cause for such order has been eliminated; however, this right of City to stop the Work shall not give rise to any duty on the part of City to exercise this right for the benefit of Contractor, any CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Special Revision: August6, 2012 007200-1 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 of Defective Work A. Promptly after receipt of written notice, Contractor shall correct all defective Work pursuant to an acceptable schedule, whether or not fabricated, installed, or completed, or, if the Work has been rejected by City, remove it from the Project and replace it with Work that is not defective. Contractor shall pay all claims, costs, additional testing, losses, and damages (including but not limited to all fees and charges of engineers, architects, attorneys, and other professionals and all court or arbitration or other dispute resolution costs) arising out of or relating to such correction or removal (including but not limited to all costs of repair or replacement of work of others). Failure to require the removal of any defective Work shall not constitute acceptance of such Work. B. When correcting defective Work under the terms of this Paragraph 13.06 or Paragraph 13.07, Contractor shall take no action that would void or otherwise impair City's special warranty and guarantee, if any, on said Work. 13.07 Correction Period A. If within two (2) years after the date of Final Acceptance (or such longer period of time as may be prescribed by the terms of any applicable special guarantee required by the Contract Documents), any Work is found to be defective, or if the repair of any damages to the land or areas made available for Contractor's use by City or permitted by Laws and Regulations as contemplated in Paragraph 6.10.A is found to be defective, Contractor shall promptly, without cost to City and in accordance with City's written instructions: 1. repair such defective land or areas; or 2. correct such defective Work; or 3. if the defective Work has been rejected by City, remove it from the Project and replace it with Work that is not defective, and 4. satisfactorily correct or repair or remove and replace any damage to other Work, to the work of others or other land or areas resulting therefrom. B. If Contractor does not promptly comply with the terms of City's written instructions, or in an emergency where delay would cause serious risk of loss or damage, City may have the defective Work corrected or repaired or may have the rejected Work removed and replaced. All claims, costs, losses, and damages (including but not limited to all fees and charges of engineers, architects, attorneys, and other professionals and all court or other dispute resolution costs) arising out of or relating to such correction or repair or such removal and replacement (including but not limited to all costs of repair or replacement of work of others) will be paid by Contractor. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Special Revision: August6, 2012 007200-1 GENERAL CONDITIONS Page 51 of 63 C. In special circumstances where a particular item of equipment is placed in continuous service before Final Acceptance of all the Work, the correction period for that item may start to run from an earlier date if so provided in the Contract Documents. D. Where defective Work (and damage to other Work resulting therefrom) has been corrected or removed and replaced under this Paragraph 13.07, the correction period hereunder with respect to such Work may be required to be extended for an additional period of one year after the end of the initial correction period. City shall provide 30 days written notice to Contractor should such additional warranty coverage be required. Contractor may dispute this requirement by filing a Contract Claim, pursuant to Paragraph 10.06. E. Contractor's obligations under this Paragraph 13.07 are in addition to any other obligation or warranty. The provisions of this Paragraph 13.07 shall not be construed as a substitute for, or a waiver of, the provisions of any applicable statute of limitation or repose. 13.08 Acceptance of Defective Work If, instead of requiring correction or removal and replacement of defective Work, City prefers to accept it, City may do so. Contractor shall pay all claims, costs, losses, and damages (including but not limited to all fees and charges of engineers, architects, attorneys, and other professionals and all court or other dispute resolution costs) attributable to City's evaluation of and determination to accept such defective Work and for the diminished value of the Work to the extent not otherwise paid by Contractor. If any such acceptance occurs prior to Final Acceptance, a Change Order will be issued incorporating the necessary revisions in the Contract Documents with respect to the Work, and City shall be entitled to an appropriate decrease in the Contract Price, reflecting the diminished value of Work so accepted. 13.09 City May Correct Defective Work A. If Contractor fails within a reasonable time after written notice from City to correct defective Work, or to remove and replace rejected Work as required by City in accordance with Paragraph 13.06.A, or if Contractor fails to perform the Work in accordance with the Contract Documents, or if Contractor fails to comply with any other provision of the Contract Documents, City may, after seven (7) days written notice to Contractor, correct, or remedy any such deficiency. B. In exercising the rights and remedies under this Paragraph 13.09, City shall proceed expeditiously. In connection with such corrective or remedial action, City may exclude Contractor from all or part of the Site, take possession of all or part of the Work and suspend Contractor's services related thereto, and incorporate in the Work all materials and equipment incorporated in the Work, stored at the Site or for which City has paid Contractor but which are stored elsewhere. Contractor shall allow City, City's representatives, agents, consultants, employees, and City's other contractors, access to the Site to enable City to exercise the rights and remedies under this Paragraph. C. All claims, costs, losses, and damages (including but not limited to all fees and charges of engineers, architects, attorneys, and other professionals and all court or other dispute resolution CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Special Revision: August6, 2012 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 CON TRACTOR AND COMPLETION 14.01 Schedule of Values The Schedule of Values for lump sum contracts established as provided in Paragraph 2.07 will serve as the basis for progress payments and will be incorporated into a form of Application for Payment acceptable to City. Progress payments on account of Unit Price Work will be based on the number of units completed. 14.02 Progress Payments A. Applications for Payments: 1. Contractor is responsible for providing all information as required to become a vendor of the City. 2. At least 20 days before the date established in the General Requirements for each progress payment, Contractor shall submit to City for review an Application for Payment filled out and signed by Contractor covering the Work completed as of the date of the Application and accompanied by such supporting documentation as is required by the Contract Documents. 3. If payment is requested on the basis of materials and equipment not incorporated in the Work but delivered and suitably stored at the Site or at another location agreed to in writing, the Application for Payment shall also be accompanied by a bill of sale, invoice, or other documentation warranting that City has received the materials and equipment free and clear of all Liens and evidence that the materials and equipment are covered by appropriate insurance or other arrangements to protect City's interest therein, all of which must be satisfactory to City. 4. Beginning with the second Application for Payment, each Application shall include an affidavit of Contractor stating that previous progress payments received on account of the Work have been applied on account to discharge Contractor's legitimate obligations associated with prior Applications for Payment. 5. The amount of retainage with respect to progress payments will be as stipulated in the Contract Documents. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Special Revision: August 6, 2012 007200-1 GENERAL CONDITIONS Page 53 of 63 B. Review of Applications: 1. City will, after receipt of each Application for Payment, either indicate in writing a recommendation of payment or return the Application to Contractor indicating reasons for refusing payment. In the latter case, Contractor may make the necessary corrections and resubmit the Application. 2. City's processing of any payment requested in an Application for Payment will be based on City's observations of the executed Work, and on City's review of the Application for Payment and the accompanying data and schedules, that to the best of City's knowledge: a. the Work has progressed to the point indicated; b. the quality of the Work is generally in accordance with the Contract Documents (subject to an evaluation of the Work as a functioning whole prior to or upon Final Acceptance, the results of any subsequent tests called for in the Contract Documents, a final determination of quantities and classifications for Work performed under Paragraph 9.05, and any other qualifications stated in the recommendation). 3. Processing any such payment will not thereby be deemed to have represented that: a. inspections made to check the quality or the quantity of the Work as it has been performed have been exhaustive, extended to every aspect of the Work in progress, or involved detailed inspections of the Work beyond the responsibilities specifically assigned to City in the Contract Documents; or b. there may not be other matters or issues between the parties that might entitle Contractor to be paid additionally by City or entitle City to withhold payment to Contractor, or c. Contractor has complied with Laws and Regulations applicable to Contractor's performance of the Work. 4. City may refuse to process the whole or any part of any payment because of subsequently discovered evidence or the results of subsequent inspections or tests, and revise or revoke any such payment previously made, to such extent as may be necessary to protect City from loss because: a. the Work is defective, or the completed Work has been damaged by the Contractor or his subcontractors, requiring correction or replacement; b. discrepancies in quantities contained in previous applications for payment; c. the Contract Price has been reduced by Change Orders; d. City has been required to correct defective Work or complete Work in accordance with Paragraph 13.09; or CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Special Revision: August 6, 2012 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. Retainage: 1. For contracts less than $400,000 at the time of execution, retainage shall be ten percent (10%). 2. For contracts greater than $400,000 at the time of execution, retainage shall be five percent (5%). D. Liquidated Damages. For each calendar day that any work shall remain uncompleted after the time specified in the Contract Documents, the sum per day specified in the Agreement, will be deducted from the monies due the Contractor, not as a penalty, but as liquidated damages suffered by the City. E. Payment: Contractor will be paid pursuant to the requirements of this Article 14 and payment will become due in accordance with the Contract Documents. F. Reduction in Payment: 1. City may refuse to make payment of the amount requested because: a. Liens have been filed in connection with the Work, except where Contractor has delivered a specific bond satisfactory to City to secure the satisfaction and discharge of such Liens; b. there are other items entitling City to a set-off against the amount recommended; or c. City has actual knowledge of the occurrence of any of the events enumerated in Paragraphs 14.02.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 Special Revision: August 6, 2012 007200-1 GENERAL CONDITIONS Page 55 of 63 14.04 Partial Utilization A. Prior to Final Acceptance of all the Work, City may use or occupy any substantially completed part of the Work which has specifically been identified in the Contract Documents, or which City, determines constitutes a separately functioning and usable part of the Work that can be used by City for its intended purpose without significant interference with Contractor's performance of the remainder of the Work. City at any time may notify Contractor in writing to permit City to use or occupy any such part of the Work which City determines to be ready for its intended use, subject to the following conditions: 1. Contractor at any time may notify City in writing that Contractor considers any such part of the Work ready for its intended use. 2. Within a reasonable time after notification as enumerated in Paragraph 14.05.A.1, City and Contractor shall make an inspection of that part of the Work to determine its status of completion. If City does not consider that part of the Work to be substantially complete, City will notify Contractor in writing giving the reasons therefor. 3. Partial Utilization will not constitute Final Acceptance by City. 14.05 Final Inspection A. Upon written notice from Contractor that the entire Work is complete in accordance with the Contract Documents: 1. within 10 days, City will schedule a Final Inspection with Contractor. 2. City will notify Contractor in writing of all particulars in which this inspection reveals that the Work is incomplete or defective. Contractor shall immediately take such measures as are necessary to complete such Work or remedy such deficiencies. B. No time charge will be made against the Contractor between said date of notification of the City and the date of Final Inspection. Should the City determine that the Work is not ready for Final Inspection, City will notify the Contractor in writing of the reasons and Contract Time will resume. 14.06 Final Acceptance Upon completion by Contractor to City's satisfaction, of any additional Work identified in the Final Inspection, City will issue to Contractor a letter of Final Acceptance. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Special Revision: August 6, 2012 007200-1 GENERAL CONDITIONS Page 56 of 63 14.07 Final Payment A. Application for Payment: 1. Upon Final Acceptance, and in the opinion of City, Contractor may make an application for final payment following the procedure for progress payments in accordance with the Contract Documents. 2. The final Application for Payment shall be accompanied (except as previously delivered) by: a. all documentation called for in the Contract Documents, including but not limited to 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 Special Revision: August6, 2012 007200-1 GENERAL CONDITIONS Page 57 of 63 portion of the Work fully completed and accepted shall be submitted by Contractor to City with the Application for such payment. Such payment shall be made under the terms and conditions governing final payment, except that it shall not constitute a waiver of Contract Claims. B. Partial Retainage Release. For a Contract that provides for a separate vegetative establishment and maintenance, and test and performance periods following the completion of all other construction in the Contract Documents for all Work locations, the City may release a portion of the amount retained provided that all other work is completed as determined by the City. Before the release, all submittals and final quantities must be completed and accepted for all other work. An amount sufficient to ensure Contract compliance will be retained. 14.09 Waiver of Claims The acceptance of fmal payment will constitute a release of the City from all claims or liabilities under the Contract for anything done or furnished or relating to the work under the Contract Documents or any act or neglect of City related to or connected with the Contract. ARTICLE 15 — SUSPENSION OF WORK AND TERMINATION 15.01 City May Suspend Work A. At any time and without cause, City may suspend the Work or any portion thereof by written notice to Contractor and which may fix the date on which Work will be resumed. Contractor shall resume the Work on the date so fixed. During temporary suspension of the Work covered by these Contract Documents, for any reason, the City will make no extra payment for stand-by time of construction equipment and/or construction crews. B. Should the Contractor not be able to complete a portion of the Project due to causes beyond the control of and without the fault or negligence of the Contractor, and should it be determined by mutual consent of the Contractor and City that a solution to allow construction to proceed is not available within a reasonable period of time, Contractor may request an extension in Contract Time, directly attributable to any such suspension. C. If it should become necessary to suspend the Work for an indefinite period, the Contractor shall store all materials in such a manner that they will not obstruct or impede the public unnecessarily nor become damaged in any way, and he shall take every precaution to prevent damage or deterioration of the work performed; he shall provide suitable drainage about the work, and erect temporary structures where necessary. D. Contractor may be reimbursed for the cost of moving his equipment off the job and returning the necessary equipment to the job when it is determined by the City that construction may be resumed. Such reimbursement shall be based on actual cost to the Contractor of moving the equipment and no profit will be allowed. Reimbursement may not be allowed if the equipment is moved to another construction project for the City. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Special Revision: August 6, 2012 007200-1 GENERAL CONDITIONS Page 58 of 63 15.02 City May Terminate for Cause A. The occurrence of any one or more of the following events by way of example, but not of limitation, may justify termination for cause: 1. Contractor's persistent failure to perform the Work in accordance with the Contract Documents (including, but not limited to, failure to supply sufficient skilled workers or suitable materials or equipment, failure to adhere to the Project Schedule established under Paragraph 2.07 as adjusted from time to time pursuant to Paragraph 6.04, or failure to adhere to the City's Business Diversity Enterprise Ordinance #20020-12-2011established under Paragraph 6.06.D); 2. Contractor's disregard of Laws or Regulations of any public body having jurisdiction; 3. Contractor's repeated disregard of the authority of City; or 4. Contractor's violation in any substantial way of any provisions of the Contract Documents; or 5. Contractor's failure to promptly make good any defect in materials or workmanship, or defects of any nature, the correction of which has been directed in writing by the City; or 6. Substantial indication that the Contractor has made an unauthorized assignment of the Contract or any funds due therefrom for the benefit of any creditor or for any other purpose; or 7. Substantial evidence that the Contractor has become insolvent or bankrupt, or otherwise financially unable to carry on the Work satisfactorily; or 8. Contractor commences legal action in a court of competent jurisdiction against the City. B. If one or more of the events identified in Paragraph 15.02A. occur, City will provide written notice to Contractor and Surety to arrange a conference with Contractor and Surety to address Contractor's failure to perform the Work. Conference shall be held not later than 15 days, after receipt of notice. 1. If the City, the Contractor, and the Surety do not agree to allow the Contractor to proceed to perform the construction Contract, the City may, to the extent permitted by Laws and Regulations, declare a Contractor default and formally terminate the Contractor's right to complete the Contract. Contractor default shall not be declared earlier than 20 days after the Contractor and Surety have received notice of conference to address Contractor's failure to perform the Work. 2. If Contractor's services are terminated, Surety shall be obligated to take over and perform the Work. If Surety does not commence performance thereof within 15 consecutive calendar days after date of an additional written notice demanding Surety's performance of its CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Special Revision: August 6, 2012 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.B, Contractor's services will not be terminated if Contractor begins within seven days of receipt of notice of intent to terminate to correct its failure to perfoini 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 Special Revision: August 6, 2012 007200-1 GENERAL CONDITIONS Page 60 of 63 15.03 City May Terminate For Convenience A. City may, without cause and without prejudice to any other right or remedy of City, terminate the Contract. Any termination shall be effected by mailing a notice of the termination to the Contractor specifying the extent to which performance of Work under the contract is terminated, and the date upon which such termination becomes effective. Receipt of the notice shall be deemed conclusively presumed and established when the letter is placed in the United States Postal Service Mail by the City. Further, it shall be deemed conclusively presumed and established that such termination is made with just cause as therein stated; and no proof in any claim, demand or suit shall be required of the City regarding such discretionary action. B. After receipt of a notice of termination, and except as otherwise directed by the City, the Contractor shall: 1. Stop work under the Contract on the date and to the extent specified in the notice of termination; 2. place no further orders or subcontracts for materials, services or facilities except as may be necessary for completion of such portion of the Work under the Contract as is not terminated; 3. terminate all orders and subcontracts to the extent that they relate to the performance of the Work terminated by notice of termination; 4. transfer title to the City and deliver in the manner, at the times, and to the extent, if any, directed by the City: a. the fabricated or unfabricated parts, Work in progress, completed Work, supplies and other material produced as a part of, or acquired in connection with the performance of, the Work terminated by the notice of the termination; and b. the completed, or partially completed plans, drawings, information and other property which, if the Contract had been completed, would have been required to be furnished to the City. 5. complete performance of such Work as shall not have been terminated by the notice of termination; and 6. take such action as may be necessary, or as the City may direct, for the protection and preservation of the property related to its contract which is in the possession of the Contractor and in which the owner has or may acquire the rest. C. At a time not later than 30 days after the termination date specified in the notice of termination, the Contractor may submit to the City a list, certified as to quantity and quality, of any or all items of termination inventory not previously disposed of, exclusive of items the disposition of which has been directed or authorized by City. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Special Revision: August 6, 2012 007200-1 GENERAL CONDITIONS Page 61 of 63 D. Not later than 15 days thereafter, the City shall accept title to such items provided, that the list submitted shall be subject to verification by the City upon removal of the items or, if the items are stored, within 45 days from the date of submission of the list, and any necessary adjustments to correct the list as submitted, shall be made prior to final settlement. E. Not later than 60 days after the notice of termination, the Contractor shall submit his termination claim to the City in the form and with the certification prescribed by the City. Unless an extension is made in writing within such 60 day period by the Contractor, and granted by the City, any and all such claims shall be conclusively deemed waived. F. In such case, Contractor shall be paid for (without duplication of any items): 1. completed and acceptable Work executed in accordance with the Contract Documents prior to the effective date of termination, including fair and reasonable sums for overhead and profit on such Work; 2. expenses sustained prior to the effective date of termination in performing services and furnishing labor, materials, or equipment as required by the Contract Documents in connection with uncompleted Work, plus fair and reasonable sums for overhead and profit on such expenses; and 3. reasonable expenses directly attributable to termination. G. In the event of the failure of the Contractor and City to agree upon the whole amount to be paid to the Contractor by reason of the termination of the Work, the City shall determine, on the basis of information available to it, the amount, if any, due to the Contractor by reason of the termination and shall pay to the Contractor the amounts determined. Contractor shall not be paid on account of loss of anticipated profits or revenue or other economic loss arising out of or resulting from such termination. ARTICLE 16 — DISPUTE RESOLUTION 16.01 Methods and Procedures A. Either City or Contractor may request mediation of any Contract Claim submitted for a decision under Paragraph 10.06 before such decision becomes final and binding. The request for mediation shall be submitted to the other party to the Contract. Timely submission of the request shall stay the effect of Paragraph 10.06.E. B. City and Contractor shall participate in the mediation process in good faith. The process shall be commenced within 60 days of filing of the request. C. If the Contract Claim is not resolved by mediation, City's action under Paragraph 10.06.0 or a denial pursuant to Paragraphs 10.06.C.3 or 10.06.D 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 Special Revision: August 6, 2012 007200-1 GENERAL CONDITIONS Page 62 of 63 1. elects in writing to invoke any other dispute resolution process provided for in the Supplementary Conditions; or 2. agrees with the other party to submit the Contract Claim to another dispute resolution process; or 3. gives written notice to the other party of the intent to submit the Contract Claim to a court of competent jurisdiction. ARTICLE 17 —MISCELLANEOUS 17.01 Giving Notice A. Whenever any provision of the Contract Documents requires the giving of written notice, it will be deemed to have been validly given if: 1. delivered in person to the individual or to a member of the firm or to an officer of the corporation for whom it is intended; or 2. delivered at or sent by registered or certified mail, postage prepaid, to the last business address known to the giver of the notice. B. Business address changes must be promptly made in writing to the other party. C. Whenever the Contract Documents specifies giving notice by electronic means such electronic notice shall be deemed sufficient upon confirmation of receipt by the receiving party. 17.02 Computation of Times When any period of time is referred to in the Contract Documents by days, it will be computed to exclude the first and include the last day of such period. If the last day of any such period falls on a Saturday or Sunday or on a day made a legal holiday the next Working Day shall become the last day of the period. 17.03 Cumulative Remedies The duties and obligations imposed by these General Conditions and the rights and remedies available hereunder to the parties hereto are in addition to, and are not to be construed in any way as a limitation of, any rights and remedies available to any or all of them which are otherwise imposed or available by Laws or Regulations, by special warranty or guarantee, or by 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 Special Revision: August6, 2012 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 Special Revision: August 6, 2012 007300-1 SUPPLEMENTARY CONDITIONS Page 1 of 5 1 SECTION 00 73 00 2 SUPPLEMENTARY CONDITIONS 3 TO 4 GENERAL CONDITIONS 5 6 Supplementary Conditions 7 8 These Supplementary Conditions modify and supplement Section 00 72 00 - General Conditions, and other 9 provisions of the Contract Documents as indicated below. All provisions of the General Conditions that are 10 modified or supplemented remain in full force and effect as so modified or supplemented. All provisions 11 of the General Conditions which are not so modified or supplemented remain in full force and effect. 12 13 Defined Terms 14 15 The terms used in these Supplementary Conditions which are defined in the General Conditions have the 16 meaning assigned to them in the General Conditions, unless specifically noted herein. 17 18 Modifications and Supplements 19 20 The following are instructions that modify or supplement specific paragraphs in the General Conditions and 21 other Contract Documents. 22 23 SC-3.03B.2, "Resolving Discrepancies" 24 25 Plans govern over Specifications and Specifications shall govern over standard details. 26 27 SC-4.O1A 28 29 Easement limits shown on the Drawing are approximate and were provided to establish a basis for bidding. 30 Upon receiving the final easements descriptions, Contractor shall compare them to the lines shown on the 31 Contract Drawings. 32 33 SC-4.O1A.1., "Availability of Lands" 34 35 The following is a list of known outstanding right-of-way, and/or easements to be acquired, if any as of 36 February 21, 2012: 37 38 Outstanding Right -Of -Way, and/or Easements to Be Acquired PARCEL OWNER TARGET DATE NUMBER OF POSSESSION NONE 39 The Contractor understands and agrees that the dates listed above are estimates only, are not guaranteed, 40 and do not bind the City. 41 42 If Contractor considers the final easements provided to differ materially from the representations on the 43 Contract Drawings, Contractor shall within five (5) Business Days and before proceeding with the Work, 44 notify City in writing associated with the differing easement line locations. 45 46 SC-4.01A.2, "Availability of Lands" 47 CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised February 21, 2012 CONCRETE RESTORATION (2013-10) GG01-537110-0202002 007300-2 SUPPLEMENTARY CONDITIONS Page 2 of 5 1 Utilities or obstructions to be removed, adjusted, and/or relocated 2 3 The following is list of utilities and/or obstructions that have not been removed, adjusted, and/or relocated 4 as of February 21, 2012 5 EXPECTED UTILITY AND LOCATION TARGET DATE OF OWNER ADJUSTMENT NONE 6 The Contractor understands and agrees that the dates listed above are estimates only, are not guaranteed, 7 and do not bind the City. 8 9 SC-4.02A., "Subsurface and Physical Conditions" 10 11 The following are reports of explorations and tests of subsurface conditions at the site of the Work: 12 13 A "None" Report No. . dated , prepared by "None" a sub -consultant of "None", a 14 consultant of the City, providing additional information on "None" 15 16 The following are drawings of physical conditions in or relating to existing surface and subsurface 17 structures (except Underground Facilities) which are at or contiguous to the site of the Work: 18 NONE 19 20 SC-4.06A., "Hazardous Environmental Conditions at Site" 21 22 The following are reports and drawings of existing hazardous environmental conditions known to the City: 23 NONE 24 25 SC-5.03A., "Certificates of Insurance" 26 27 The entities listed below are "additional insureds as their interest may appear" including their respective 28 officers, directors, agents and employees. 29 30 (1) City 31 (2) Consultant: NONE 32 (3) Other: NONE 33 34 SC-5.04A., "Contractor's Insurance" 35 36 The limits of liability for the insurance required by Paragraph GC-5.04 shall provide the following 37 coverages for not less than the following amounts or greater where required by laws and regulations: 38 39 5.04A. Workers' Compensation, under Paragraph GC-5.04A. 40 41 Statutory limits 42 Employer's liability 43 $100,000 each accident/occurrence 44 $100,000 Disease - each employee 45 $500,000 Disease - policy limit 46 47 SC-5.04B., "Contractor's Insurance" 48 CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised February 21, 2012 CONCRETE RESTORATION (2013-10) GG01-537110-0202002 007300-3 SUPPLEMENTARY CONDITIONS Page 3 of 5 1 5.04B. Commercial General Liability, under Paragraph GC-5.04B. Contractor's Liability Insurance 2 under Paragraph GC-5.04B., which shall be on a per project basis covering the Contractor with 3 minimum limits of: 4 5 $1,000,000 each occurrence 6 $2,000,000 aggregate limit 7 8 The policy must have an endorsement (Amendment — Aggregate Limits of Insurance) making the 9 General Aggregate Limits apply separately to each job site. 10 11 The Commercial General Liability Insurance policies shall provide "X", "C", and "U" coverage's. 12 Verification of such coverage must be shown in the Remarks Article of the Certificate of Insurance. 13 14 SC 5.04C., "Contractor's Insurance" 15 5.04C. Automobile Liability, under Paragraph GC-5.04C. Contractor's Liability Insurance under 16 Paragraph GC-5.04C., which shall be in an amount not less than the following amounts: 17 18 (1) Automobile Liability - a commercial business policy shall provide coverage on "Any Auto", 19 defined as autos owned, hired and non -owned. 20 21 $1,000,000 each accident on a combined single limit basis. Split limits are acceptable if limits are at 22 least: 23 24 $250,000 Bodily Injury per person / 25 $500,000 Bodily Injury per accident / 26 $100,000 Property Damage 27 28 SC-5.04D., "Contractor's Insurance" 29 30 The Contractor's construction activities will require its employees, agents, subcontractors, equipment, and 31 material deliveries to cross railroad properties and tracks NONE 32 33 The Contractor shall conduct its operations on railroad properties in such a manner as not to interfere with, 34 hinder, or obstruct the railroad company in any manner whatsoever in the use or operation of its/their trains 35 or other property. Such operations on railroad properties may require that Contractor to execute a "Right of 36 Entry Agreement" with the particular railroad company or companies involved, and to this end the 37 Contractor should satisfy itself as to the requirements of each railroad company and be prepared to execute 38 the right -of -entry (if any) required by a railroad company. The requirements specified herein likewise relate 39 to the Contractor's use of private and/or construction access roads crossing said railroad company's 40 properties. 41 42 The Contractual Liability coverage required by Paragraph 5.04D of the General Conditions shall provide 43 coverage for not less than the following amounts, issued by companies satisfactory to the City and to the 44 Railroad Company for a term that continues for so long as the Contractor's operations and work cross, 45 occupy, or touch railroad property: 46 47 (1) General Aggregate: N/A 48 49 (2) Each Occurrence: N/A 50 51 Required for this Contract X Not required for this Contract 52 53 With respect to the above outlined insurance requirements, the following shall govern: 54 CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised February 21, 2012 CONCRETE RESTORATION (2013-10) GG01-537110-0202002 007300-4 SUPPLEMENTARY CONDITIONS Page 4 of 5 1 1. Where a single railroad company is involved, the Contractor shall provide one insurance policy in 2 the name of the railroad company. However, if more than one grade separation or at -grade 3 crossing is affected by the Project at entirely separate locations on the line or lines of the same 4 railroad company, separate coverage may be required, each in the amount stated above. 5 6 2. Where more than one railroad company is operating on the same right-of-way or where several 7 railroad companies are involved and operated on their own separate rights -of -way, the Contractor 8 may be required to provide separate insurance policies in the name of each railroad company. 9 10 3. If, in addition to a grade separation or an at -grade crossing, other work or activity is proposed on a 11 railroad company's right-of-way at a location entirely separate from the grade separation or at- 12 grade crossing, insurance coverage for this work must be included in the policy covering the grade 13 separation. 14 15 4. If no grade separation is involved but other work is proposed on a railroad company's right-of- 16 way, all such other work may be covered in a single policy for that railroad, even though the work 17 may be at two or more separate locations. 18 19 No work or activities on a railroad company's property to be performed by the Contractor shall be 20 commenced until the Contractor has furnished the City with an original policy or policies of the insurance 21 for each railroad company named, as required above. All such insurance must be approved by the City and 22 each affected Railroad Company prior to the Contractor's beginning work. 23 24 The insurance specified above must be carried until all Work to be performed on the railroad right-of-way 25 has been completed and the grade crossing, if any, is no longer used by the Contractor. In addition, 26 insurance must be carried during all maintenance and/or repair work performed in the railroad right-of-way. 27 Such insurance must name the railroad company as the insured, together with any tenant or lessee of the 28 railroad company operating over tracks involved in the Project. 29 30 SC-6.04., "Project Schedule" 31 32 Project schedule shall be tier 3 for the project. 