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Contract 47105
COPY FOR: mIP W+ `riY1 µ S'1'" rl "IGWN'.- n „xiueir arnx i mwm „W�1 w�A!7W+WMN""Y)l"gW ��qq gg 1yyi��f ' :=MYSURVARY "" PROJECT MANUAL FY4 LIMA„ ., FOR 2014 CIP SIDEWALK CONTRACT At Various Locations City,Project N . 02587 DOE,No. 7460 Betsy Price David Cooke May,or City,Manager Douglas W.'Wiersig,P.E. Director, Transportation and Public Works Department c PAY'�%n irk'Mw ' ffy �dby '^ItiN�l�ni idJpu!Ni�N l� ' 1 TRANSPORTATION.AND K, L wi WORKS 0rMU7hWwFw p�nQ'790 Ww.u!wn,Nm06w rR'W y0!wAV)W*�acM1nWw�wfN�NJ4V'W4WI�911J"�; df 2,01 - ffi gy m 7*07 10,00 x r� /l/l , M&C Review Page I of 3 Official site,of flee City of Foit Worth,Texas FoRrWovn CITY COUNCIL AGENDA ........... .............. ............. .................................. ............................ ......Ill. COUNCIL ACTION: Approved on 8/4/2016 DATE: 8/4/2015 REFERENCE NO.: **C-27404 LOG NAME: 202014 SIDEWALK CONTRACT CODE: C TYPE: CONSENT PUBLIC NO HEARING: SUBJECT: Authorize Execution of 2014 Bond Program Sidewalk Contract No. 2 with Construction Companies Group, LLC, in the Amount of$417,294.00 for the Construction of Approximately 53,757 Square Feet of Concrete Sidewalk and Seventy Americans with Disabilities Act Barrier-Free Ramps at Designated Locations in the City and Provide for Additional Construction Costs and Contingencies for a Total Project Amount of $573,617.50 (2014 BOND PROGRAM) (COUNCIL DISTRICTS 2, 4 and 7) RECOMMENDATION: It is recommended that the City Council authorize execution of 2014 Bond Program Sidewalk Contract No. 2 with Construction Companies Group, LLC, in the amount of$417,294.00, for construction of approximately 53,757 square feet of concrete sidewalk and seventy Americans with Disabilities Act barrier-free ramps at designated locations in the City. DISCUSSION: The 2014 Bond Program includes sidewalk funds in the amount of$10,000,000.00 for City-wide installation of sidewalks over a five year period. The City's capital project implementation plan allocated $1,000,000.00 in FY 2014-2015 for sidewalk projects under the 2014 Bond Program. The project goal of the sidewalk program is to focus on streets with high pedestrian activity where sidewalks or Americans with Disabilities Act (ADA) barrier-free ramps do not exist, gaps in the existing sidewalk network exist or there are opportunities to extend the current sidewalk network. The sidewalk program seeks to improve the use, safety and comfort for pedestrians. The 2014 Bond Program Sidewalk Contract No. 2 provides for the construction of approximately 53,757 square feet of sidewalk and 70 ADA barrier-free ramps to fill gaps in areas of high pedestrian activity that are included in City Project No. 02587 of the 2014 Bond Program as shown on the attached map and detailed list. Construction is scheduled to begin in August 2015 with project completion by December 2015. ITEM COSTS Construction Bid $417,294.00 Reserve for Change Orders or Contingencies (25 $104,323.50 percenD Subtotal Construction: $521.617.60 Construction Mgmt, Surveying, Material Testing $52,000,00 and Ins2ection Subtotal Services: $62,000.00 TOTAL PROJECT COSTS: $673,617.60 Upon completion of this capital project, there will be no annual operating impact to the Transportation/Public Works operating budget. The project was advertised for bid in the Fort Worth Star-Telegram on April 23, 2015 and April http://apps.cfwnet.org/council_packet/mc—review.asp?ID=21261&councildate--8/4/2015 8/12/2015 M&C Review Page 2 of 3 30, 2015. On May 21, 2015, the following bids were received: Bidders Amounts Construction Companies Group, LLC $417,294.00 HQS Construction, LLC $516,193.40 Arreguin Group, Inc. $607,524.20 This project is included in the 2014 Bond Program. Available resources within the General Fund will be used to provide interim financing for these expenses until debt is issued. Once debt associated with this project is sold, bond proceeds will reimburse the General Fund in accordance with the statement expressing official Intent to Reimburse that was adopted as part of the ordinance canvassing the bond election-Ordinance No. 21241-05-2014. M/WBE OFFICE-Construction Companies Group, LLC, is in compliance with the City's BDE ordinance by committing to 22 percent MBE participation on this project, The City's MBE goal on this project is 17 percent. Fund FY16 Total 2014 Projected Total Revised Appropriation Bond