33 34 SC-6.07., "Wage Rates" 35 36 The following is the prevailing wage rate table(s) applicable to this project and is provided in the 37 Appendixes: GC — 6.07 38 39 SC-6.09., "Permits and Utilities" 40 41 SC-6.09A., "Contractor obtained permits and licenses" 42 The following are known permits and/or licenses required by the Contract to be acquired by the Contractor: 43 BNSF Railroad and UP Railroad 44 SC-6.09B. "City obtained permits and licenses" 45 The following are known permits and/or licenses required by the Contract to be acquired by the City: None 46 47 SC-6.09C. "Outstanding permits and licenses" 48 49 The following is a list of known outstanding permits and/or licenses to be acquired, if any as of February 50 21, 2012 51 52 Outstanding Permits and/or Licenses to Be Acquired OWNER PERMIT OR LICENSE AND LOCATION TARGET DATE OF POSSESSION CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised February 21, 2012 CONCRETE RESTORATION (2013-10) GG01-537110-0202002 007300-5 SUPPLEMENTARY CONDITIONS OWNER None Page 5 of 5 PERMIT OR LICENSE AND LOCATION TARGET DATE OF POSSESSION 1 2 3 4 SC-7.02., "Coordination" 5 6 The individuals or entities listed below have contracts with the City for the performance of other work at 7 the Site: 8 None Vendor Scope of Work Coordination Authority 1NONE NONE NONE 9 10 11 SC-8.01, "Communications to Contractor" 12 13 All removed material/debris must be hauled off to a suitable dumpsite within the same day. 14 15 Contractor shall backfill behind the curb, driveways, sidewalks etc. within five days from the date of 16 completion. 17 18 Contractor shall match the thickness of existing concrete pavement if the thickness is 7 inch or more. 19 The cost of additional concrete shall be paid per 3213.0208 Conc HES. The concrete pavement shall 20 be minimum 7 inch thick if existing pavement thickness is less than 7 inch. 21 22 SC-9.01., "City's Project Representative" 23 24 The following firm is a consultant to the City responsible for construction management of this Project: 25 NONE 26 27 SC-13.03C., "Tests and Inspections" 28 29 NONE 30 SC-16.01C.1, "Methods and Procedures" 31 32 NONE 33 34 35 36 END OF SECTION CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised February 21, 2012 CONCRETE RESTORATION (2013-10) GG01-537110-0202002 011100-1 SUMMARY OF WORK 1 SECTION 01 11 00 2 SUMMARY OF WORK 3 PART 1 - GENERAL 4 1.1 SUMMARY 5 6 7 8 9 10 11 12 Page 1 of 3 A. Section Includes: 1. Summary of Work to be performed in accordance with the Contract Documents B. Deviations from this City of Fort Worth Standard Specification C. Related Specification Sections include, but are not necessarily limited to" 1. Division 0 - Bidding Requirements, Contract Forms, and Conditions of the Contract 2. Division 1 - General Requirements 13 1.2 PRICE AND PAYMENT PROCEDURES 14 A. Measurement and Payment 15 1. Work associated with this Item is considered subsidiary to the various items bid. 16 No separate payment will be allowed for this Item. 17 1.3 REFERENCES [NOT USED] 18 1.4 ADMINISTRATIVE REQUIREMENTS 19 A. Work Covered by Contract Documents 20 1. Work is to include furnishing all labor, materials, and equipment, and performing 21 all Work necessary for this construction project as detailed in the Drawings and 22 Specifications. 23 B. Subsidiary Work 24 1. Any and all Work specifically governed by documentary requirements for the 25 project, such as conditions imposed by the Drawings or Contract Documents in 26 which no specific item for bid has been provided for in the Proposal and the item is 27 not a typical unit bid item included on the standard bid item list, then the item shall 28 be considered as a subsidiary item of Work, the cost of which shall be included in 29 the price bid in the Proposal for various bid items. 30 2. MOBILIZATION SHALL NOT BE PAID DIRECTLY BUT SHALL BE 31 CONSIDERED SUBSIDIARY TO THE MAJOR ITEMS OF WORK. 32 C. Use of Premises 33 1. Coordinate uses of premises under direction of the City. 34 2. Assume full responsibility for protection and safekeeping of materials and 35 equipment stored on the Site. 36 3. Use and occupy only portions of the public streets and alleys, or other public places 37 or other rights -of -way as provided for in the ordinances of the City, as shown in the 38 Contract Documents, or as may be specifically authorized in writing by the City. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 CONCRETE RESTORATION (2013-10) GG01-537110-0202002 011100-2 SUMMARY OF WORK Page 2 of 3 1 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 left 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. 11 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 rights -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 6. 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 associated with easements, including removal, 43 temporary closures and replacement, shall be subsidiary to the various items bid 44 in the project proposal, unless a bid item is specifically provided in the 45 proposal. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 CONCRETE RESTORATION (2013-10) GG01-537110-0202002 011100-3 SUMMARY OF WORK 1 1.5 SUBMITTALS [NOT USED] 2 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED] 3 1.7 CLOSEOUT SUBMITTALS [NOT USED] 4 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 5 1.9 QUALITY ASSURANCE [NOT USED] 6 1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED] 7 1.11 FIELD [SITE] CONDITIONS [NOT USED] 8 1.12 WARRANTY [NOT USED] 9 PART 2 - PRODUCTS [NOT USED] 10 PART 3 - EXECUTION [NOT USED] 11 END OF SECTION 12 13 DATE Revision Log NAME SUMMARY OF CHANGE CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 Page 3 of 3 CONCRETE RESTORATION (2013-10) GG01-537110-0202002 012500-1 SUBSTITUTION PROCEDURES 1 2 3 PART 1 - GENERAL 4 1.1 SUMMARY SECTION 0125 00 SUBSTITUTION PROCEDURES Page 1 of 5 5 A. Section Includes: 6 1. The procedure for requesting the approval of substitution of a product that is not 7 equivalent to a product which is specified by descriptive or performance criteria or 8 defined by reference to 1 or more of the following: 9 a. Name of manufacturer 10 b. Name of vendor 11 c. Trade name 12 d. Catalog number 13 2. Substitutions are not "or -equals". 14 B. Deviations from this City of Fort Worth Standard Specification 15 1. None. 16 C. Related Specification Sections include, but are not necessarily limited to: 17 1. Division 0 — Bidding Requirements, Contract Forms and Conditions of the Contract 18 2. Division 1 — General Requirements 19 1.2 PRICE AND PAYMENT PROCEDURES 20 A. Measurement and Payment 21 1. Work associated with this Item is considered subsidiary to the various items bid. 22 No separate payment will be allowed for this Item. 23 1.3 REFERENCES [NOT USED] 24 1.4 ADMINISTRATIVE REQUIREMENTS 25 A. Request for Substitution - General 26 1. Within 30 days after award of Contract (unless noted otherwise), the City will 27 consider formal requests from Contractor for substitution of products in place of 28 those specified. 29 2. Certain types of equipment and kinds of material are described in Specifications by 30 means of references to names of manufacturers and vendors, trade names, or 31 catalog numbers. 32 a. When this method of specifying is used, it is not intended to exclude from 33 consideration other products bearing other manufacturer's or vendor's names, 34 trade names, or catalog numbers, provided said products are "or -equals," as 35 determined by City. 36 3. Other types of equipment and kinds of material may be acceptable substitutions 37 under the following conditions: 38 a. Or -equals are unavailable due to strike, discontinued production of products 39 meeting specified requirements, or other factors beyond control of Contractor; 40 or, CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 CONCRETE RESTORATION (2013-910 GG01-537110-0202002 012500-2 SUBSTITUTION PROCEDURES Page 2 of 5 1 b. Contractor proposes a cost and/or time reduction incentive to the City. 2 1.5 SUBMITTALS 3 A. See Request for Substitution Form (attached) 4 B. Procedure for Requesting Substitution 5 1. Substitution shall be considered only: 6 a. After award of Contract 7 b. Under the conditions stated herein 8 2. Submit 3 copies of each written request for substitution, including: 9 a. Documentation 10 1) Complete data substantiating compliance of proposed substitution with 11 Contract Documents 12 2) Data relating to changes in construction schedule, when a reduction is 13 proposed 14 3) Data relating to changes in cost 15 b. For products 16 1) Product identification 17 a) Manufacturer's name 18 b) Telephone number and representative contact name 19 c) Specification Section or Drawing reference of originally specified 20 product, including discrete name or tag number assigned to original 21 product in the Contract Documents 22 2) Manufacturer's literature clearly marked to show compliance of proposed 23 product with Contract Documents 24 3) Itemized comparison of original and proposed product addressing product 25 characteristics including, but not necessarily limited to: 26 a) Size 27 b) Composition or materials of construction 28 c) Weight 29 d) Electrical or mechanical requirements 30 4) Product experience 31 a) Location of past projects utilizing product 32 b) Name and telephone number of persons associated with referenced 33 projects knowledgeable concerning proposed product 34 c) Available field data and reports associated with proposed product 35 5) Samples 36 a) Provide at request of City. 37 b) Samples become the property of the City. 38 c. For construction methods: 39 1) Detailed description of proposed method 40 2) Illustration drawings 41 C. Approval or Rejection 42 1. Written approval or rejection of substitution given by the City 43 2. City reserves the right to require proposed product to comply with color and pattern 44 of specified product if necessary to secure design intent. 45 3. In the event the substitution is approved, the resulting cost and/or time reduction 46 will be documented by Change Order in accordance with the General Conditions. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 CONCRETE RESTORATION (2013-910 GG01-537110-0202002 012500-3 SUBSTITUTION PROCEDURES Page 3 of 5 1 4. No additional contract time will be given for substitution. 2 5. Substitution will be rejected if: 3 a. Submittal is not through the Contractor with his stamp of approval 4 b. Request is not made in accordance with this Specification Section 5 c. In the City's opinion, acceptance will require substantial revision of the original 6 design 7 d. In the City's opinion, substitution will not perform adequately the function 8 consistent with the design intent 9 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED] 10 1.7 CLOSEOUT SUBMITTALS [NOT USED] 11 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 12 1.9 QUALITY ASSURANCE 13 A. In making request for substitution or in using an approved product, the Contractor 14 represents that the Contractor: 15 1. Has investigated proposed product, and has determined that it is adequate or 16 superior in all respects to that specified, and that it will perfoiuu function for which 17 it is intended 18 2. Will provide same guarantee for substitute item as for product specified 19 3. Will coordinate installation of accepted substitution into Work, to include building 20 modifications if necessary, making such changes as may be required for Work to be 21 complete in all respects 22 4. Waives all claims for additional costs related to substitution which subsequently 23 arise 24 1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED] 25 1.11 FIELD [SITE] CONDITIONS [NOT USED] 26 1.12 WARRANTY [NOT USED] 27 PART 2 - PRODUCTS [NOT USED] 28 PART 3 - EXECUTION [NOT USED] 29 END OF SECTION 30 Revision Log DATE NAME CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 SUMMARY OF CHANGE CONCRETE RESTORATION (2013-910 GG01-537110-0202002 012500-4 SUBSTITUTION PROCEDURES Page 4 of 5 1 EXHIBIT A 2 REQUEST FOR SUBSTITUTION FORM: 3 4 TO: 5 PROJECT: DATE: 6 We hereby submit for your consideration the following product instead of the specified item for 7 the above project: 8 SECTION PARAGRAPH SPECIFIED 9 ITEM 10 11 12 Proposed Substitution: 13 Reason for Substitution: 14 Include complete information on changes to Drawings and/or Specifications which proposed 15 substitution will require for its proper installation. 16 17 Fill in Blanks Below: 18 A. Will the undersigned contractor pay for changes to the building design, including 19 engineering and detailing costs caused by the requested substitution? 20 21 22 B. What effect does substitution have on other trades? 23 24 25 C. Differences between proposed substitution and specified item? 26 27 28 D. Differences in product cost or product delivery time? 29 30 31 E. Manufacturer's guarantees of the proposed and specified items are: 32 33 Equal Better (explain on attachment) 34 The undersigned states that the function, appearance and quality are equivalent or superior to 35 the specified item. 36 Submitted By: For Use by City 37 38 Signature Recommended Recommended 39 as noted 40 41 Firm Not recommended Received late 42 Address By 43 Date 44 Date Remarks 45 Telephone 46 47 For Use by City: 48 49 Approved Rejected CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 CONCRETE RESTORATION (2013-910 GG01-537110-0202002 012500-5 SUBSTITUTION PROCEDURES 1 City Date CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 Page 5 of 5 CONCRETE RESTORATION (2013-910 GG01-537110-0202002 013119-1 PRECONSTRUCTION MEETING Page 1 of 3 1 SECTION 0131 19 2 PRECONSTRUCTION MEETING 3 PART 1 - GENERAL 4 1.1 SUMMARY 5 A. Section Includes: 6 1. Provisions for the preconstruction meeting to be held prior to the start of Work to 7 clarify construction contract administration procedures 8 B. Deviations from this City of Fort Worth Standard Specification 9 1. None. 10 C. Related Specification Sections include, but are not necessarily limited to: 11 1. Division 0 — Bidding Requirements, Contract Forms and Conditions of the Contract 12 2. Division 1 — General Requirements 13 1.2 PRICE AND PAYMENT PROCEDURES 14 A. Measurement and Payment 15 1. Work associated with this Item is considered subsidiary to the various items bid. 16 No separate payment will be allowed for this Item. 17 1.3 REFERENCES [NOT USED] 18 1.4 ADMINISTRATIVE REQUIREMENTS 19 A. Coordination 20 1. Attend preconstruction meeting. 21 2. Representatives of Contractor, subcontractors and suppliers attending meetings 22 shall be qualified and authorized to act on behalf of the entity each represents. 23 3. Meeting administered by City may be tape recorded. 24 a. If recorded, tapes will be used to prepare minutes and retained by City for 25 future reference. 26 B. Preconstruction Meeting 27 1. A preconstruction meeting will be held within 14 days after the execution of the 28 Agreement and before Work is started. 29 a. The meeting will be scheduled and administered by the City. 30 2. The Project Representative will preside at the meeting, prepare the notes of the 31 meeting and distribute copies of same to all participants who so request by fully 32 completing the attendance form to be circulated at the beginning of the meeting. 33 3. Attendance shall include: 34 a. Project Representative 35 b. Contractor's project manager 36 c. Contractor's superintendent 37 d. Any subcontractor or supplier representatives whom the Contractor may desire 38 to invite or the City may request CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 CONCRETE RESTORATION (2013-10) GG01-537110-0202002 01 31 19 -2 PRECONSTRUCTION MEETING Page 2 of 3 1 e. Other City representatives 2 f. Others as appropriate 3 4. Construction Schedule 4 a. Prepare baseline construction schedule in accordance with Section 01 32 16 and 5 provide at Preconstruction Meeting. 6 b. City will notify Contractor of any schedule changes upon Notice of 7 Preconstruction Meeting. 8 5. Preliminary Agenda may include: 9 a. Introduction of Project Personnel 10 b. General Description of Project 11 c. Status of right-of-way, utility clearances, easements or other pertinent permits 12 d. Contractor's work plan and schedule 13 e. Contract Time 14 f. Notice to Proceed 15 g. Construction Staking 16 h. Progress Payments 17 i. Extra Work and Change Order Procedures 18 j. Field Orders 19 k. Disposal Site Letter for Waste Material 20 1. Insurance Renewals 21 m. Payroll Certification 22 n. Material Certifications and Quality Control Testing 23 o. Public Safety and Convenience 24 p. Documentation of Pre -Construction Conditions 25 q. Weekend Work Notification 26 r. Legal Holidays 27 s. Trench Safety Plans 28 t. Confined Space Entry Standards 29 u. Coordination with the City's representative for operations of existing water 30 systems 31 v. Storm Water Pollution Prevention Plan 32 w. Coordination with other Contractors 33 x. Early Warning System 34 y. Contractor Evaluation 35 z. Special Conditions applicable to the project 36 aa. Damages Claims 37 bb. Submittal Procedures 38 cc. Substitution Procedures 39 dd. Correspondence Routing 40 ee. Record Drawings 41 ff. Temporary construction facilities 42 gg. M/WBE procedures 43 hh. Final Acceptance 44 ii. Final Payment 45 jj. Questions or Comments CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 CONCRETE RESTORATION (2013-10) GG01-537110-0202002 013119-3 PRECONSTRUCTION MEETING Page 3 of 3 1 1.5 SUBMITTALS [NOT USED] 2 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED] 3 1.7 CLOSEOUT SUBMITTALS [NOT USED] 4 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 5 1.9 QUALITY ASSURANCE [NOT USED] 6 1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED] 7 1.11 FIELD [SITE] CONDITIONS [NOT USED] 8 1.12 WARRANTY [NOT USED] 9 PART 2 - PRODUCTS [NOT USED] 10 PART 3 - EXECUTION [NOT USED] 11 END OF SECTION 12 13 DATE Revision Log NAME SUMMARY OF CHANGE CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 CONCRETE RESTORATION (2013-10) GG01-537110-0202002 013120-1 PROJECT MEETINGS Page 1 of 3 1 SECTION 0131 20 2 PROJECT MEETINGS 3 PART 1 - GENERAL 4 1.1 SUMMARY 5 A. Section Includes: 6 1. Provisions for project meetings throughout the construction period to enable orderly 7 review of the progress of the Work and to provide for systematic discussion of 8 potential problems 9 B. Deviations this City of Fort Worth Standard Specification 10 1. None. 11 C. Related Specification Sections include, but are not necessarily limited to: 12 1. Division 0 — Bidding Requirements, Contract Forms and Conditions of the Contract 13 2. Division 1— General Requirements 14 1.2 PRICE AND PAYMENT PROCEDURES 15 A. Measurement and Payment 16 1. Work associated with this Item is considered subsidiary to the various items bid. 17 No separate payment will be allowed for this Item. 18 1.3 REFERENCES [NOT USED] 19 1.4 ADMINISTRATIVE REQUIREMENTS 20 A. Coordination 21 1. Schedule, attend and administer as specified, periodic progress meetings, and 22 specially called meetings throughout progress of the Work. 23 2. Representatives of Contractor, subcontractors and suppliers attending meetings 24 shall be qualified and authorized to act on behalf of the entity each represents. 25 3. Meetings administered by City may be tape recorded. 26 a. If recorded, tapes will be used to prepare minutes and retained by City for 27 future reference. 28 4. Meetings, in addition to those specified in this Section, may be held when requested 29 by the City, Engineer or Contractor. 30 B. Pre -Construction Neighborhood Meeting 31 1. After the execution of the Agreement, but before construction is allowed to begin, 32 attend 1 Public Meeting with affected residents to: 33 a. Present projected schedule, including construction start date 34 b. Answer any construction related questions 35 2. Meeting Location 36 a. Location of meeting to be determined by the City. 37 3. Attendees 38 a. Contractor CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 CONCRETE RESTORATION (2013-10) GG01-537110-0202002 01 3120 -2 PROJECT MEETINGS Page 2 of 3 1 b. Project Representative 2 c. Other City representatives 3 4. Meeting Schedule 4 a. In general, the neighborhood meeting will occur within the 2 weeks following 5 the pre -construction conference. 6 b. In no case will construction be allowed to begin until this meeting is held. 7 C. Progress Meetings 8 1. Formal project coordination meetings will be held periodically. Meetings will be 9 scheduled and administered by Project Representative. 10 2. Additional progress meetings to discuss specific topics will be conducted on an as- 11 needed basis. Such additional meetings shall include, but not be limited to: 12 a. Coordinating shutdowns 13 b. Installation of piping and equipment 14 c. Coordination between other construction projects 15 d. Resolution of construction issues 16 e. Equipment approval 17 3. The Project Representative will preside at progress meetings, prepare the notes of 18 the meeting and distribute copies of the same to all participants who so request by 19 fully completing the attendance fowl to be circulated at the beginning of each 20 meeting. 21 4. Attendance shall include: 22 a. Contractor's project manager 23 b. Contractor's superintendent 24 c. Any subcontractor or supplier representatives whom the Contractor may desire 25 to invite or the City may request 26 d. Engineer's representatives 27 e. City's representatives 28 f. Others, as requested by the Project Representative 29 5. Preliminary Agenda may include: 30 a. Review of Work progress since previous meeting 31 b. Field observations, problems, conflicts 32 c. Items which impede construction schedule 33 d. Review of off -site fabrication, delivery schedules 34 e. Review of construction interfacing and sequencing requirements with other 35 construction contracts 36 f. Corrective measures and procedures to regain projected schedule 37 g. Revisions to construction schedule 38 h. Progress, schedule, during succeeding Work period 39 i. Coordination of schedules 40 j. Review submittal schedules 41 k. Maintenance of quality standards 42 1. Pending changes and substitutions 43 m. Review proposed changes for: 44 1) Effect on construction schedule and on completion date 45 2) Effect on other contracts of the Project 46 n. Review Record Documents 47 o. Review monthly pay request 48 p. Review status of Requests for Information CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 CONCRETE RESTORATION (2013-10) GG01-537110-0202002 01 31 20 -3 PROJECT MEETINGS Page 3 of 3 1 6. Meeting Schedule 2 a. Progress meetings will be held periodically as determined by the Project 3 Representative. 4 1) Additional meetings may be held at the request of the: 5 a) City 6 b) Engineer 7 c) Contractor 8 7. Meeting Location 9 a. The City will establish a meeting location. 10 1) To the extent practicable, meetings will be held at the Site. 11 1.5 SUBMITTALS [NOT USED] 12 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED] 13 1.7 CLOSEOUT SUBMITTALS [NOT USED] 14 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 15 1.9 QUALITY ASSURANCE [NOT USED] 16 1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED] 17 1.11 FIELD [SITE] CONDITIONS [NOT USED] 18 1.12 WARRANTY [NOT USED] 19 PART 2 - PRODUCTS [NOT USED] 20 PART 3 - EXECUTION [NOT USED] 21 END OF SECTION 22 23 Revision Log DATE NAME CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 SUMMARY OF CHANGE CONCRETE RESTORATION (2013-10) GG01-537110-0202002 013216-1 CONSTRUCTION PROGRESS SCHEDULE Page 1 of 5 1 SECTION 01 32 16 2 CONSTRUCTION PROGRESS SCHEDULE 3 PART 1 - GENERAL 4 1.1 SUMMARY 5 A. Section Includes: 6 1. General requirements for the preparation, submittal, updating, status reporting and 7 management of the Construction Progress Schedule 8 2. Specific requirements are presented in the City of Fort Worth Schedule Guidance 9 Document 10 B. Deviations from this City of Fort Worth Standard Specification 11 1. None. 12 C. Related Specification Sections include, but are not necessarily limited to: 13 1. Division 0 — Bidding Requirements, Contract Forms and Conditions of the Contract 14 2. Division 1 — General Requirements 15 1.2 PRICE AND PAYMENT PROCEDURES 16 A. Measurement and Payment 17 1. Work associated with this Item is considered subsidiary to the various items bid. 18 No separate payment will be allowed for this Item. 19 1.3 REFERENCES 20 A. Definitions 21 1. Schedule Tiers 22 a. Tier 1 - No schedule submittal required by contract. Small, brief duration 23 projects 24 b. Tier 2 - No schedule submittal required by contract, but will require some 25 milestone dates. Small, brief duration projects 26 c. Tier 3 - Schedule submittal required by contract as described in the 27 Specification and herein. Majority of City projects, including all bond program 28 projects 29 d. Tier 4 - Schedule submittal required by contract as described in the 30 Specification and herein. Large and/or complex projects with long durations 31 1) Examples: large water pump station project and associated pipeline with 32 interconnection to another governmental entity 33 e. Tier 5 - Schedule submittal required by contract as described in the 34 Specification and herein. Large and/or very complex projects with long 35 durations, high public visibility 36 1) Examples might include a water or wastewater treatment plant 37 2. Baseline Schedule - Initial schedule submitted before work begins that will serve 38 as the baseline for measuring progress and departures from the schedule. 39 3. Progress Schedule - Monthly submittal of a progress schedule documenting 40 progress on the project and any changes anticipated. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 CONCRETE RESTORATION (2013-10) GG01-537110-0202002 01 32 16 - 2 CONSTRUCTION PROGRESS SCHEDULE Page 2 of 5 1 4. Schedule Narrative - Concise narrative of the schedule including schedule 2 changes, expected delays, key schedule issues, critical path items, etc 3 B. Reference Standards 4 1. City of Fort Worth Schedule Guidance Document 5 1.4 ADMINISTRATIVE REQUIREMENTS 6 A. Baseline Schedule 7 1. General 8 a. Prepare a cost -loaded baseline Schedule using approved software and the 9 Critical Path Method (CPM) as required in the City of Fort Worth Schedule 10 Guidance Document. 11 b. Review the draft cost -loaded baseline Schedule with the City to demonstrate 12 understanding of the work to be performed and known issues and constraints 13 related to the schedule. 14 c. Designate an authorized representative (Project Scheduler) responsible for 15 developing and updating the schedule and preparing reports. 16 B. Progress Schedule 17 1. Update the progress Schedule monthly as required in the City of Fort Worth 18 Schedule Guidance Document. 19 2. Prepare the Schedule Narrative to accompany the monthly progress Schedule. 20 3. Change Orders 21 a. Incorporate approved change orders, resulting in a change of contract time, in 22 the baseline Schedule in accordance with City of Fort Worth Schedule 23 Guidance Document. 24 C. Responsibility for Schedule Compliance 25 1. Whenever it becomes apparent from the current progress Schedule and CPM Status 26 Report that delays to the critical path have resulted and the Contract completion 27 date will not be met, or when so directed by the City, make some or all of the 28 following actions at no additional cost to the City 29 a. Submit a Recovery Plan to the City for approval revised baseline Schedule 30 outlining: 31 1) A written statement of the steps intended to take to remove or arrest the 32 delay to the critical path in the approved schedule 33 2) Increase construction manpower in such quantities and crafts as will 34 substantially eliminate the backlog of work and return current Schedule to 35 meet projected baseline completion dates 36 3) Increase the number of working hours per shift, shifts per day, working 37 days per week, the amount of construction equipment, or any combination 38 of the foregoing, sufficiently to substantially eliminate the backlog of work 39 4) Reschedule activities to achieve maximum practical concurrency of 40 accomplishment of activities, and comply with the revised schedule 41 2. If no written statement of the steps intended to take is submitted when so requested 42 by the City, the City may direct the Contractor to increase the level of effort in 43 manpower (trades), equipment and work schedule (overtime, weekend and holiday 44 work, etc.) to be employed by the Contractor in order to remove or arrest the delay 45 to the critical path in the approved schedule. 46 a. No additional cost for such work will be considered. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 CONCRETE RESTORATION (2013-10) GG01-537110-0202002 01 32 16 -3 CONSTRUCTION PROGRESS SCHEDULE Page 3 of 5 1 D. The Contract completion time will be adjusted only for causes specified in this 2 Contract. 3 a. Requests for an extension of any Contract completion date must be 4 supplemented with the following: 5 1) Furnish justification and supporting evidence as the City may deem 6 necessary to determine whether the requested extension of time is entitled 7 under the provisions of this Contract. 8 a) The City will, after receipt of such justification and supporting 9 evidence, make findings of fact and will advise the Contractor, in 10 writing thereof. 11 2) If the City finds that the requested extension of time is entitled, the City's 12 determination as to the total number of days allowed for the extensions 13 shall be based upon the approved total baseline schedule and on all data 14 relevant to the extension. 15 a) Such data shall be included in the next updating of the Progress 16 schedule. 17 b) Actual delays in activities which, according to the Baseline schedule, 18 do not affect any Contract completion date shown by the critical path in 19 the network will not be the basis for a change therein. 20 2. Submit each request for change in Contract completion date to the City within 30 21 days after the beginning of the delay for which a time extension is requested but 22 before the date of final payment under this Contract. 23 a. No time extension will be granted for requests which are not submitted within 24 the foregoing time limit. 25 b. From time to time, it may be necessary for the Contract schedule or completion 26 time to be adjusted by the City to reflect the effects of job conditions, weather, 27 technical difficulties, strikes, unavoidable delays on the part of the City or its 28 representatives, and other unforeseeable conditions which may indicate 29 schedule adjustments or completion time extensions. 30 1) Under such conditions, the City will direct the Contractor to reschedule the 31 work or Contract completion time to reflect the changed conditions and the 32 Contractor shall revise his schedule accordingly. 33 a) No additional compensation will be made to the Contractor for such 34 schedule changes except for unavoidable overall contract time 35 extensions beyond the actual completion of unaffected work, in which 36 case the Contractor shall take all possible action to minimize any time 37 extension and any additional cost to the City. 38 b) Available float time in the Baseline schedule may be used by the City 39 as well as by the Contractor. 40 3. Float or slack time is defined as the amount of time between the earliest start date 41 and the latest start date or between the earliest finish date and the latest finish date 42 of a chain of activities on the Baseline Schedule. 43 a. Float or slack time is not for the exclusive use or benefit of either the 44 Contractor or the City. 45 b. Proceed with work according to early start dates, and the City shall have the 46 right to reserve and apportion float time according to the needs of the project. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 CONCRETE RESTORATION (2013-10) GG01-537110-0202002 013216-4 CONSTRUCTION PROGRESS SCHEDULE Page 4 of 5 1 c. Acknowledge and agree that actual delays, affecting paths of activities 2 containing float time, will not have any effect upon contract completion times, 3 providing that the actual delay does not exceed the float time associated with 4 those activities. 5 E. Coordinating Schedule with Other Contract Schedules 6 1. Where work is to be performed under this Contract concurrently with or contingent 7 upon work performed on the same facilities or area under other contracts, the 8 Baseline Schedule shall be coordinated with the schedules of the other contracts. 9 a. Obtain the schedules of the other appropriate contracts from the City for the 10 preparation and updating of Baseline schedule and make the required changes 11 in his schedule when indicated by changes in corresponding schedules. 12 2. In case of interference between the operations of different contractors, the City will 13 determine the work priority of each contractor and the sequence of work necessary 14 to expedite the completion of the entire Project. 15 a. In such cases, the decision of the City shall be accepted as final. 16 b. The temporary delay of any work due to such circumstances shall not be 17 considered as justification for claims for additional compensation. 18 1.5 SUBMITTALS 19 A. Baseline Schedule 20 1. Submit Schedule in native file format and pdf format as required in the City of Fort 21 Worth Schedule Guidance Document. 22 a. Native file format includes: 23 1) Primavera (P6 or Primavera Contractor) 24 2. Submit draft baseline Schedule to City prior to the pre -construction meeting and 25 bring in hard copy to the meeting for review and discussion. 26 B. Progress Schedule 27 1. Submit progress Schedule in native file format and pdf format as required in the 28 City of Fort Worth Schedule Guidance Document. 29 2. Submit progress Schedule monthly no later than the last day of the month. 30 C. Schedule Narrative 31 1. Submit the schedule narrative in pdf foiulat as required in the City of Fort Worth 32 Schedule Guidance Document. 33 2. Submit schedule narrative monthly no later than the last day of the month. 34 D. Submittal Process 35 1. The City administers and manages schedules through Buzzsaw. 36 2. Contractor shall submit documents as required in the City of Fort Worth Schedule 37 Guidance Document. 38 3. Once the project has been completed and Final Acceptance has been issued by the 39 City, no further progress schedules are required. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July I, 2011 CONCRETE RESTORATION (2013-10) GG01-537110-0202002 013216-5 CONSTRUCTION PROGRESS SCHEDULE Page 5 of 5 1 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED] 2 1.7 CLOSEOUT SUBMITTALS [NOT USED] 3 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 4 1.9 QUALITY ASSURANCE 5 A. The person preparing and revising the construction Progress Schedule shall be 6 experienced in the preparation of schedules of similar complexity. 7 B. Schedule and supporting documents addressed in this Specification shall be prepared, 8 updated and revised to accurately reflect the performance of the construction. 9 C. Contractor is responsible for the quality of all submittals in this section meeting the 10 standard of care for the construction industry for similar projects. 11 1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED] 12 1.11 FIELD [SITE] CONDITIONS [NOT USED] 13 1.12 WARRANTY [NOT USED] 14 PART 2 - PRODUCTS [NOT USED] 15 PART 3 - EXECUTION [NOT USED] 16 END OF SECTION 17 18 Revision Log DATE NAME SUMMARY OF CHANGE CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 CONCRETE RESTORATION (2013-10) GG01-537110-0202002 1 2 3 PART 1 - GENERAL SECTION 0132 33 PRECONSTRUCTION VIDEO 013233-1 PRECONSTRUCTION VIDEO Page 1 of 2 4 1.1 SUMMARY 5 A. Section Includes: 6 1. Administrative and procedural requirements for: 7 a. Preconstruction Videos 8 B. Deviations from this City of Fort Worth Standard Specification 9 1. None. 10 C. Related Specification Sections include, but are not necessarily limited to: 11 1. Division 0 — Bidding Requirements, Contract Foul's and Conditions of the Contract 12 2. Division 1— General Requirements 13 1.2 PRICE AND PAYMENT PROCEDURES 14 A. Measurement and Payment 15 1. Work associated with this Item is considered subsidiary to the various items bid. 16 No separate payment will be allowed for this Item. 17 1.3 REFERENCES [NOT USED] 18 1.4 ADMINISTRATIVE REQUIREMENTS 19 A. Preconstruction Video 20 1. Produce a preconstruction video of the site/alignment, including all areas in the 21 vicinity of and to be affected by construction. 22 a. Provide digital copy of video upon request by the City. 23 2. Retain a copy of the preconstruction video until the end of the maintenance surety 24 period. 25 1.5 SUBMITTALS [NOT USED] 26 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED] 27 1.7 CLOSEOUT SUBMITTALS [NOT USED] 28 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 29 1.9 QUALITY ASSURANCE [NOT USED] 30 1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED] 31 1.11 FIELD [SITE] CONDITIONS [NOT USED] 32 1.12 WARRANTY [NOT USED] 33 PART 2 - PRODUCTS [NOT USED] CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 CONCRETE RESTORATION (2013-10) GG01-537110-0202002 01 32 33 - 2 PRECONSTRUCTION VIDEO Page 2 of 2 1 PART 3 - EXECUTION [NOT USED] 2 END OF SECTION 3 4 DATE NAME Revision Log CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 SUMMARY OF CHANGE CONCRETE RESTORATION (2013-10) GG01-537110-0202002 1 2 3 PART 1 - GENERAL SECTION 0133 00 SUBMITTALS 013300-1 SUBMITTALS Page 1 of 8 4 1.1 SUMMARY 5 A. Section Includes: 6 1. General methods and requirements of submissions applicable to the following 7 Work -related submittals: 8 a. Shop Drawings 9 b. Product Data (including Standard Product List submittals) 10 c. Samples 11 d. Mock Ups 12 B. Deviations from this City of Fort Worth Standard Specification 13 1. None. 14 C. Related Specification Sections include, but are not necessarily limited to: 15 1. Division 0 — Bidding Requirements, Contract Forms and Conditions of the Contract 16 2. Division 1 — General Requirements 17 1.2 PRICE AND PAYMENT PROCEDURES 18 A. Measurement and Payment 19 1. Work associated with this Item is considered subsidiary to the various items bid. 20 No separate payment will be allowed for this Item. 21 1.3 REFERENCES [NOT USED] 22 1.4 ADMINISTRATIVE REQUIREMENTS 23 A. Coordination 24 1. Notify the City in writing, at the time of submittal, of any deviations in the 25 submittals from the requirements of the Contract Documents. 26 2. Coordination of Submittal Times 27 a. Prepare, prioritize and transmit each submittal sufficiently in advance of 28 performing the related Work or other applicable activities, or within the time 29 specified in the individual Work Sections, of the Specifications. 30 b. Contractor is responsible such that the installation will not be delayed by 31 processing times including, but not limited to: 32 a) Disapproval and resubmittal (if required) 33 b) Coordination with other submittals 34 c) Testing 35 d) Purchasing 36 e) Fabrication 37 f) Delivery 38 g) Similar sequenced activities 39 c. No extension of time will be authorized because of the Contractor's failure to 40 transmit submittals sufficiently in advance of the Work. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 CONCRETE RESTORATION (2013-10) GG01-537110-0202002 013300-6 SUBMITTALS Page 6 of 8 1 1) "EXCEPTIONS NOTED". This code is assigned when a confirmation of 2 the notations and comments IS NOT required by the Contractor. 3 a) The Contractor may release the equipment or material for manufacture; 4 however, all notations and comments must be incorporated into the 5 final product. 6 c. Code 3 7 1) "EXCEPTIONS NOTED/RESUBMIT". This combination of codes is 8 assigned when notations and comments are extensive enough to require a 9 resubmittal of the package. 10 a) The Contractor may release the equipment or material for manufacture; 11 however, all notations and comments must be incorporated into the 12 final product. 13 b) This resubmittal is to address all comments, omissions and 14 non -conforming items that were noted. 15 c) Resubmittal is to be received by the City within 15 calendar days of the 16 date of the City's transmittal requiring the resubmittal. 17 d. Code 4 18 1) "NOT APPROVED" is assigned when the submittal does not meet the 19 intent of the Contract Documents. 20 a) The Contractor must resubmit the entire package revised to bring the 21 submittal into conformance. 22 b) It may be necessary to resubmit using a different manufacturer/vendor 23 to meet the Contract Documents. 24 6. Resubmittals 25 a. Handled in the same manner as first submittals 26 1) Corrections other than requested by the City 27 2) Marked with revision triangle or other similar method 28 a) At Contractor's risk if not marked 29 b. Submittals for each item will be reviewed no more than twice at the City's 30 expense. 31 1) All subsequent reviews will be performed at times convenient to the City 32 and at the Contractor's expense, based on the City's or City 33 Representative's then prevailing rates. 34 2) Provide Contractor reimbursement to the City within 30 Calendar Days, for 35 all such fees invoiced by the City. 36 c. The need for more than 1 resubmission or any other delay in obtaining City's 37 review of submittals, will not entitle the Contractor to an extension of Contract 38 Time. 39 7. Partial Submittals 40 a. City reserves the right to not review submittals deemed partial, at the City's 41 discretion. 42 b. Submittals deemed by the City to be not complete will be returned to the 43 Contractor, and will be considered "Not Approved" until resubmitted. 44 c. The City may at its option provide a list or mark the submittal directing the 45 Contractor to the areas that are incomplete. 46 8. If the Contractor considers any correction indicated on the shop drawings to 47 constitute a change to the Contract Documents, then written notice must be 48 provided thereof to the City at least 7 Working Days prior to release for 49 manufacture. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 CONCRETE RESTORATION (2013-10) GG01-537110-0202002 013300-7 SUBMITTALS Page 7 of 8 1 9. When the shop drawings have been completed to the satisfaction of the City, the 2 Contractor may carry out the construction in accordance therewith and no further 3 changes therein except upon written instructions from the City. 4 10. Each submittal, appropriately coded, will be returned within 30 calendar days 5 following receipt of submittal by the City. 6 L. Mock ups 7 1. Mock Up units as specified in individual Sections, include, but are not necessarily 8 limited to, complete units of the standard of acceptance for that type of Work to be 9 used on the Project. Remove at the completion of the Work or when directed. 10 M. Qualifications 11 1. If specifically required in other Sections of these Specifications, submit a P.E. 12 Certification for each item required. 13 N. Request for Information (RFI) 14 1. Contractor Request for additional information 15 a. Clarification or interpretation of the contract documents 16 b. When the Contractor believes there is a conflict between Contract Documents 17 c. When the Contractor believes there is a conflict between the Drawings and 18 Specifications 19 1) Identify the conflict and request clarification 20 2. Use the Request for Information (RFI) form provided by the City. 21 3. Numbering of RFI 22 a. Prefix with "RFI" followed by series number, "-xxx", beginning with "01" and 23 increasing sequentially with each additional transmittal. 24 4. Sufficient information shall be attached to permit a written response without further 25 information. 26 5. The City will log each request and will review the request. 27 a. If review of the project information request indicates that a change to the 28 Contract Documents is required, the City will issue a Field Order or Change 29 Order, as appropriate. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 CONCRETE RESTORATION (2013-10) GG01-537110-0202002 013300-8 SUBMITTALS Page 8 of 8 1 1.5 SUBMITTALS [NOT USED] 2 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED] 3 1.7 CLOSEOUT SUBMITTALS [NOT USED] 4 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 5 1.9 QUALITY ASSURANCE [NOT USED] 6 1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED] 7 1.11 FIELD [SITE] CONDITIONS [NOT USED] 8 1.12 WARRANTY [NOT USED] 9 PART 2 - PRODUCTS [NOT USED] 10 PART 3 - EXECUTION [NOT USED] 11 END OF SECTION 12 13 Revision Log DATE NAME SUMMARY OF CHANGE CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 CONCRETE RESTORATION (2013-10) GG01-537110-0202002 013513-1 SPECIAL PROJECT PROCEDURES 1 2 3 PART 1 - GENERAL 4 1.1 SUMMARY SECTION 01 35 13 SPECIAL PROJECT PROCEDURES Page 1 of 8 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 11 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 19 B. Deviations from this City of Fort Worth Standard Specification 20 1. None. 21 C. Related Specification Sections include, but are not necessarily limited to: 22 1. Division 0 — Bidding Requirements, Contract Forms and Conditions of the Contract 23 2. Division 1 — General Requirements 24 3. Section 33 12 25 — Connection to Existing Water Mains 25 1.2 PRICE AND PAYMENT PROCEDURES 26 A. Measurement and Payment 27 1. Coordination within Railroad permit areas 28 a. Measurement 29 1) Measurement for this Item will be by lump sum. 30 b. Payment 31 1) The work performed and materials furnished in accordance with this Item 32 will be paid for at the lump sum price bid for Railroad Coordination. 33 c. The price bid shall include: 34 1) Mobilization 35 2) Inspection 36 3) Safety training 37 4) Additional Insurance 38 5) Insurance Certificates 39 6) Other requirements associated with general coordination with Railroad, 40 including additional employees required to protect the right-of-way and 41 property of the Railroad from damage arising out of and/or from the 42 construction of the Project. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised [Insert Revision Date] CONCRETE RESTORATION (2013-10) GG01-537110-0202002 01 35 13 - 2 SPECIAL PROJECT PROCEDURES Page 2 of 8 1 2. Railroad Flagmen 2 a. Measurement 3 1) Measurement for this Item will be per working day. 4 b. Payment 5 1) The work performed and materials furnished in accordance with this Item 6 will be paid for each working day that Railroad Flagmen are present at the 7 Site . 8 c. The price bid shall include: 9 1) Coordination for scheduling flagmen 10 2) Flagmen 11 3) Other requirements associated with Railroad 12 3. All other items 13 a. Work associated with these Items is considered subsidiary to the various Items 14 bid. No separate payment will be allowed for this Item. 15 1.3 REFERENCES 16 A. Reference Standards 17 1. Reference standards cited in this Specification refer to the current reference 18 standard 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. North Central Texas Council of Governments (NCTCOG) — Clean Construction 21 Specification 22 1.4 ADMINISTRATIVE REQUIREMENTS 23 A. Coordination with the Texas Department of Transportation 24 1. When work in the right-of-way which is under the jurisdiction of the Texas 25 Department of Transportation (TxDOT): 26 a. Notify the Texas Department of Transportation prior to commencing any work 27 therein in accordance with the provisions of the permit 28 b. All work performed in the TxDOT right-of-way shall be performed in 29 compliance with and subject to approval from the Texas Department of 30 Transportation 31 B. Work near High Voltage Lines 32 1. Warning sign 33 a. Provide sign of sufficient size meeting all OSHA requirements. 34 2. Equipment operating within 10 feet of high voltage lines will require the following 35 safety features 36 a. Insulating cage -type of guard about the boom or arm 37 b. Insulator links on the lift hook connections for back hoes or dippers 38 c. Equipment must meet the safety requirements as set forth by OSHA and the 39 safety requirements of the owner of the high voltage lines 40 3. Work within 6 feet of high voltage electric lines 41 a. Notification shall be given to: 42 1) The power company (example: ONCOR) 43 a) Maintain an accurate log of all such calls to power company and record 44 action taken in each case. 45 b. Coordination with power company CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised [Insert Revision Date] CONCRETE RESTORATION (2013-10) GG01-537110-0202002 013513-3 SPECIAL PROJECT PROCEDURES Page 3 of 8 1 1) After notification coordinate with the power company to: 2 a) Erect temporary mechanical barriers, de -energize the lines, or raise or 3 lower the lines 4 c. No personnel may work within 6 feet of a high voltage line before the above 5 requirements have been met. 6 C. Confined Space Entry Program 7 1. Provide and follow approved Confmed Space Entry Program in accordance with 8 OSHA requirements. 9 2. Confmed Spaces include: 10 a. Manholes 11 b. All other confined spaces in accordance with OSHA's Permit Required for 12 Confined Spaces 13 D. Air Pollution Watch Days 14 1. General 15 a. Observe the following guidelines relating to working on City construction sites 16 on days designated as "AIR POLLUTION WATCH DAYS". 17 b. Typical Ozone Season 18 1) May 1 through October 31. 19 c. Critical Emission Time 20 1) 6:00 a.m. to 10:00 a.m. 21 2. Watch Days 22 a. The Texas Commission on Environmental Quality (TCEQ), in coordination 23 with the National Weather Service, will issue the Air Pollution Watch by 3:00 24 p.m. on the afternoon prior to the WATCH day. 25 b. Requirements 26 1) Begin work after 10:00 a.m. whenever construction phasing requires the 27 use of motorized equipment for periods in excess of 1 hour. 28 2) However, the Contractor may begin work prior to 10:00 a.m. if: 29 a) Use of motorized equipment is less than 1 hour, or 30 b) If equipment is new and certified by EPA as "Low Emitting", or 31 equipment burns Ultra Low Sulfur Diesel (ULSD), diesel emulsions, or 32 alternative fuels such as CNG. 33 E. Use of Explosives, Drop Weight, Etc. 34 1. When Contract Documents permit on the project the following will apply: 35 a. Public Notification 36 1) Submit notice to City and proof of adequate insurance coverage, 24 hours 37 prior to commencing. 38 2) Minimum 24 hour public notification in accordance with Section 01 31 13 39 F. Water Department Coordination 40 1. During the construction of this project, it will be necessary to deactivate, for a 41 period of time, existing lines. The Contractor shall be required to coordinate with 42 the Water Department to determine the best times for deactivating and activating 43 those lines. 44 2. Coordinate any event that will require connecting to or the operation of an existing 45 City water line system with the City's representative. 46 a. Coordination shall be in accordance with Section 33 12 25. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised [Insert Revision Date] CONCRETE RESTORATION (2013-10) GG01-537110-0202002 013513-4 SPECIAL PROJECT PROCEDURES Page 4 of 8 1 b. If needed, obtain a hydrant water meter from the Water Department for use 2 during the life of named project. 3 c. In the event that a water valve on an existing live system be turned off and on 4 to accommodate the construction of the project is required, coordinate this 5 activity through the appropriate City representative. 6 1) Do not operate water line valves of existing water system. 7 a) Failure to comply will render the Contractor in violation of Texas Penal 8 Code Title 7, Chapter 28.03 (Criminal Mischief) and the Contractor 9 will be prosecuted to the full extent of the law. 10 b) In addition, the Contractor will assume all liabilities and 11 responsibilities as a result of these actions. 12 G. Public Notification Prior to Beginning Construction 13 1. Prior to beginning construction on any block in the project, on a block by block 14 basis, prepare and deliver a notice or flyer of the pending construction to the front 15 door of each residence or business that will be impacted by construction. The notice 16 shall be prepared as follows: 17 a. Post notice or flyer 7 days prior to beginning any construction activity on each 18 block in the project area. 19 1) Prepare flyer on the Contractor's letterhead and include the following 20 information: 21 a) Name of Project 22 b) City Project No (CPN) 23 c) Scope of Project (i.e. type of construction activity) 24 d) Actual construction duration within the block 25 e) Name of the contractor's foreman and phone number 26 f) Name of the City's inspector and phone number 27 g) City's after-hours phone number 28 2) A sample of the `pre -construction notification' flyer is attached as Exhibit 29 A. 30 3) Submit schedule showing the construction start and finish time for each 31 block of the project to the inspector. 32 4) Deliver flyer to the City Inspector for review prior to distribution. 33 b. No construction will be allowed to begin on any block until the flyer is 34 delivered to all residents of the block. 35 H. Public Notification of Temporary Water Service Interruption during Construction 36 1. In the event it becomes necessary to temporarily shut down water service to 37 residents or businesses during construction, prepare and deliver a notice or flyer of 38 the pending interruption to the front door of each affected resident. 39 2. Prepared notice as follows: 40 a. The notification or flyer shall be posted 24 hours prior to the temporary 41 interruption. 42 b. Prepare flyer on the contractor's letterhead and include the following 43 information: 44 1) Name of the project 45 2) City Project Number 46 3) Date of the interruption of service 47 4) Period the interruption will take place 48 5) Name of the contractor's foreman and phone number CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised [Insert Revision Date] CONCRETE RESTORATION (2013-10) GG01-537110-0202002 01 35 13 - 5 SPECIAL PROJECT PROCEDURES Page 5 of 8 1 6) Name of the City's inspector and phone number 2 c. A sample of the temporary water service interruption notification is attached as 3 Exhibit B. 4 d. Deliver a copy of the temporary interruption notification to the City inspector 5 for review prior to being distributed. 6 e. No interruption of water service can occur until the flyer has been delivered to 7 all affected residents and businesses. 8 f. Electronic versions of the sample flyers can be obtained from the Project 9 Construction Inspector. 10 I. Coordination with United States Army Corps of Engineers (USACE) 11 1. At locations in the Project where construction activities occur in areas where 12 USACE permits are required, meet all requirements set forth in each designated 13 permit. 14 J. Coordination within Railroad Permit Areas 15 1. At locations in the project where construction activities occur in areas where 16 railroad permits are required, meet all requirements set forth in each designated 17 railroad permit. This includes, but is not limited to, provisions for: 18 a. Flagmen 19 b. Inspectors 20 c. Safety training 21 d. Additional insurance 22 e. Insurance certificates 23 f. Other employees required to protect the right-of-way and property of the 24 Railroad Company from damage arising out of and/or from the construction of 25 the project. Proper utility clearance procedures shall be used in accordance 26 with the permit guidelines. 27 2. Obtain any supplemental information needed to comply with the railroad's 28 requirements. 29 3. Railroad Flagmen 30 a. Submit receipts to City for verification of working days that railroad flagmen 31 were personnel were present on Site. 32 K. Dust Control 33 1. Use acceptable measures to control dust at the Site. 34 a. If water is used to control dust, capture and properly dispose of waste water. 35 b. If wet saw cutting is performed, capture and properly dispose of slurry. 36 L. Employee Parking 37 1. Provide parking for employees at locations approved by the City. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised [Insert Revision Date] CONCRETE RESTORATION (2013-10) GG01-537110-0202002 013513-6 SPECIAL PROJECT PROCEDURES 1 1.5 SUBMITTALS [NOT USED] 2 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED] 3 1.7 CLOSEOUT SUBMITTALS [NOT USED] 4 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 5 1.9 QUALITY ASSURANCE [NOT USED] 6 1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED] 7 1.11 FIELD [SITE] CONDITIONS [NOT USED] 8 1.12 WARRANTY [NOT USED] 9 PART 2 - PRODUCTS [NOT USED] 10 PART 3 - EXECUTION [NOT USED] 11 END OF SECTION 12 Revision Log DATE NAME SUMMARY OF CHANGE July 2011 CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised [Insert Revision Date] Page 6 of 8 II 1 CONCRETE RESTORATION (2013-10) GG01-537110-0202002 I 01 35 13 - 7 SPECIAL PROJECT PROCEDURES 1 EXHIBIT A 2 3 4 5 6 Date: 7 8 CPN No.. 9 Project Name: 10 Mapsco Location: 11 Limits of Construction: 12 13 14 15 16 17 THIS IS TO INFORM YOU THAT UNDER A CONTRACT WITH THE CITY OF FORT is WORTH, OUR COMPANY WILL WORK ON UTILITY LINES ON OR AROUND YOUR 19 PROPERTY. 20 21 CONSTRUCTION WILL BEGIN APPROXIMATELY SEVEN DAYS FROM THE DATE 22 OF THIS NOTICE. 23 24 IF YOU HAVE QUESTIONS ABOUT ACCESS, SECURITY, SAFETY OR ANY OTHER 25 ISSUE, PLEASE CALL: 26 27 28 Mr. <CONTRACTOR'S SUPERINTENDENT> AT <TELEPHONE NO.> 29 30 OR 31 32 Mr. <CITY INSPECTOR> AT < TELEPHONE NO.> 33 34 AFTER 4:30 PM OR ON WEEKENDS, PLEASE CALL (817) 392 8306 35 (To be printed on Contractor's Letterhead) Page 7 of 8 36 PLEASE KEEP THIS FLYER HANDY WHEN YOU CALL CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised [Insert Revision Date] CONCRETE RESTORATION (2013-10) GG01-537110-0202002 013513-8 SPECIAL PROJECT PROCEDURES 1 EXHIBIT B Date: EQIORTHRT DOE NO. XXXX Project Name: Page 8 of 8 NOTICE OF TEMPORARY WATER SERVICE INTERRUPTION DUE TO UTILITY IMPROVEMENTS IN YOUR NEIGHBORHOOD, YOUR WATER SERVICE WILL BE INTERRUPTED ON BETWEEN THE HOURS OF AND IF YOU HAVE QUESTIONS ABOUT THIS SHUT -OUT, PLEASE CALL: MR. AT (CONTRACTORS SUPERINTENDENT) (TELEPHONE NUMBER) OR MR. AT (CITY INSPECTOR) (TELEPHONE NUMBER) THIS INCONVENIENCE WILL BE AS SHORT AS POSSIBLE. THANK YOU, ,CONTRACTOR CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised [Insert Revision Date] CONCRETE RESTORATION (2013-10) GG01-537110-0202002 014523-1 TESTING AND INSPECTION SERVICES 1 2 3 PART 1 - GENERAL SECTION 0145 23 TESTING AND INSPECTION SERVICES Page 1 of 2 4 1.1 SUMMARY 5 A. Section Includes: 6 1. Testing and inspection services procedures and coordination 7 B. Deviations from this City of Fort Worth Standard Specification 8 1. None. 9 C. Related Specification Sections include, but are not necessarily 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 a. Contractor is responsible for performing, coordinating, and payment of all 17 Quality Control testing. 18 b. City is responsible for performing and payment for first set of Quality 19 Assurance testing. 20 1) If the first Quality Assurance test performed by the City fails, the 21 Contractor is responsible for payment of subsequent Quality Assurance 22 testing until a passing test occurs. 23 a) Final acceptance will not be issued by City until all required payments 24 for testing by Contractor have been paid in full. 25 1.3 REFERENCES [NOT USED] 26 1.4 ADMINISTRATIVE REQUIREMENTS 27 A. Testing 28 1. Complete testing in accordance with the Contract Documents. 29 2. Coordination 30 a. When testing is required to be performed by the City, notify City, sufficiently 31 in advance, when testing is needed. 32 b. When testing is required to be completed by the Contractor, notify City, 33 sufficiently in advance, that testing will be performed. 34 3. Distribution of Testing Reports 35 a. Electronic Distribution 36 1) Confirm development of Project directory for electronic submittals to be 37 uploaded to City's Buzzsaw site, or another external FTP site approved by 38 the City. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 CONCRETE RESTORATION (2013-10) GG01-537110-0202002 01 45 23 - 2 TESTING AND INSPECTION SERVICES Page 2 of 2 1 2) Upload test reports to designated project directory and notify appropriate 2 City representatives via email of submittal posting. 3 3) Hard Copies 4 a) 1 copy for all submittals submitted to the Project Representative 5 b. Hard Copy Distribution (if required in lieu of electronic distribution) 6 1) Tests performed by City 7 a) Distribute 1 hard copy to the Contractor 8 2) Tests performed by the Contractor 9 a) Distribute 3 hard copies to City's Project Representative 10 4. Provide City's Project Representative with trip tickets for each delivered load of 11 Concrete or Lime material including the following information: 12 a. Name of pit 13 b. Date of delivery 14 c. Material delivered 15 B. Inspection 16 1. Inspection or lack of inspection does not relieve the Contractor from obligation to 17 perform work in accordance with the Contract Documents. 18 1.5 SUBMITTALS [NOT USED] 19 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED] 20 1.7 CLOSEOUT SUBMITTALS [NOT USED] 21 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 22 1.9 QUALITY ASSURANCE [NOT USED] 23 1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED] 24 1.11 FIELD [SITE] CONDITIONS [NOT USED] 25 1.12 WARRANTY [NOT USED] 26 PART 2 - PRODUCTS [NOT USED] 27 PART 3 - EXECUTION [NOT USED] 28 29 30 END OF SECTION Revision Log DATE NAME SUMMARY OF CHANGE CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 CONCRETE RESTORATION (2013-10) GG01-537110-0202002 015000-1 TEMPORARY FACILITIES AND CONTROLS Page 1 of 4 1 2 SECTION 01 50 00 TEMPORARY FACILITIES AND CONTROLS 3 PART 1 - GENERAL 4 11 SUMMARY 5 A. Section Includes: 6 1. Provide temporary facilities and controls needed for the Work including, but not 7 necessarily limited to: 8 a. Temporary utilities 9 b. Sanitary facilities 10 c. Storage Sheds and Buildings 11 d. Dust control 12 e. Temporary fencing of the construction site 13 B. Deviations from this City of Fort Worth Standard Specification 14 1. None. 15 C. Related Specification Sections include, but are not necessarily limited to: 16 1. Division 0 — Bidding Requirements, Contract Points and Conditions of the Contract 17 2. Division 1 — General Requirements 18 1.2 PRICE AND PAYMENT PROCEDURES 19 A. Measurement and Payment 20 1. Work associated with this Item is considered subsidiary to the various Items bid. 21 No separate payment will be allowed for this Item. 22 1.3 REFERENCES [NOT USED] 23 1.4 ADMINISTRATIVE REQUIREMENTS 24 A. Temporary Utilities 25 1. Obtaining Temporary Service 26 a. Make arrangements with utility service companies for temporary services. 27 b. Abide by rules and regulations of utility service companies or authorities 28 having jurisdiction. 29 c. Be responsible for utility service costs until Work is approved for Final 30 Acceptance. 31 1) Included are fuel, power, light, heat and other utility services necessary for 32 execution, completion, testing and initial operation of Work. 33 2. Water 34 a. Contractor to provide water required for and in connection with Work to be 35 performed and for specified tests of piping, equipment, devices or other use as 36 required for the completion of the Work. 37 b. Provide and maintain adequate supply of potable water for domestic 38 consumption by Contractor personnel and City's Project Representatives. 39 c. Coordination 40 1) Contact City 1 week before water for construction is desired CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 CONCRETE RESTORATION (2013-10) GG01-537110-0202002 015000-2 TEMPORARY FACILITIES AND CONTROLS Page 2 of 4 1 d. Contractor Payment for Construction Water 2 1) Obtain construction water meter from City for payment as billed by City's 3 established rates. 4 3. Electricity and Lighting 5 a. Provide and pay for electric powered service as required for Work, including 6 testing of Work. 7 1) Provide power for lighting, operation of equipment, or other use. 8 b. Electric power service includes temporary power service or generator to 9 maintain operations during scheduled shutdown. 10 4. Telephone 11 a. Provide emergency telephone service at Site for use by Contractor personnel 12 and others performing work or furnishing services at Site. 13 5. Temporary Heat and Ventilation 14 a. Provide temporary heat as necessary for protection or completion of Work. 15 b. Provide temporary heat and ventilation to assure safe working conditions. 16 B. Sanitary Facilities 17 1. Provide and maintain sanitary facilities for persons on Site. 18 a. Comply with regulations of State and local departments of health. 19 2. Enforce use of sanitary facilities by construction personnel at job site. 20 a. Enclose and anchor sanitary facilities. 21 b. No discharge will be allowed from these facilities. 22 c. Collect and store sewage and waste so as not to cause nuisance or health 23 problem. 24 d. Haul sewage and waste off -site at no less than weekly intervals and properly 25 dispose in accordance with applicable regulation. 26 3. Locate facilities near Work Site and keep clean and maintained throughout Project. 27 4. Remove facilities at completion of Project 28 C. Storage Sheds and Buildings 29 1. Provide adequately ventilated, watertight, weatherproof storage facilities with floor 30 above ground level for materials and equipment susceptible to weather damage. 31 2. Storage of materials not susceptible to weather damage may be on blocks off 32 ground. 33 3. Store materials in a neat and orderly manner. 34 a. Place materials and equipment to permit easy access for identification, 35 inspection and inventory. 36 4. Equip building with lockable doors and lighting, and provide electrical service for 37 equipment space heaters and heating or ventilation as necessary to provide storage 38 environments acceptable to specified manufacturers. 39 5. Fill and grade site for temporary structures to provide drainage away from 40 temporary and existing buildings. 41 6. Remove building from site prior to Final Acceptance. 42 D. Temporary Fencing 43 1. Provide and maintain for the duration or construction when required in contract 44 documents 45 E. Dust Control CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 CONCRETE RESTORATION (2013-10) GG01-537110-0202002 01 50 00 - 3 TEMPORARY FACILITIES AND CONTROLS Page 3 of 4 1 1. Contractor is responsible for maintaining dust control through the duration of the 2 project. 3 a. Contractor remains on -call at all times 4 b. Must respond in a timely manner 5 F. Temporary Protection of Construction 6 1. Contractor or subcontractors are responsible for protecting Work from damage due 7 to weather. 8 1.5 SUBMITTALS [NOT USED] 9 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED] 10 1.7 CLOSEOUT SUBMITTALS [NOT USED] 11 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 12 1.9 QUALITY ASSURANCE [NOT USED] 13 1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED] 14 1.11 FIELD [SITE] CONDITIONS [NOT USED] 15 1.12 WARRANTY [NOT USED] 16 PART 2 - PRODUCTS [NOT USED] 17 PART 3 - EXECUTION [NOT USED] 18 3.1 INSTALLERS [NOT USED] 19 3.2 EXAMINATION [NOT USED] 20 3.3 PREPARATION [NOT USED] 21 3.4 INSTALLATION 22 A. Temporary Facilities 23 1. Maintain all temporary facilities for duration of construction activities as needed. 24 3.5 [REPAIR] / [RESTORATION] 25 3.6 RE -INSTALLATION 26 3.7 FIELD [oR] SITE QUALITY CONTROL [NOT USED] 27 3.8 SYSTEM STARTUP [NOT USED] 28 3.9 ADJUSTING [NOT USED] 29 3.10 CLEANING [NOT USED] 30 3.11 CLOSEOUT ACTIVITIES 31 A. Temporary Facilities CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 CONCRETE RESTORATION (2013-10) GG01-537110-0202002 01 50 00 - 4 TEMPORARY FACILITIES AND CONTROLS Page 4 of 4 1 1. Remove all temporary facilities and restore area after completion of the Work, to a 2 condition equal to or better than prior to start of Work. 3 3.12 PROTECTION [NOT USED] 4 3.13 MAINTENANCE [NOT USED] 5 3.14 ATTACHMENTS [NOT USED] 6 END OF SECTION Revision Log DATE NAME CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 SUMMARY OF CHANGE CONCRETE RESTORATION (2013-10) GG01-537110-0202002 1 2 015526-1 STREET USE PERMIT AND MODIFICATIONS TO TRAFFIC CONTROL Page 1 of 3 SECTION 0155 26 STREET USE PERMIT AND MODIFICATIONS TO TRAFFIC CONTROL 3 PART 1 - GENERAL 4 1.1 SUMMARY 5 A. Section Includes: 6 1. Administrative procedures for: 7 a. Street Use Permit 8 b. Modification of approved traffic control 9 c. Removal of Street Signs 10 B. Deviations from this City of Fort Worth Standard Specification 11 1. None. 12 C. Related Specification Sections include, but are not necessarily limited to: 13 1. Division 0 — Bidding Requirements, Contract Forms and Conditions of the Contract 14 2. Division 1— General Requirements 15 3. Section 34 71 13 — Traffic Control 16 1.2 PRICE AND PAYMENT PROCEDURES 17 A. Measurement and Payment 18 1. Work associated with this Item is considered subsidiary to the various Items bid. 19 No separate payment will be allowed for this Item. 20 1.3 REFERENCES 21 A. Reference Standards 22 1. Reference standards cited in this specification refer to the current reference standard 23 published at the time of the latest revision date logged at the end of this 24 specification, unless a date is specifically cited. 25 2. Texas Manual on Uniform Traffic Control Devices (TMUTCD). 26 1.4 ADMINISTRATIVE REQUIREMENTS 27 A. Traffic Control 28 1. General 29 a. When traffic control plans are included in the Drawings, provide Traffic 30 Control in accordance with Drawings and Section 34 71 13. 31 b. When traffic control plans are not included in the Drawings, prepare traffic 32 control plans in accordance with Section 34 71 13 and submit to City for 33 review. 34 1) Allow minimum 10 working days for review of proposed Traffic Control. 35 B. Street Use Permit 36 1. Prior to installation of Traffic Control, a City Street Use Permit is required. 37 a. To obtain Street Use Permit, submit Traffic Control Plans to City 38 Transportation and Public Works Department. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 CONCRETE RESTORATION (2013-10) GG01-537110-0202002 01 55 26 - 2 STREET USE PERMIT AND MODIFICATIONS TO TRAFFIC CONTROL Page 2 of 3 1 1) Allow a minimum of 5 working days for permit review. 2 2) Contractor's responsibility to coordinate review of Traffic Control plans for 3 Street Use Permit, such that construction is not delayed. 4 C. Modification to Approved Traffic Control 5 1. Prior to installation traffic control: 6 a. Submit revised traffic control plans to City Department Transportation and 7 Public Works Department. 8 1) Revise Traffic Control plans in accordance with Section 34 71 13. 9 2) Allow minimum 5 working days for review of revised Traffic Control. 10 3) It is the Contractor's responsibility to coordinate review of Traffic Control 11 plans for Street Use Permit, such that construction is not delayed. 12 D. Removal of Street Sign 13 1. If it is determined that a street sign must be removed for construction, then contact 14 City Transportation and Public Works Department, Signs and Markings Division to 15 remove the sign. 16 E. Temporary Signage 17 1. In the case of regulatory signs, replace permanent sign with temporary sign meeting 18 requirements of the latest edition of the Texas Manual on Uniform Traffic Control 19 Devices (MUTCD). 20 2. Install temporary sign before the removal of permanent sign. 21 3. When construction is complete, to the extent that the permanent sign can be 22 reinstalled, contact the City Transportation and Public Works Department, Signs 23 and Markings Division, to reinstall the permanent sign. 24 F. Traffic Control Standards 25 1. Traffic Control Standards can be found on the City's Buzzsaw website. 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 [NOT USED] 32 1.11 FIELD [SITE] CONDITIONS [NOT USED] 33 1.12 WARRANTY [NOT USED] 34 PART 2 - PRODUCTS [NOT USED] 35 PART 3 - EXECUTION [NOT USED] 36 END OF SECTION CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 CONCRETE RESTORATION (2013-10) GG01-537110-0202002 015526-3 STREET USE PERMIT AND MODIFICATIONS TO TRAFFIC CONTROL Page 3 of 3 Revision Log DATE NAME CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 SUMMARY OF CHANGE CONCRETE RESTORATION (2013-10) GG01-537110-0202002 015713-1 STORM WATER POLLUTION PREVENTION Page 1 of 3 1 2 3 PART 1 - GENERAL 4 1.1 SUMMARY 5 6 SECTION 01 5713 STORM WATER POLLUTION PREVENTION A. Section Includes: 1. Procedures for Storm Water Pollution Prevention Plans 7 B. Deviations from this City of Fort Worth Standard Specification 8 1. None. 9 C. Related Specification Sections include, but are not necessarily limited to: 10 1. Division 0 — Bidding Requirements, Contract Forms and Conditions of the 11 Contract 12 2. Division 1 — General Requirements 13 3. Section 31 25 00 — Erosion and Sediment Control 14 1.2 PRICE AND PAYMENT PROCEDURES 15 A. Measurement and Payment 16 1. Construction Activities resulting in less than 1 acre of disturbance 17 a. Work associated with this Item is considered subsidiary to the various Items 18 bid. No separate payment will be allowed for this Item. 19 2. Construction Activities resulting in greater than 1 acre of disturbance 20 a. Measurement and Payment shall be in accordance with Section 31 25 00. 21 1.3 REFERENCES 22 A. Abbreviations and Acronyms 23 1. Notice of Intent: NOI 24 2. Notice of Termination: NOT 25 3. Storm Water Pollution Prevention Plan: SWPPP 26 4. Texas Commission on Environmental Quality: TCEQ 27 5. Notice of Change: NOC 28 A. Reference Standards 29 1. Reference standards cited in this Specification refer to the current reference 30 standard published at the time of the latest revision date logged at the end of this 31 Specification, unless a date is specifically cited. 32 2. Integrated Storm Management (iSWM) Technical Manual for Construction 33 Controls 34 1.4 ADMINISTRATIVE REQUIREMENTS 35 A. General 36 1. Contractor is responsible for resolution and payment of any fines issued associated 37 with compliance to Stormwater Pollution Prevention Plan. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 CONCRETE RESTORATION (2013-10) GG01-537110-0202002 01 57 13 -2 STORM WATER POLLUTION PREVENTION Page 2 of 3 1 B. Construction Activities resulting in: 2 1. Less than 1 acre of disturbance 3 a. Provide erosion and sediment control in accordance with Section 31 25 00 and 4 Drawings. 5 2. 1 to less than 5 acres of disturbance 6 a. Texas Pollutant Discharge Elimination System (TPDES) General Construction 7 Permit is required 8 b. Complete SWPPP in accordance with TCEQ requirements 9 1) TCEQ Small Construction Site Notice Required under general permit 10 TXR150000 11 a) Sign and post at job site 12 b) Prior to Preconstruction Meeting, send 1 copy to City Department of 13 Transportation and Public Works, Environmental Division, (817) 392- 14 6088. 15 2) Provide erosion and sediment control in accordance with: 16 a) Section 31 25 00 17 b) The Drawings 18 c) TXR150000 General Permit 19 d) SWPPP 20 e) TCEQ requirements 21 3. 5 acres or more of Disturbance 22 a. Texas Pollutant Discharge Elimination System (TPDES) General Construction 23 Permit is required 24 b. Complete SWPPP in accordance with TCEQ requirements 25 1) Prepare a TCEQ NOI form and submit to TCEQ along with required fee 26 a) Sign and post at job site 27 b) Send copy to City Department of Transportation and Public Works, 28 Environmental Division, (817) 392-6088. 29 2) TCEQ Notice of Change required if making changes or updates to NOI 30 3) Provide erosion and sediment control in accordance with: 31 a) Section 31 25 00 32 b) The Drawings 33 c) TXR150000 General Permit 34 d) SWPPP 35 e) TCEQ requirements 36 4) Once the project has been completed and all the closeout requirements of 37 TCEQ have been met a TCEQ Notice of Termination can be submitted. 38 a) Send copy to City Department of Transportation and Public Works, 39 Environmental Division, (817) 392-6088. 40 1.5 SUBMITTALS 41 A. SWPPP 42 1. Submit in accordance with Section 01 33 00, except as stated herein. 43 a. Prior to the Preconstruction Meeting, submit a draft copy of SWPPP to the City 44 as follows: 45 1) 1 copy to the City Project Manager 46 a) City Project Manager will forward to the City Department of 47 Transportation and Public Works, Environmental Division for review CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 CONCRETE RESTORATION (2013-10) GG01-537110-0202002 015713-3 STORM WATER POLLUTION PREVENTION Page 3 of 3 1 B. Modified SWPPP 2 1. If the SWPPP is revised during construction, resubmit modified SWPPP to the City 3 in accordance with Section 01 33 00. 