Encumbered/ Program Program Expenditures Balance Sidewalk Allocation 2014 $1,000,000.00 $10,000,000.00 $1,192,540.65 $8,807,459.35 Bond Program- Sidewalks These sidewalk projects are located in COUNCIL DISTRICTS 2, 4 and 7, Mapsco 8P, 22U, 32M, 32Q, 47G, 48V, 49D, 61 D, 61 G, 61 H, 62P and 63H. FISCAL INFORMATION/CERTIFICATION: The Financial Management Services Director certifies that funds are included in the Fiscal Year 2015 Adopted Budget of the 2014 Bond Program per Ordinance No. 21457-09-2014 and funds are available in the General Fund to pay expenses which will be incurred on this contract until reimbursement can occur from the issuance of public securities. TO Fund/Account/Centers FROM Fund/Account/Centers C210 541200 201380258783 $417,294.00 Submitted for City Manager's Office by: Fernando Costa (6122) Originating Department Head: Douglas W. Wiersig (7801) Additional Information Contact: Tariqui Islam (2486) David Jodray(2891) ATTACHMENTS http://apps.cfwnet.org/council_pacicet/mc—review.asp?ID=21261&councildate=8/4/2015 8/12/2015 M&C Review Page 3 of 3 AL .291,4,Cl�PSidewail�k (�'".�o(��n'tr",ri�ct2.pdf Sidewalk Locatioris Colitrelict 2, http://apps.cfwnet.org/council_packet/mc—review.asp?ID=21261&councildate=8/4/2015 8/12/2015 000000-1 TABLE OF CONTENTS Page 1 of 2 1 SECTION 00 00 00 2 TABLE OF CONTENTS 3 4 Division 00- General Conditions 5 00 05 10 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 1100 Summary of Work 26 01 31 19 Preconstruction Meeting 27 01 31 20 Project Meetings 28 01 32 16 Construction Progress Schedule 29 01 32 33 Preconstruction Video 30 01 35 13 Special Project Procedures 31 01 45 23 Testing and Inspection Services 32 01 50 00 Temporary Facilities and Controls 33 01 55 26 Street Use Permit and Modifications to Traffic Control 34 01 58 13 Temporary Project Signage 35 01 70 00 Mobilization and Remobilization 36 01 71 23 Construction Staking 37 01 74 23 Cleaning 38 01 77 19 Closeout Requirements 39 01 78 39 Project Record Documents 40 41 Division 02-Existing Conditions 42 02 41 13 Selective Site Demolition 43 02 41 15 Paving Removal 44 45 Division 31-Earthwork 46 31 1000 Site Clearing 47 31 23 16 Unclassified Excavation 48 CITY OF FORT WORTH 2014 CIP SIDEWALK CONTRACT 2 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 02587 Revised November 9,2011 000000-2 TABLE OF CONTENTS Page 2 of 2 1 Division 32-Exterior Improvements 2 32 13 13 Concrete Paving 3 32 13 20 Concrete Sidewalks,Driveways and Barrier Free Ramps 4 32 13 73 Concrete Paving Joint Sealants 5 32 16 13 Concrete Curb and Gutters and Valley Gutters 6 32 17 23 Pavement Markings 7 32 17 25 Curb Address Painting 8 32 32 13 Cast-In-Place Concrete Retaining Walls 9 3291 19 Topsoil Placement and Finishing of Parkways 10 32 92 13 Hydro-Mulching,Seeding,and Sodding 11 12 Division 33—Utilities 13 33 05 13 Frame,Cover,and Grade Rings 14 33 05 14 Adjusting Manholes,Inlets,Valve Boxes,and Other Structures to Grade 15 16 Division 34-Transportation 17 34 71 13 Traffic Control 18 19 Technical Specifications listed below are included for this Project by reference and can be 20 viewed/downloaded from the City's Buzzsaw site at: 21 22 htps://projectpoint.buzzsaw.conV client/fortworth.ov/Resources/02%20- 23 %20Construction%2ODocuments/Specifications 24 25 Division 99—Special Technical Specifications 26 9999.0096 Paving Construction Allowance 27 28 Appendix 29 GC-6.06.1) Minority and Women Owned Business Enterprise Compliance 30 GC-6.07 Wage Rates 31 A Locations 32 B Standards and Details 33 34 END OF SECTION C=OF FORT WORTH 2014 CIP SIDEWALK CONTRACT 2 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 02587 Revised November 9,2011 000510-1 MAYOR AND COUNCIL COMMUNICATION(M&C) Page I of I 1 SECTION 00 0510 2 MAYOR AND COUNCIL COMMUNICATION(M&Q 3 4 5 6 [Assembler.- For Contract Document execution, remove this page and replace with the approved 7 M&Cfor the award of the project. M&C insert shall be on blue paper.] 8 9 10 11 12 13 14 15 16 17 18 19 20 END OF SECTION CITY OF FORT WORTH 204 CIP SIDEWALK CONTRACT 2 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 02587 Revised July 1,2011 000515-1 ADDENDA Page 1 of 1 1 SECTION 00 0515 2 ADDENDA 3 4 5 6 [Assembler. For Contract Document execution, remove this page and replace with any addenda 7 issued during bidding.] 