4 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED] 5 1.7 CLOSEOUT SUBMITTALS [NOT USED] 6 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 7 1.9 QUALITY ASSURANCE [NOT USED] 8 1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED] 9 1.11 FIELD [SITE] CONDITIONS [NOT USED] 10 1.12 WARRANTY [NOT USED] 11 PART 2 - PRODUCTS [NOT USED] 12 PART 3 - EXECUTION [NOT USED] 13 14 15 END OF SECTION Revision Log DATE NAME SUMMARY OF CHANGE CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 CONCRETE RESTORATION (2013-10) GG01-537110-0202002 015813-1 TEMPORARY PROJECT SIGNAGE 1 2 SECTION 01 58 13 TEMPORARY PROJECT SIGNAGE Page 1 of 3 3 PART 1 - GENERAL 4 1.1 SUMMARY 5 A. Section Includes: 6 1. Temporary Project Signage Requirements 7 B. Deviations from this City of Fort Worth Standard Specification 8 1. None. 9 C. Related Specification Sections include, but are not necessarily limited to: 10 1. Division 0 — Bidding Requirements, Contract Forms and Conditions of the Contract 11 2. Division 1— General Requirements 12 1.2 PRICE AND PAYMENT PROCEDURES 13 A. Measurement and Payment 14 1. Work associated with this Item is considered subsidiary to the various Items bid. 15 No separate payment will be allowed for this Item. 16 1.3 REFERENCES [NOT USED] 17 1.4 ADMINISTRATIVE REQUIREMENTS [NOT USED] 18 1.5 SUBMITTALS [NOT USED] 19 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED] 20 1.7 CLOSEOUT SUBMITTALS [NOT USED] 21 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 22 1.9 QUALITY ASSURANCE [NOT USED] 23 1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED] 24 1.11 FIELD [SITE] CONDITIONS [NOT USED] 25 1.12 WARRANTY [NOT USED] 26 PART 2 - PRODUCTS 27 2.1 OWNER -FURNISHED [oR] OWNER-SUPPLIEDPRODUCTS [NOT USED] 28 2.2 EQUIPMENT, PRODUCT TYPES, AND MATERIALS 29 A. Design Criteria 30 1. Provide free standing Project Designation Sign in accordance with City's Standard 31 Details for project signs. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 CONCRETE RESTORATION (2013-10) GG01-537110-0202002 01 58 13 - 2 TEMPORARY PROJECT SIGNAGE Page 2 of 3 1 B. Materials 2 1. Sign 3 a. Constructed of 3/-inch fir plywood, grade A-C (exterior) or better 4 2.3 ACCESSORIES [NOT USED] 5 2.4 SOURCE QUALITY CONTROL [NOT USED] 6 PART 3 - EXECUTION 7 3.1 INSTALLERS [NOT USED] 8 3.2 EXAMINATION [NOT USED] 9 3.3 PREPARATION [NOT USED] 10 3.4 INSTALLATION 11 A. General 12 1. Provide vertical installation at extents of project. 13 2. Relocate sign as needed, upon request of the City. 14 B. Mounting options 15 a. Skids 16 b. Posts 17 c. Barricade 18 3.5 REPAIR / RESTORATION [NOT USED] 19 3.6 RE -INSTALLATION [NOT USED] 20 3.7 FIELD [oR] SITE QUALITY CONTROL [NOT USED] 21 3.8 SYSTEM STARTUP [NOT USED] 22 3.9 ADJUSTING [NOT USED] 23 3.10 CLEANING [NOT USED] 24 3.11 CLOSEOUT ACTIVITIES [NOT USED] 25 3.12 PROTECTION [NOT USED] 26 3.13 MAINTENANCE 27 A. General 28 1. Maintenance will include painting and repairs as needed or directed by the City. 29 3.14 ATTACHMENTS [NOT USED] 30 END OF SECTION CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 CONCRETE RESTORATION (2013-10) GG01-537110-0202002 015813-3 TEMPORARY PROJECT SIGNAGE 1 1 DATE NAME Page 3 of 3 Revision Log CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 SUMMARY OF CHANGE CONCRETE RESTORATION (2013-10) GG01-537110-0202002 1 2 SECTION 01 60 00 PRODUCT REQUIREMENTS 016000-1 PRODUCT REQUIREMENTS Page 1 of 2 3 PART 1 - GENERAL 4 1.1 SUMMARY 5 A. Section Includes: 6 1. A listing of the approved products for use in the City 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 [NOT USED] 13 1.3 REFERENCES [NOT USED] 14 1.4 ADMINISTRATIVE REQUIREMENTS 15 A. A list of City approved products for use is attached to this Section. 16 B. Only products specifically included on City's Standard Product List in these Contract 17 Documents shall be allowed for use on the Project. 18 1. Any subsequently approved products will only be allowed for use upon specific 19 approval by the City. 20 C. Any specific product requirements in the Contract Documents supersede similar 21 products included on the City's Standard Product List. 22 1. The City reserves the right to not allow products to be used for certain projects even 23 though the product is listed on the City's Standard Product List. 24 D. Although a specific product is included on City's Standard Product List, not all 25 products from that manufacturer are approved for use, including but not limited to, that 26 manufacturer's standard product. 27 E. See Section 01 33 00 for submittal requirements of Product Data included on City's 28 Standard Product List. 29 1.5 SUBMITTALS [NOT USED] 30 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED] 31 1.7 CLOSEOUT SUBMITTALS [NOT USED] 32 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 33 1.9 QUALITY ASSURANCE [NOT USED] 34 1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED] CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 CONCRETE RESTORATION (2013-10) GG01-537110-0202002 1 1.11 FIELD [SITE] CONDITIONS [NOT USED] 2 1.12 WARRANTY [NOT USED] 3 PART 2 - PRODUCTS [NOT USED] 4 PART 3 - EXECUTION [NOT USED] 5 END OF SECTION Revision Log DATE NAME CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 01 60 00 - 2 PRODUCT REQUIREMENTS Page 2 of 2 SUMMARY OF CHANGE CONCRETE RESTORATION (2013-10) GG01-537110-0202002 017000-1 MOBILIZATION AND REMOBILIZATION 1 2 3 PART 1 - GENERAL 4 1.1 SUMMARY SECTION 01 70 00 MOBILIZATION AND REMOBILIZATION Page 1 of 3 5 A. Section Includes: 6 2. Mobilization and Demobilization 7 a. Mobilization: 8 1) Transportation of Contractor's personnel, equipment, and operating supplies 9 to the Site 10 2) Establishment of necessary general facilities for the Contractor's operation 11 at the Site 12 3) Premiums paid for performance and payment bonds 13 4) Transportation of Contractor's personnel, equipment, and operating supplies 14 to another location within the designated Site 15 5) Relocation of necessary general facilities for the Contractor's operation 16 from one 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 3. Remobilization 26 a. Remobilization for Suspension of Work specifically required in the Contract 27 Documents or as required by City includes: 28 1) Demobilization: 29 a) Transportation of Contractor's personnel, equipment, and operating 30 supplies from the Site including disassembly or temporarily securing 31 equipment, supplies, and other facilities as designated by the Contract 32 Documents necessary to suspend the Work. 33 b) Site Clean-up as designated in the Contract Documents 34 2) Remobilization: 35 a) Transportation of Contractor's personnel, equipment, and operating 36 supplies to the Site necessary to resume the Work. 37 b) Establishment of necessary general facilities for the Contractor's 38 operation at the Site necessary to resume the Work. 39 3) No Payments will be made for: 40 a) Mobilization and Demobilization from one location to another on the 41 Site in the normal progress of performing the Work. 42 b) Stand-by or idle time 43 c) Lost profits 44 3. Mobilizations and Demobilization for Miscellaneous Projects 45 a. Mobilization and Demobilization CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised June 7, 2012 CONCRETE RESTORATION (2013-10) GG01-537110-0202002 01 70 00 - 2 MOBILIZATION AND REMOBILIZATION Page 2 of 3 1 1) Mobilization shall consist of the activities and cost on a Work Order basis 2 necessary for: 3 a) Transportation of Contractor's personnel, equipment, and operating 4 supplies to the Site for the issued Work Order. 5 b) Establishment of necessary general facilities for the Contractor's 6 operation at the Site for the issued Work Order 7 2) Demobilization shall consist of the activities and cost necessary for: 8 a) Transportation of Contractor's personnel, equipment, and operating 9 supplies from the Site including disassembly for each issued Work 10 Order 11 b) Site Clean-up for each issued Work Order 12 c) Removal of all buildings or other facilities assembled at the Site for 13 each Work Oder 14 b. Mobilization and Demobilization do not include activities for specific items of 15 work for which payment is provided elsewhere in the contract. 16 4. Emergency Mobilizations and Demobilization for Miscellaneous Projects 17 a. A Mobilization for Miscellaneous Projects when directed by the City and the 18 mobilization occurs within 24 hours of the issuance of the Work Order. 19 B. Deviations from City of Fort Worth Standards 20 2. None 21 C. Related Specification Sections include but are not necessarily limited to 22 2. Division 0 - Bidding Requirements, Contract Forms, and Conditions of the 23 Contract. 24 1.2 PRICE AND PAYMENT PROCEDURES 25 A. Measurement and Payment 26 2. Mobilization and Demobilization 27 a. Measurement and Payment 28 1) Work associated with this Item is considered subsidiary to the various items 29 bid. No separate payment will be allowed for this item. 30 3. Remobilization for suspension of Work as specifically required in the Contract 31 Documents 32 a. Measurement 33 1) Measurement for this Item shall be per each remobilization preformed. 34 b. Payment 35 1) The work performed in accordance with this Item will be paid for at the 36 unit price per each "Specified Remobilization" in accordance with Contract 37 Documents. 38 c. The price shall include: 39 1) Demobilization as described in Section 1.1.A.2.a.1) 40 2) Remobilization as described in Section 1.1.A.2.a.2) 41 d. No payments will be made for standby, idle time, or lost profits associated this 42 Item. 43 4. Remobilization for suspension of Work as required by City 44 a. Measurement and Payment 45 1) This shall be submitted as a Contract Claim in accordance with Article 10 46 of 00 72 00 General Conditions. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised June 7, 2012 CONCRETE RESTORATION (2013-10) GG01-537110-0202002 017000-3 MOBILIZATION AND REMOBILIZATION Page 3 of 3 1 2) No payments will be made for standby, idle time, or lost profits associated 2 with this Item. 3 5. Mobilizations and Demobilizations for Miscellaneous Projects 4 a. Measurement 5 1) Measurement for this Item shall be for each Mobilization and 6 Demobilization required by the Contract Documents 7 b. Payment 8 1) The Work performed in accordance with this Item will be paid for at the 9 unit price per each "Work Order Mobilization" in accordance with 10 Contract Documents. Demobilization shall be considered subsidiary to 11 mobilization and shall not be paid for separately. 12 c. The price shall include 13 1) Mobilization as described in Section 1.1.A.3.a.1) 14 2) Demobilization as described in Section 1.1.A.3.a.2) 15 3) No payments will be made for standby, idle time, or lost profits associated 16 this Item. 17 6. Emergency Mobilizations and Demobilizations for Miscellaneous Projects 18 a. Measurement 19 1) Measurement for this Item shall be for each Mobilization and 20 Demobilization required by the Contract Documents 21 b. Payment 22 1) The Work performed in accordance with this Item will be paid for at the 23 unit price per each "Work Order Emergency Mobilization" in accordance 24 with Contract Documents. Demobilization shall be considered subsidiary 25 to mobilization and shall not be paid for separately. 26 c. The price shall include 27 1) Mobilization as described in Section 1.1.A.4.a) 28 2) Demobilization as described in Section 1.1.A.3.a.2) 29 3) No payments will be made for standby, idle time, or lost profits associated 30 this Item. 31 1.3 TO 1.12 [NOT USED] 32 PART 2 - PRODUCTS [NOT USED] 33 PART 3 - EXECUTION [NOT USED] 34 END OF SECTION 35 36 DATE [2010 JAN 06] Revision Log NAME SUMMARY OF CHANGE CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised June 7, 2012 CONCRETE RESTORATION (2013-10) GG01-537110-0202002 017123-1 CONSTRUCTION STAKING Page 1 of 3 1 SECTION 01 71 23 2 CONSTRUCTION STAKING 3 PART 1 - GENERAL 4 1.1 SUMMARY 5 A. Section includes: 6 1. Requirements for construction staking. 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 Foiiiis and Conditions of the Contract 11 2. Division 1 — General Requirements 12 1.2 PRICE AND PAYMENT PROCEDURES 13 A. Measurement and Payment 14 1. Work associated with this Item is considered subsidiary to the various Items bid. 15 No separate payment will be allowed for this Item. 16 1.3 REFERENCES [NOT USED] 17 1.4 ADMINISTRATIVE REQUIREMENTS 18 A. Construction Stakes 19 1. Construction staking will be performed by the City. 20 2. Coordination 21 a. Contact City's Project Representative at least 2 weeks in advance for 22 scheduling of Construction Staking. 23 3. General 24 a. It is the Contractor's responsibility to coordinate staking such that construction 25 activities are not delayed or negatively impacted. 26 b. Contractor is responsible for preserving and maintaining stakes furnished by 27 City. 28 c. If in the opinion of the City, a sufficient number of stakes or markings have 29 been lost, destroyed or disturbed, by Contractor's neglect such that the 30 contracted Work cannot take place, then the Contractor will be required to pay 31 the City for new staking with a 25 percent markup. 32 1) The cost for staking will be deducted from the payment due to the 33 Contractor for the Project. 34 1.5 SUBMITTALS 35 A. Submittals, if required, shall be in accordance with Section 01 33 00. 36 1. All submittals shall be approved by the Engineer or the City prior to delivery. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 CONCRETE RESTORATION (2013-10) GG01-537110-0202002 01 71 23 - 2 CONSTRUCTION STAKING Page 2 of 3 1 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS 2 A. Certificates 3 1. Provide certificate certifying that elevations and locations of improvements are in 4 conformance or non-conformance with requirements of the Contract Documents. 5 a. Certificate must be sealed by a registered professional land surveyor in the 6 State of Texas. 7 B. Field Quality Control Submittals 8 1. Documentation verifying accuracy of field engineering work 9 1.7 CLOSEOUT SUBMITTALS [NOT USED] 10 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 11 1.9 QUALITY ASSURANCE 12 A. Use adequate numbers of skilled workmen who are thoroughly trained and experienced 13 in the necessary crafts and who are completely familiar with the specified requirements 14 and the methods needed for proper performance of the Work. 15 1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED] 16 1.11 FIELD [SITE] CONDITIONS [NOT USED] 17 1.12 WARRANTY [NOT USED] 18 PART 2 - PRODUCTS [NOT USED] 19 PART 3 - EXECUTION 20 3.1 INSTALLERS [NOT USED] 21 3.2 EXAMINATION [NOT USED] 22 3.3 PREPARATION 23 A. Verify location and protect control points before commencing Work. 24 B. Notify City's Project Representative immediately of any discrepancies discovered. 25 3.4 APPLICATION [NOT USED] 26 3.5 REPAIR / RESTORATION [NOT USED] 27 3.6 RE -INSTALLATION [NOT USED] 28 3.7 FIELD [oR] SITE QUALITY CONTROL 29 A. Preserve permanent reference points during progress of the Work. 30 B. Do not change or relocate reference points without approval from the City. 31 C. Utilize recognized engineering survey practices. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 CONCRETE RESTORATION (2013-10) GG01-537110-0202002 1 3.8 SYSTEM STARTUP [NOT USED] 2 3.9 ADJUSTING [NOT USED] 3 3.10 CLEANING [NOT USED] 4 3.11 CLOSEOUT ACTIVITIES [NOT USED] 5 3.12 PROTECTION [NOT USED] 6 3.13 MAINTENANCE [NOT USED] 7 3.14 ATTACHMENTS [NOT USED] 8 END OF SECTION 9 10 Revision Log DATE NAME CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 017123-3 CONSTRUCTION STAKING Page 3 of 3 SUMMARY OF CHANGE CONCRETE RESTORATION (2013-10) GG01-537110-0202002 017423-1 CLEANING Page 1 of 4 1 SECTION 01 74 23 2 CLEANING 3 PART 1 - GENERAL 4 1.1 SUMMARY 5 A. Section Includes: 6 1. Intermediate and fmal cleaning for Work not including special cleaning of closed 7 systems specified elsewhere 8 B. Deviations from this City of Fort Worth Standard Specification 9 1. None. 10 C. Related Specification Sections include, but are not necessarily limited to: 11 1. Division 0 — Bidding Requirements, Contract FoiIus and Conditions of the Contract 12 2. Division 1 — General Requirements 13 3. Section 32 92 13 — Hydro -Mulching, Seeding and Sodding 14 1.2 PRICE AND PAYMENT PROCEDURES 15 A. Measurement and Payment 16 1. Work associated with this Item is considered subsidiary to the various Items bid. 17 No separate payment will be allowed for this Item. 18 1.3 REFERENCES [NOT USED] 19 1.4 ADMINISTRATIVE REQUIREMENTS 20 A. Scheduling 21 1. Schedule cleaning operations so that dust and other contaminants disturbed by 22 cleaning process will not fall on newly painted surfaces. 23 2. Schedule fmal cleaning upon completion of Work and immediately prior to final 24 inspection. 25 1.5 SUBMITTALS [NOT USED] 26 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED] 27 1.7 CLOSEOUT SUBMITTALS [NOT USED] 28 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 29 1.9 QUALITY ASSURANCE [NOT USED] 30 1.10 STORAGE, AND HANDLING 31 A. Storage and Handling Requirements 32 1. Store cleaning products and cleaning wastes in containers specifically designed for 33 those materials. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 CONCRETE RESTORATION (2013-10) GG01-537110-0202002 01 74 23 - 2 CLEANING Page 2 of 4 1 1.11 FIELD [SITE] CONDITIONS [NOT USED] 2 1.12 WARRANTY [NOT USED] 3 PART 2 - PRODUCTS 4 2.1 OWNER -FURNISHED [oR] OWNER-SUPPLIEDPRODUCTS [NOT USED] 5 2.2 MATERIALS 6 A. Cleaning Agents 7 1. Compatible with surface being cleaned 8 2. New and uncontaminated 9 3. For manufactured surfaces 10 a. Material recommended by manufacturer 11 2.3 ACCESSORIES [NOT USED] 12 2.4 SOURCE QUALITY CONTROL [NOT USED] 13 PART 3 - EXECUTION 14 3.1 INSTALLERS [NOT USED] 15 3.2 EXAMINATION [NOT USED] 16 3.3 PREPARATION [NOT USED] 17 3.4 APPLICATION [NOT USED] 18 3.5 REPAIR / RESTORATION [NOT USED] 19 3.6 RE -INSTALLATION [NOT USED] 20 3.7 FIELD [oR] SITE QUALITY CONTROL [NOT USED] 21 3.8 SYSTEM STARTUP [NOT USED] 22 3.9 ADJUSTING [NOT USED] 23 3.10 CLEANING 24 A. General 25 1. Prevent accumulation of wastes that create hazardous conditions. 26 2. Conduct cleaning and disposal operations to comply with laws and safety orders of 27 governing authorities. 28 3. Do not dispose of volatile wastes such as mineral spirits, oil or paint thinner in 29 storm or sanitary drains or sewers. 30 4. Dispose of degradable debris at an approved solid waste disposal site. 31 5. Dispose of nondegradable debris at an approved solid waste disposal site or in an 32 alternate manner approved by City and regulatory agencies. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 CONCRETE RESTORATION (2013-10) GG01-537110-0202002 01 74 23 - 3 CLEANING Page 3 of 4 1 6. Handle materials in a controlled manner with as few handlings as possible. 2 7. Thoroughly clean, sweep, wash and polish all Work and equipment associated with 3 this project. 4 8. Remove all signs of temporary construction and activities incidental to construction 5 of required permanent Work. 6 9. If project is not cleaned to the satisfaction of the City, the City reserves the right to 7 have the cleaning completed at the expense of the Contractor. 8 10. Do not burn on -site. 9 B. Intermediate Cleaning during Construction 10 1. Keep Work areas clean so as not to hinder health, safety or convenience of 11 personnel in existing facility operations. 12 2. At maximum weekly intervals, dispose of waste materials, debris and rubbish. 13 3. Confine construction debris daily in strategically located container(s): 14 a. Cover to prevent blowing by wind 15 b. Store debris away from construction or operational activities 16 c. Haul from site at a minimum of once per week 17 4. Vacuum clean interior areas when ready to receive finish painting. 18 a. Continue vacuum cleaning on an as -needed basis, until Final Acceptance. 19 5. Prior to storm events, thoroughly clean site of all loose or unsecured items, which 20 may become airborne or transported by flowing water during the storm. 21 C. Interior Final Cleaning 22 1. Remove grease, mastic, adhesives, dust, dirt, stains, fingerprints, labels and other 23 foreign materials from sight -exposed surfaces. 24 2. Wipe all lighting fixture reflectors, lenses, lamps and trims clean. 25 3. Wash and shine glazing and mirrors. 26 4. Polish glossy surfaces to a clear shine. 27 5. Ventilating systems 28 a. Clean permanent filters and replace disposable filters if units were operated 29 during construction. 30 b. Clean ducts, blowers and coils if units were operated without filters during 31 construction. 32 6. Replace all burned out lamps. 33 7. Broom clean process area floors. 34 8. Mop office and control room floors. 35 D. Exterior (Site or Right of Way) Final Cleaning 36 1. Remove trash and debris containers from site. 37 a. Re -seed areas disturbed by location of trash and debris containers in accordance 38 with Section 32 92 13. 39 2. Sweep roadway to remove all rocks, pieces of asphalt, concrete or any other object 40 that may hinder or disrupt the flow of traffic along the roadway. 41 3. Clean any interior areas including, but not limited to, vaults, manholes, structures, 42 junction boxes and inlets. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 CONCRETE RESTORATION (2013-10) GG01-537110-0202002 01 74 23 - 4 CLEANING Page 4 of 4 1 4. If no longer required for maintenance of erosion facilities, and upon approval by 2 City, remove erosion control from site. 3 5. Clean signs, lights, signals, etc. 4 3.11 CLOSEOUT ACTIVITIES [NOT USED] 5 3.12 PROTECTION [NOT USED] 6 3.13 MAINTENANCE [NOT USED] 7 3.14 ATTACHMENTS [NOT USED] 8 END OF SECTION 9 10 Revision Log DATE NAME SUMMARY OF CHANGE CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 CONCRETE RESTORATION (2013-10) GG01-537110-0202002 1 2 3 PART 1 - GENERAL SECTION 01 77 19 CLOSEOUT REQUIREMENTS 017719-1 CLOSEOUT REQUIREMENTS Page 1 of 3 4 1.1 SUMMARY 5 A. Section Includes: 6 1. The procedure for closing out a contract 7 B. Deviations from this City of Fort Worth Standard Specification 8 1. None. 9 C. Related Specification Sections include, but are not necessarily limited to: 10 1. Division 0 — Bidding Requirements, Contract Forms and Conditions of the Contract 11 2. Division 1 — General Requirements 12 1.2 PRICE AND PAYMENT PROCEDURES 13 A. Measurement and Payment 14 1. Work associated with this Item is considered subsidiary to the various Items bid. 15 No separate payment will be allowed for this Item. 16 1.3 REFERENCES [NOT USED] 17 1.4 ADMINISTRATIVE REQUIREMENTS 18 A. Guarantees, Bonds and Affidavits 19 1. No application for final payment will be accepted until all guarantees, bonds, 20 certificates, licenses and affidavits required for Work or equipment as specified are 21 satisfactorily filed with the City. 22 B. Release of Liens or Claims 23 1. No application for final payment will be accepted until satisfactory evidence of 24 release of liens has been submitted to the City. 25 1.5 SUBMITTALS 26 A. Submit all required documentation to City's Project Representative. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 CONCRETE RESTORATION (2013-10) GG01-537110-0202002 01 77 19 - 2 CLOSEOUT REQUIREMENTS Page 2 of 3 1 1.6 INFORMATIONAL SUBMITTALS [NOT USED] 2 1.7 CLOSEOUT SUBMITTALS [NOT USED] 3 PART 2 - PRODUCTS [NOT USED] 4 PART 3 - EXECUTION 5 3.1 INSTALLERS [NOT USED] 6 3.2 EXAMINATION [NOT USED] 7 3.3 PREPARATION [NOT USED] 8 3.4 CLOSEOUT PROCEDURE 9 A. Prior to requesting Final Inspection, submit: 10 1. Project Record Documents in accordance with Section 01 78 39 11 2. Operation and Maintenance Data, if required, in accordance with Section 01 78 23 12 B. Prior to requesting Final Inspection, perform final cleaning in accordance with Section 13 01 74 23. 14 C. Final Inspection 15 1. After final cleaning, provide notice to the City Project Representative that the Work 16 is completed. 17 a. The City will make an initial Final Inspection with the Contractor present. 18 b. Upon completion of this inspection, the City will notify the Contractor, in 19 writing within 10 business days, of any particulars in which this inspection 20 reveals that the Work is defective or incomplete. 21 2. Upon receiving written notice from the City, immediately undertake the Work 22 required to remedy deficiencies and complete the Work to the satisfaction of the 23 City. 24 3. Upon completion of Work associated with the items listed in the City's written 25 notice, inform the City, that the required Work has been completed. Upon receipt 26 of this notice, the City, in the presence of the Contractor, will make a subsequent 27 Final Inspection of the project. 28 4. Provide all special accessories required to place each item of equipment in full 29 operation. These special accessory items include, but are not limited to: 30 a. Specified spare parts 31 b. Adequate oil and grease as required for the first lubrication of the equipment 32 c. Initial fill up of all chemical tanks and fuel tanks 33 d. Light bulbs 34 e. Fuses 35 f. Vault keys 36 g. Handwheels 37 h. Other expendable items as required for initial start-up and operation of all 38 equipment 39 D. Notice of Project Completion CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 CONCRETE RESTORATION (2013-10) GG01-537110-0202002 01 77 19 -3 CLOSEOUT REQUIREMENTS Page 3 of 3 1 1. Once the City Project Representative fmds the Work subsequent to Final Inspection 2 to be satisfactory, the City will issue a Notice of Project Completion (Green Sheet). 3 E. Supporting Documentation 4 1. Coordinate with the City Project Representative to complete the following 5 additional forms: 6 a. Final Payment Request 7 b. Statement of Contract Time 8 c. Affidavit of Payment and Release of Liens 9 d. Consent of Surety to Final Payment 10 e. Pipe Report (if required) 11 f. Contractor's Evaluation of City 12 g. Perfouuuance Evaluation of Contractor 13 F. Letter of Final Acceptance 14 1. Upon review and acceptance of Notice of Project Completion and Supporting 15 Documentation, in accordance with General Conditions, City will issue Letter of 16 Final Acceptance and release the Final Payment Request for payment. 17 3.5 REPAIR / RESTORATION [NOT USED] 18 3.6 RE -INSTALLATION [NOT USED] 19 3.7 FIELD [oR] SITE QUALITY CONTROL [NOT USED] 20 3.8 SYSTEM STARTUP [NOT USED] 21 3.9 ADJUSTING [NOT USED] 22 3.10 CLEANING [NOT USED] 23 3.11 CLOSEOUT ACTIVITIES [NOT USED] 24 3.12 PROTECTION [NOT USED] 25 3.13 MAINTENANCE [NOT USED] 26 3.14 ATTACHMENTS [NOT USED] 27 END OF SECTION 28 29 DATE NAME Revision Log CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 SUMMARY OF CHANGE CONCRETE RESTORATION (2013-10) GG01-537110-0202002 1 2 3 PART 1 - GENERAL 4 1.1 SUMMARY SECTION 0178 39 PROJECT RECORD DOCUMENTS 017839-1 PROJECT RECORD DOCUMENTS Page 1 of 4 5 A. Section Includes: 6 1. Work associated with the documenting the project and recording changes to project 7 documents, including: 8 a. Record Drawings 9 b. Water Meter Service Reports 10 c. Sanitary Sewer Service Reports 11 d. Large Water Meter Reports 12 B. Deviations from this City of Fort Worth Standard Specification 13 1. None. 14 C. Related Specification Sections include, but are not necessarily limited to: 15 1. Division 0 — Bidding Requirements, Contract Forms and Conditions of the Contract 16 2. Division 1— General Requirements 17 1.2 PRICE AND PAYMENT PROCEDURES 18 A. Measurement and Payment 19 1. Work associated with this Item is considered subsidiary to the various Items bid. 20 No separate payment will be allowed for this Item. 21 1.3 REFERENCES [NOT USED] 22 1.4 ADMINISTRATIVE REQUIREMENTS [NOT USED] 23 1.5 SUBMITTALS 24 A. Prior to submitting a request for Final Inspection, deliver Project Record Documents to 25 City's Project Representative. 26 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED] 27 1.7 CLOSEOUT SUBMITTALS [NOT USED] 28 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 29 1.9 QUALITY ASSURANCE 30 A. Accuracy of Records 31 1. Thoroughly coordinate changes within the Record Documents, making adequate 32 and proper entries on each page of Specifications and each sheet of Drawings and 33 other Documents where such entry is required to show the change properly. 34 2. Accuracy of records shall be such that future search for items shown in the Contract 35 Documents may rely reasonably on information obtained from the approved Project 36 Record Documents. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 CONCRETE RESTORATION (2013-10) GG01-537110-0202002 017839-2 PROJECT RECORD DOCUMENTS Page 2 of 4 1 3. To facilitate accuracy of records, make entries within 24 hours after receipt of 2 information that the change has occurred. 3 4. Provide factual information regarding all aspects of the Work, both concealed and 4 visible, to enable future modification of the Work to proceed without lengthy and 5 expensive site measurement, investigation and examination. 6 1.10 STORAGE AND HANDLING 7 A. Storage and Handling Requirements 8 1. Maintain the job set of Record Documents completely protected from deterioration 9 and from loss and damage until completion of the Work and transfer of all recorded 10 data to the final Project Record Documents. 11 2. In the event of loss of recorded data, use means necessary to again secure the data 12 to the City's approval. 13 a. In such case, provide replacements to the standards originally required by the 14 Contract Documents. 15 1.11 FIELD [SITE] CONDITIONS [NOT USED] 16 1.12 WARRANTY [NOT USED] 17 PART 2 - PRODUCTS 18 2.1 OWNER -FURNISHED [oR] OWNER -SUPPLIED PRODUCTS [NOT USED] 19 2.2 RECORD DOCUMENTS 20 A. Job set 21 1. Promptly following receipt of the Notice to Proceed, secure from the City, at no 22 charge to the Contractor, 1 complete set of all Documents comprising the Contract. 23 B. Final Record Documents 24 1. At a time nearing the completion of the Work and prior to Final Inspection, provide 25 the City 1 complete set of all Final Record Drawings in the Contract. 26 2.3 ACCESSORIES [NOT USED] 27 2.4 SOURCE QUALITY CONTROL [NOT USED] 28 PART 3 - EXECUTION 29 3.1 INSTALLERS [NOT USED] 30 3.2 EXAMINATION [NOT USED] 31 3.3 PREPARATION [NOT USED] 32 3.4 MAINTENANCE DOCUMENTS 33 A. Maintenance of Job Set 34 1 Immediately upon receipt of the job set, identify each of the Documents with the 35 title, "RECORD DOCUMENTS - JOB SET". CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 CONCRETE RESTORATION (2013-10) GG01-537110-0202002 017839-3 PROJECT RECORD DOCUMENTS Page 3 of 4 1 2. Preservation 2 a. Considering the Contract completion time, the probable number of occasions 3 upon which the job set must be taken out for new entries and for examination, 4 and the conditions under which these activities will be performed, devise a 5 suitable method for protecting the job set. 6 b. Do not use the job set for any purpose except entry of new data and for review 7 by the City, until start of transfer of data to final Project Record Documents. 8 c. Maintain the job set at the site of work. 9 3. Coordination with Construction Survey 10 a. At a minimum, in accordance with the intervals set forth in Section 01 71 23, 11 clearly mark any deviations from Contract Documents associated with 12 installation of the infrastructure. 13 4. Making entries on Drawings 14 a. Record any deviations from Contract Documents. 15 b. Use an erasable colored pencil (not ink or indelible pencil), clearly describe the 16 change by graphic line and note as required. 17 c. Date all entries. 18 d. Call attention to the entry by a "cloud" drawn around the area or areas affected. 19 e. In the event of overlapping changes, use different colors for the overlapping 20 changes. 21 5. Conversion of schematic layouts 22 a. In some cases on the Drawings, arrangements of conduits, circuits, piping, 23 ducts, and similar items, are shown schematically and are not intended to 24 portray precise physical layout. 25 1) Final physical arrangement is determined by the Contractor, subject to the 26 City's approval. 27 2) However, design of future modifications of the facility may require 28 accurate infoiivation as to the final physical layout of items which are 29 shown only schematically on the Drawings. 30 b. Show on the job set of Record Drawings, by dimension accurate to within 1 31 inch, the centerline of each run of items. 32 1) Final physical arrangement is determined by the Contractor, subject to the 33 City's approval. 34 2) Show, by symbol or note, the vertical location of the Item ("under slab", "in 35 ceiling plenum", "exposed", and the like). 36 3) Make all identification sufficiently descriptive that it may be related 37 reliably to the Specifications. 38 c. The City may waive the requirements for conversion of schematic layouts 39 where, in the City's judgment, conversion serves no useful purpose. However, 40 do not rely upon waivers being issued except as specifically issued in writing 41 by the City. 42 B. Final Project Record Documents 43 1. Transfer of data to Drawings 44 a. Carefully transfer change data shown on the job set of Record Drawings to the 45 corresponding final documents, coordinating the changes as required. 46 b. Clearly indicate at each affected detail and other Drawing a full description of 47 changes made during construction, and the actual location of items. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 CONCRETE RESTORATION (2013-10) GG01-537110-0202002 01 78 39 - 4 PROJECT RECORD DOCUMENTS Page 4 of 4 1 c. Call attention to each entry by drawing a "cloud" around the area or areas 2 affected. 3 d. Make changes neatly, consistently and with the proper media to assure 4 longevity and clear reproduction. 5 2. Transfer of data to other Documents 6 a. If the Documents, other than Drawings, have been kept clean during progress of 7 the Work, and if entries thereon have been orderly to the approval of the City, 8 the job set of those Documents, other than Drawings, will be accepted as final 9 Record Documents. 10 b. If any such Document is not so approved by the City, secure a new copy of that 11 Document from the City at the City's usual charge for reproduction and 12 handling, and carefully transfer the change data to the new copy to the approval 13 of the City. 14 3.5 REPAIR / RESTORATION [NOT USED] 15 3.6 RE -INSTALLATION [NOT USED] 16 3.7 FIELD [oR] SITE QUALITY CONTROL [NOT USED] 17 3.8 SYSTEM STARTUP [NOT USED] 18 3.9 ADJUSTING [NOT USED] 19 3.10 CLEANING [NOT USED] 20 3.11 CLOSEOUT ACTIVITIES [NOT USED] 21 3.12 PROTECTION [NOT USED] 22 3.13 MAINTENANCE [NOT USED] 23 3.14 ATTACHMENTS [NOT USED] 24 END OF SECTION 25 26 DATE Revision Log NAME SUMMARY OF CHANGE CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 CONCRETE RESTORATION (2013-10) GG01-537110-0202002 024113-1 SELECTIVE SITE DEMOLITION Page 1 of 5 1 SECTION 02 41 13 2 SELECTIVE SITE DEMOLITION 3 PART 1 - GENERAL 4 1.1 SUMMARY 5 A. Section Includes 6 1. Removing sidewalks and steps. 7 2. Removing ADA ramps and landings. 8 3. Removing driveways. 9 4. Removing fences. 10 5. Removing guardrail 11 6. Removing retaining walls (less than 4 feet tall). 12 7. Removing mailboxes. 13 8. Removing rip rap. 14 9. Removing miscellaneous concrete structures including porches and foundations. 15 10. Disposal of removed materials. 16 B. Standard Details 17 1. Paving Removal and Selective Site Demolition — Removal Pay Limits 18 C. Deviations from City of Fort Worth Standards 19 1. None 20 D. Related Specification Sections include but are not necessarily limited to 21 1. Division 0 - Bidding Requirements, Contract Forms, and Conditions of the 22 Contract. 23 2. Division 1 - General Requirements. 24 3. Section 31 23 23 - Fill. 25 1.2 PRICE AND PAYMENT PROCEDURES 26 A. Measurement and Payment 27 1. Measurement: 28 a. Remove Sidewalk: measure by square foot. 29 b. Remove Steps: measure by the square foot as seen in the plan view only. 30 c. Remove ADA Ramp: measure by each. 31 d. Remove Driveway: measure by the square foot by type. 32 e. Remove Fence: measure by the linear foot. 33 f. Remove Guardrail: measure by the linear foot along the face of the rail in place 34 including metal beam guard fence transitions and single guard rail terminal 35 sections from the center of end posts. 36 g. Remove Retaining Wall (less than 4 feet tall): measure by the linear foot 37 h. Remove Mailbox: measure by each. 38 i. Remove Rip Rap: measure by the square foot. 39 j. Remove Miscellaneous Concrete Structure: measure by the lump sum. 40 2. Payment: CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 CONCRETE RESTORATION (2013-10) GG01-537110-0202002 02 41 13 - 2 SELECTIVE SITE DEMOLITION Page 2 of 5 1 a. Remove Sidewalk: full compensation for saw cutting, removal, hauling, 2 disposal, tools, equipment, labor and incidentals needed to execute work. 3 Sidewalk adjacent to or attached to retaining wall (including sidewalk that acts 4 as a wall footing) shall be paid as sidewalk removal. 5 b. Remove Steps: full compensation for saw cutting, removal, hauling, disposal, 6 tools, equipment, labor and incidentals needed to execute work. 7 c. Remove ADA Ramp and landing: full compensation for saw cutting, removal, 8 hauling, disposal, tools, equipment, labor and incidentals needed to execute 9 work. Work includes ramp landing removal. 10 d. Remove Driveway: full compensation for saw cutting, removal, hauling, 11 disposal, tools, equipment, labor and incidentals needed to remove improved 12 driveway by type. 13 e. Remove Fence: full compensation for removal, hauling, disposal, tools, 14 equipment, labor and incidentals needed to remove fence. 15 f. Remove Guardrail: full compensation for removing materials, loading, hauling, 16 unloading, and storing or disposal; furnishing backfill material; backfilling the 17 postholes; and equipment, labor, tools, and incidentals. 18 g. Remove Retaining Wall (less than 4 feet tall): full compensation for saw 19 cutting, removal, hauling, disposal, tools, equipment, labor and incidentals 20 needed to execute work. Sidewalk adjacent to or attached to retaining wall 21 (including sidewalk that acts as a wall footing) shall be paid as sidewalk 22 removal. 23 h. Remove Mailbox: full compensation for removal, hauling, disposal, tools, 24 equipment, labor and incidentals needed to execute work. 25 i. Remove Rip Rap: full compensation for saw cutting, removal, hauling, 26 disposal, tools, equipment, labor and incidentals needed to execute work. 27 j. Remove Miscellaneous Concrete Structure: full compensation for saw cutting, 28 removal, hauling, disposal, tools, equipment, labor and incidentals needed to 29 execute work. 30 1.3 REFERENCES 31 A. Definitions 32 1. Improved Driveway: Driveway constructed of concrete, asphalt paving or brick unit 33 pavers. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 CONCRETE RESTORATION (2013-10) GG01-537110-0202002 024113-3 SELECTIVE SITE DEMOLITION Page 3 of 5 1 1.4 ADMINISTRATIVE REQUIREMENTS [NOT USED] 2 1.5 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 [NOT USED] 12 2.2 MATERIALS 13 A. Fill Material: See Section 31 23 23. 14 2.3 ACCESSORIES [NOT USED] 15 2.4 SOURCE QUALITY CONTROL [NOT USED] 16 PART 3 - EXECUTION 17 3.1 INSTALLERS [NOT USED] 18 3.2 EXAMINATION [NOT USED] 19 3.3 PREPARATION [NOT USED] 20 3.4 REMOVAL 21 A. Remove Sidewalk 22 1. Remove sidewalk to nearest existing dummy, expansion or construction joint. 23 2. Sawcut when removing to nearest joint is not practical. See 3.4.K. 24 B. Remove Steps 25 1. Remove step to nearest existing dummy, expansion or construction joint. 26 2. Sawcut when removing to nearest joint is not practical. See 3.4.K. 27 C. Remove ADA Ramp 28 1. Sawcut existing curb and gutter and pavement prior to wheel chair ramp removal. 29 See 3.4.K. 30 2. Remove ramp to nearest existing dummy, expansion or construction joint on 31 existing sidewalk. 32 D. Remove Driveway 33 1. Sawcut existing drive, curb and gutter and pavement prior to drive removal. See 34 3.4.K. 35 2. Remove drive to nearest existing dummy, expansion or construction joint. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 CONCRETE RESTORATION (2013-10) GG01-537110-0202002 024113-4 SELECTIVE SITE DEMOLITION Page 4 of 5 1 3. Sawcut when removing to nearest joint is not practical. See 3.4.K. 2 4. Remove adjacent sidewalk to nearest existing dummy, expansion or construction 3 joint on existing sidewalk. 4 E. Remove Fence 5 1. Remove all fence components above and below ground and backfill with acceptable 6 fill material. 7 2. Use caution in removing and salvaging fence materials. 8 3. Salvaged materials may be used to reconstruct fence as approved by City or as 9 shown on plans. 10 4. CONTRACTOR responsible for keeping animals (livestock, pets, etc.) within the 11 fenced areas during construction operation and while removing fences. 12 F. Remove Guardrail 13 1. Remove rail elements in original lengths. 14 2. Remove fittings from the posts and the metal rail and then pull the posts. 15 3. Do not mar or damage salvageable materials during removal. 16 4. Completely remove posts and any concrete surrounding the posts. 17 5. Furnish backfill material and backfill the hole with material equal in composition 18 and density to the surrounding soil unless otherwise directed. 19 6. Cut off or bend down eyebolts anchored to the dead man to an elevation at least 1- 20 foot below the new subgrade elevation and leave in place along with the dead man. 21 G. Remove Retaining Wall (less than 4 feet tall) 22 1. Remove wall to nearest existing joint. 23 2. Sawcut when removing to nearest joint is not practical. See 3.4.K. 24 3. Removal includes all components of the retaining wall including footings. 25 4. Sidewalk adjacent to or attached to retaining wall: See 3.4.A 26 H. Remove Mailbox 27 1. Salvage existing materials for reuse. Mailbox materials may need to be used for 28 reconstruction. 29 I. Remove Rip Rap 30 1. Remove rip rap to nearest existing dummy, expansion or construction joint. 31 2. Sawcut when removing to nearest joint is not practical. See 3.4.K. 32 J. Remove Miscellaneous Concrete Structure 33 1. Remove portions of miscellaneous concrete structures including foundations and 34 slabs that do not interfere with proposed construction to 2 feet below the finished 35 ground line. 36 2. Cut reinforcement close to the portion of the concrete to remain in place. 37 3. Break or perforate the bottom of structures to remain to prevent the entrapment of 38 water. 39 K. Sawcut 40 1. Sawing Equipment 41 a. Power -driven CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 CONCRETE RESTORATION (2013-10) 0001-537110-0202002 024113-5 SELECTIVE SITE DEMOLITION Page 5 of 5 1 b. Manufactured for the purpose of sawing pavement 2 c. In good operating condition 3 d. Shall not spall or fracture the pavement to the removal area 4 2. Sawcut perpendicular to the surface completely through existing pavement. 5 3.5 REPAIR [NOT USED] 6 3.6 RE -INSTALLATION [NOT USED] 7 3.7 SITE QUALITY CONTROL [NOT USED] 8 3.8 SYSTEM STARTUP [NOT USED] 9 3.9 ADJUSTING [NOT USED] 10 3.10 CLEANING [NOT USED] 11 3.11 CLOSEOUT ACTIVITIES [NOT USED] 12 3.12 PROTECTION [NOT USED] 13 3.13 MAINTENANCE [NOT USED] 14 3.14 ATTACHMENTS [NOT USED] 15 END OF SECTION 16 17 Revision Log DATE NAME SUMMARY OF CHANGE CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 CONCRETE RESTORATION (2013-10) GG01-537110-0202002 024115-1 PAVING REMOVAL Page 1 of 6 1 SECTION 02 41 15 2 PAVING REMOVAL 3 PART 1 - GENERAL 4 1.1 SUMMARY 5 A. Section Includes 6 1. Removing concrete paving, asphalt paving and brick paving. 7 2. Removing concrete curb and gutter. 8 3. Removing concrete valley gutter. 9 4. Milling roadway paving. 10 5. Pulverization of existing pavement. 11 6. Disposal of removed materials. 12 B. Deviations from City of Fort Worth Standards 13 1. None 14 C. Related Specification Sections include but are not necessarily limited to 15 1. Division 0 - Bidding Requirements, Contract Forms, and Conditions of the 16 Contract. 17 2. Division 1 - General Requirements 18 3. Section 32 11 33 - Cement Treated Base Course 19 1.2 PRICE AND PAYMENT PROCEDURES 20 A. Measurement and Payment 21 1. Measurement 22 a. Remove Concrete Paving: measure by the square yard from back-to-back of 23 curbs. 24 b. Remove Asphalt Paving: measure by the square yard between the lips of 25 gutters. 26 c. Remove Brick Paving: measure by the square yard. 27 d. Remove Concrete Curb and Gutter: measure by the linear foot. 28 e. Remove Concrete Valley Gutter: measure by the square yard 29 f. Wedge Milling: measure by the square yard for varying thickness. 30 g. Surface Milling: measure by the square yard for varying thickness. 31 h. Butt Milling: measured by the linear foot. 32 i. Pavement Pulverization: measure by the square yard. 33 j. Remove Speed Cushion: measure by each. 34 2. Payment 35 a. Remove Concrete Paving: full compensation for saw cutting, removal, hauling, 36 disposal, tools, equipment, labor and incidentals needed to execute work. 37 b. Remove Asphalt Paving: full compensation for saw cutting, removal, hauling, 38 disposal, tools, equipment, labor and incidentals needed to execute work. 39 c. Remove Brick Paving: full compensation for saw cutting, removal, salvaging, 40 cleaning, hauling, disposal, tools, equipment, labor and incidentals needed to 41 execute work. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 CONCRETE RESTORATION (2013-10) GG01-537110-0202002 024115-2 PAVING REMOVAL Page 2 of 6 1 d. Remove Concrete Curb and Gutter: full compensation for saw cutting, removal, 2 hauling, disposal, tools, equipment, labor and incidentals needed to execute 3 work. 4 e. Remove Concrete Valley Gutter: full compensation for saw cutting, removal, 5 hauling, disposal, tools, equipment, labor and incidentals needed to execute 6 work. 7 f. Wedge Milling: full compensation for all milling, hauling milled material to 8 salvage stockpile or disposal, tools, labor, equipment and incidentals necessary 9 to execute the work. 10 g. Surface Milling: full compensation for all milling, hauling milled material to 11 salvage stockpile or disposal, tools, labor, equipment and incidentals necessary 12 to execute the work. 13 h. Butt Milling: full compensation for all milling, hauling milled material to 14 salvage stockpile or disposal, tools, labor, equipment and incidentals necessary 15 to execute the work. 16 i. Pavement Pulverization: full compensation for all labor, material, equipment, 17 tools and incidentals necessary to pulverize, remove and store the pulverized 18 material, undercut the base, mixing, compaction, haul off, sweep, and dispose 19 of the undercut material. 20 j. Remove speed cushion: full compensation for removal, hauling, disposal, 21 tools, equipment, labor, and incidentals needed to execute the work. 22 k. No payment for saw cutting of pavement or curbs and gutters will be made 23 under this section. Include cost of such work in unit prices for items listed in 24 bid form requiring saw cutting. 25 1. No payment will be made for work outside maximum payment limits indicated 26 on plans, or for pavements or structures removed for CONTRACTOR's 27 convenience. 28 1.3 REFERENCES 29 A. ASTM International (ASTM): 30 a. D698, Standard Test Methods for Laboratory Compaction Characteristics of 31 Soil Using Standard Effort (12 400 ft-lbf/ft3 (600 kN-m/m3)) CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 CONCRETE RESTORATION (2013-10) GG01-537110-0202002 024115-3 PAVING REMOVAL Page 3 of 6 1 1.4 ADMINISTRATIVE REQUIREMENTS [NOT USED] 2 1.5 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 CONDITIONS [NOT USED] 9 1.12 WARRANTY [NOT USED] 10 PART 2 - PRODUCTS 11 2.1 OWNER -FURNISHED PRODUCTS [NOT USED] 12 2.2 EQUIPMENT [NOT USED] 13 2.3 ACCESSORIES [NOT USED] 14 2.4 SOURCE QUALITY CONTROL [NOT USED] 15 PART 3 - EXECUTION 16 3.1 EXAMINATION [NOT USED] 17 3.2 INSTALLERS [NOT USED] 18 3.3 PREPARATION 19 A. General: 20 1. Mark paving removal limits for City approval prior to beginning removal. 21 2. Identify known utilities below grade - Stake and flag locations. 22 3.4 PAVEMENT REMOVAL 23 A. General. 24 1. Exercise caution to minimize damage to underground utilities. 25 2. Minimize amount of earth removed. 26 3. Remove paving to neatly sawed joints. 27 4. Use care to prevent fracturing adjacent, existing pavement. 28 B. Sawing 29 1. Sawing Equipment. 30 a. Power -driven. 31 b. Manufactured for the purpose of sawing pavement. 32 c. In good operating condition. 33 d. Shall not spall or fracture the pavement structure' adjacent to the removal area. 34 2. Sawcut perpendicular to the surface to full pavement depth, parallel and 35 perpendicular to existing joint. 36 3. Sawcut parallel to the original sawcut in square or rectangular fashion. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 CONCRETE RESTORATION (2013-10) GG01-537110-0202002 024115-4 PAVING REMOVAL Page 4 of 6 1 4. If a sawcut falls within 5 feet of an en existing dummy joint, construction joint, saw 2 joint, cold joint, expansion joint, edge of paving or gutter lip, remove paving to that 3 joint, edge or lip. 4 5. If a pavement edge of a cut is damaged subsequent to saw cutting, saw to a new, 5 neat, straight line for the purpose of removing the damaged area. 6 C. Remove Concrete Paving and Concrete Valley Gutter 7 1. Sawcut: See 3.4.B. 8 2. Remove concrete to the nearest expansion joint or vertical saw cut. 9 D. Remove Concrete Curb and Gutter 10 1. Sawcut: See 3.4.B. 11 2. Minimum limits of removal: 30 inches in length. 12 E. Remove Asphalt Paving 13 1. Sawcut: See 3.4.B. 14 2. Remove pavement without disturbing the base material. 15 3. When shown on the plans or as directed, stockpile materials designated as 16 salvageable at designated sites. 17 4. Prepare stockpile area by removing vegetation and trash and by providing for 18 proper drainage. 19 F. Milling 20 1. General: 21 a. Mill surfaces to the depth shown in the plans or as directed. 22 b. Do not damage or disfigure adjacent work or existing surface improvements. 23 c. If milling exposes smooth underlying pavement surfaces, mill the smooth 24 surface to make rough. 25 d. Provide safe temporary transition where vehicles or pedestrians must pass over 26 the milled edges. 27 e. Remove excess material and clean milled surfaces. 28 f. Stockpiling of planed material will not be permitted within the right of way 29 unless approved by the City. 30 g. If the existing base is brick and cannot be milled, remove a 5 foot width of the 31 existing brick base. See 3.3.G. for brick paving removal. 32 2. Milling Equipment 33 a. Power operated milling machine capable of removing, in one pass or two 34 passes, the necessary pavement thickness in a five-foot minimum width. 35 b. Self-propelled with sufficient power, traction and stability to maintain accurate 36 depth of cut and slope. 37 c. Equipped with an integral loading and reclaiming means to immediately 38 remove material cut from the surface of the roadway and discharge the cuttings 39 into a truck, all in one operation. 40 d. Equipped with means to control dust created by the cutting action. 41 e. Equipped with a manual system providing for uniformly varying the depth of 42 cut while the machine is in motion making it possible to cut flush to all inlets, 43 manholes, or other obstructions within the paved area. 44 f. Variable Speed in order to leave the specified grid pattern. 45 g. Equipped to minimize air pollution. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 CONCRETE RESTORATION (2013-10) GGO1-537110-0202002 024115-5 PAVING REMOVAL Page 5 of 6 1 3. Wedge Milling and Surface Milling 2 a. Wedge Mill existing asphalt, concrete or brick pavement from the lip of gutter 3 at a depth of 2 inches and transitioning to match the existing pavement (0-inch 4 cut) at a minimum width of 5 feet. 5 b. Surface Mill existing asphalt pavement to the depth specified, 6 c. Provide a milled surface that provides a uniform surface free from gouges, 7 ridges, oil film, and other imperfections of workmanship with a uniform 8 textured appearance. 9 d. In all situations where the existing H.M.A.C. surface contacts the curb face, the 10 wedge milling includes the removal of the existing asphalt covering the gutter 11 up to and along the face of curb. 12 e. Perform wedge or surface milling operation in a continuous manner along both 13 sides of the street or as directed. 14 4. Butt Joint Milling 15 a. Mill butt joints into the existing surface, in association with the wedge milling 16 operation. 17 b. Butt joint will provide a full width transition section and a constant depth at the 18 point where the new overlay is terminated. 19 c. Typical locations for butt joints are at all beginning and ending points of streets 20 where paving material is removed. Prior to the milling of the butt joints, 21 consult with the City for proper location and limits of these joints. 22 d. Butt Milled joints are required on both sides of all railroad tracks and concrete 23 valley gutters, bridge decks and culverts and all other items which transverse 24 the street and end the continuity of the asphalt surface. 25 e. Make each butt joint 20 feet long and milled out across the full width of the 26 street section to a tapered depth of 2 inch. 27 f. Taper the milled area within the 20-feet to a depth from 0-inch to 2-inch at a 28 line adjacent to the beginning and ending points or intermediate transverse 29 items. 30 g. Provide a temporary wedge of asphalt at all butt joints to provide a smooth ride 31 over the bump. 32 G. Remove Brick Paving 33 1. Remove masonry paving units to the limits specified in the plans or as directed by 34 the City. 35 2. Salvage existing bricks for re -use, clean, palletize, and deliver to the City Stock pile 36 yard at 3300 Yuma Street or as directed. 37 H. Pavement Pulverization 38 1. Pulverization 39 a. Pulverize the existing pavement to depth of 8 inches. See Section 32 11 33. 40 b. Temporarily remove and store the 8-inch deep pulverized material, then cut the 41 base 2 inches. 42 c. Start 2-inch base cut at a depth of 8 inches from the existing pulverized surface. 43 2. Cement Application 44 a. Use 3.5% Portland cement. 45 b. See Section 32 11 33. 46 3. Mixing: see Section 32 11 33. 47 4. Compaction: see Section 32 11 33. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 CONCRETE RESTORATION (2013-10) GG01-537110-0202002 02 41 15 - 6 PAVING REMOVAL Page 6 of 6 1 5. Finishing: see Section 32 11 33. 2 6. Curing: see Section 32 11 33. 3 7. If the existing pavement has a combination of 10 inches of H.M.A.C. and crushed 4 stone/gravel: 5 a. Undercut not required 6 b. Pulverize 10 inches deep. 7 c. Remove 2-inch the total pulverized amount. 8 I. Remove speed cushion 9 1. Scrape or sawcut speed cushion from existing pavement without damaging existing 10 pavement. 11 3.5 REPAIR [NOT USED] 12 3.6 RE -INSTALLATION [NOT USED] 13 3.7 FIELD QUALITY CONTROL [NOT USED] 14 3.8 SYSTEM STARTUP [NOT USED] 15 3.9 ADJUSTING [NOT USED] 16 3.10 CLEANING [NOT USED] 17 3.11 CLOSEOUT ACTIVITIES [NOT USED] 18 3.12 PROTECTION [NOT USED] 19 3.13 MAINTENANCE [NOT USED] 20 3.14 ATTACHMENTS [NOT USED] 21 END OF SECTION 22 23 Revision Log DATE NAME SUMMARY OF CHANGE CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 CONCRETE RESTORATION (2013-10) GG01-537110-0202002 312316-1 UNCLASSIFIED EXCAVATION Page 1 of 4 1 SECTION 3123 16 2 UNCLASSIFIED EXCAVATION 3 PART 1 - GENERAL 4 1.1 SUMMARY 5 A. Section Includes: 6 1. Excavate areas as shown on the Drawings or as directed. Removal of materials 7 encountered to the lines, grades, and typical sections shown on the Drawings and 8 removal from site. Excavations may include construction of 9 a. Roadways 10 b. Drainage Channels 11 c. Site Excavation 12 d. Excavation for Structures 13 e. Or any other operation evolving the excavation of on -site materials. 14 B. Deviations from this City of Fort Worth Standard Specification 15 1. None. 16 C. Related Specification Sections include, but are not necessarily limited to: 17 1. Division 0 — Bidding Requirements, Contract Forms and Conditions of the Contract 18 2. Division 1 — General Requirements 19 3. Section 31 24 00 — Embankments 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 cubic yard in its final position using 24 the average end area method. Limits of measurement is shown on the Drawings 25 b. When measured by the cubic yard in its final position, this is a plans quantity 26 measurement Item. The quantity to be paid is the quantity shown in the 27 proposal, unless modified by Article 11.04 of the General Conditions. 28 Additional measurements or calculations will be made if adjustments of 29 quantities are required. 30 2. Payment 31 a. The work performed and materials furnished in accordance with this Item and 32 measured as provided under "Measurement" will be paid for at the unit price 33 bid per cubic yard of "Unclassified Excavation". No additional compensation 34 will be allowed for rock or shrinkage or swell factors as these are the 35 Contractor's responsibility. 36 3. The price bid shall include: 37 a. Excavation 38 b. Excavation Safety 39 c. Drying 40 d. Dust Control 41 e. Reworking or replacing the over excavated material in rock cuts 42 f. Hauling CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 CONCRETE RESTORATION (2013-10) GG01-537110-0202002 312316-2 UNCLASSIFIED EXCAVATION Page 2 of 4 1 g. Disposal of excess material not used elsewhere onsite 2 h. Scarification 3 i. Clean-up 4 1.3 REFERENCES [NOT USED] 5 A. Definitions 6 1. Unclassified Excavation — Without regard to materials, all excavations shall be 7 considered unclassified and shall include all materials excavated. Any reference to 8 Rock or other materials on the Drawings or in the specifications is solely for the 9 City and the Contractor's information and is not to be taken as a classification of 10 the excavation. 11 1.4 ADMINSTRATIVE REQUIREMENTS 12 A. The Contractor will provide the City with a Disposal Letter in accordance to Division 13 01. 14 1.5 SUBMITTALS [NOT USED] 15 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED] 16 1.7 CLOSEOUT SUBMITTALS [NOT USED] 17 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 18 1.9 QUALITY ASSURANCE 19 A. Excavation Safety 20 1. The Contractor shall be solely responsible for making all excavations in a safe 21 manner. 22 2. All excavation and related sheeting and bracing shall comply with the requirements 23 of OSHA excavation safety standards 29 CFR part 1926 and state requirements. 24 1.10 DELIVERY, STORAGE, AND HANDLING 25 A. Storage 26 1. Within Existing Rights -of -Way (ROW) 27 a. Soil may be stored within existing ROW, easements or temporary construction 28 easements, unless specifically disallowed in the Contract Documents. 29 b. Do not block drainage ways, inlets or driveways. 30 c. Provide erosion control in accordance with Section 31 25 00. 31 d. When the Work is perfoiined in active traffic areas, store materials only in 32 areas barricaded as provided in the traffic control plans. 33 e. In non -paved areas, do not store material on the root zone of any trees or in 34 landscaped areas. 35 2. Designated Storage Areas 36 a. If the Contract Documents do not allow the storage of spoils within the ROW, 37 easement or temporary construction easement, then secure and maintain an 38 adequate storage location. 39 b. Provide an affidavit that rights have been secured to store the materials on 40 private property. 41 c. Provide erosion control in accordance with Section 31 25 00. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 CONCRETE RESTORATION (2013-10) GG01-537110-0202002 31 23 16 -3 UNCLASSIFIED EXCAVATION Page 3 of 4 1 d. Do not block drainage ways. 2 1.11 FIELD CONDITIONS 3 A. Existing Conditions 4 1. Any data which has been or may be provided on subsurface conditions is not 5 intended as a representation or warranty of accuracy or continuity between soils. It 6 is expressly understood that neither the City nor the Engineer will be responsible 7 for interpretations or conclusions drawn there from by the Contractor. 8 2. Data is made available for the convenience of the Contractor. 9 1.12 WARRANTY [NOT USED] 10 PART 2 - PRODUCTS [NOT USED] 11 2.1 OWNER -FURNISHED [NOT USED] 12 2.2 PRODUCT TYPES AND MATERIALS 13 A. Materials 14 1. Unacceptable Fill Material 15 a. In -situ soils classified as ML, MH, PT, OL or OH in accordance with ASTM 16 D2487 17 PART 3 - EXECUTION 18 3.1 INSTALLERS [NOT USED] 19 3.2 EXAMINATION [NOT USED] 20 3.3 PREPARATION [NOT USED] 21 3.4 CONSTRUCTION 22 A. Accept ownership of unsuitable or excess material and dispose of material off -site 23 accordance with local, state, and federal regulations at locations. 24 B. Excavations shall be performed in the dry, and kept free from water, snow and ice 25 during construction with eh exception of water that is applied for dust control. 26 C. Separate Unacceptable Fill Material from other materials, remove from the Site and 27 properly dispose according to disposal plan. 28 D. Maintain drainage in the excavated area to avoid damage to the roadway sections and 29 proposed or existing structures. 30 E. Correct any damage to the subgrade caused by weather, at no additional cost to the 31 City. 32 F. Shape slopes to avoid loosening material below or outside the proposed grades. 33 Remove and dispose of slides as directed. 34 G. Rock Cuts 35 1. Excavate to finish grades. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 CONCRETE RESTORATION (2013-10) GG01-537110-0202002 31 23 16 -4 UNCLASSIFIED EXCAVATION Page 4 of 4 1 2. In the event of over excavation due to contractor error below the lines and grades 2 established in the Drawings, use approved embankment material compacted in 3 accordance with Section 31 24 00 to replace the over excavated at no additional 4 cost to City. 5 H. Earth Cuts 6 1. Excavate to finish subgrade 7 2. In the event of over excavation due to contractor error below the lines and grades 8 established in the Drawings, use approved embankment material compacted in 9 accordance with Section 31 24 00 to replace the over excavated at no additional 10 cost to City. 11 3. Manipulate and compact subgrade in accordance with Section 31 24 00. 12 3.5 REPAIR [NOT USED] 13 3.6 RE -INSTALLATION [NOT USED] 14 3.7 FIELD QUALITY CONTROL 15 A. Subgrade Tolerances 16 1. Excavate to within 0.1 foot in all directions. 17 2. In areas of over excavation, Contractor provides fill material approved by the City 18 at no expense to the City. 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 END OF SECTION 28 29 Revision Log DATE NAME SUMMARY OF CHANGE CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 CONCRETE RESTORATION (2013-10) GG01-537110-0202002 321123-1 FLEXIBLE BASE COURSES Page 1 of 7 1 SECTION 32 1123 2 FLEXIBLE BASE COURSES 3 PART 1 - GENERAL 4 1.1 SUMMARY 5 A. Section Includes 6 1. Foundation course for surface course or for other base course composed of flexible 7 base constructed in one or more courses in conformity with the typical section. 8 9 10 11 12 13 B. Deviations from City of Fort Worth Standards 14 C. 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 1— General Requirements 18 1.2 PRICE AND PAYMENT PROCEDURES 19 A. Measurement and Payment 20 1. Measurement: measured by the square CUBIC yard of the required depth per plan 21 of completed flexible base course by type and gradation. 22 2. Payment: based on the work performed and materials placed and includes full 23 compensation for: 24 a. preparation and correction of subgrade 25 b. furnishing of material 26 c. hauling 27 d. blading 28 e. sprinlding 29 f. compacting 30 g. EXCAVATION AND HAULING REQUIRE TO PLACE FLEXIBLE BASE 31 COURSE 32 h. and furnishing all labor and equipment necessary to complete the work. 33 1.3 REFERENCES 34 A. Definitions 35 1. RAP — Recycled Asphalt Pavement. 36 B. Reference Standards 37 1. Reference standards cited in this specification refer to the current reference standard 38 published at the time of the latest revision date logged at the end of this 39 specification, unless a date is specifically cited. 40 2. ASTM International (ASTM): CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 CONCRETE RESTORATION (2013-10) GG01-537110-0202002 32 11 23 - 2 FLEXIBLE BASE COURSES Page 2 of 7 1 a. D698, Standard Test Methods for Laboratory Compaction Characteristics of 2 Soil Using Standard Effort (12 400 ft-lbf7ft3 (600 kN-m/m3)) 3 3. Texas Department of Transportation (TXDOT): 4 a. Tex-104-E, Determining Liquid Limits of Soils 5 b. Tex-106-E, Calculating the Plasticity Index of Soils 6 c. Tex-107-E, Determining the Bar Linear Shrinkage of Soils 7 d. Tex-110-E, Particle Size Analysis of Soils 8 e. Tex-116-E, Ball Mill Method for Determining the Disintegration of Flexible 9 Base Material 10 f. Tex-117-E, Triaxial Compression for Disturbed Soils and Base Materials 11 g. Tex-411-A, Soundness of Aggregate Using Sodium Sulfate or Magnesium 12 Sulfate 13 h. Tex-413-A, Determining Deleterious Material in Mineral Aggregate 14 1.4 ADMINISTRATIVE REQUIREMENTS [NOT USED] 15 1.5 ACTION SUBMITTALS [NOT USED] 16 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED] 17 1.7 CLOSEOUT SUBMITTALS [NOT USED] 18 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 19 1.9 QUALITY ASSURANCE [NOT USED] 20 1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED] 21 1.11 FIELD [SITE] CONDITIONS [NOT USED] 22 1.12 WARRANTY [NOT USED] 23 PART 2 - PRODUCTS [NOT USED] 24 2.1 OWNER -FURNISHED PRODUCTS [NOT USED] 25 2.2 MATERIALS 26 A. General 27 1. Furnish uncontaminated materials of uniform quality that meet the requirements of 28 the plans and specifications. 29 2. Obtain materials from approved sources. 30 3. Notify City of changes to material sources. 31 4. The City may sample and test project materials at any time before compaction 32 throughout the duration of the project to assure specification compliance. 33 B. Aggregate 34 1. Furnish aggregate of the type and grade shown on the plans and conforming to the 35 requirements of Table 1. 36 2. Each source must meet Table 1 requirements for liquid limit, plastiCity index, and 37 wet ball mill for the grade specified. 38 3. Do not use additives such as but not limited to lime, cement, or fly ash to modify 39 aggregates to meet the requirements of Table 1, unless shown on the plans. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 CONCRETE RESTORATION (2013-10) GG01-537110-0202002 32 11 23 - 3 FLEXIBLE BASE COURSES 1 2 3 Table 1 Material Requirements Property Test Method Grade 1 Master gradation sieve size (% retained) 2-1/2 in. — 1-3/4 in. 0 7/8 in. Tex-110-E 10-35 3/8 in. 30-50 No. 4 45-65 45-75 No. 40 70-85 60-85 Liquid limit, % max.' Tex-104-E 1 35 40 PlastiCity index, max.' Tex-106-E 10 12 Wet ball mill, % max? ( 40 45 Wet ball mill, % max. Tex-116-E increase passing the 20 20 No. 40 sieve Classification' 1.0 1.1-2.3 Min. compressive strength', psi Tex-117-E lateral pressure 0 psi 45 35 lateral pressure 15 psi 175 175 1. Determine plastic index in accordance with Tex-107-E (linear shrinkage) when liquid limit is unattainable as defined in Tex-104-E. 2. When a soundness value is required by the plans, test material in accordance with Tex-411-A. 3. Meet both the classification and the minimum compressive strength, unless otherwise shown on the plans. Grade 2 0 0-10 Page 3 of 7 4 5 4. Material Tolerances: 6 a) The City may accept material if no more than 1 of the 5 most recent gradation 7 tests has an individual sieve outside the specified limits of the gradation. 8 b) When target grading is required by the plans, no single failing test may exceed 9 the master grading by more than 5 percentage points on sieves No. 4 and larger 10 or 3 percentage points on sieves smaller than No. 4. 11 c) The City may accept material if no more than 1 of the 5 most recent plasticity 12 index tests is outside the specified limit. No single failing test may exceed the 13 allowable limit by more than 2 points. 14 5. Material Types 15 a) Do not use fillers or binders unless approved. 16 b) Furnish the type specified on the plans in accordance with the following: 17 1) Type A 18 a) Crushed stone produced and graded from oversize quarried aggregate 19 that originates from a single, naturally occurring source. 20 b) Do not use gravel or multiple sources. 21 2) Type B 22 a) Only for use as base material for temporary pavement repairs. 23 b) Do not exceed 20% RAP by weight unless shown on plans. 24 3) Type D 25 a) Type A material or crushed concrete. 26 b) Crushed concrete containing gravel will be considered Type D 27 material. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 CONCRETE RESTORATION (2013-10) GG01-537110-0202002 32 11 23 - 4 FLEXIBLE BASE COURSES Page 4 of 7 1 c) The City may require separate dedicated stockpiles in order to verify 2 compliance. 3 d) Crushed concrete must meet the following requirements: 4 (1) Table 1 for the grade specified. 5 (2) Recycled materials must be free from reinforcing steel and other 6 objectionable material and have at most 1.5 percent deleterious 7 material when tested in accordance with TEX-413-A. 8 C. Water 9 1. Furnish water free of industrial wastes and other objectionable matter. 10 2.3 ACCESSORIES [NOT USED] 11 2.4 SOURCE QUALITY CONTROL [NOT USED] 12 PART 3 - EXECUTION 13 3.1 INSTALLERS [NOT USED] 14 3.2 EXAMINATION [NOT USED] 15 3.3 PREPARATION 16 A. General 17 1. Shape the subgrade or existing base to conform to the typical sections shown on the 18 plans or as directed. 19 2. When new base is required to be mixed with existing base: 20 a. Deliver, place, and spread the new flexible base in the required amount. 21 b. Manipulate and thoroughly mix the new base with existing material to provide 22 a uniform mixture to the specified depth before shaping. 23 B. Subgrade Compaction 24 1. Proof roll the roadbed before pulverizing or scarifying in accordance with the 25 following: 26 a. Proof Rolling 27 1) City Project Representative must be on -site during proof rolling operations. 28 2) Use equipment that will apply sufficient load to identify soft spots that rut 29 or pump. 30 (1) Acceptable equipment includes fully loaded single -axle water truck 31 with a 1500 gallon capacity. 32 3) Make at least 2 passes with the proof roller (down and back = 1 pass). 33 4) Offset each trip by at most 1 tire width. 34 5) If an unstable or non -uniform area is found, correct the area. 35 b. Correct 36 1) Soft spots that rut or pump greater than 3/4 inch. 37 2) Areas that are unstable or non -uniform. 38 2. Installation of base material cannot proceed until compacted subgrade approved by 39 the City. 40 3.4 INSTALLATION 41 A. General CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 CONCRETE RESTORATION (2013-10) GG01-537110-0202002 321123-5 FLEXIBLE BASE COURSES Page 5 of 7 1 1. Construct each layer uniformly, free of loose or segregated areas, and with the 2 required density and moisture content. 3 2. Provide a smooth surface that conforms to the typical sections, lines, and grades 4 shown on the plans or as directed. 5 3. Haul approved flexible base in clean, covered trucks. 6 B. Equipment 7 1. General: Provide machinery, tools, and equipment necessary for proper execution 8 of the work. 9 2. Rollers: 10 a. The CONTRACTOR may use any type of roller to meet the production rates 11 and quality requirements of the Contract unless otherwise shown on the plans 12 or directed. 13 b. When specific types of equipment are required, use equipment that meets the 14 specified requirements. 15 c. Alternate Equipment. 16 1) Instead of the specified equipment, the CONTRACTOR may, as approved, 17 operate other compaction equipment that produces equivalent results. 18 2) Discontinue the use of the alternate equipment and furnish the specified 19 equipment if the desired results are not achieved. 20 d. City may require CONTRACTOR to substitute equipment if production rate 21 and quality requirements of the Contract are not met. 22 C. Placing 23 1. Spread and shape flexible base into a uniform layer by approved means the same 24 day as delivered unless otherwise approved. 25 2. Place material such that it is mixed to minimize segregation. 26 3. Construct layers to the thickness shown on the plans, while maintaining the shape 27 of the course. 28 4. Where subbase or base course exceeds 6 inches in thickness, construct in two or 29 more courses of equal thickness. 30 5. Minimum lift depth: 3 inches. 31 6. Control dust by sprinlding. 32 7. Correct or replace segregated areas as directed. 33 8. Place successive base courses and fmish courses using the same construction 34 methods required for the first course. 35 D. Compaction 36 1. General: 37 a. Compact using density control unless otherwise shown on the plans. 38 b. Multiple lifts are permitted when shown on the plans or approved. 39 c. Bring each layer to the moisture content directed. When necessary, sprinkle the 40 material to the extent necessary to provide not less than the required density. 41 d. Compact the full depth of the subbase or base to the extent necessary to remain 42 firm and stable under construction equipment. 43 2. Rolling. 44 a. Begin rolling longitudinally at the sides and proceed towards the center, 45 overlapping on successive trips by at least 1/2 the width of the roller unit. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 CONCRETE RESTORATION (2013-10) GG01-537110-0202002 321123-6 FLEXIBLE BASE COURSES Page 6 of 7 1 b. On superelevated curves, begin rolling at the low side and progress toward the 2 high side. 3 c. Offset alternate trips of the roller. 4 d. Operate rollers at a speed between 2 and 6 mph as directed. 5 e. Rework, recompact, and refinish material that fails to meet or that loses 6 required moisture, density, stability, or finish before the next course is placed or 7 the project is accepted. 8 f. Continue work until specification requirements are met. 9 g. Proof roll the compacted flexible base in accordance with the following: 10 1) Proof Rolling 11 a) City Project Representative must be on -site during proof rolling 12 operations. 13 b) Use equipment that will apply sufficient load to identify soft spots that 14 rut or pump. 15 (1) Acceptable equipment includes fully loaded single -axle water truck 16 with a 1500 gallon capacity. 17 c) Make at least 2 passes with the proof roller (down and back = 1 pass). 18 d) Offset each trip by at most 1 tire width. 19 e) If an unstable or non -uniform area is found, correct the area. 20 2) Correct 21 a) Soft spots that rut or pump greater than 3/4 inch. 22 b) Areas that are unstable or non-unifoiiu. 23 3. Tolerances 24 a. Maintain the shape of the course by blading. 25 b. Completed surface shall be smooth and in conformity with the typical sections 26 shown on the plans to the established lines and grades. 27 c. For subgrade beneath paving surfaces, correct any deviation in excess of 1/4 28 inch in cross section in length greater than 16 feet measured longitudinally by 29 loosening, adding or removing material. Reshape and recompact by sprinkling 30 and rolling. 31 d. Correct all fractures, settlement or segregation immediately by scarifying the 32 areas affected, adding suitable material as required. Reshape and recompact by 33 sprinkling and rolling. 34 e. Should the subbase or base course, due to any reason, lose the required 35 stability, density and finish before the surfacing is complete, it shall be 36 recompacted at the sole expense of the CONTRACTOR. 37 4. Density Control. 38 a. Minimum Density: 95 percent compaction as determined by ASTM D698. 39 b. Moisture content: minus 2 to plus 4 of optimum. 40 E. Finishing 41 1. After completing compaction, clip, skin, or tight -blade the surface with a 42 maintainer or subgrade trimmer to a depth of approximately 1/4 inch. 43 2. Remove loosened material and dispose of it at an approved location. 44 3. Seal the clipped surface immediately by rolling with an appropriate size pneumatic 45 tire roller until a smooth surface is attained. 46 4. Add small increments of water as needed during rolling. 47 5. Shape and maintain the course and surface in conformity with the typical sections, 48 lines, and grades as shown on the plans or as directed. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 CONCRETE RESTORATION (2013-10) GG01-537110-0202002 321123-7 FLEXIBLE BASE COURSES Page 7 of 7 1 6. In areas where surfacing is to be placed, correct grade deviations greater than 1/4 2 inch in 16 feet measured longitudinally or greater than 1/4 inch over the entire 3 width of the cross-section. 4 7. Correct by loosening, adding, or removing material. 5 8. Reshape and recompact in accordance with 3.4.C. 6 3.5 [REPAIR]/[RESTORATION] [NOT USED] 7 3.6 RE -INSTALLATION [NOT USED] 8 3.7 QUALITY CONTROL 9 A. Density Test 10 1. City to measure density of flexible base course. 11 a. Notify City Project Representative when flexible base ready for density testing. 12 b. Spacing directed by City (1 per block minimum). 13 c. City Project Representative determines location of density testing. 14 3.8 SYSTEM STARTUP [NOT USED] 15 3.9 ADJUSTING [NOT USED] 16 3.10 CLEANING [NOT USED] 17 3.11 CLOSEOUT ACTIVITIES [NOT USED] 18 3.12 PROTECTION [NOT USED] 19 3.13 MAINTENANCE [NOT USED] 20 3.14 ATTACHMENTS [NOT USED] 21 END OF SECTION 22 23 24 25 Revision Log DATE NAME SUMMARY OF CHANGE CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 CONCRETE RESTORATION (2013-10) GG01-537110-0202002 321313-1 CONCRETE PAVING 1 2 3 PART 1 - GENERAL 4 1.1 SUMMARY 5 6 Page 1 of 21 SECTION 3213 13 CONCRETE PAVING A. Section includes finished pavement constructed of portland cement concrete including monolithically poured curb on the prepared subgrade or other base course. 7 B. Standard Details. 8 1. Reinforced Concrete Pavement Construction Details. 9 C. Deviations from City of Fort Worth Standards. 10 11 12 13 14 15 16 17 18 19 20 21 22 23 1. Division 0 - Bidding Requirements, Contract Forms, and Conditions of the Contract. 24 2. Division 1 - General Requirements. 25 3. Section 32 01 29 - Concrete Paving Repair. 26 4. Section 32 13 73 - Concrete Paving Joint Sealants. 27 1.2 PRICE AND PAYMENT PROCEDURES D. Related Specification Sections include but are not necessarily limited to 28 A. Measurement and Payment. 29 1. Measurement: measured by the square yard of completed and accepted pavement in 30 its final position and FOR MONOLITHICALLY POURED CURB measured from 31 back of curb for various classes and thicknesses. 32 2. Payment: based on the work performed and all materials furnished for concrete 33 paving. Subsidiary work and materials include: 34 a. shaping and fine grading the roadbed 35 b. furnishing and applying all water required 36 c. furnishing, loading and unloading, storing, hauling and handling all concrete 37 ingredients including all freight and royalty involved 38 d. mixing, placing, finishing and curing all concrete 39 e. furnishing and installing all reinforcing steel CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 CONCRETE RESTORATION (2013-10) GG01-537110-0202002 32 13 13 -2 CONCRETE PAVING Page 2 of 21 1 f. furnishing all materials and placing longitudinal, warping, expansion, and 2 contraction joints, including all steel dowels, dowel caps and load transmission 3 units required, wire and devices for placing, holding and supporting the steel 4 bar, load transmission units, and joint filler material in the proper position; for 5 coating steel bars where required by the plans 6 g. sealing joints 7 h. monolithically poured curb; TOP OF EXISTING MANHOLES AND WATER 8 VALVE BOX ADJUSTMENTS 9 i. BACKFILLING AND FINISHING GRADE BEHIND CURB INCLUDING 10 TOP SOIL PER SECTION 32 91 19 IF NEEDED 11 j. all manipulations, labor, equipment, appliances, tools, and incidentals necessary 12 to complete the work. 13 1.3 REFERENCES 14 A. Reference Standards. 15 1. Reference standards cited in this specification refer to the current reference standard 16 published at the time of the latest revision date logged at the end of this 17 specification, unless a date is specifically cited. 18 2. ASTM International (ASTM): 19 a. A615/A615M, Deformed and Plain Billet -Steel Bars for Concrete 20 Reinforcement 21 b. C31, Standard Practice for Making and Curing Concrete Test Specimens in the 22 Field 23 c. C33, Concrete Aggregates 24 d. C39, Standard Test Method for Compressive Strength of Cylindrical Concrete 25 Specimens 26 e. C42, Standard Test Method for Obtaining and Testing Drilled Cores and Sawed 27 Beams of Concrete 28 f. C94/C94M, Standard Specifications for Ready -Mixed Concrete 29 g. C150, Portland Cement 30 h. C156, Water Retention by Concrete Curing Materials 31 i. C 172, Standard Practice for Sampling Freshly Mixed Concrete 32 j. C260, Air Entraining Admixtures for Concrete 33 k. C309, Liquid Membrane -Forming Compounds for Curing Concrete, Type 2 34 1. C494, Chemical Admixtures for Concrete, Types "A", "D", "F" and "G" 35 m. C618, Coal Fly Ash and Raw or Calcined Natural Pozzolan for use as a Mineral 36 Admixture in Concrete 37 n. C881, Standard Specification for Epoxy -Resin -Base Bonding Systems for 38 Concrete 39 o. C1064, Standard Test Method for Temperature of Freshly Mixed Hydraulic- 40 Cement Concrete 41 p. C1602, Standard Specification for Mixing Water Used in the Production of 42 Hydraulic Cement Concrete. 43 q. D698, Laboratory Compaction Characteristics of Soil Using Standard Effort 44 (12,400 ft-lbf/ft3) 45 3. American Concrete Institute (ACI): 46 a. ACI 305.1-06 Specification for Hot Weather Concreting 47 b. ACI 306.1-90, Standard Specification for Cold Weather Concreting 48 c. ACI318 CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 CONCRETE RESTORATION (2013-10) GG01-537110-0202002 32 13 13 - 3 CONCRETE PAVING Page 3 of 21 1 1.4 ADMINISTRATIVE REQUIREMENTS [NOT USED] 2 1.5 SUBMITTALS [NOT USED] 3 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS 4 A. Mix Design: submit for approval. See Item 2.4.A. 5 1.7 CLOSEOUT SUBMITTALS [NOT USED] 6 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 7 1.9 QUALITY ASSURANCE [NOT USED] 8 1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED] 9 1.11 FIELD CONDITIONS 10 A. Weather Conditions. 11 1 Place concrete when concrete temperature is between 40 and 100 degrees when 12 measured in accordance with ASTM C1064 at point of placement. 13 2. Hot Weather Concreting 14 a. Take immediate corrective action or cease paving when the ambient 15 temperature exceeds 95 degrees. 16 b. Concrete paving operations shall be approved by the City when the concrete 17 temperature exceeds 100 degrees. See Standard. Specification for Hot Weather 18 Concreting (ACI 305.1-06). 19 3. Cold Weather Concreting 20 a. Do not place when ambient temp in shade is below 40 degrees and falling. 21 Concrete may be placed when ambient temp is above 35 degrees and rising or 22 above 40 degrees. 23 b. Concrete paving operations shall be approved by the City when ambient 24 temperature is below 40 degrees. See Standard Specification for Cold Weather 25 Concreting (ACI 306.1-90). 26 B. Time: Place concrete after sunrise and no later than shall permit the finishing of the 27 pavement in natural light, or as directed by the City. 28 1.12 WARRANTY [NOT USED] 29 PART 2 - PRODUCTS 30 2.1 OWNER -FURNISHED PRODUCTS [NOT USED] 31 2.2 MATERIALS 32 A. Cementitious Material: ASTM C150. 33 B. Aggregates: ASTM C33. 34 C. Water: ASTM C1602. 35 D. Admixtures: When admixtures are used, conform to the appropriate specification: 36 1. Air -Entraining Admixtures for Concrete: ASTM C260. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 CONCRETE RESTORATION (2013-10) GG01-537110-0202002 32 13 13 - 4 CONCRETE PAVING Page 4 of 21 1 2. Chemical Admixtures for Concrete: ASTM C494, Types "A", "D", "F" and "G." 2 3. Coal Fly Ash and Raw or Calcined Natural Pozzolan for Use in Concrete: ASTM 3 C618. 4 E. Steel Reinforcement: ASTM A615. 5 F. Steel Wire Reinforcement: Not used for concrete pavement. 6 G. Dowels and Tie Bars. 7 1. Dowel and tie bars: ASTM A615. 8 2. Dowel Caps. 9 a. Provide dowel caps with enough range of movement to allow complete closure 10 of the expansion joint. 11 b. Caps for dowel bars shall be of the length shown on the plans and shall have an 12 internal diameter sufficient to permit the cap to freely slip over the bar. 13 c. In no case shall the internal diameter exceed the bar diameter by more 1/8 inch, 14 and one end of the cap shall be rightly closed. 15 3. Epoxy for Dowel and Tie Bars: ASTM C881. 16 a. See following table for approved producers of epoxies and adhesives 17 Pre -Qualified Producers of Epoxies and Adhesives Product Name Concresive 1420 HTE-50 T 308 + P E 1000+ C-6 Epcon G-5 Pro-Poxy-300 Fast Tube Shep-Poxy TxIII Ultrabond 1300 Tubes Ultrabone 2300 N.S. A-22-2300 Slow Set Dynapoxy EP-430 EDOT ET22 SET 22 SpecPoxy 3000FS Producer BASF Hilti Powers Fasteners Powers Fasteners Ramset-Redhead Ramset-Redhead Unitex CMC Construction Services Adhesives Technology Adhesives Technology Pecora Corp. Simpson Strong Tie Simpson Strong Tie Simpson Strong Tie SpecChem 18 19 b. Epoxy Use, Storage and Handling. 20 1) Package components in airtight containers and protect from light and 21 moisture. 22 2) Include detailed instructions for the application of the material and all 23 safety infomiation and warnings regarding contact with the components. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 CONCRETE RESTORATION (2013-10) 0001-537110-0202002 321313-5 CONCRETE PAVING Page 5 of 21 1 3) Epoxy label requirements 2 a) Resin or hardener components; 3 b) Brand name; 4 c) Name of manufacturer; 5 d) Lot or batch number; 6 e) Temperature range for storage; 7 f) Date of manufacture 8 g) Expiration date; and 9 h) Quantity contained 10 4) Store epoxy and adhesive components at temperatures recommended by the 11 manufacturer. 12 5) Do not use damaged or previously opened containers and any material that 13 shows evidence of crystallization, lumps skinning, extreme thickening, or 14 settling of pigments that cannot be readily dispersed with normal agitation. 15 6) Follow sound environmental practices when disposing of epoxy and 16 adhesive wastes. 17 7) Dispose of all empty containers separately. 18 8) Dispose of epoxy by completely emptying and mixing the epoxy before 19 disposal 20 H. Reinforcement Bar Chairs. 21 1. Reinforcement bar chairs or supports shall be of adequate strength to support the 22 reinforcement bars and shall not bend or break under the weight of the 23 reinforcement bars or CONTRACTOR'S personnel walking on the reinforcing bars. 24 2. Bar chairs may be made of metal (free of rust), precast mortar or concrete blocks or 25 plastic. 26 3. For approval of plastic chairs, representative samples of the plastic shall show no 27 visible indications of deterioration after immersion in a 5-percent solution of sodium 28 hydroxide for 120-hours. 29 4. Bar chairs may be rejected for failure to meet any of the requirements of this 30 specification. 31 I. Joint Filler. 32 1. Joint filler is the material placed in concrete pavement and concrete structures to 33 allow for the expansion and contraction of the concrete. 34 2. Wood Boards: Used as joint filler for concrete paving. 35 a. Boards for expansion joint filler shall be of the required size, shape and type 36 indicated on the plans or required in the specifications. 37 1) Boards shall be of selected stock of redwood or cypress. The boards shall 38 be sound heartwood and shall be free from sapwood, knots, clustered 39 birdseyes, checks and splits. 40 2) Joint filler, boards, shall be smooth, flat and straight throughout, and shall 41 be sufficiently rigid to permit ease of installation. 42 3) Boards shall be furnished in lengths equal to the width between 43 longitudinal joints, and may be furnished in strips or scored sheet of the 44 required shape. 45 3. Dimensions. The thickness of the expansion joint filler shall be shown on the plans; 46 the width shall be not less than that shown on the plans, providing for the top seal 47 space. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 CONCRETE RESTORATION (2013-10) GG01-537110-0202002 321313-6 CONCRETE PAVING Page 6 of 21 1 4. Rejection. Expansion joint filler may be rejected for failure to meet any of the 2 requirements of this specification. 3 J. Joint Sealants. Provide Joint Sealants in accordance with Section 32 13 73. 4 K. Curing Materials. 5 1. Membrane -Forming Compounds. 6 a. Conform to the requirements of ASTM C309, Type 2, white pigmented 7 compound and be of such nature that it shall not produce permanent 8 discoloration of concrete surfaces nor react deleteriously with the concrete. 9 b. The compound shall produce a firm, continuous uniform moisture -impermeable 10 film free from pinholes and shall adhere satisfactorily to the surfaces of damp 11 concrete. 12 c. It shall, when applied to the damp concrete surface at the specified rate of 13 coverage, dry to touch in 1 hour and dry through in not more than 4 hours under 14 normal conditions suitable for concrete operations. 15 d. It shall adhere in a tenacious film without running off or appreciably sagging. 16 e. It shall not disintegrate, check, peel or crack during the required curing period. 17 f. The compound shall not peel or pick up under traffic and shall disappear from 18 the surface of the concrete by gradual disintegration. 19 g. The compound shall be delivered to the job site in the manufacturer's original 20 containers only, which shall be clearly labeled with the manufacturer's name, 21 the trade name of the material and a batch number or symbol with which test 22 samples may be correlated. 23 h. When tested in accordance with ASTM C156 Water Retention by Concrete 24 Curing Materials, the liquid membrane -forming compound shall restrict the loss 25 of water present in the test specimen at the time of application of the curing 26 compound to not more than 0.01-oz.-per-2 inches of surface. 27 2.3 ACCESSORIES [NOT USED] 28 2.4 SOURCE QUALITY CONTROL 29 A. Mix Design 30 1. Concrete Mix Design and Control. 31 a. At least 10 calendar days prior to the start of concrete paving operations, the 32 CONTRACTOR shall submit a design of the concrete mix it proposes to use 33 and a full description of the source of supply of each material component. 34 b. The design of the concrete mix shall produce a quality concrete complying with 35 these specifications and shall include the following information: 36 1) Design Requirements and Design Summary. 37 2) Material source. 38 3) Dry weight of cement/cu. yd. and type. 39 4) Dry weight of fly ash/cu. yd. and type, if used. 40 5) Saturated surface dry weight of fine and coarse aggregates/cu. yd. 41 6) Design water/cu. yd. 42 7) Quantities, type, and name of admixtures with manufacturer's data sheets. 43 8) Current strength tests or strength tests in accordance with ACI 318. 44 9) Current Sieve Analysis and -200 Decantation of fine and coarse aggregates 45 and date of tests. 46 10) Fineness modulus of fine aggregate. 47 11) Specific Gravity and Absorption Values of fine and coarse aggregates. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 CONCRETE RESTORATION (2013-10) GG01-537110-0202002 32 13 13 - 7 CONCRETE PAVING Page 7 of 21 1 12) L.A. Abrasion of coarse aggregates. 2 c. Once mix design approved by City, maintain intent of mix design and maximum 3 water to cement ratio. 4 d. No concrete may be placed on the job site until the mix design has been 5 approved by the City. 6 2. Quality of Concrete. 7 a. Consistency. 8 1) In general, the consistency of concrete mixtures shall be such that: 9 a) mortar shall cling to the coarse aggregate, 10 b) aggregate shall not segregate in concrete when it is transported to the 11 place of deposit, 12 c) concrete, when dropped directly from the discharge chute of the mixer, 13 shall flatten out at the center of the pile, but the edges of the pile shall 14 stand and not flow, 15 d) concrete and mortar shall show no free water when removed from the 16 mixer, 17 e) concrete shall slide and not flow into place when transported in metal 18 chutes at an angle of 30 degrees with the horizontal, and 19 f) surface of the finished concrete shall be free from a surface film or 20 laitance. 21 2) When field conditions are such that additional moisture is needed for the 22 final concrete surface fmishing operation, the required water shall be 23 applied to the surface by hand sprayer only and be held to a minimum 24 amount. 25 3) The concrete shall be workable, cohesive, possess satisfactory finishing 26 qualities and be of the stiffest consistency that can be placed and vibrated 27 into a homogeneous mass. 28 4) Excessive bleeding shall be avoided. 29 5) If the strength or consistency required for the class of concrete being 30 produced is not secured with the minimum cement specified or without 31 exceeding the maximum water/cement ratio, the CONTRACTOR may use, 32 or the City may require, an approved cement dispersing agent (water 33 reducer); or the CONTRACTOR shall furnish additional aggregates, or 34 aggregates with different characteristics, or the CONTRACTOR may use 35 additional cement in order to produce the required results. 36 6) The additional cement may be permitted as a temporary measure, until 37 aggregates are changed and designs checked with the different aggregates 38 or cement dispersing agent. 39 7) The CONTRACTOR is solely responsible for the quality of the concrete 40 produced. 41 8) The City reserves the right to independently verify the quality of the 42 concrete through inspection of the batch plant, testing of the various 43 materials used in the concrete and by casting and testing concrete cylinders 44 or beams on the concrete actually incorporated in the pavement. 45 b. Standard Class. 46 1) Unless otherwise shown on the plans or detailed specifications, the standard 47 class for concrete paving for streets and alleys is shown in the following 48 table. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 CONCRETE RESTORATION (2013-10) GG01-537110-0202002 321313-8 CONCRETE PAVING 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 Class of Concretes P H Standard Classes of Pavement Concrete Minimum Cementitious, Lb./CY 517 564 28 Day Min. Compressive, Strength2 psi 3600 4500 Maximum Water/ Cementitious, Ratio 0.49 0.45 1. All exposed horizontal concrete shall have entrained -air. 2. Minimum Compressive Strength Required. Page 8 of 21 Course Aggregate Maximum Size inch 1-1/2 1-1/2 2) Machine -Laid concrete: Class P 3) Hand -Laid concrete: Class H. c. High Early Strength Concrete (HES). 1) When shown on the plans or allowed, provide Class HES concrete for very early opening of pavements area or leaveouts to traffic. 2) Design class HES to meet the requirements of class specified for concrete pavement and a minimum compressive strength of 2,600 3,000psi in 24 72hours, unless other early strength and time requirements are shown on the plans allowed. 3) No strength overdesign is required. Class of Concretes Standard Classes of Pavement Concrete Minimum 28 Day Min. Cementitious Compressive Lb./CY Strength2 psi HES 564 Maximum Water/ Cementitious Ratio 4500 0.45 Course Aggregate Maximum Size, inch 1-1/2 d. Slump. 1) Slump requirements for pavement and related concrete shall be as specified in the following table. Concrete Pavement Slump Requirements Concrete Use Recommended Slip-Form/Form-Riding Paving Hand Formed Paving Sidewalk, Curb and Gutter, Concrete Valley Gutter and Other Miscellaneous Concrete Design and Placement Slump, inch 1-1/2 4 4 Maximum Acceptable Placement Slump, inch 3 5 5 2) No concrete shall be permitted with slump in excess of the maximums shown. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 CONCRETE RESTORATION (2013-10) GG01-537110-0202002 321313-9 CONCRETE PAVING Page 9 of 21 1 3) Any concrete mix failing to meet the above consistency requirements, 2 although meeting the slump requirements, shall be considered 3 unsatisfactory, and the mix shall be changed to correct such unsatisfactory 4 conditions. 5 PART 3 - EXECUTION 6 3.1 INSTALLERS [NOT USED] 7 3.2 EXAMINATION [NOT USED] 8 3.3 PREPARATION [NOT USED] 9 3.4 INSTALLATION 10 A. Equipment 11 1. All equipment necessary for the construction of this item shall be on the project. 12 2. The equipment shall include spreading devices (augers), internal vibration, tamping, 13 and surface floating necessary to finish the freshly placed concrete in such a manner 14 as to provide a dense and homogeneous pavement. 15 3. Machine -Laid Concrete Pavement 16 a. Fixed -Form Paver. Fixed -form paving equipment shall be provided with forms 17 that are uniformly supported on a very fain subbase to prevent sagging under 18 the weight of machine. 19 b. Slip -Form Paver. 20 1) Slip -form paving equipment shall be provided with traveling side forms of 21 sufficient dimensions, shape and strength so as to support the concrete 22 laterally for a sufficient length of time during placement. 23 2) City may reject use of Slip -Form Paver if paver requires over -digging and 24 impacts trees, mailboxes or other improvements. 25 4. Hand -Laid Concrete Pavement 26 a. Machines that do not incorporate these features, such as roller screeds or 27 vibrating screeds, shall be considered tools to be used in hand -laid concrete 28 construction, as slumps, spreading methods, vibration, and other procedures are 29 more common to hand methods than to machine methods. 30 5. City may reject equipment and stop operation if equipment does not meet 31 requirements. 32 B. Concrete Mixing and Delivery 33 1. Transit Batching: shall not be used — onsite mixing not permitted 34 2. Ready Mixed Concrete 35 a. The concrete shall be produced in an approved method conforming to the 36 requirements of this specification and ASTM C94/C94M.City shall have access 37 ready mix to get samples of materials. 38 b. City shall have access to ready mix plant to obtain material samples. 39 c. When ready -mix concrete is used, sample concrete per ASTM C94 Alternate 40 Procedure 2: 41 1) As the mixer is being emptied, individual samples shall be taken after the 42 discharge of approximately 15% and 85% of the load. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 CONCRETE RESTORATION (2013-10) GG01-537110-0202002 321313 -12 CONCRETE PAVING Page 12 of 21 1 e. When forms are removed before 72 hours after concrete placement, promptly 2 apply membrane curing compound to the edge of the concrete pavement. 3 E. Placing Reinforcing Steel, Tie, and Dowel Bars 4 1. General. 5 a. When reinforcing steel tie bars, dowels, etc., are required they shall be placed 6 as shown on the plans. 7 b. All reinforcing steel shall be clean, free from rust in the form of loose or 8 objectionable scale, and of the type, size and dimensions shown on the plans. 9 c. Reinforcing bars shall be securely wired together at the alternate intersections 10 and all splices and shall be securely wired at each intersection dowel and load- 11 transmission unit intersected. 12 d. All bars shall be installed in their required position as shown on the plans. 13 e. The storing of reinforcing or structural steel on completed roadway slabs 14 generally shall be avoided and, where permitted, such storage shall be limited 15 to quantities and distribution that shall not induce excessive stresses. 16 2. Splices. 17 a. Provide standard reinforcement splices by lapping and tying ends. 18 b. Comply with ACI 318 for minimum lap of spliced bars where not specified on 19 the documents 20 3. Installation of Reinforcing Steel 21 a. All reinforcing bars and bar mats shall be installed in the slab at the required 22 depth below the finished surface and supported by and securely attached to bar 23 chairs installed on prescribed longitudinal and transverse centers as shown by 24 sectional and detailed drawings on the plans. 25 b. Chairs Assembly. The chair assembly shall be similar and equal to that shown 26 on the plans and shall be approved by the City prior to extensive fabrication 27 c. After the reinforcing steel is securely installed above the subgrade as specified 28 in plans and as herein prescribed, no loading shall be imposed upon the bar 29 mats or individual bars before or during the placing or finishing of the concrete. 30 4. Installation of Dowel Bars 31 a. Install through the predrilled joint filler and rigidly support in true horizontal 32 and vertical positions by an assembly of bar chairs and dowel baskets. 33 b. Dowel Baskets. 34 1) The dowels shall be held in position exactly parallel to surface and 35 centerline of the slab, by a dowel basket that is left in the pavement. 36 2) The dowel basket shall hold each dowel in exactly the correct position so 37 firmly that the dowel's position cannot be altered by concreting operations. 38 c. Dowel Caps. 39 1) Install cap to allow the bar to move not less than 1-1/4 inch in either 40 direction. 41 5. Tie Bar and Dowel Placement. 42 a. Place at mid -depth of the pavement slab, parallel to the surface. 43 b. Place as shown on the plans. 44 6. Epoxy for Tie and Dowel Bar Installation 45 1) Epoxy bars as shown on the plans. 46 2) Use only drilling operations that do not damage the surrounding operations. 47 3) Blow out drilled holes with compressed air. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 CONCRETE RESTORATION (2013-10) GG01-537110-0202002 32 13 13 - 13 CONCRETE PAVING Page 13 of 21 1 4) Completely fill the drilled hole with approved epoxy before inserting the tie 2 bar into the hole. 3 5) Install epoxy grout and bar at least 6 inches embedded into concrete. 4 F. Joints 5 1. Joints shall be placed where shown on the plans or where directed by the City. 6 2. The plane of all joints shall make a right angle with the surface of the pavement. 7 3. No joints shall have an error in alignment of more than 1/2 inch at any point. 8 4. Joint Dimensions. 9 a. The width of the joint shall be shown on the plans, creating the joint sealant 10 reservoir. 11 b. The depth of the joint shall be shown on the plans. 12 c. Dimensions of the sealant reservoir shall be in accordance with manufacturer's 13 recommendations. 14 d. After curing, the joint sealant shall be 1/8 inch to 1/4 inch below the pavement 15 surface at the center of the joint. 16 5. Transverse Expansion Joints. 17 a. Expansion joints shall be installed perpendicularly to the surface and to the 18 centerline of the pavement at the locations shown on the plans, or as approved 19 by the City. 20 b. Joints shall be of the design width, and spacing shown on the plans, or as 21 approved by the City. 22 c. Dowel bars, shall be of the size and type shown on the plans, or as approved by 23 the City, and shall be installed at the specified spacing. 24 d. Support dowel bars with dowel baskets. 25 e. Dowels shall restrict the free opening and closing of the expansion join and 26 shall not make planes of weaknesses in the pavement. 27 f. Greased Dowels for Expansion Joints. 28 1) Coat dowels with a thin film of grease or other approved de -bonding 29 material. 30 2) Provide dowel caps on the lubricated end of each dowel bar. 31 g. Proximity to Existing Structures. When the pavement is adjacent to or around 32 existing structures, expansions joints shall be constructed in accordance with 33 the details shown on the plans. 34 6. Transverse Contraction Joints. 35 a. Contraction or dummy joints shall be installed at the locations and at the 36 intervals shown on the plans. 37 b. Joints shall be of the design width, and spacing shown on the plans, or as 38 approved by the City. 39 c. Dowel bars, shall be of the size and type shown on the plans, or as approved by 40 the City, and shall be installed at the specified spacing. 41 d. Joints shall be sawed into the completed pavement surface as soon after initial 42 concrete set as possible so that some raveling of the concrete is observed in 43 order for the sawing process to prevent uncontrolled shrinkage cracking. 44 e. The joints shall be constructed by sawing to a 1/4 inch width and to a depth of 45 1/3 inch (1/4 inch permitted if limestone aggregate used) of the actual 46 pavement thickness, or deeper if so indicated on the plans. 47 f. Complete sawing as soon as possible in hot weather conditions and within a 48 maximum of 24 hours after saw cutting begins under cool weather conditions. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 CONCRETE RESTORATION (2013-10) GG01-537110-0202002 32 13 13 - 14 CONCRETE PAVING Page 14 of 21 1 g. If sharp edge joints are being obtained, the sawing process shall be sped up to 2 the point where some raveling is observed. 3 h. Damage by blade action to the slab surface and to the concrete immediately 4 adjacent to the joint shall be minimized. 5 i. Any portion of the curing membrane which has been disturbed by sawing 6 operations shall be restored by spraying the areas with additional curing 7 compound. 8 7. Transverse Construction Joints. 9 a. Construction joints formed at the close of each day's work or when the placing 10 of concrete has been stopped for 30-minutes or longer shall be constructed by 11 use of metal or wooden bulkheads cut true to the section of the finished 12 pavement and cleaned. 13 b. Wooden bulkheads shall have a thickness of not less than 2-inch stock material. 14 c. Longitudinal bars shall be held securely in place in a plane perpendicular to the 15 surface and at right angles to the centerline of the pavement. 16 d. Edges shall be rounded to 1/4 inch radius. 17 e. Any surplus concrete on the subgrade shall be removed upon the resumption of 18 the work. 19 8. Longitudinal Construction Joints. 20 a. Longitudinal construction joints shall be of the type shown on the plans. 21 9. Joint Filler. 22 a. Joint filler shall be as specified in 2.2.I of the size and shape shown on the 23 plans. 24 b. Redwood Board joints shall be used for all pavement joints except for 25 expansion joints that are coincident with a butt joint against existing 26 pavements. 27 c. Boards with less than 25-percent of moisture at the time of installation shall be 28 thoroughly wetted on the job. 29 d. Green lumber of much higher moisture content is desirable and acceptable. 30 e. The joint filler shall be appropriately drilled to admit the dowel bars when 31 required. 32 f. The bottom edge of the filler shall extend to or slightly below the bottom of the 33 slab. The top edge shall be held approximately 1/2 inch below the finished 34 surface of the pavement in order to allow the finishing operations to be 35 continuous. 36 g. The joint filler may be composed of more than one length of board in the 37 length of joint, but no board of a length less than 6 foot may be used unless 38 otherwise shown on the plans. 39 h. After the removal of the side forms, the ends of the joints at the edges of the 40 slab shall be carefully opened for the entire depth of the slab. 41 10. Joint Sealing. Routine pavement joints shall be filled consistent with paving details 42 and as specified in Section 32 13 73. Materials shall generally be handled and 43 applied according to the manufacturer's recommendations as specified in Section 32 44 13 73. 45 G. Placing Concrete 46 1. Unless otherwise specified in the plans, the finished pavement shall be constructed 47 monolithically and constructed by machined laid method unless impractical. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 CONCRETE RESTORATION (2013-10) GG01-537110-0202002 32 13 13 - 15 CONCRETE PAVING Page 15 of 21 1 2. The concrete shall be rapidly deposited on the subgrade in successive batches and 2 shall be distributed to the required depth and for the entire width of the pavement by 3 shoveling or other approved methods. 4 3. Any concrete not placed as herein prescribed within the time limits in the following 5 table will be rejected. Time begins when the water is added to the mixer. 6 Temperature — Time Requirements Concrete Temperature Max Time — minutes (at point of placement) (no retarding agent) Non -Agitated Concrete All temperatures 45 Agitated Concrete Above 90°F Time may be reduced by City Above 75°F thru 90°F 60 75°F and Below 60 Max Time — minutes (with retarding agent)' 45 75 90 120 7 1 Normal dosage of retarder. 8 9 4. Rakes shall not be used in handling concrete. 10 5. At the end of the day, or in case of unavoidable interruption or delay of more than 11 30 minutes or longer to prevent cold joints, a transverse construction joint shall be 12 placed in accordance with 3.4.F.7 of this Section. 13 6. Honeycombing. 14 a. Special care shall be taken in placing and spading the concrete against the 15 foluls and at all joints and assemblies so as to prevent honeycombing. 16 b. Excessive voids and honeycombing in the edge of the pavement, revealed by 17 the removal of the side forms, may be cause for rejection of the section of slab 18 in which the defect occurs. 19 H. Finishing 20 1. Machine. 21 a. Tolerance Limits. 22 1) While the concrete is still workable, it shall be tested for irregularities with 23 a 10 foot straightedge placed parallel to the centerline of the pavement so as 24 to bridge depressions and to touch all high spots. 25 2) Ordinates measured from the face of the straightedge to the surface of the 26 pavement shall at no place exceed 1/16 inch -per -foot from the nearest point 27 of contact. 28 3) In no case shall the maximum ordinate to a 10 foot straightedge be greater 29 than 1/8 inch. 30 4) Any surface not within the tolerance limits shall be reworked and 31 refinished. 32 b. Edging. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 CONCRETE RESTORATION (2013-10) GG01-537110-0202002 321313-16 CONCRETE PAVING Page 16 of 21 1 1) The edges of slabs and all joints requiring edging shall be carefully tooled 2 with an edger of the radius required by the plans at the time the concrete 3 begins to take its "set" and becomes non -workable. 4 2) All such work shall be left smooth and true to lines. 5 2. Hand. 6 a. Hand finishing permitted only in intersections and areas inaccessible to a 7 finishing machine. 8 b. When the hand method of striking off and consolidating is permitted, the 9 concrete, as soon as placed, shall be approximately leveled and then struck off 10 with screed bar to such elevation above grade that, when consolidated and 11 finished, the surface of the pavement shall be at the grade elevation shown on 12 the plans. 13 c. A slight excess of material shall be kept in front of the cutting edge at all times. 14 d. The straightedge and joint finishing shall be as prescribed herein. 15 I. Curing 16 1. The curing of concrete pavement shall be thorough and continuous throughout the 17 entire curing period. 18 2. Failure to provide proper curing as herein prescribed shall be considered as 19 sufficient cause for immediate suspension of the paving operations. 20 3. The curing method as herein specified does not preclude the use of any of the other 21 commonly used methods of curing, and the City may approve another method of 22 curing if so requested by the CONTRACTOR. 23 4. If any selected method of curing does not afford the desired results, the City shall 24 have the right to order that another method of curing be instituted. 25 5. After removal of the side forms, the sides of the slab shall receive a like coating 26 before earth is banked against them. 27 6. The solution shall be applied, under pressure with a spray nozzle, in such a manner 28 as to cover the entire surfaces thoroughly and completely with a uniform film. 29 7. The rate of application shall be such as to ensure complete coverage and shall not 30 exceed 20-square-yards-per-gallon of curing compound. 31 8. When thoroughly dry, it shall provide a continuous and flexible membrane, free 32 from cracks or pinholes, and shall not disintegrate, check, peel or crack during the 33 curing period. 34 9. If for any reason the seal is broken during the curing period, it shall be immediately 35 repaired with additional sealing solution. 36 10. When tested in accordance with ASTM C156 Water Retention by Concrete Curing 37 Materials, the curing compound shall provide a film which shall have retained 38 within the test specimen a percentage of the moisture present in the specimen when 39 the curing compound was applied according to the following. 40 11. CONTRACTOR shall maintain and properly repair damage to curing materials on 41 exposed surfaces of concrete pavement continuously for a least 72 hours. 42 J. Monolithic Curbs 43 1. Concrete for monolithic curb shall be the same as for the pavement and, if carried 44 back from the paving mixer, shall be placed within 20-minutes after being mixed. 45 2. After the concrete has been struck off and sufficiently set, the exposed surfaces shall 46 be thoroughly worked with a wooden flat. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 CONCRETE RESTORATION (2013-10) GG01-537110-0202002 321313 -17 CONCRETE PAVING Page 17 of 21 1 3. The exposed edges shall be rounded by the use of an edging tool to the radius 2 indicated on the plans. 3 4. All exposed surfaces of curb shall be brushed to a smooth and uniform surface. 4 K. Alley Paving 5 1. Alley paving shall be constructed in accordance with the specifications for concrete 6 paving hereinbefore described, in accordance with the details shown on the plans, 7 and with the following additional provisions: 8 a. Alley paving shall be constructed to the typical cross sections shown on the 9 plans. 10 b. Transverse expansion joints of the type shown on the plans shall be constructed 11 at the property line on each end of the alley with a maximum spacing of 600 12 feet. 13 c. Transverse contraction and dummy joints shall be placed at the spacing shown 14 on the plans. 15 d. Contraction and dummy joints shall be fowled in such a manner that the 16 required joints shall be produced to the satisfaction of the City. 17 e. All joints shall be constructed in accordance with this specification and filled 18 in accordance with the requirement of Section 32 13 73. 19 L. Pavement Leaveouts 20 1. Pavement leaveouts as necessary to maintain and provide for local traffic shall be 21 provided at location indicated on the plans or as directed by the City. 22 2. The extent and location of each leaveout required and a suitable crossover 23 connection to provide for traffic movements shall be determined in the field by the 24 City. 25 3.5 REPAIR 26 A. Repair of concrete pavement concrete shall be consistent with paving details and as 27 specified in Section 32 01 29. 28 3.6 RE -INSTALLATION [NOT USED] 29 3.7 SITE QUALITY CONTROL 30 A. Concrete Placement 31 1. Place concrete using a fully automated paving machine. Hand paving only 32 permitted in areas such as intersections where use of paving machine is not practical 33 a. All concrete pavement not placed by hand shall be placed using a fully 34 automated paving machine as approved by the City. 35 b. Screeds will not be allowed except if approved by the City. 36 B. Testing of Materials. 37 1. Samples of all materials for test shall be made at the expense of the City, unless 38 otherwise specified in the special provisions or in the plans. 39 2. In the event the initial sampling and testing does not comply with the specifications, 40 all subsequent testing of the material in order to determine if the material is 41 acceptable shall be at the CONTRACTOR'S expense at the same rate charged by 42 the commercial laboratories. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 CONCRETE RESTORATION (2013-10) GG01-537110-0202002 321313-18 CONCRETE PAVING 1 2 Page 18 of 21 3. All testing shall be in accordance with applicable ASTM Standards and concrete testing technician must be ACI certified or equivalent. 3 C. Pavement Thickness Test. 4 1. Upon completion of the work and before final acceptance and final payment shall be 5 made, pavement thickness test shall be made by the City. 6 2. The number of tests and location shall be at the discretion of the City, unless 7 otherwise specified in the special provisions or on the plans. 8 3. The cost for the initial pavement thickness test shall be the expense of the City. 9 4. In the event a deficiency in the thickness of pavement is revealed during normal 10 testing operations, subsequent tests necessary to isolate the deficiency shall be at the 11 CONTRACTOR'S expense. 12 5. The cost for additional coring test shall be at the same rate charged by commercial 13 laboratories. 14 6. Where the average thickness of pavement in the area found to be deficient in 15 thickness by more than 0.20 inch, but not more than 0.50 inch, payment shall be 16 made at an adjusted price as specified in the following table. 17 Deficiency in Thickness Determined by Cores Inches 0.00 — 0.20 0.21 — 0.30 0.31 — 0.40 0.41— 0.50 Proportional Part Of Contract Price Allowed 100 percent 80 percent 70 percent 60 percent 18 19 7. Any area of pavement found deficient in thickness by more than 0.50 inch but not 20 more than 0.75 inch or 1/10 of the plan thickness, whichever is greater, shall be 21 evaluated by the City. 22 8. If, in the judgment of the City the area of such deficiency should not be removed 23 and replaced, there shall be no payment for the area retained. 24 9. If, in the judgment of the City, the area of such deficiency warrants removal, the 25 area shall be removed and replaced, at the CONTRACTOR'S entire expense, with 26 concrete of the thickness shown on the plans. 27 10. Any area of pavement found deficient in thickness by more than 0.75 inch or more 28 than 1/10 of the plan thickness, whichever is greater, shall be removed and replaced, 29 at the CONTRACTOR'S entire expense, with concrete of the thickness shown on 30 the plans. 31 11. No additional payment over the contract unit price shall be made for any pavement 32 of a thickness exceeding that required by the plans. 33 D. Pavement Strength Test. 34 1. During the progress of the work the City shall provide trained technicians to cast test 35 cylinders for conforming to ASTM C31, to maintain a check on the compressive 36 strengths of the concrete being placed. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 CONCRETE RESTORATION (2013-10) GG01-537110-0202002 321313-19 CONCRETE PAVING 1 2 3 Page 19 of 21 2. After the cylinders have been cast, they shall remain on the job site and then transported, moist cured, and tested by the City in accordance with ASTM C31 and ASTM C39. 4 3. In each set, one of the cylinders shall be tested at 3 DAYS, TWO CYLINDERS 5 SHALL BE TESTED AT 7 days; two cylinders shall be tested at 28 days. and one 6 yli der „han be held to to at c6 da.,s ifrece ary 7 4. IF 3 DAYS TEST RESULT INDICATE DEFICIENT STRENGTH, THE 8 OPENING OF PAVEMENT TO TRAFFIC SHALL NOT BE PERMITTED AND 9 PROJECT INSPECTOR MAY ASK THE CONTRACTOR TO RESUBMIT THE 10 CONCRETE MIX DESIGN TO MEET THE MINIMUM SPECIFIED 11 STRENGTH. If the 28 day test results indicate deficient strength, the 12 CONTRACTOR may, at its option and expense, core the pavement in question and 13 have the cores tested by an approved laboratory, in accordance with ASTM C42 and 14 ACI 318 protocol, except the average of all cores must meet 100% of the minimum 15 specified strength, with no individual core resulting in less than 90% of design 16 strength, to override the results of the cylinder tests. 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 5. Cylinders and/or cores must meet minimum specified strength. If cylinders do not meet minimum specified strength, additional cores shall be taken to identify the limits of deficient concrete pavement at the expense of the CONTRACTOR. 6. Cylinders and/or cores must meet minimum specified strength. Pavement not meeting the minimum specified strength shall be subject to the money penalties or removal and placement at the CONTRACTOR'S expense as show in the following table. Percent Deficient Greater Than 0% - Not More Than 10% Greater Than 10% - Not More Than 15% Greater Than 15% Percent of Contract Price Allowed 90-percent 80-percent 0-percent or removed and replaced at the entire cost and expense of CONTRACTOR as directed by City 7. The amount of penalty shall be deducted from payment due to CONTRACTOR; such as penalty deducted is to defray the cost of extra maintenance. 8. The strength requirements for structures and other concrete work are not altered by the special provision. 9. No additional payment over the contract unit price shall be made for any pavement of strength exceeding that required by the plans and/or specifications. 32 E. Cracked Concrete Acceptance Policy. 33 1. If cracks exist in concrete pavement upon completion of the project, the Project 34 Inspector shall make a determination as to the need for action to address the 35 cracking as to its cause and recommended remedial work. 36 2. If the recommended remedial work is routing and sealing of the cracks to protect the 37 subgrade, the Inspector shall make the determination as to whether to rout and seal 38 the cracks at the time of final inspection and acceptance or at any time prior to the 39 end of the project maintenance period. The CONTRACTOR shall perform the 40 routing and sealing work as directed by the Project Inspector, at no cost to the City, 41 regardless of the cause of the cracking. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 CONCRETE RESTORATION (2013-10) GG01-537110-0202002 32 13 13 - 20 CONCRETE PAVING Page 20 of 21 1 3. If remedial work beyond routing and sealing is determined to be necessary, the 2 Inspector and the CONTRACTOR will attempt to agree on the cause of the 3 cracking. If agreement is reached that the cracking is due to deficient materials or 4 workmanship, the CONTRACTOR shall perform the remedial work at no cost to the 5 City. Remedial work in this case shall be limited to removing and replacing the 6 deficient work with new material and workmanship that meets the requirements of 7 the contract. 8 4. If remedial work beyond routing and sealing is determined to be necessary, and the 9 Inspector and the CONTRACTOR agree that the cause of the cracking is not 10 deficient materials or workmanship, the City may request the CONTRACTOR to 11 provide an estimate of the cost of the necessary remedial work and/or additional 12 work to address the cause of the cracking, and the CONTRACTOR will perform that 13 work at the agreed -upon price if the City elects to do so. 14 5. If remedial work is necessary, and the Inspector and the CONTRACTOR cannot 15 agree on the cause of the cracking, the City may hire an independent geotechnical 16 engineer to perform testing and analysis to determine the cause of the cracking. The 17 contractor will escrow 50% of the proposed costs of the geotechnical contract with 18 the City. The CONTRACTOR and the City shall use the services of' a geotechnical 19 firm acceptable to both parties. 20 6. If the geotechnical engineer determines that the primary cause of the cracking is the 21 CONTRACTOR'S deficient material or workmanship, the remedial work will be 22 performed at the CONTRACTOR'S entire expense and the CONTRACTOR will 23 also reimburse the City for the balance of the cost of the geotechnical investigation 24 over and above the amount that has previously been escrowed. Remedial work in 25 this case shall be limited to removing and replacing the deficient work with new 26 material and workmanship that meets the requirements of the contract. 27 7. If the geotechnical engineer determines that the primary cause of the cracking is not 28 the CONTRACTOR'S deficient material or workmanship, the City will return the 29 escrowed funds to the CONTRACTOR. The Contractor, on request, will provide 30 the City an estimate of the costs of the necessary remedial work and/or additional 31 work and will perform the work at the agreed -upon price as directed by the City. 32 3.8 SYSTEM STARTUP [NOT USED] 33 3.9 ADJUSTING [NOT USED] 34 3.10 CLEANING [NOT USED] 35 3.11 CLOSEOUT ACTIVITIES [NOT USED] 36 3.12 PROTECTION [NOT USED] 37 3.13 MAINTENANCE [NOT USED] 38 3.14 ATTACHMENTS [NOT USED] 39 END OF SECTION 40 Revision Log CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 CONCRETE RESTORATION (2013-10) GG01-537110-0202002 32 13 13 - 21 CONCRETE PAVING 1 DATE NAME CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 Page 21 of 21 SUMMARY OF CHANGE CONCRETE RESTORATION (2013-10) GG01-537110-0202002 1 2 321320-1 CONCRETE SIDEWALKS, DRIVEWAYS AND BARRIER FREE RAMPS Page 1 of 5 SECTION 32 13 20 CONCRETE SIDEWALKS, DRIVEWAYS AND BARRIER FREE RAMPS 3 PART 1 - GENERAL 4 1.1 SUMMARY 5 A. 6 7 8 20 21 22 23 24 25 26 27 28 29 30 31 32 33 Section Includes 1. Concrete sidewalks 2. Driveways 3. Barrier free ramps 9 B. Deviations from City of Fort Worth Standards 10 1. None 11 C. Related Specification Sections include but are not necessarily limited to 12 1. Division 0 - Bidding Requirements, Contract Forms, and Conditions of the 13 Contract. 14 2. Division 1 - General Requirements. 15 3. Section 02 41 13 - Selective Site Demolition 16 4. Section 32 13 13 - Concrete Paving 17 5. Section 32 13 73 - Concrete Paving Joint Sealants 18 1.2 PRICE AND PAYMENT PROCEDURES 19 A. Measurement and Payment 1. Measurement Concrete sidewalk: measure by the square foot of completed and accepted sidewalk in its fmal position by thickness and type. Driveway: measure by the square foot of completed and accepted driveway in its fmal position by thickness and type. 1) From back of projected curb, including the area of the curb radii and extend to the limits specified in plans. 2) Sidewalk portion of drive included in driveway measurement 3) Curb on driveways included in driveway measurement. Barrier free ramps: measure by each unit of completed and accepted barrier free ramp per type by width of connecting sidewalk including: 1) curb ramp 2) landing and detectable warning surface as shown on the plans. 3) adjacent flares or side curb 34 2. Payment: contract unit price bid for the work performed and all materials furnished. 35 Subsidiary work and materials include: 36 a. excavating and preparing the subgrade 37 b. furnishing and placing all materials 38 c. manipulation, labor, tools, equipment and incidentals necessary to complete the 39 work. a. b. c. 40 1.3 REFERENCES 41 A. Abbreviations and Acronyms CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 CONCRETE RESTORATION (2013-10) GG01-537110-0202002 321320-2 CONCRETE SIDEWALKS, DRIVEWAYS AND BARRIER FREE RAMPS Page 2 of 5 1 1. TAS — Texas Accessibility Standards 2 2. TDLR — Texas Department of Licensing and Regulation 3 B. Reference Standards 4 1. American Society for Testing and Materials (ASTM) 5 a. D545, Test Methods for Preformed Expansion Joint Fillers for Concrete 6 Construction (Non -extruding and Resilient Types) 7 b. D698, Test Methods for Laboratory Compaction Characteristics of Soil Using 8 Standard Effort (12,400 ft-lbf/ft3) 9 1.4 ADMINISTRATIVE REQUIREMENTS [NOT USED] 10 1.5 SUBMITTALS [NOT USED] 11 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS 12 A. Mix Design: submit for approval. Section 32 13 13. 13 B. Product Data: submit product data and sample for pre -cast detectable warning for 14 barrier free ramp. 15 1.7 CLOSEOUT SUBMITTALS 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: Placement of concrete shall be as specified in Section 32 13 13. 21 1.12 WARRANTY [NOT USED] 22 PART 2 - PRODUCTS 23 2.1 OWNER -FURNISHED PRODUCTS [NOT USED] 24 2.2 EQUIPMENT AND MATERIALS 25 A. Forms: wood or metal straight, free from warp and of a depth equal to the thickness of 26 the finished work. 27 B. Concrete: see Section 32 13 13. 28 1. Unless otherwise shown on the plans or detailed specifications, the standard class 29 for concrete sidewalks, driveways and barrier free ramps is shown in the following 30 table. 31 Standard Classes of Pavement Concrete Class of Minimum 28 Day Min. Maximum Course Concretes Cementitious, Compressive Water/ Aggregate Lb./CY Strength2 Cementitious Maximum psi Ratio Size, inch A 470 3000 0.58 1-1/2 32 33 C. Reinforcement: see Section 32 13 13. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 CONCRETE RESTORATION (2013-10) GG01-537110-0202002 1 2 321320-3 CONCRETE SIDEWALKS, DRIVEWAYS AND BARRIER FREE RAMPS Page 3 of 5 1. Sidewalk, driveway and barrier free ramp reinforcing steel shall be #3 deformed bars at 18 inches on -center -both -ways at the center plane of all slabs. 3 D. Joint Filler. 4 1. Wood Filler: see Section 32 13 13. 5 2. Pre -Molded Asphalt Board Filler: 6 a. Use only in areas where not practical for wood boards. 7 b. Pre -molded asphalt board filler: ASTM D545. 8 c. Install the required size and uniform thickness and as specified in plans. 9 d. Include two liners of 0.016 asphalt impregnated kraft paper filled with a mastic 10 mixture of asphalt and vegetable fiber and/or mineral filler. 11 E. Expansion Joint Sealant: see Section 32 13 73 where shown on the plans. 12 2.3 ACCESSORIES [NOT USED] 13 2.4 SOURCE QUALITY CONTROL [NOT USED] 14 PART 3 - EXECUTION 15 3.1 INSTALLERS [NOT USED] 16 3.2 EXAMINATION [NOT USED] 17 3.3 PREPARATION 18 A. Surface Preparation 19 1. Excavation: Excavation required for the construction of sidewalks, driveways and 20 barrier free ramps shall be to the lines and grades as shown on the plans or as 21 established by the City. 22 2. Fine Grading 23 a. The CONTRACTOR shall do all necessary filling, leveling and fine grading 24 required to bring the subgrade to the exact grades specified and compacted to at 25 least 90 percent of maximum density as determined by ASTM D698. 26 b. Moisture content shall be within minus 2 to plus 4 of optimum. 27 c. Any over -excavation shall be repaired to the satisfaction of the City. 28 B. Demolition / Removal 29 1. Sidewalk, Driveway and/ or Barrier Free Ramp Removal: see Section 02 41 13. 30 3.4 INSTALLATION 31 A. General 32 1. Concrete sidewalks shall have a minimum thickness of 4 inches. 33 2. Sidewalks constructed in driveway approach sections shall have a minimum 34 thickness equal to that of driveway approach or as called for by plans and 35 specifications within the limits of the driveway approach. 36 3. Driveways shall have a minimum thickness of 6 inches. Standard cross -slopes for 37 walks shall be 2 percent max in accordance with current TAS/TDLR guidelines. 38 The construction of the driveway approach shall include the variable height radius 39 curb in accordance with the plans and details. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 CONCRETE RESTORATION (2013-10) GG01-537110-0202002 32 13 20 - 4 CONCRETE SIDEWALKS, DRIVEWAYS AND BARRIER FREE RAMPS Page 4 of 5 1 4. All pedestrian facilities shall comply with provisions of TAS including location, 2 slope, width, shapes, texture and coloring. Pedestrian facilities installed by the 3 CONTRACTOR and not meeting TAS must be removed and replaced to meet TAS 4 (no separate pay). 5 B. Forms: Forms shall be securely staked to line and grade and maintained in a true 6 position during the depositing of concrete. 7 C. Reinforcement: see Section 32 13 13. 8 D. Concrete Placement: see Section 32 13 13. 9 E. Finishing 10 1. Concrete sidewalks, driveways and barrier free ramps shall be finished to a true, 11 even surface. 12 2. Trowel and then brush transversely to obtain a smooth unifoiiu brush finish. 13 3. Provide exposed aggregate finish if specified. 14 4. Edge joints and sides shall with suitable tools. 15 F. Joints 16 1. Expansion joints for sidewalks, driveways and barrier free ramps shall be formed 17 using redwood. 18 2. Expansion joints shall be placed at 40 foot intervals for 4 foot wide sidewalk and 50 19 foot intervals for 5 foot wide and greater sidewalk. 20 3. Expansion joints shall also be placed at all intersections, sidewalks with concrete 21 driveways, curbs, formations, other sidewalks and other adjacent old concrete work. 22 Similar material shall be placed around all obstructions protruding into or through 23 sidewalks or driveways. 24 4. All expansion joints shall be 1/2 inch in thickness. 25 5. Edges of all construction and expansion joints and outer edges of all sidewalks shall 26 be finished to approximately a 1/2 inch radius with a suitable fmishing tool. 27 6. Sidewalks shall be marked at intervals equal to the width of the walk with a 28 marking tool. 29 7. When sidewalk is against the curb, expansion joints shall match those in the curb. 30 G. Barrier Free Ramp 31 1. Furnish and install brick red color pre -cast detectable warning Dome -Tile, 32 manufactured by StrongGo Industries or approved equal by the City. 33 2. Detectable warning surface shall be a minimum of 24-inch in depth in the direction 34 of pedestrian travel, and extend to a minimum of 48-inch along the curb ramp or 35 landing where the pedestrian access route enters the street. 36 3. Locate detectable warning surface so that the edge nearest the curb line is a 37 minimum of 6-inch and maximum of 8-inch from the extension of the face of the 38 curb. 39 4. Detectable warning Dome -Tile surface may be curved along the corner radius. 40 5. Install detectable warning surface according to manufacturer's instructions. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 CONCRETE RESTORATION (2013-10) GG01-537110-0202002 321320-5 CONCRETE SIDEWALKS, DRIVEWAYS AND BARRIER FREE RAMPS Page 5 of 5 1 3.5 [REPAIR]/[RESTORATION] [NOT USED] 2 3.6 RE -INSTALLATION [NOT USED] 3 3.7 FIELD QUALITY CONTROL [NOT USED] 4 3.8 SYSTEM STARTUP [NOT USED] 5 3.9 ADJUSTING [NOT USED] 6 3.10 CLEANING [NOT USED] 7 3.11 CLOSEOUT ACTIVITIES [NOT USED] 8 3.12 PROTECTION [NOT USED] 9 3.13 MAINTENANCE [NOT USED] 10 3.14 ATTACHMENTS [NOT USED] 11 12 END OF SECTION Revision Log DATE NAME SUMMARY OF CHANGE CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 CONCRETE RESTORATION (2013-10) GG01-537110-0202002 321373-1 CONCRETE PAVING JOINT SEALANTS Page 1 of 5 1 SECTION 32 13 73 2 CONCRETE PAVING JOINT SEALANTS 3 PART 1 - GENERAL 4 1.1 SUMMARY 5 A. Section Includes 6 1. Specification for silicone joint sealing for concrete pavement and curbs. 7 B. Standard Detail 8 1. Typical Street Construction Details 9 C. Deviations from City of Fort Worth Standards 10 1 AWI G CLEANINI 11 12 13 AIER )IAR' 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 1 - General Requirements. 18 3. Section 32 13 13 - Concrete Paving. 19 1.2 PRICE AND PAYMENT PROCEDURES 20 A. Measurement and Payment. 21 1. Measurement: when specified in the plans to be a pay item, measure by the linear 22 foot of completed and accepted joint sealant. 23 2. Payment: Unless otherwise specified on rJ/ano, the THE work performed and 24 materials furnished IN ACCORDANCE WITH THIS ITEM WILL BE PAID FOR 25 AT THE UNIT PRICE BID PER LINEAR FOOT OF "JOINT SEALANT" 26 COMPLETED as required in this Section will not be paid for directly but will be 27 gaboidi y to other bid items. SUBSIDIARY WORK AND MATERIALS 28 INCLUDE: 29 a. SAWING JOINTS 30 b. CLEANING JOINTS 31 c. APPLYING JOINT SEALANTS UPON PLACING OF BOND BREAKER 32 ROD AND TAPE 33 d. FURNISHING AND INSTALLING ALL MATERIALS 34 e. ALL MANIPULATIONS, LABOR, EQUIPMENT, APPLIANCES, TOOLS, 35 AND INCIDENTALS NECESSARY TO COMPLETE THE WORK. 36 37 1.3 REFERENCES 38 A. Reference Standards 39 1. ASTM International (ASTM): CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 CONCRETE RESTORATION (2013-10) GGG01-537110-0202002 321373-2 CONCRETE PAVING JOINT SEALANTS Page 2 of 5 1 a. D5893, Standard Specification for Cold Applied, Single Component, 2 Chemically Curing Silicone Joint Sealant for Portland Cement Concrete 3 Pavements 4 1.4 ADMINISTRATIVE REQUIREMENTS [NOT USED] 5 1.5 ACTION SUBMITTALS [NOT USED] 6 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS 7 A. Test and Evaluation Reports 8 1. Prior to installation, furnish certification by an independent testing laboratory that 9 the silicone joint sealant meets the requirements of this Section. 10 2. Submit verifiable documentation that the manufacturer of the silicone joint sealant 11 has a minimum two-year demonstrated, documented successful field performance 12 with concrete pavement silicone joint sealant systems. 13 1.7 CLOSEOUT SUBMITTALS [NOT USED] 14 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 15 1.9 QUALITY ASSURANCE [NOT USED] 16 1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED] 17 1.11 FIELD CONDITIONS 18 A. Do not apply joint sealant when the air and pavement temperature is less than 35°F 19 B. Concrete surface must be clean, dry and frost free. 20 C. Do not place sealant in an expansion -type joint if surface temperature is below 35°F or 21 above 90°F. 22 1.12 WARRANTY [NOT USED] 23 PART 2 - PRODUCTS 24 2.1 OWNER FURNISHED PRODUCTS [NOT USED] 25 2.2 MATERIALS & EQUIPMENT 26 A. Materials 27 1. Joint Sealant: ASTM D5893. 28 2. Joint Filler, Backer Rod and Breaker Tape 29 a. The joint filler sop shall be of a closed cell expanded polyethylene foam backer 30 rod and polyethylene bond breaker tape of sufficient size to provide a tight seal. 31 b. The back rod and breaker tape shall be installed in the saw -cut joint to prevent 32 the joint sealant from flowing to the bottom of the joint. 33 c. The backer rod and breaker tape shall be compatible with the silicone joint 34 sealant and no bond or reaction shall occur between them. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 CONCRETE RESTORATION (2013-10) GGG01-537110-0202002 321373-3 CONCRETE PAVING JOINT SEALANTS Page 3 of 5 1 2.3 ACCESSORIES [NOT USED] 2 2.4 SOURCE QUALITY CONTROL [NOT USED] 3 PART 3 - EXECUTION 4 3.1 INSTALLERS [NOT USED] 5 3.2 EXAMINATION [NOT USED] 6 3.3 PREPARATION [NOT USED] 7 3.4 INSTALLATION 8 A. General. 9 1. The silicone sealant shall be cold applied. 10 2. Allow concrete to cure for a minimum of 7 days to ensure it has sufficient strength 11 prior to sealing joints. 12 3. Perform joint reservoir saw cutting, cleaning, bond breaker installation, and joint 13 sealant placement in a continuous sequence of operations. 14 4. See plans for the various joint details with their respective dimensions. 15 B. Equipment 16 1. Provide all necessary equipment and keep equipment in a satisfactory working 17 condition. 18 2. Equipment shall be inspected by the OWNER prior to the beginning of the work. 19 3. The minimum requirements for construction equipment shall be as follows: 20 a. Concrete Saw. The sawing equipment shall be adequate in size and power to 21 complete the joint sawing to the required dimensions. 22 b. Air Compressors. The delivered compressed air shall have a pressure in excess 23 of 90 psi and shall be suitable for the removal of all free water and oil from the 24 compressed air. 25 c. Extrusion Pump. The output shall be capable of supplying a sufficient volume 26 of sealant to the joint. 27 d. Injection Tool. This mechanical device shall apply the sealant uniformly into 28 the joint. 29 e. Sandblaster. The design shall be for commercial use with air compressors as 30 specified in this Section. 31 f. Backer Rod Roller and Tooling Instrument. These devices shall be clean and 32 free of contamination. They shall be compatible with the joint depth and width 33 requirements. 34 C. Sawing Joints: see Section 32 13 13. 35 D. Cleaning joints 36 1. Dry saw in one direction with reverse cutting blade then sand blast. 37 2. Use compressed air to remove the resulting dust from the joint. 38 3. Sandblast joints after complete drying. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 CONCRETE RESTORATION (2013-10) GGG01-537110-0202002 32 13 73 - 4 CONCRETE PAVING JOINT SEALANTS Page 4 of 5 1 a. Attach nozzle to a mechanical aiming device so that the sand blast will be 2 directed at an angle of 45 degrees and at a distance of 1 to 2 inches from the 3 face of the joint. 4 b. Sandblast both joint faces sandblasted in separate, one directional passes. 5 c. When sandblasting is complete, blow-out using compressed air. 6 d. The blow tube shall fit into the joints. 7 4. Check the blown joint for residual dust or other contamination. 8 a. If any dust or contamination is found, repeat sandblasting and blowing until the 9 joint is cleaned. 10 b. Do not use solvents to remove stains and contamination. 11 5. Place the bond breaker and sealant in the joint immediately upon cleaning. 12 6. Bond Breaker Rod and Tape: install in the cleaned joint prior to the application of 13 the joint sealant. 14 7. Do not leave open, cleaned joints unsealed overnight. 15 E. Joint Sealant 16 1. Apply the joint sealant upon placement of the bond breaker rod and tape, using the 17 mechanical injection tool. 18 2. Do not seal joints unless they are clean and dry. 19 3. Remove and discard excess sealant left on the pavement surface. 20 a. Do not excess use to seal the joints. 21 4. The pavement surface shall present a clean final condition as determined by City. 22 5. Do not allow traffic on the fresh sealant until it becomes tack -free. 23 F. Approval of Joints 24 1. The City may request a representative of the sealant manufacturer to be present at 25 the job site at the beginning of the final cleaning and sealing of j oints. 26 a. The representative shall demonstrate to the CONTRACTOR and the City the 27 acceptable method for sealant installation. 28 b. The representative shall approve the clean, dry joints before the sealing 29 operation commences. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 CONCRETE RESTORATION (2013-10) GGG01-537110-0202002 321373-5 CONCRETE PAVING JOINT SEALANTS Page 5 of 5 1 3.5 [REPAIR]/[RESTORATION] [NOT USED] 2 3.6 RE -INSTALLATION [NOT USED] 3 3.7 FIELD QUALITY CONTROL [NOT USED] 4 3.8 SYSTEM STARTUP [NOT USED] 5 3.9 ADJUSTING [NOT USED] 6 3.10 CLEANING [NOT USED] 7 3.11 CLOSEOUT ACTIVITIES [NOT USED] 8 3.12 PROTECTION [NOT USED] 9 3.13 MAINTENANCE [NOT USED] 10 3.14 ATTACHMENTS [NOT USED] 11 END OF SECTION 12 13 Revision Log DATE NAME SUMMARY OF CHANGE 1 CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 CONCRETE RESTORATION (2013-10) GGGO 1-537110-0202002 1 2 329119-1 TOPSOIL PLACEMENT AND FINISHING OF PARKWAYS Page 1 of 3 SECTION 32 91 19 TOPSOIL PLACEMENT AND FINISHING OF PARKWAYS 3 PART 1- GENERAL 4 1.1 SUMMARY 5 A. Section Includes 6 1. Furnish and place topsoil to the depths and on the areas shown on the plans. 7 B. Deviations from City of Fort Worth Standards 8 1. 9 10 11 2. Division 0 - Bidding Requirements, Contract Forms, and Conditions of the 12 Contract. 13 3. Division 1 - General Requirements. 14 1.2 PRICE AND PAYMENT PROCEDURES 15 A. Measurement and Payment SUBSIDIARY TO CONCRETE PAVING 16 1. Measurement: 17 a. Topsoil: m:�z:N3 Yam,• the cubic yard in place. 18 2. Payment: 19 a. Contract unit rrico na total c r f 1oµ&1r htuling, placingand 20 fur l-i 1 kbor equipment, toolo, Trapp ias, and incidentals as necessary to 21 complete work. 22 b. All excavation required by this item in cut sectio c-3ha11'ie measured in 23 24 provision that excavation will be moa u d and paid for once, regardless of the 25 manip-Nliktions involved. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 CONCRETE RESTORATION (2013-10) GG01-537110-0202002 32 91 19 -2 TOPSOIL PLACEMENT AND FINISHING OF PARKWAYS Page 2 of 3 1 1.3 REFERENCES [NOT USED] 2 1.4 ADMINISTRATIVE REQUIREMENTS [NOT USED] 3 1.5 ACTION SUBMITTALS 4 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED] 5 1.7 CLOSEOUT SUBMITTALS [NOT USED] 6 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 7 1.9 QUALITY ASSURANCE [NOT USED] 8 1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED] 9 1.11 FIELD [SITE] CONDITIONS [NOT USED] 10 1.12 WARRANTY [NOT USED] 11 PART 2 - PRODUCTS 12 2.1 OWNER -FURNISHED [oR] OWNER-SUPPLIEDPRODUCTS [NOT USED] 13 2.2 MATERIALS 14 A. Topsoil 15 1. Use easily cultivated, fertile topsoil that: 16 a. is free from objectionable material including subsoil, weeds, clay lumps, non- 17 soil materials, roots, stumps or stones larger than 1.5 inches 18 b. has a high resistance to erosion, and 19 c. is able to support plant growth. 20 2. Secure topsoil from approved sources. 21 3. Topsoil is subject to testing by the City. 22 4. pH: 5.5 to 8.5. 23 5. Liquid Limit: 50 or less. 24 6. Plasticity Index: 20 or less. 25 7. Gradation: maximum of 10 percent passing No. 200 sieve. 26 B. Water: Clean and free of industrial wastes and other substances harmful to the growth 27 of vegetation. 28 2.3 ACCESSORIES [NOT USED] 29 2.4 SOURCE QUALITY CONTROL [NOT USED] 30 PART 3 - EXECUTION 31 3.1 INSTALLERS [NOT USED] 32 3.2 EXAMINATION [NOT USED] 33 3.3 PREPARATION [NOT USED] 34 3.4 INSTALLATION 35 A. Finishing of Parkways. 36 1. Smoothly shape parkways, shoulders, slopes, and ditches. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 CONCRETE RESTORATION (2013-10) GG01-537110-0202002 32 91 19 -3 TOPSOIL PLACEMENT AND FINISHING OF PARKWAYS Page 3 of 3 1 2. Cut parkways to finish grade prior to the placing of any improvements in or 2 adjacent to the roadway. 3 3. In the event that unsuitable material for parkways is encountered, extend the depth 4 of excavation in the parkways six inches and backfill with top soil. 5 4. Make standard parkway grade perpendicular to and draining to the curb line. 6 a. Minimum: 1/4 inch per foot. 7 b. Maximum:4:1. 8 c. City may approve variations from these requirements in special cases. 9 5. Whenever the adjacent property is lower than the design curb grade and runoff 10 drains away from the street, the parkway grade must be set level with the top of the 11 curb. 12 6. The design grade from the parkway extends to the back of the walk line. 13 7. From that point (behind the walk), the grade may slope up or down at maximum 14 slope of 4:1. 15 B. Placing of Topsoil 16 1. Spread the topsoil to a uniform loose cover at the thickness specified. 17 2. Place and shape the topsoil as directed. 18 3. Hand rake finish a minimum of 5 feet from all flatwork 19 4. Tamp the topsoil with a light roller or other suitable equipment. 20 3.5 [REPAIR]/[RESTORATION] [NOT USED] 21 3.6 RE -INSTALLATION [NOT USED] 22 3.7 FIELD QUALITY CONTROL [NOT USED] 23 3.8 SYSTEM STARTUP [NOT USED] 24 3.9 ADJUSTING [NOT USED] 25 3.10 CLEANING [NOT USED] 26 3.11 CLOSEOUT ACTIVITIES [NOT USED] 27 3.12 PROTECTION [NOT USED] 28 3.13 MAINTENANCE [NOT USED] 29 3.14 ATTACHMENTS [NOT USED] 30 END OF SECTION 31 32 Revision Log DATE NAME CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 SUMMARY OF CHANGE CONCRETE RESTORATION (2013-10) GG01-537110-0202002 330514-1 ADJUSTING MANHOLES, INLETS, VALVE BOXES, AND OTHER STRUCTURES TO GRADE Page 1 of 6 1 SECTION 33 05 14 2 ADJUSTING MANHOLES, INLETS, VALVE BOXES, AND OTHER STRUCTURES TO 3 GRADE 4 PART 1 - 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 11 12 13 14 15 16 C. Related Specification Sections include, but are not necessarily limited to: 17 1. Division 0 — Bidding Requirements, Contract Forms, and Conditions of the 18 Contract 19 2. Division 1 — General Requirements 20 3. Section 33 05 10 — Utility Trench Excavation, Embedment and Backfill 21 4. Section 33 05 13 — Frame, Cover and Grade Rings 22 5. Section 33 39 10 — Cast -in -Place Concrete Manholes 23 6. Section 33 39 20 — Precast Concrete Manholes 24 7. Section 33 12 20 — Resilient Seated Gate Valve 25 8. Section 33 12 21 — AWWA Rubber -Seated Butterfly Valve 26 9. Section 33 04 11 — Corrosion Control Test Station 27 10. Section 33 04 12 — Magnesium Anode Cathodic Protection 28 1.2 PRICE AND PAYMENT PROCEDURES 29 A. Measurement and Payment 30 1. Manhole — Minor Adjustment: SUBSIDIARY TO CONCRETE PAVING 31 a. Measurement 32 1) Measurement for this It= zhall.i.-h adjustment using only grade 33 rings or other minor adjustment devices to a grade deified ox the 34 Drawings. 35 b. Payment 36 1) The work performed and the materials furnished in accordance with this 37 Item will be paid for at the unit price ✓d to each "Manhole Adjustment, 38 Minor" completed. 39 c. The price bikall include: 40 1) Paver,ert re ai CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 CONCRETE RESTORATION (2013-10) GG01-537110-0202002 330514-2 ADJUSTING MANHOLES, INLETS, VALVE BOXES, AND OTHER STRUCTURES TO GRADE Page 2 of 6 1 2) Excavation 2 3) I tul-ing 3 1) Diac✓rcd ofexcess material 4 5) Grade rings or other adjustment device 5 6) Furst: , 6 7) Jnan up 7 2. Manhole - Major Adjustment 8 a. Measurement 9 1) Measurement for this Item shall be per each adjustment requiring structural 10 modifications to manhole to a grade specified on the Drawings. 11 b. Payment 12 1) The work performed and the materials famished in accordance with this 13 Item will be paid for at the unit price bid per each "Manhole Adjustment, 14 Major" completed. 15 c. The price bid shall include: 16 1) Pavement removal 17 2) Excavation 18 3) Hauling 19 4) Disposal of excess material 20 5) Structural modifications, grade rings or other adjustment device 21 6) Furnishing, placing and compaction of embedment and backfill 22 7) Clean-up 23 3. Tnlet 24 a. Measurement 25 1) Measurement for this Item shall be per each adjustment requiring structural 26 modifications to inlet to a grade specified on the Drawings. 27 b. Payment 28 1) The work performed and the materials furnished in accordance with this 29 Item will be paid for at the unit price bid per each "Inlet Adjustment" 30 completed. 31 c. The price bid shall include: 32 1) Pavement removal 33 2) Excavation 34 3) Hauling 35 4) Disposal of excess material 36 5) Structural modifications 37 6) Furnishing, placing and compaction of embedment and backfill 38 7) Clean-up 39 4. Valve Box: SUBSIDIARY TO CONCRETE PAVING 40 a. Measurement 41 1) Measurement for this Itam eYak be per each adjustment to a grade specified 42 on the Drawings. 43 b. Payment 44 1) The work performed and the materials fu uvked in accordance with this 45 Item will b2 p;id for at the unit price bid per each "Valve Box Adjustment" 46 completed. 47 c. The price bid shall include: 48 1) Pavement removal 49 2) Excavation CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July I, 2011 CONCRETE RESTORATION (2013-10) GG01-537110-0202002 33 05 14 - 3 ADJUSTING MANHOLES, INLETS, VALVE BOXES, AND OTHER STRUCTURES TO GRADE Page 3 of 6 1 3) kk lirg 2 .1) Digosal of excess material 3 5) Adjustment device 4 6 Fu /J:h g, placing and compaction of embedment and backfill 5 7) gems up 6 5. Cathodic Protection Test Station 7 a. Measurement 8 1) Measurement for this Item shall be per each adjustment to a grade specified 9 on the Drawings. 10 b. Payment 11 1) The work performed and the materials furnished in accordance with this 12 Item will be paid for at the unit price bid per each "Cathodic Protection 13 Test Station Adjustment" completed. 14 c. The price bid shall include: 15 1) Pavement removal 16 2) Excavation 17 3) Hauling 18 4) Disposal of excess material 19 5) Adjustment device 20 6) Furnishing, placing and compaction of embedment and backfill 21 7) Clean-up 22 6. Fire Hydrant 23 a. Measurement 24 1) Measurement for this Item shall be per each adjustment requiring stem 25 extensions to meet a grade specified by the Drawings. 26 b. Payment 27 1) The work performed and the materials furnished in accordance with this 28 Item will be paid for at the unit price bid per each "Fire Hydrant Stem 29 Extension" completed. 30 c. The price bid shall include: 31 1) Pavement removal 32 2) Excavation 33 3) Hauling 34 4) Disposal of excess material 35 5) Adjustment materials 36 6) Furnishing, placing and compaction of embedment and backfill 37 7) Clean-up 38 7. Miscellaneous Structure UTILITY ADJUSTMENT 39 a. Measurement 40 1) Measurement for this Item shall be per each adjustment requiring structural 41 modifications to UTILITY/IRRIGATON LINE AND APPURTENANCES 42 WHERE SUCH UTILITY/IRRIGATION LINE ARE THE PROPERTY 43 OWNER'S RESPONSIBILITY TO MAINTAIN said structure to a grade 44 specified on the Drawings. 45 b. Payment CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 CONCRETE RESTORATION (2013-10) GG01-537110-0202002 330514-4 ADJUSTING MANHOLES, INLETS, VALVE BOXES, AND OTHER STRUCTURES TO GRADE Page 4 of 6 1 1) The work performed and the materials furnished in accordance with this 2 Item will be paid PER ACTUAL COST OF THE ADJUSTMENTS PLUS 3 TEN PERCENT TO COVER THE COST OF BOND AND OVERHEAD 4 INCURRED BY THE CONTRACTOR IN HANDLING THE UTILITY 5 ADJUSTMENTS for at the „rit p e bi po ea h "M 6 Structure Adjustment" completed. 7 c. The price bid shall include: 8 1) Pavement removal 9 2) Excavation 10 3) Hauling 11 4) Disposal of excess material 12 5) Structural UTILITY modifications 13 6) Furnishing, placing and compaction of embedment and backfill 14 d. Clean-up 15 1.3 REFERENCES 16 A. Reference Standards 17 1. Reference standards cited in this Specification refer to the current reference 18 standard 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. Texas Commission on Environmental Quality (TCEQ): 21 a. Title 30, Part I, Chapter 217, Subchapter C, Rule 217.55 — Manholes and 22 Related Structures. 23 1.4 ADMINISTRATIVE REQUIREMENTS [NOT USED] 24 1.5 SUBMITTALS [NOT USED] 25 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED] 26 1.7 CLOSEOUT SUBMITTALS [NOT USED] 27 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 28 1.9 QUALITY ASSURANCE [NOT USED] 29 1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED] 30 1.11 FIELD [SITE] CONDITIONS [NOT USED] 31 1.12 WARRANTY [NOT USED] 32 PART 2 - PRODUCTS 33 2.1 OWNER -FURNISHED [oR] OWNER -SUPPLIED PRODUCTS [NOT USED] 34 2.2 MATERIALS 35 A. Cast -in -Place Concrete 36 1. See Section 03 30 00. 37 B. Modifications to Existing Concrete Structures CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 CONCRETE RESTORATION (2013-10) GG01-537110-0202002 330514-5 ADJUSTING MANHOLES, INLETS, VALVE BOXES, AND OTHER STRUCTURES TO GRADE Page 5 of 6 1 1. See Section 03 80 00. 2 C. Grade Rings 3 1. See Section 33 05 13. 4 D. Frame and Cover 5 1. See Section 33 05 13. 6 E. Backfill material 7 1. See Section 33 05 10. 8 F. Water valve box extension 9 1. See Section 33 12 20. 