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 END OF SECTION CITY OF FORT WORTH 2014 CIP SIDEWALK CONTRACT 2 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 02587 Revised July 1,2011 001113-1 INVITATION TO BIDDERS Page 1 of 2 1 SECTION 001113 2 INVITATION TO BIDDERS 3 4 RECEIPT OF BIDS 5 Sealed bids for the construction of 2014 CIP CONCRETE SIDEWALK CONTRACT 2,AT 6 VARIOUS LOCATIONS,City project#02587,will be received by the City of Fort Worth 7 Purchasing Office: 8 9 City of Fort Worth 10 Purchasing Division 11 1000 Throckmorton Street 12 Fort Worth,Texas 76102 13 until 1:30 P.M. CST,Thursday,May 21,2015,and bids will be opened publicly and read aloud 14 at 2:00 PM CST in the Council Chambers. 15 16 GENERAL DESCRIPTION OF WORK 17 The major work will consist of the(approximate)following: 18 53,757 S.F. 4"Concrete sidewalk 910 S.F. Concrete Retaining wall 70 EA Install ADA Ramp 5,130 S.Y. Block Sod Placement 19 DOCUMENT EXAMINATION AND PROCUREMENTS 20 The Bidding and Contract Documents may be examined or obtained on-line by visiting the City 21 of Fort Worth's Purchasing Division website at http://www.fortworth og v.org�purchasin J and 22 clicking on the Buzzsaw link to the advertised project folders on the City's Buzzsaw site.The 23 Contract Documents may be downloaded,viewed, and printed by interested contractors and/or 24 suppliers. 25 26 Copies of the Bidding and Contract Documents may be purchased from Nikki McLeroy, 817- 27 392-8459,City of Fort Worth,Transportation and Public Works, 1000 Throckmorton St.,Fort 28 Worth,TX 76102 29 30 The cost of Bidding and Contract Documents is: $30.00 31 32 PREBID CONFERENCE 33 A prebid conference may be held as described in Section 00 21 13-INSTRUCTIONS TO 34 BIDDERS at the following location,date,and time: 35 DATE: Wednesday,May 6,2015 36 TIME: 9:00 A.M. 37 PLACE: Transportation and Public Works, 1000 Throckmorton St.,RM#: 270,Fort 38 Worth,Texas 76102 39 LOCATION: Municipal Building,2nd Floor 40 CITY OF FORT WORTH 2014 CIP CONCRETE SIDEWALK,CONTRACT 1 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 02406 Revised November 27,2012 001113-2 INVITATION TO BIDDERS Page 2 of 2 1 2 CITY'S RIGHT TO ACCEPT OR REJECT BIDS 3 City reserves the right to waive irregularities and to accept or reject bids. 4 5 INQUIRIES 6 All inquiries relative to this procurement should be addressed to the following: 7 Attn: Tariqul Islam,City of Fort Worth 8 Email: tariqul.islam @fortworthtexas.gov 9 Phone: 817-392-2486 10 11 ADVERTISEMENT DATES 12 April 23,2015 13 April 30,2015 14 15 END OF SECTION CITY OF FORT WORTH 2014 CIP CONCRETE SIDEWALK,CONTRACT 1 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 02406 Revised November 27,2012 0021 13-1 INSTRUCTIONS TO BIDDERS Page 1 of 9 1 SECTION 00 2113 2 INSTRUCTIONS TO BIDDERS 3 1. Defined Terms 4 5 1.1.Terms used in these INSTRUCTIONS TO BIDDERS,which are defined in Section 00 72 6 00-GENERAL CONDITIONS. 7 8 1.2.Certain additional terms used in these INSTRUCTIONS TO BIDDERS have the 9 meanings indicated below which are applicable to both the singular and plural thereof. 10 11 1.2.1. Bidder: Any person,firm,partnership,company,association,or corporation acting 12 directly through a duly authorized representative,submitting a bid for performing 13 the work contemplated under the Contract Documents. 14 15 1.2.2. Nonresident Bidder:Any person,firm,partnership, company,association,or 16 corporation acting directly through a duly authorized representative,submitting a 17 bid for performing the work contemplated under the Contract Documents whose 18 principal place of business is not in the State of Texas. 19 20 1.2.3. Successful Bidder: The lowest responsible and responsive Bidder to whom City 21 (on the basis of City's evaluation as hereinafter provided)makes an award. 22 23 2. Copies of Bidding Documents 24 25 2.1.Neither City nor Engineer shall assume any responsibility for errors or misinterpretations 26 resulting from the Bidders use of incomplete sets of Bidding Documents. 27 28 2.2.City and Engineer in making copies of Bidding Documents available do so only for the 29 purpose of obtaining Bids for the Work and do not authorize or confer a license or grant 30 for any other use. 31 32 33 34 35 36 37 38 39 3.2.Eaeh Biddef unless etiffefidy pfequalified, 40 seven(7)ea enda days ie to Rid epening,the aeefff eata4ien identified in Seetion 00 41 . 42 43 3.2.1 Subf., __-___of...,,1/.. .,u „srinnc related to pr-equalifieation shet ld be 1dd fesse d w 44 . 45 46 CITY OF FORT WORTH 2014 CIP SIDEWALK CONTRACT 12 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 02586 Revised November 27,2012 002113-2 INSTRUCTIONS TO BIDDERS Page 2 of 9 1 3.3.The City Fesefves the fight to fequife any pfe qualified eefAfaetaf who is the apparent low 2 biddef(s)fe 'eet t,. ubfr:t eh additional in fe .,tio as t1. City, its 1 Y� J 3 d.isFret;,. fflay q e4ti sing but not liw te,7 to fflanpewef .,.7 e t 4 4 5 to-a-s-sisit the,City in eyaluat_iag and assessing the ability ef the appafetA low biddef(s�4e 6 deli, a alit eduet and sueeessfully eamplete ,.ts f, the ametint bid a 7 the stipulated tiffke ffame.Based upen the Qty's assessment ef the submitted 8 infeffflafieii, 9 City Coupe:t >railufe t,. ..,,t.m t the additional if t• if t d may be gfeunds 10 for westing the,.papa A la bidder a n ff t o t t tt>, —���uaiF,the II�II ICjD�IIOI�G.ZIIIGCCG�CDlauu 11 netifie in .,-sting of a .i tie., to the City G .t __---- -�----- . .. �...F,.,� cvmxizcilain-rorrm-alccnj=a.�ancrc. 12 13 , 14 within vafieus seetions ef the Gentfaet Doeuments. 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 4.1.4. < >Be advised,City,in accordance with Title VI of the Civil Rights Act of 1964, 34 78 Stat.252,42 U.S.C.2000d to 2000d-4 and Title 49,Code of Federal 35 Regulations,Department of Transportation,Subtitle A,Office of the Secretary,Part 36 21,Nondiscrimination in Federally-assisted programs of the Department of 37 Transportation issued pursuant to such Act,hereby notifies all bidders that it will 38 affirmatively insure that in any contract entered into pursuant to this advertisement, 39 minority business enterprises will be afforded full opportunity to submit bids in 40 response to this invitation and will not be discriminated against on the grounds of 41 race,color,or national origin in consideration of award. 42 43 4.1.5. Study all: (i)reports of explorations and tests of subsurface conditions at or 44 contiguous to the Site and all drawings of physical conditions relating to existing 45 surface or subsurface structures at the Site(except Underground Facilities)that 46 have been identified in the Contract Documents as containing reliable "technical 47 data" and(ii)reports and drawings of Hazardous Environmental Conditions,if any, 48 at the Site that have been identified in the Contract Documents as containing 49 reliable"technical data." 50 CITY OF FORT WORTH 2014 CIP SIDEWALK CONTRACT 12 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 02586 Revised November 27,2012 002113-3 INSTRUCTIONS TO BIDDERS Page 3 of 9 1 4.1.6. Be advised that the Contract Documents on file with the City shall constitute all of 2 the information which the City will furnish.All additional information and data 3 which the City will supply after promulgation of the formal Contract Documents 4 shall be issued in the form of written addenda and shall become part of the Contract 5 Documents just as though such addenda were actually written into the original 6 Contract Documents.No information given by the City other than that contained in 7 the Contract Documents and officially promulgated addenda thereto,shall be 8 binding upon the City. 9 10 4.1.7. Perform independent research,investigations,tests,borings,and such other means 11 as may be necessary to gain a complete knowledge of the conditions which will be 12 encountered during the construction of the project. On request,City may provide 13 each Bidder access to the site to conduct such examinations,investigations, 14 explorations,tests and studies as each Bidder deems necessary for submission of a 15 Bid. Bidder must fill all holes and clean up and restore the site to its former 16 conditions upon completion of such explorations,investigations,tests and studies. 17 18 4.1.8. Determine the difficulties of the Work and all attending circumstances affecting the 19 cost of doing the Work,time required for its completion,and obtain all information 20 required to make a proposal.Bidders shall rely exclusively and solely upon their 21 own estimates,investigation,research,tests,explorations,and other data which are 22 necessary for full and complete information upon which the proposal is to be based. 23 It is understood that the submission of a proposal is prima-facie evidence that the 24 Bidder has made the investigation,examinations and tests herein required.Claims 25 for additional compensation due to variations between conditions actually 26 encountered in construction and as indicated in the Contract Documents will not be 27 allowed. 