10 G. Corrosion Protection Test Station 11 1. See Section 33 04 11. 12 H. Cast -in -Place Concrete Manholes 13 1. See Section 33 39 10. 14 I. Precast Concrete Manholes 15 1. See Section 33 39 20. 16 2.3 ACCESSORIES [NOT USED] 17 2.4 SOURCE QUALITY CONTROL [NOT USED] " 18 PART 3 - EXECUTION 19 3.1 INSTALLERS [NOT USED] 20 3.2 EXAMINATION 21 A. Verification of Conditions 22 1. Examine existing structure UTILITY LINE to be adjusted, for damage or defects 23 that may affect grade adjustment. 24 a. Report issue to City for consideration before beginning adjustment. 25 3.3 PREPARATION 26 A. Grade Verification 27 1. On major adjustments confirm any grade change noted on Drawings is consistent 28 with field measurements. 29 a. If not, coordinate with City to verify final grade before beginning adjustment. 30 3.4 ADJUSTMENT 31 A. Manholes, Inlets, and Miscellaneous Structures 32 1. On any sanitary sewer adjustment replace 24-inch frame and cover assembly with 33 30-inch frame and cover assembly per TCEQ requirement. 34 2. On manhole major adjustments, inlets and miscellaneous structures protect the 35 bottom using wood foams shaped to fit so that no debris blocks the invert or the 36 inlet or outlet piping in during adjustments. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 CONCRETE RESTORATION (2013-10) GG01-537110-0202002 330514-6 ADJUSTING MANHOLES, INLETS, VALVE BOXES, AND OTHER STRUCTURES TO GRADE Page 6 of 6 1 a. Do not use any more than a 2-piece bottom. 2 3. Do not extend chimney portion of the manhole beyond 24 inches. 3 4. Use the least number of grade rings necessary to meet required grade. 4 a. For example, if a 1-foot adjustment is required, use 2 6-inch rings, not 6 2-inch 5 rings. 6 B. Valve Boxes 7 1. Utilize typical 3 piece adjustable valve box for adjusting to final grade as shown on 8 the Drawings. 9 C. Backfill and Grading 10 1. Backfill area of excavation surrounding each adjustment in accordance to Section 11 33 05 10. 12 3.5 REPAIR / RESTORATION [NOT USED] 13 3.6 RE -INSTALLATION [NOT USED] 14 3.7 FIELD [oR] SITE QUALITY CONTROL [NOT USED] 15 3.8 SYSTEM STARTUP [NOT USED] 16 3.9 ADJUSTING [NOT USED] 17 3.10 CLEANING [NOT USED] 18 3.11 CLOSEOUT ACTIVITIES [NOT USED] 19 3.12 PROTECTION [NOT USED] 20 3.13 MAINTENANCE [NOT USED] 21 3.14 ATTACHMENTS [NOT USED] 22 END OF SECTION 23 24 Revision Log DATE NAME CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 SUMMARY OF CHANGE CONCRETE RESTORATION (2013-10) GG01-537110-0202002 347113-1 TRAFFIC CONTROL Page 1 of 6 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 1 2 3 PART 1 - GENERAL 4 1.1 SUMMARY 5 6 7 8 9 10 11 12 13 14 15 16 17 18 SECTION 34 71 13 TRAFFIC CONTROL A. Section Includes: 1. Installation of Traffic Control Devices and preparation of Traffic Control Plans B. Deviations from this City of Fort Worth Standard Specification 19 C. Related Specification Sections include, but are not necessarily limited to: 20 1. Division 0 — Bidding Requirements, Contract Forms and Conditions of the Contract 21 2. Division 1— General Requirements 22 1.2 PRICE AND PAYMENT PROCEDURES 23 A. Measurement and Payment 1. Installation of Traffic Control Device) a. 1. Measurement 1) Measurement for Traffic Control Devices shall be per month for the Project duration. a) A month is defined as 30 calendar days. IZryx:ent The .t o..v of rm d and m terialo fur t hea : ,-.rd , e .t it this Item and measured as provided under "Measurement" ±ai bo paid for at the unit price bid for "Traffic Control". c. The priw ✓kl ohai include: 1) Traffic Control implementation 2) Installation 3) Maintenance 4) Adjustments 5) Replacement° J Rt\tnal 40 2. Portable Message Signs 41 a. Measurement CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 CONCRETE RESTORATION (2013-10) GG01-537110-0202002 347113-2 TRAFFIC CONTROL Page 2 of 6 1 1) Measurement for this Item shall be per week for the duration of use. 2 b. Payment 3 1) The work performed and materials furnished in accordance to this Item and 4 measured as provided under "Measurement" shall be paid for at the unit 5 price bid per week for "Portable Message Sign" rental. 6 c. The price bid shall include: 7 1) Delivery of Portable Message Sign to Site 8 2) Message updating 9 3) Sign movement throughout construction 10 4) Return of the Portable Message Sign post -construction 11 3. Preparation of Traffic Control Plan Details: SUBSIDIARY NO SEPARATE PAY 12 a. Measurement 13 1) Measurement for this Itma'a per each Traffic Control Detail pnrApad, 14 r. Illyment 15 16 shah- > d fo t t t price br cr�ueh "Tra f c �0�t " 17 prepared. 18 c. The price biw h. include: 19 -1)- Prepa,-i g the T a ft ! 1 Pl D t '1 s 20 21 (TMUTCD) 22 3)T Obtg the g t a l d—T�o-fav al Engineer or.„b b + 23 4) Incorporation of City comments 24 1.3 REFERENCES 25 A. Reference Standards 26 1. Reference standards cited in this Specification refer to the current reference 27 standard published at the time of the latest revision date logged at the end of this 28 Specification, unless a date is specifically cited. 29 2. Texas Manual on Uniform Traffic Control Devices (TMUTCD). 30 3. Item 502, Barricades, Signs, and Traffic Handling of the Texas Department of 31 Transportation, Standard Specifications for Construction and Maintenance of 32 Highways, Streets, and Bridges. 33 1.4 ADMINISTRATIVE REQUIREMENTS 34 A. Coordination 35 1. Contact Traffic Services Division (817-392-7738) a minimum of 48 hours prior to 36 implementing Traffic Control within 500 feet of a traffic signal. 37 B. Sequencing 38 1. Any deviations to the Traffic Control Plan included in the Drawings must be first 39 approved by the City and design Engineer before implementation. 40 1.5 SUBMITTALS 41 A. Provide the City with a current list of qualified flaggers before beginning flagging 42 activities. Use only flaggers on the qualified list. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 CONCRETE RESTORATION (2013-10) GG01-537110-0202002 347113-3 TRAFFIC CONTROL Page 3 of 6 1 B. Obtain a Street Use Permit from the Street Management Section of the Traffic 2 Engineering Division, 311 W. 10th Street. The Traffic Control Plan (TCP) for the 3 Project shall be as detailed on the Traffic Control Plan Detail sheets of the Drawing set. 4 A copy of this Traffic Control Plan shall be submitted with the Street Use Permit. 5 C. Traffic Control Plans shall be signed and sealed by a licensed Texas Professional 6 Engineer. 7 D. Contractor shall prepare Traffic Control Plans if required by the Drawings or 8 Specifications. The Contractor will be responsible for having a licensed Texas 9 Professional Engineer sign and seal the Traffic Control Plan sheets. 10 E. Contractor responsible for having a licensed Texas Professional Engineer sign and seal 11 changes to the Traffic Control Plan(s) developed by the Design Engineer. 12 F. Design Engineer will furnish standard details for Traffic Control. 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] 19 1.12 WARRANTY [NOT USED] 20 PART 2 - PRODUCTS 21 2.1 OWNER -FURNISHED [oR] OWNER -SUPPLIED PRODUCTS [NOT USED] 22 2.2 ASSEMBLIES AND MATERIALS 23 A. Description 24 1. Regulatory Requirements 25 a. Provide Traffic Control Devices that conform to details shown on the 26 Drawings, the TMUTCD, and TxDOT's Compliant Work Zone Traffic Control 27 Device List (CWZTCDL). 28 2. Materials 29 a. Traffic Control Devices must meet all reflectivity requirements included in the 30 TMUTCD and TxDOT Specifications — Item 502 at all times during 31 construction. 32 b. Electronic message boards shall be provided in accordance with the TMUTCD. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 CONCRETE RESTORATION (2013-10) GG01-537110-0202002 34 71 13 -4 TRAFFIC CONTROL Page 4 of 6 1 2.3 ACCESSORIES [NOT USED] 2 2.4 SOURCE QUALITY CONTROL [NOT USED] 3 PART 3 - EXECUTION 4 3.1 EXAMINATION [NOT USED] 5 3.2 PREPARATION 6 A. Protection of In -Place Conditions 7 1. Protect existing traffic signal equipment. 8 3.3 INSTALLATION 9 A. Follow the Traffic Control Plan (TCP) and install Traffic Control Devices as shown on 10 the Drawings and as directed. 11 B. Install Traffic Control Devices straight and plumb. 12 C. Do not make changes to the location of any device or implement any other changes to 13 the Traffic Control Plan without the approval of the Engineer. 14 1. Minor adjustments to meet field constructability and visibility are allowed. 15 D. Maintain Traffic Control Devices by taking corrective action as soon as possible. 16 1. Corrective action includes but is not limited to cleaning, replacing, straightening, 17 covering, or removing Devices. 18 2. Maintain the Devices such that they are properly positioned, spaced, and legible, 19 and that retroreflective characteristics meet requirements during darkness and rain. 20 E. If the Inspector discovers that the Contractor has failed to comply with applicable federal 21 and state laws (by failing to furnish the necessary flagmen, warning devices, barricades, 22 lights, signs, or other precautionary measures for the protection of persons or property), the 23 Inspector may order such additional precautionary measures be taken to protect persons 24 and property. 25 F. Subject to the approval of the Inspector, portions of this Project, which are not affected by 26 or in conflict with the proposed method of handling traffic or utility adjustments, can be 27 constructed during any phase. 28 G. Barricades and signs shall be placed in such a manner as to not interfere with the sight 29 distance of drivers entering the highway from driveways or side streets. 30 H. To facilitate shifting, barricades and signs used in lane closures or traffic staging may 31 be erected and mounted on portable supports. 32 1. The support design is subject to the approval of the Engineer. 33 I. Lane closures shall be in accordance with the approved Traffic Control Plans. 34 J. If at any time the existing traffic signals become inoperable as a result of construction 35 operations, the Contractor shall provide portable stop signs with 2 orange flags, as 36 approved by the Engineer, to be used for Traffic Control. 37 K. Flaggers CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 CONCRETE RESTORATION (2013-10) GG01-537110-0202002 347113-5 TRAFFIC CONTROL Page 5 of 6 1 1. Provide a Contractor representative who has been certified as a flagging instructor 2 through courses offered by the Texas Engineering Extension Service, the American 3 Traffic Safety Services Association, the National Safety Council, or other approved 4 organizations. 5 a. Provide the certificate indicating course completion when requested. 6 b. This representative is responsible for training and assuring that all flaggers are 7 qualified to perform flagging duties. 8 2. A qualified flagger must be independently certified by 1 of the organizations listed 9 above or trained by the Contractor's certified flagging instructor. 10 3. Flaggers must be courteous and able to effectively communicate with the public. 11 4. When directing traffic, flaggers must use standard attire, flags, signs, and signals 12 and follow the flagging procedures set forth in the TMUTCD. 13 5. Provide and maintain flaggers at such points and for such periods of time as may be 14 required to provide for the safety and convenience of public travel and Contractor's 15 personnel, and as shown on the Drawings or as directed by the Engineer. 16 a. These flaggers shall be located at each end of the lane closure. 17 L. Removal 18 1. Upon completion of Work, remove from the Site all barricades, signs, cones, lights 19 and other Traffic Control Devices used for work -zone traffic handling in a timely 20 manner, unless otherwise shown on the Drawings. 21 3.4 REPAIR / RESTORATION [NOT USED] 22 3.5 RE -INSTALLATION [NOT USED] 23 3.6 FIELD [oR] SITE QUALITY CONTROL [NOT USED] 24 3.7 SYSTEM STARTUP [NOT USED] 25 3.8 ADJUSTING [NOT USED] 26 3.9 CLEANING [NOT USED] 27 3.10 CLOSEOUT ACTIVITIES [NOT USED] 28 3.11 PROTECTION [NOT USED] 29 3.12 MAINTENANCE [NOT USED] 30 3.13 ATTACHMENTS [NOT USED] 31 END OF SECTION 32 Revision Log DATE NAME CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 SUMMARY OF CHANGE CONCRETE RESTORATION (2013-10) GG01-537110-0202002 1 CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 347113-6 TRAFFIC CONTROL Page 6 of 6 CONCRETE RESTORATION (2013-10) GG01-537110-0202002 Name: ii7O. 7)d Company: FORT WORTH _'1"2.11raw-i Business Support TRANSPORTATION AND PUBLIC WORKS BUSINESS SUPPORT DIVISIO MBE REQUIRED DOCUMENTATION RECEIPT Official date and time Bid Date:9-06&,a/2/4/1 2()/ a/c_fteh_. Project Name (oi3-J) 0 Project Manager: a4__e_Q�,sLia in Forms Submitted Bv: Avn Forms Received Bv: ATTACHMENT 1A Page 1 of 4 FORT WORTH City of Fort Worth MBE Subcontractors/Suppliers Utilization Form PRIME COMPANY NAME: 2CMD, Inc. PROJECT NAME: Concrete Restoration (2013-10) City's MBE Project Goal: 13 Prime's MBE Project Commitment: 14 % Check applicable block to describe prime M/W/DBE NON-M//WDBE BI DATE 1/10/2013 PROJECT NUMBER GG01-537110-0202002 Identify all subcontractors/suppliers you will use on this project Failure to completethis form, in its entirety with requested documentation, and received by the Managing Department on or before 5:00 p.m. five (5) City business days 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 intoa 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. Marketplace is the geographic area of Tarrant. Dallas. Denton. Johnson. Parker. and Wise counties. Identify each Tier level. Tier is the level of subcontracting below the prime contractor, i.e., a direct payment from the prime contractor to a subcontractor is considered 1st tier, a payment by a subcontractor to its supplier is considered 2nd tier 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 prime 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 -operators, and receive full MBE credit. The MBE may lease trucks from non -MBEs, including owner -operators, but will only receive credit for the fees and commissions earned by the MBE as outlined in the lease agreement. Rev. 5/30/12 FORT WORTH ATTACHMENT 1A Page 2 of 4 Primes are required to identify ALL subcontractors/suppliers, regardless of status; i.e., Minority and non -MBEs. MBE firms are to be listed first, use additional sheets if necessary. If a subcontractor/supplier is identified as an SBE, please attach a copy of the firm's SBE certification if they have not previously registered with the City's M/WBE Office, which may be contacted for verification. Please note that only certified MBEs will be counted to meet an MBE goal. Attach NCTRCA Certificate ° SUBCONTRACTOR/SUPPLIER T' Detail Detail Company Name i Subcontracting Supplies Address e M W S M Work Purchased Telephone/Fax r B B B B E E E E MEDTRONIZ SOLUTION USA, LLC 503 CASTLEFORD DR. 1 ALLEN, TX 75013 Iv I 469-767-9645 TXI, INDUSTRIES 3600 LAWNWOOD ST. FORT WORTH, TX 76111 817-838-4212 BARNSCO, INC. 500 BLUE MOUND RD, FORT WORTH, TX 76106 817-740-2400 SOUTHERN STAR CONCRETE, INC. 7104 S. COOPER ST., ARLINGTON, TX 76001 817-467-2981 Dollar Amount RCN'°�'r''' $78,000.00 $78,000.00 HAVc—iNG 1 a ❑ ❑ ✓ eA 5� $4, 000. 00 $4, 000.00 5iC/ L 1 ❑❑ ❑ $25,000.00 $25,000.00 1 ❑ ❑ ❑ ✓ GS +x $182,407.00 $182,407.00 Rev. 5/30/12 FORTWORTH Ir— ATTAoHMswT1A Page ovvu � , � [ Primes are required hoidentify ALL regardless cfstatus; i.e.. Please list MBE firm's first, use additional sheets ifnecessary. .pleouoattach ncopy oythe firms GBEcertification if they have not previously registeredwith the Cdy's M8N8EOffice which may bocontacted for verification. Please note that on|vcertified MBEs will becounted humeet anMBE qua|. m t�» wCTmoA Cop mnx�a SUBCONTRACTOR/SUPPLIER T n Detail Detail Company Name i Subcontracting Supplies DoUmrAmmunt Address 0 M xx o M Work Purchased Telephone/Fax ' a e o B s E e s _1 F-1 —1 F— F —1 _1 F-1 _ Rev. 5/30/12 Total Dollar Amount of MBE Subcontractors/Suppliers Total Dollar Amount of Non -MBE Subcontractors/Suppliers TOTAL DOLLAR AMOUNT OF ALL SUBCONTRACTORS/SUPPLIERS $ 78,000.00 $ 211,407.00 $ 289,407.00 ATTACHMENT 1A Page 4 of 4 The Contractor 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 of 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 contractor 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 bidder 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 Tess 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. ,,t, Auth ze/d SiJn ture V PRINCIPAL Title 2CMD, INC. Company Name AZEEM YASIN Printed Signature MAQSOOD KHAN Contact Name/Title (if different) 817-459-1420/817- Telephone and/or Fax 1420 N. COOPER ST., STE 110 makhan@2cmdinc Address E-mail Address ARLINGTON, TX 76011 01/15/2013 City/State/Zip Date 423-6724 .com Rev. 5/30/12 isk1 NOP DALLAS/FORT WORTH MINORITY SUPPLIER DEVELOPMENT COUNCIL THIS CERTIFIES THAT 2 CMD Inc. Has met the requirements for certification as a bona fide Minority Business Enterprise as defined by the National Minority Supplier Development Council, Inc. (NMSDC) and as adopted by the Dallas/Fort Worth Minority Supplier Development Council . **NAICS Code(s): 236210; 236220; 541330; 541350; 237990 **Description of their product/services as defined by the North American Industry Classification System (NAICS) January 31, 2014 Issued Date January 14, 2013 Expiration Date DL09358 Certificate Number President, D/FW MSDC By using your assigned (through NMSDC only) password, NMSDC Corporate Members may view the original certificate by logging in at: htto:/lwww.nmsdc.orq An affiliate of the National Minority Supplier Development Council, Inc. (NMSDC) 2 CMD INC. CMBL/HUB Vendor Detail Vendor ID / 1010802491900 /35354 Number: HUB Status: A (HUB on CMBL) HUB Expire Date: Vendor Name: 16-FEB-16 2 CMD INC. Vendor 1420 N COOPER ST Address: SUITE 110 ARLINGTON, TX 76011 USA County: Vendor URL: Contact: ITARRANT www.2cmdinc.com President/Azeem Yasin Phone / Fax: 817-429-2700 / 817-423-6724 Email Address: Ethnicity / Gender: Business Description: Business Category: Small Business: CMBL Expire Date: azeemn.2cmdinc.com AS / M GENERAL CONTRACTING, CONSTRUCTION MANAGERMENT & DESIGN SPECIAL TRADE CONSTRUCTION (03) Y 23-JAN-14 Vendor Performance Commodity Delivery: Commodity Performance: Service Delivery: Service Performance: Non -Scored Reports: Delegated, Exempt, and Blanket POs: Exceptional Performance Reports: Score * # of POs 0 Satisfactory Class -Item I Commodity Description (bold for all items in class) 1906 11ARCHITECTURAL SERVICES, PROFESSIONAL 906- 7 Architect Services, Professional 0 0 0 Uns atis factory 0 commodity items shown for class 906 are available for the districts: 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 1909 ] BUILDING CONSTRUCTION SERVICES, NEW (INCL. MAINTENANCE AND REPAIR SERVICES) 909- Building Construction, Industrial (Warehouse, etc.) 21 909- 24 909- 57 Building Construction, Coi i iercial and Institutional Land Development and Sub -Division Services conuiodity items shown for class 909 are available for the districts: 1,2,3,4,5,6,7,8,9,10,11,12,13,14,15,16,17,18,19,20,21,22,23,24,25 918 *CONSULTING SERVICES 918- 15 918- 31 918- 42 Architectural Consulting Construction Consulting Engineering Consulting commodity items shown for class 918 are available for the districts: 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 1925 I *ENGINEERING SERVICES, PROFESSIONAL 925- 17 925- 36 925- 44 925- 88 Civil Engineering Engineering Services (Not Otherwise Classified) General Construction: Management, Scheduling, Cost Estimation - Engineering Structural Engineering commodity items shown for class 925 are available for the districts: 1,2,3,4,5,6,7,8,9,10,11,12,13,14,15,16,17,18,19,20,21,22,23,24,25 958 *MANAGEMENT SERVICES 958- 26 Construction Management Services commodity items shown for class 958 are available for the districts: 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 See the CMBL Information Page for information on updates. Contact CPA by email at e.cmbMcna.state.tx.us. tort CntrlTi» ReqIonI fcitot sadvantaged Business terprise Certification Medtronix Solutions USA, LLC Disadvantaged Business Enterprise lnis Ellett with the Agency an .Affidavit as defined by 49 CFR Part 26 and is hereby .certitied lo provide service(s) in the following areas: 238910; 561730: S;to Preparation Contramrs: Landscaping SerViCCS: 'NCI? This (7ertification is valApril 2012id. begining anal supereetled 3ny registration or listing previously issueil. 'This certification must ne updated annually by submission of an AnimalU1nii1c Affitlavit..At any tino, litere is a 1:11311giin wwriership or control or the run, notirkation must he mutter ituutc(riutoy to the ,Norilt Central Texas Regional Certifteation: Agency. Certificate expiration Certification Administrator April 12 Issued date ,21) CER1JElocrio7k; NO. IMDB53412Y0413 jif Trxas Historically Underutilized Business Certification and Compliance Program The Texas Comptroller of Public Accounts (CPA), hereby certifies that MEDTRONIX SOLUTIONS USA LLC has successfully met the- established requirements of the State of Texas Historically Underutilized Business (HUB) Program to be recognized as a HUB. This certificate, printed 25-MAY-2012, supersedes any registration and certificate previously issued by the HUB Program, If there are any changes regarding the information (i.e., business structure, ownership, day-to- day management, operational control, addresses, phone and fax numbers or authorized signatures) provided in the submission of the business' application for registrationtertification as a HUB, you must immediately (within 30 days of such changes) notify the HUB Program in writing_ The CPA reserves the right to conduct a compliance review at any time to confirm HUB eligibility. HUB certification may be suspended or revoked upon findings of ineligibility. Certificate/MD Number: 1204408863600 File/Vendor Number: 053273 Approval Date: 24-MAY-2012 Expiration Date: 24-MAY-2016 Paul A. Gibson Statewide HUB Program Manager Texas Comptroller of Public Accounts Texas Procurement and Support Services Division Note: In order for State agencies and institutions of higher education (universities) to be credited for utilizing this business as a HUB, they must award payment under the CertificateN11) Number identified above. Agencies and universities are encouraged to validate HUB r:ernilication prior to issuing a notice of award by accessing the Internet (http://www.Window.state.ix.ustprocurementifcmblihuborily.html) or by contacting the HUB Program at (888) 863-5881 or (512)463-5872. zCAll p WWW.2CMDINC.COM #F-007510 LETTER OF TRANSMITTAL 01-16-13 A10:37 IN CLIENT: CITY OF FORT WORTH/TPW DATE: 1-15-2013 ATTENTION: TARIQ UL ISLAM ADDRESS: CITY OF FORT WORTH 1000 THROCI MORTON STREET FORT WORTH, TX - 76102 Project Title: Concrete Restoration (2013-10) at Various Loco Subject: MBE Forms [ ] URGENT [] FOR REVIEW [X] HAND DELIVERED [ ] PLEASE REPLY [ ] VIA COURIER S.N. Qty Description of Item(s): 1 2 Subcontractor/Supplier Utilization Form w/2CMD MBE Certificate & Subcontractor DBE/HUB Certificate COMMENTS: 1420 N. COOPER STREET STE 110, ARLINGTON, TX 76011 PHONE: 817-459-1420 FAX: 817-423-6724 ATTACHMENT 1A Page 1 of 4 FORT WORTH City of Fort Worth MBE Subcontractors/Suppliers Utilization Form PRIME COMPANY NAME: 2CMD, Inc. PROJECT NAME: Concrete Restoration (2013-10) City's MBE Project Goal: 13 Prime's MBE Project Commitment: 14 % Check applicable block to describe prime M11N!DBE_ NON-M/NVDBE BID DATE 1/10/2013 PROJECT NUMBER GG01-537110-0202002 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 Managing Department on or before 5:00 p.m. five (5) City business days 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. Marketplace is the geographic area of Tarrant. Dallas. Denton. Johnson. Parker. and Wise counties. Identify each Tier level. Tier is the level of subcontracting below the prime contractor, i.e., a direct payment from the prime contractor to a subcontractor is considered 1st tier, a payment by a subcontractor to its supplier is considered 2nd tier 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 prime 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 -operators, and receive full MBE credit. The MBE may lease trucks from non -MBEs, including owner -operators, but will only receive credit for the fees and commissions earned by the MBE as outlined in the lease agreement. Rev. 5/30/12 FORT WORTH ATTACHMENT 1A Page 2 of 4 Primes are required to identify ALL subcontractors/suppliers, regardless of status; i.e., Minority and non -MBEs. MBE firms are to be listed first, use additional sheets if necessary. If a subcontractor/supplier is identified as an SBE, please attach a copy of the firm's SBE certification if they have not previously registered with the City's M/WBE Office, which may be contacted for verification. Please note that only certified MBEs will be counted to meet an MBE Goal. Attach N NCTRCA Certificate ° SUBCONTRACTOR/SUPPLIER T ° Detail Detail Company Name i Subcontracting Supplies Address e M W S M Work Purchased Telephone/Fax r B B B B E E E E MEDTRONIZ SOLUTION USA, LLC 503 CASTLEFORD DR. �j, ALLEN, TX 75013 1'• '' 469-767-9645 TXI, INDUSTRIES 3600 LAWNWOOD ST. FORT WORTH, TX 76111 817-838-4212 BARNSCO, INC. 500 BLUE MOUND RD, FORT WORTH, TX 76106 817-740-2400 SOUTHERN STAR CONCRETE, INC. 7104 S. COOPER ST., ARLINGTON, TX 76001 817-467-2981 DEMO-1TM TJ HiaULI r�C� Dollar Amount $78, 000.00 $78, 000.00 1 ❑❑ ❑ ✓ F LE'g" $4, 000.00 $4, 000.00 1 ❑❑ ✓ STEs61-- - $25,000.00 $25,000.00 M=N's co ❑ ✓ LID ❑ C ❑ ❑ I cow_ g-r-c $182,407.00 $182,407.00 suP PZiEK Rev. 5/30/12 FURS RTH ATTACHMENT 1A Page 3 of 4 Primes are required to identify ALL subcontractors/suppliers, regardless of status; i.e., Minority and non -MBEs. Please list MBE firm's first, use additional sheets if necessary. If a subcontractor/supplier is identified as an SBE, please attach a copy of the firms SBE certification if they have not previously registered with the City's M/WBE Office which may be contacted for verification. Please note that only certified MBEs will be counted to meet an MBE goal. Attach N NCTRCA Certificate e SUBCONTRACTOR/SUPPLIER T n Detail Detail Company Name i Subcontracting Supplies Address e Ni W S M Work Purchased Telephone/Fax r B B B B E E E E E❑ ❑ Dollar Amount Rev. 5/30/12 ATTACHMENT 1A Page 4 of 4 FORT WORTH Total Dollar Amount of MBE Subcontractors/Suppliers Total Dollar Amount of Non -MBE Subcontractors/Suppliers TOTAL DOLLAR AMOUNT OF ALL SUBCONTRACTORS/SUPPLIERS $ 78,000.00 $ 211,407.00 $ 289,407.00 The Contractor 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 of 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 contractor 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 bidder 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. A horiterbVgnature PRINCIPAL Title 2CMD, INC. Company Name 1420 N. COOPER ST., STE 110 Address ARL I N GTON, TX 76011 City/State/Zip AZEEM YASIN Printed Signature MAQSOOD KHAN Contact Name/Title (if different) 817-459-1420/817- Telephone and/or Fax makhan@2cmdinc E-mail Address 01/15/2013 Date 423-6724 .com Rev. 5/30/12 HEAVY & HIGHWAY CONSTRUCTION PREVAILING WAGE RATES 2008 1 Air Tool Operator $10.06 Asphalt Distributor Operator $13.99 1 Asphalt Paving Machine Operator $12.78 1 Asphalt Raker $11.01 Asphalt Shoveler $ 8.80 Batching Plant Weigher 1 $14.15 Broom or Sweeper Operator 1 $ 9.88 Bulldozer Operator 1 $13.22 { 1 Carpenter $12.80 1 Concrete Finisher, Paving $12.85 Concrete Finisher, Structures $13.27 1 Concrete Paving Curbing Machine Operator $12.00 Concrete Paving Finishing Machine Operator $13.63 1 Concrete PavingJoint Sealer Operator $12.50 Concrete paving Saw Operator 1 $13.56 Concrete Paving Spreader Operator $14.50 Concrete Rubber I $10.61 Crane, Clamshell, Backhoe, Derrick, Dragline, Shovel Operator 1 $14.12 1 Electrician 1 $18.12 1 Flagger $ 8.43 Form Builder/Setter, Structures $11.63 Form Setter, Paving & Curb $11.83 Foundation Drill Operator, Crawler Mounted $13.67 Foundation Drill Operator, Truck Mounted $16.30 Front End Loader Operator $12.62 Laborer, Common $ 9.18 Laborer, Utility $10.65 Mechanic $16.97 Milling Machine Operator, Fine Grade $11.83 Mixer Operator $11.58 Motor Grader Operator, Fine Grade $15.20 Motor Grader Operator, Rough $14.50 Oiler $14.98 Painter, Structures $13.17 Pavement Marking Machine Operator $I0.04 1 Pi9elayer $11.04 Reinforcing Steel Setter, Paving $14.86 Reinforcing Steel Setter, Structure $16.29 Roller Operator, Pneumatic, Self -Propelled 1 $11.07 Roller Operator, Steel Wheel, Flat Wheel/Tamping 1 $10.92 Roller Operator, Steel Wheel, Plant Mix Pavement 1 $11.28 Scraper Operator 1 $11.42 Servicer 1 $12.32 Slip Form Machine Operator $12.33 Spreader Box Operator $10.92 Tractor Operator, Crawler Type $12.60 Tractor Operator, Pneumatic $12.91 Traveling Mixer Operator $12.03 Truck Driver, Lowboy -Float 1 $14.93 Truck Driver, Single Axle, Heavy 1 $11.47 Truck Driver, Single Axle, Light 1 $10,91 Truck Driver, Tandem Axle, Semi -Trailer $11.75 Truck Driver, Transit -Mix $12.08 1 Wagon Drill, Boring Machine, Post Hole Driller Operator $14.00 Welder $13.57 Work Zone Barricade Servicer 1 $10.09 APPENDIX A: STREET LOCATIONS IBLK LIMIT 5100 - 5199 6950 - 7125 1120- 1199 3100 - 3199 100 - 199 700 - 799 6927 - 6956 7700 - 7799 1300 - 1599 280 - 749 750 - 1145 800 - 1299 STREET NAME BRUSH CREEK RD CAMELOT RD E DAGGETT AVE EVANS AVE E HATTIE ST ILLINOIS AVE LOMO ALTO DR MEADOWBROOK DR MISSOURI AVE S RIVERSIDE DR S RIVERSIDE DR UNIVERSITY DR CONCRETE RESTORATION (2013-10) STREET LIMITS HILLDALE RD - CAREY ST PVMT CHANGE - PVMT CHANGE E VICKERY BLVD - TENNESSEE AVE E BERRY ST - E DEVITT ST S MAIN ST - BRYAN AVE E CANNON ST - E LEUDA ST BEVERLY GLEN DR - OCEANO TER N MEADOWBROOK DR - MORRISON DR E MAGNOLIA AVE - E MADDOX AVE MARTIN LUTHER KING FWY - E VICKERY BLVD E VICKERY BLVD - PVMT CHANGE W 7TH ST - W LANCASTER AVE Mapsco SY 93B 200 104D 750 77G 250 77X 550 77E 150 77G 500 88Y 100 80D 500 77K 500 77H 2,200 77H 4,500 76A 400 TOTAL 10,600 APPENDIX B: STANDARDS d' DRAWING NO. 1 - H r 61. - 2 3" 1„ 82 - 4' F�RTWORTH iroject Title Funding Contractor: 2 22Contractor's Name • 12 — Questions on this Project Call: (817) 392 - XXXX 1i„ - 2 111 12 R1" TYP. After Hours Call: (817) 392 - X)<XX FONTS: FORT WORTH LOGO IN CHELTINGHAM BOLD ALL OTHER LETTERING IN ARIAL BOLD COLORS: FORT WORTH - PMS 288 - BLUE LONGHORN LOGO - PMS 725 - BROWN LETTERING - PMS 288 - BLUE BACKGROUND - WHITE BORDER - BLUE 2 1" 4 3" - 1" 1"TYP. 221„ NOTES: IF APPLICABLE TO THE PROJECT, CONTRACTOR SHALL OBTAIN VINYL STICKER "CITY GAS LEASE REVENUE IN ACTION" 1 LOGO AT CDR SIGN AND ENGRAVING, 6311 EAST LANCASTER AVE (817-451-4684), PEEL AND PLACE IN FUNDING SECTION. PROJECT DESIGNATION SIGN CITY OF FORT WORTH - CONSTRUCTION STANDARD I DATE: COLLAR CONFIGURATION FOR PAVED AREA MANHOLE FRAME AND 32" DIA. DUCTILE IRON COVER. (REFER TO STO. PRODUCT LIST) :": •. • 4000 PSI CONCRETE • Xit• "'"• 8— #4 REBARS TYP. 12" r I I MIN. 11 • ; ;2. 27;41 ".' 2" x 8" x 30" I.D. CONCRETE PRECAST GRADE RINGS PER ASTM C478. REBAR SHALL BE PLACED 3" MIN. FROM TOP AND BOTTOM OF CONCRETE COLLAR. El —14, E1-20, El —21 MATERIAL E2-14, E2-20, E2-21 CONSTRUCTION COLLAR CONFIGURATION 2"-- FOR UNPAVED AREA V-0" •••',•• • ; I • 1/!'•.;•;V::•:4 tr.1, '..;• • • !•,- • • • • .•••1 t. 1,7t' • • • ?!...A.••• • -.• 32" MIN. 30" CLEAR OPENING 2 ROWS OF RAIM—NEK SEAL —w/STAGGERED JOINTS OR — APPROVED EQUAL. SECTION A -A WHERE MANHOLES ARE IN THE STREET, INSTALL 2 OR MORE GRADE RINGS, AS NEEDED, BETWEEN CASTING AND TOP OF PAVEMENT. HINGED LIDS INSTALLED IN STREETS SHALL OPEN AGAINST THE FLOW OF TRAFFIC. CITY OF FORT WORTH, TEXAS MANHOLE FRAME, COVER, GRADE RINGS AND CONCRETE COLLAR 3" TYP. V 34" CHAMFER (TYP.) zA ua r GROUND 11 1 I I I t — CONCRETE COLLAR HEIGHT VARIES HINGED LIDS ARE REQUIRED ON 'ALL ELEVATED MANHOLES, JUNCTION BOXES AND WHERE SPECIFIED ON PLANS. (REFER TO STD. PRODUCTS UST) LOCKS TO BE INSTALLED ON ALL MANHOLE LIDS BELOW THE 100—YEAR FLOOD ELEV. AND WHERE SPECIFIED ON PLANS. DATE: OCT. 2009 SAN-009 Water.. Valve Riser Cross Section view Item Item Number Description 1 Steel Skirt 2 Weld 3 3/8" wide D.0 M Tube FC— --"' 12 gage G90 galvanized steel T Height of new asphalt overlay 1-4---- 3/8" D.O.M. Tube Material Description 12 gage A.I.S.1. 1020 Steel (A-36) G-90 Galvanized Lincoln Outersheild 71 Elite .045 D. O. M. Tube A.1.S.1.1026 (AS I3 type 5) Tensile Yield 33,000 P.S.I. Tensile Ultimate 60,000 P.S.1. 75,000 P.S.1. 85,000 P.S.1. 72.000 P.S.1. 87.000 P.S.J. Manhole Riser 3/8" Dia. Hole With 302 Stainless Steel Roll Pin Cross Section view HF*-- 10 or 12 gage G90 galvanized steel Expanding Linkage t 2 1/4" A 17/64" Diameter holes • 0111V 5i8 Item Item Number Description I 3/8" Roli Pins 2 Steel Skin 3 Weld 4 J/4" wide Rises Bar 5 Rod Ends 6 Turnbuckle 4 1/4" Material Description 302 Stsin1e Steel (14,000 LB Double Sheer Strength) 12 or 10 gage A.I.S.. 1020 Steel (A-36) G-90 Galvanized 65%.70% i welded Ha Rolled S A ..i. 1020 f A-36) Forging A.i.S.1. G1030 Steel )-Teel Treated BHN 240 Zinc Plated with Dichromate Finish A.I.S.I. 1020 BI.W 149' Line Plated dipped in Linebacker rust inhibitor Height q! new asphalt overlay 3/4" thick riser bat 3/4" O.D. 3/8" I. D. 3/8" - 16 Thread Tensile Tensile Yield Ultimate 33,000 P.S.I. 60,000 P.S.L. 75,000 P.S.I. 85,000 P.S.1. i33,000 P.S.L. 60,000 P.S.1. 70,000 P.S.1. 92,000 PS.i. 70,000 P S.1 80.000 P S 1 'PARKWAY wsets ) IODIAPADTED SELECT ancKnu rq Mcs 'ROADWAY VARIES E. REINFORCED CONENETE PAVEMENT (350G PO) ER N. %Tara ;we - (SEE MAT OETNE ND. 2) TYPICAL REINFORCED CONCRETE ROADWAY ton TO 504E DISTANCEESPANSNN .qN VANES (BGB NANNUN) SEE ,RAN51mSE CM SPACING (TABLE 3) HALF -WAY BE,0EEN MNTRACT 02 421109 SVERSE JOINT 1 JOINT RBCIS 0 BW Imo. UwxE JOINTSFAI Ni AWED SABINAOLRTR ONi D (SEE NT DETAILO. E) x . •1>B k55};i •, 'i l ": Z': - T•"S ( (If `T y } IY h Yk S i R{ '"l 2,^�'*mix` km iI;• ,¢( muEsb,y ♦;a *,C djP PRIM t3IITI1=BMO LONGITUDINAL PAVING SECTION NOT TO SCALE aN wm (SEE JOINT oEtot 110. 2) r s TABLE 2 ..., 3� (i:dT i �414 0 oc9ED LONGITUDINAL CONSTRUCTION JOINT NOT TO SOLE 2) rg TABLE D ;:T..1.14 fj x• P u55 BO.cE.R. `e Ns a BOE 027ED TRANSVERSE 991 STRUCTION JOINT W DEmPNEO�FBAARS 00AELED AND TO FnsTNO PAVENN,T 7670C. wrrAfonRE pV T AL SEALANT TRANSVERSE CONSTRUCTION JOINT IBEIWEEN EXIST. AND PROP. PAVEMENT) NOT 10 SCALE r SEE TABLE 2 -- ppS5ER�r., ¢f50 5 0 �FNPaIKllcyic5(B�1 t7lkilbNilriuv� SAWED DUMMY JOINT N BARue SEE IABiE S-T T NOT TO SCALE DCONE .OH! SrNAWET ism UW,T O.. NO. 2) i-SEE TALES T I O�OVFL >a�PP0.BT 017.BNSO11 aC. CONTRACTION JOINT Hort TO SCALE �TRANSVERSE WxE ER OIL NNW DEW. NOEXP. JOINT FLIER . I) Er INN CLEARANCE Silean INNS D•r SA (1,00T 1PE A. GRADE R2) "PARKWAY VARIE- NCBTDPEa I N•PER ad ) ox 6• I ONIPACTED SELECT BAT:NEILL TRANSVERSE EXPANSION CONSTRUCTION JOINT aED ONLY AT END OF RADIUS. P.C. OR P.T. STATIONS. BETWEEN EXIST. AND PROP. PAVEMENT) NOT TO SODE NT WTH (BEE ANTTOOE:0L SEALANT 2) r5Q TALE 2 PRN DLB s,Ba g.71 9't3 a0 ";,,00 1 OOst sEEaE ON W TO . r.•A DowEE Am DE EEwRED aR aN FT T BAR STOP TRANSVERSE EXPANSION JOINT NOT TO EONS JOINT DETAIL NO. 1 JOINT DETAIL NO. 2 NOT TO SCALE DESIGNED: DRAWN: j/�j LEGEND EDGE a ASPHALT NEE Of GRAVEL R n"'B`ws�xn` P 5 NOT. As RAN ENE EASE/ENT ME MARIAM FLOW ARROW WM TRANSITION PROPOSE] ONDIETE CONSTRUCTION NOTES I. RR DEFORNED BM VOGEL W BARS NO C NAETERS AND NE R. NE HAND POINIS N THE STREET SHALL DEB SACK P ANY. MST BE SAREB As ONEOTE0 BY ME ENONEER. 4. ALL KOCKOUTS SHALL BE MOB BACK OF CURB. ESCEPT F. ALEN& g0SCN i5 Pa0ED 0n1R nE PAWN* sue UAs DES* c0NSTRuc1FB. SUE nE .TTAwm ane.uAY BE usm As AN AFTLD,ATE uETRw FDR ccusTRucRHD TanJo1 N.. T WON 060TT6vw 1N• (PA wo1T.Bov076 sm TuceNT I =Nice HRH utt}}• ,Ea AT'(/2 CVANNON BUNavEnElYIRAOREN .:DNT 070,b0) ran a.s90GARDv RMAROAL I c I w I7 "Tgar 42, Mgr ill 10II:J1,JL CITY OF FORT WORTH, TEXAS TRANSPORTATION AND PUBLIC WORKS INFRASTRUCTURE MANAGEMENT DIVISION REINFORCED CONCRETE PAVEMENT CONSTRUCTION DETAILS "A",NSA I DA APRIL 2011 I OaPir SHEET DRIVEWAY NOW,) PRO DE B' M4ix0N µMMPANSON .UN1 CONNECTING TO EXISTING CONCRETE ORM O7Nrt(SUBSaARr TO 0R4EWA1]. M1H oar BARS a CNBO,' 20C. ORItxAr f PaAETVn00A; 0Eq E BOER. MORONTIRO °ESS ANEN,Y TO BE POURED SE OR APPROACK c 9ttWFOR)100' S ORREVIAT APPROACH. ARO NI SHALL A£ REMOVED AND RULACEY. IIER9 :•1R 000m l ,2,7 °M'A. I NM •e• TO IS SO IS. Rr mss'Ismrl Ts r TO J. Ir t 90[W°11� I -A (SEE TABLE) p •_O-� e01tliRSeir iE maMxc7 i i1HE) 12. N TOE EXPANSION (EMCPT S .10INT ufn) 111 BOIE LA OWL[ OW. SINGLE DRY. PLAN VIFW 0. &W. £ 0 'i aT0RBND AS (GONG. PAY/WENT atom MN/SKR JOINT (EXCEPT 9w-POINTO) SAS w "aim ama B S. r-- SFT:I1ON A -A DRIVEWAY APPROACH NOT TO SCALE r 10010 ° MINT �0000J01Nf SMART OF 4xw 11 YµN m£RINANE 2:47 `0AR 100020101E DAMMr Awx J PLAN OF STEEL LAYOUT NOT 10 SCALE BA01 OF ONO 1 CONSTRUCTION J01 CAP ,., 'U' BANS 0 04' 0.C. (0P0®s OARSE TINT THE PAMNG sue IS a30) {' SLOPE PANNO SLAB Aacxl _LE MONOLITHIC CURB SCALE NOT remantra J aPA4ON N BACKER. V111 PROPOSE0 RIBGRAOE TYPICAL ROADWAY SUPERIMPOSED CURB NOT TO SCALE EXPANSION JOINT BETWEEN CURB & SIDEWALK NOT TO SCALE Y APPROACH - R ER o x D r (SEE ROTE 4) I I II 1 i I 11 t,'�I. CRON JOINT --NTER0C1ND STREET (Tr.) CONTRACTION AIMS BI0-OAT FROM ER ER OF CURB Ew BAEZ ONRE T Arm DO BLOCK-OSwe RECESS D OR (SE SAC OURS BACK a CURB T BATED OUNRY JOHNS „Cr RETURN MARRON JOINT r CURS rw 1x Ea n ME NOTE .) SPACING DIAGRAM FOR JOINTS & BLOCKOUTS NOT TO SCALE LEGEND CONOTETE CMS am Of ASPHALT COCE OF CRAWL 01aRV£Y BA ] i 5 x0irn 00 PROPERTY LANE ElVENENT LINE ININNACZ MOW ARROW NNAC TRANSITION PROPOSED CCNCRETE LAST. CONCRETE TO BE REMOVED CONSTRUCTION NOTES I. FOR DffGFMEO BAR SPLICES. LAP BARS CO UNI.FTERS 000 lE NE EET BE 6 SACK Emmet CURB! CUTTER, IF Nit MU T BE SAWS AS DIRECTED BY n¢ ENONEEB. ALL BLOCI1011S a,LL BE r a0N eAIX OP CMS, ENOPT FOR NUTS P N c°NBwaZ i1e neP�An",wm ane.uA BE usn As AiNAA"u.NC+ER�rz%iimao rm NwNswucnxc RT£ 1 uA.m owTAlr MINT REPRO I lit I ..,GPTM r I or r AeE2 pAwlar RaxBNaxc cTm PLACEMENPLACEMENT(PAW024130oeasl I a C CO+anp III r A NOM ALL ROYALS m eAL NI r rn I° I LL I I° AREEo I E m er i m I .a I I IRS I SW NO mA I I 111111111111111rt III i III ee CITY OF FORT WORTH, TEXAS TRANSPORTATION AND PUBLIC WORKS INFRASTRUCTURE MANAGEMENT DIVISION REINFORCED CONCRETE PAVEMENT CONSTRUCTION DETAILS DESIGNED DRAWN: SCALE: D/111:: N/A APRIL 2011 SHEET OE s ��z Re