28 29 4.1.9. Promptly notify City of all conflicts,errors, ambiguities or discrepancies in or 30 between the Contract Documents and such other related documents.The Contractor 31 shall not take advantage of any gross error or omission in the Contract Documents, 32 and the City shall be permitted to make such corrections or interpretations as may 33 be deemed necessary for fulfillment of the intent of the Contract Documents. 34 35 4.2. Reference is made to Section 00 73 00—Supplementary Conditions for identification of. 36 37 4.2.1. those reports of explorations and tests of subsurface conditions at or contiguous to 38 the site which have been utilized by City in preparation of the Contract Documents. 39 The logs of Soil Borings,if any,on the plans are for general information only. 40 Neither the City nor the Engineer guarantee that the data shown is representative of 41 conditions which actually exist. 42 43 4.2.2. those drawings of physical conditions in or relating to existing surface and 44 subsurface structures(except Underground Facilities)which are at or contiguous to 45 the site that have been utilized by City in preparation of the Contract Documents. 46 CITY OF FORT WORTH 2014 CIP SIDEWALK CONTRACT 12 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 02586 Revised November 27,2012 002113-4 INSTRUCTIONS TO BIDDERS Page 4 of 9 1 4.2.3. copies of such reports and drawings will be made available by City to any Bidder 2 on request. Those reports and drawings may not be part of the Contract 3 Documents,but the"technical data"contained therein upon which Bidder is entitled _ 4 to rely as provided in Paragraph 4.02.of the General Conditions has been identified 5 and established in Paragraph SC 4.02 of the Supplementary Conditions. Bidder is 6 responsible for any interpretation or conclusion drawn from any "technical data"or 7 any other data,interpretations,opinions or information. 8 9 4.3.The submission of a Bid will constitute an incontrovertible representation by Bidder(i) 10 that Bidder has complied with every requirement of this Paragraph 4,(ii)that without 11 exception the Bid is premised upon performing and furnishing the Work required by the 12 Contract Documents and applying the specific means,methods,techniques,sequences or 13 procedures of construction(if any)that may be shown or indicated or expressly required 14 by the Contract Documents,(iii)that Bidder has given City written notice of all 15 conflicts,errors,ambiguities and discrepancies in the Contract Documents and the 16 written resolutions thereof by City are acceptable to Bidder,and when said conflicts, 17 etc.,have not been resolved through the interpretations by City as described in 18 Paragraph 6.,and(iv)that the Contract Documents are generally sufficient to indicate 19 and convey understanding of all terms and conditions for performing and furnishing the 20 Work. 21 22 4.4.The provisions of this Paragraph 4,inclusive,do not apply to Asbestos,Polychlorinated 23 biphenyls(PCBs),Petroleum,Hazardous Waste or Radioactive Material covered by 24 Paragraph 4.06. of the General Conditions,unless specifically identified in the Contract 25 Documents, 26 27 5. Availability of Lands for Work,Etc. 28 29 5.1.The lands upon which the Work is to be performed,rights-of-way and easements for 30 access thereto and other lands designated for use by Contractor in performing the Work 31 are identified in the Contract Documents. All additional lands and access thereto 32 required for temporary construction facilities,construction equipment or storage of 33 materials and equipment to be incorporated in the Work are to be obtained and paid for 34 by Contractor. Easements for permanent structures or permanent changes in existing 35 facilities are to be obtained and paid for by City unless otherwise provided in the 36 Contract Documents. 37 38 5.2.Outstanding right-of-way,easements,and/or permits to be acquired by the City are listed 39 in Paragraph SC 4.01 of the Supplementary Conditions.In the event the necessary right- 40 of-way,easements,and/or permits are not obtained,the City reserves the right to cancel 41 the award of contract at any time before the Bidder begins any construction work on the 42 project. 43 44 5.3. The Bidder shall be prepared to commence construction without all executed right-of- 45 way,easements,and/or permits,and shall submit a schedule to the City of how 46 construction will proceed in the other areas of the project that do not require permits 47 and/or easements. 48 49 6. Interpretations and Addenda 50 CITY OF FORT WORTH 2014 CIP SIDEWALK CONTRACT 12 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 02586 Revised November 27,2012 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 formal 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,Transportation&Public Works 15 Fax: 817-392-7969 16 Email:tariqul.islam @fortworthtexas.gov Phone: 817-392-2486 17 18 6.2.Addenda may also be issued to modify the Bidding Documents as deemed advisable by 19 City. 20 21 Addenda or clarifications may be posted via Buzzsaw at: 22 https://projectpoint.buzzsaw.com/client/fortworthrov/lnfrash-ucture%20Proiects/2014%20CIP%2OStreet% 23 20Reconstruction%20-%2OContract%201> 24 25 6.3.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 2014 CIP SIDEWALK CONTRACT 12 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 02586 Revised November 27,2012 0021 13-6 INSTRUCTIONS TO BIDDERS Page 6 of 9 1 9. Liquidated Damages 2 Provisions for liquidated damages are set forth in the Agreement. 3 4 10. Substitute and "Or-Equal"Items 5 The Contract,if awarded,will be on the basis of materials and equipment described in the 6 Bidding Documents without consideration of possible substitute or"or-equal"items. 7 Whenever it is indicated or specified in the Bidding Documents that a"substitute" or"or- b equal'item of material or equipment may be furnished or used by Contractor if acceptable to 9 City,application for such acceptance will not be considered by City until after the Effective 10 Date of the Agreement. The procedure for submission of any such application by Contractor 11 and consideration by City is set forth in Paragraphs 6.05A.,6.05B.and 6.05C. of the General 12 Conditions and is supplemented in Section 0125 00 of the General Requirements. 13 14 11. Subcontractors,Suppliers and Others 15 16 11.1. In accordance with the City's Business Diversity Enterprise Ordinance No.20020- 17 12-2011 (as amended),the City has goals for the participation of minority business 18 and/or small business enterprises in City contracts.A copy of the Ordinance can be 19 obtained from the Office of the City Secretary.The Bidder shall submit the MBE and 20 SBE Utilization Form,Subcontractor/Supplier Utilization Form,Prime Contractor 21 Waiver Form and/or Good Faith Effort Form with documentation and/or Joint 22 Venture Form as appropriate.The Forms including documentation must be received 23 by the City no later than 5:00 P.M. CST,five(5)City business days after the bid 24 opening date.The Bidder shall obtain a receipt from the City as evidence the 25 documentation was received.Failure to comply shall render the bid as non- 26 responsive. 27 28 11.2. No Contractor shall be required to employ any Subcontractor,Supplier,other person 29 or organization against whom Contractor has reasonable objection. 30 31 12. Bid Form 32 33 12.1. The Bid Form is included with the Bidding Documents;additional copies may be 34 obtained from the City. 35 36 12.2. All blanks on the Bid Form must be completed by printing in ink and the Bid Form 37 signed in ink. Erasures or alterations shall be initialed in ink by the person signing 38 the Bid Form. A Bid price shall be indicated for each Bid item,alternative,and unit 39 price item listed therein. In the case of optional alternatives,the words "No Bid," 40 "No Change," or"Not Applicable"may be entered.Bidder shall state the prices, 41 written in ink in both words and numerals,for which the Bidder proposes to do the 42 work contemplated or furnish materials required.All prices shall be written legibly. 43 In case of discrepancy between price in written words and the price in written 44 numerals,the price in written words shall govern. 45 46 12.3. Bids by corporations shall be executed in the corporate name by the president or a 47 vice-president or other corporate officer accompanied by evidence of authority to 48 sign. The corporate seal shall be affixed. The corporate address and state of 49 incorporation shall be shown below the signature. 50 CITY OF FORT WORTH 2014 CIP SIDEWALK CONTRACT 12 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 02586 Revised November 27,2012 002113-7 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 CrrY OF FORT WORTH 2014 CIP SIDEWALK CONTRACT 12 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 02586 Revised November 27,2012 002113-8 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 2014 CIP SIDEWALK CONTRACT 12 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 02586 Revised November 27,2012 002113-9 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 2014 CIP SIDEWALK CONTRACT 12 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 02586 Revised November 27,2012 003513-1 CONFLICT OF INTEREST AFFIDAVIT Page 1 of 1 1 SECTION 00 3513 2 CONFLICT OF INTEREST AFFIDAVIT 3 4 Each bidder, offeror, or respondent(hereinafter also referred to as "you")to a City of Fort Worth 5 (also referred to as "City") procurement are required to complete Conflict of Interest 6 Questionnaire (the attached CIQ Form) and Local Government Officer Conflicts Disclosure 7 Statement(the attached CIS Form)below pursuant to state law. This affidavit will certify that the 8 Bidder has on file with the City Secretary the required documentation and is eligible to bid on 9 City Work.The referenced forms may be downloaded from the website links provided below. 10 11 htlp://www.ethics.state.tx.us/forms/CIO.pdf 12 13 htip://www.ethics.state.tx.us/forms/CIS.pdf 14 15 F7 CIQ Form is on file with City Secretary 16 17 F--] CIQ Form is being provided to the City Secretary 18 19 0 CIS Form is on File with City Secretary 20 21 F--1 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 36 37 END OF SECTION CITY OF FORT WORTH ANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 2014 CIP SIDEWALK CONTRACT 2 Revised March 27,2012 02587 j LOCAL GOVERNMENT'OFFICER CONFLICTS DISCLOSURE -STATEMENT - Section 176.003 of the Local Government Code requires certain local government officers to file this form. A "local government officer" is defined as a member of the governing body of a local governmental entity; a director, superintendent, administrator, president, or other person designated as the executive officer of the local governmental entity; or an employee of a local governmental entity with respect to whom the local governmental entity has,in accordance with Section 176.005,extended the requirements of Sections 176.003 and 176.004. This form is required to be filed with-the records administrator of the local governmental entity not later than 5 p:m. on the seventh business day after the date on which-the officer becomes aware of the --facts-that-require the filing of this statement. A local government officer commits an offense if the officer knowingly violates Section 176.003, Local Government Code.An offense under this section is a Class C misdemeanor. Please refer to chapter 176 of the Local Government Code for detailed information regarding the requirement to file this form. - INSTRUCTIONS FOR COMPLETING THIS FORM The following numbers correspond to the numbered boxes on the other side. 1. Name of-Local-Government Officer. Enter the name of the local government officer filing this statement. 2. Office Held. Enter the name of the office held by the local government officer filing this statement. 3. Name of person described by Sections 176.002(a)and 176.003(a), Local Government Code. Enter the name of the person described by Section 176.002, Local Government Code with whom the officer has an employment or other business relationship as described by Section 176.003(a), Local Government Code. 4. Description of the nature and extent of-employment-or business relationship with person named in item 3. Describe the nature and extent of the employment or other business relationship with the person in item 3 as described by Section 176.003(a), Local Government Code. - 5. List gifts accepted, excluding gifts described by Section 176.003(a-1), if aggregate value of the gifts accepted from person named in item 3 exceed$250. List gifts accepted during the 12-month period (described by Section 176,003(a),Local Government Code)by the-local_govemment officer orfamily member___ of the officer, excluding gifts described_by-Section_176.003(a-1),-from-the,person named in item 3 that in the aggregate exceed$250 in value. -- --- 6. Affidavit. Signature of local government officer. ............. Adopted 06(2912007 V6+- P 0 1-e LOCAL. GOVERNMENT OFFICER FORM CIS CONFLICTS DISCLOSURE STATEMENT (Instructions for completing and filing this form are provided on the next page.) This questionnaire reflects changes made to the law by H.B. 1491, 80th Leg., Regular Session. OFFICE USE ONLY 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 Date Received in accordance with Chapter 176,Local Government Code. 1 Name of Local Government Officer 2 Office Held 3 Name of person described by Sections 176.002(a)and 176.003(a), Local Government Code 4 Description of the nature and extent of employment or other business relationship with person named in item 3 6 List gifts accepted by the local government officer and any family member, excluding gifts described by Section 176.003(a-1),if aggregate value of the gifts accepted from person named in item 3 exceed$250 during the 12-month period described by Section 176.003(a)(2)(B) Date Gift Accepted Description of Gift Date Gift Accepted Description of Gift Date Gift Accepted Description of Gift (attach additional forms as necessary) 6 AFFIDAVIT 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. I also acknowledge that this statement covers the 12-month period described by Section 176.003(x);Local Government Code. Signature of Local Government Officer AFFIX NOTARY STAMP / SEAL ABOVE Sworn to and subscribed before me,by the said this the day of ,20 ,to certify which,witness my hand and seal of office_ Signature of officer administering oath Printed name of officer administering oath Title of officer administering oath Adopted 06/29/2007 CONFLICT OF INTEREST QUESTIONNAIRE FORM CI For vendor or other person doing business with local governmental entity This questionnaire reflects changes made to the law.by H.B. 1491, 80th Leg., Regular session. OFFICE USE ONLY This questionnaire is being filed in accordance with Chapter 176,Local Government Code Date Received by a person who has a business relationship as defined by Section 176.001(1-a)with a local governmental entity and the person meets requirements under Section 176.006(a). By law this questionnaire must be filed with the records administrator of the local governmental entity not later than the 7th business day afterthe 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. Name of person who has a business relationship with local governmental entity. IU* i1 2 Check this box if you are filing an update to a previously filed questionnaire. (The law requires that you file an updated completed questionnaire with the appropriate filing authority not later than the 7th business day after the date the originally filed questionnaire becomes incomplete or inaccurate.) 3 Name of local government officer with whom filer has employment or business relationship. Name of Officer This section (item 3 including subparts A, B, C & D) must be completed for each officer with whom the filer has an employment or other business relationship as defined by Section 176.001(1-a), Local Government Code. Attach additional pages to this Form 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 F7 No B. Is the filer of the questionnaire receiving or likely to receive taxable income,other than investment income,from or at the direction of the local government officer named in this section AND the taxable income is not received from the local governmental entity? 71 Yes F-1 No C. Is the filer of this questionnaire employed by a corporation or other business entity with respect to which the local government officer serves as an officer or director, or holds an ownership of 10 percent or more? F7 Yes F-1 No D. Describe each employment or business relationship with the local government officer named in this section. 4 Signature of erson doing business with the governmental entity Date Adopted 06/29/2007 0035 13-1 CONFLICT OF INTEREST AFFmAvo Page/wr/ l SECTION 0035l3 2 CONFLICT OF INTEREST AFFIDAVIT 3 4 Each bidder, offeror, or respondent(hereinafter also referred to as "you") to a City of Fort W"db 5 (also referred to as ''Cdy") procurement are required to complete Conflict of Interest 0 Onnxboouuire (dbo attached [I0 norm) and Local Government Officer Conflicts Disclosure 7 Statement(the attached CIS Form)below pursuant tn 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 O City Work.The referenced forms may bo downloaded from the wohude links provided below. )O I 12 13 14 15 F—1 CI0 Form ixon file with City Secretary ih 17 L1-11 CD}Form iu being provided to the City Secretary |8 19 [_] CIS Form ixoo File with City Secretary 21 E?1- CIS Form io being provided k`the City Secretary 22 %3 24 25 l0XDy0RR: 20 27 OhA 'D 28 Cumpauy , J ,(Please Print) 29 30 signature: ]l AdUzoao J , 32 33 Tide: 94 City/State/Zip (Please Print) 35 36 37 END OD7SECTION CITY nF FORT WORTH mvo»m/CONSTRUCTION SPECIFICATION DOCUMENTS m/^nP SIDEWALK CONTRACT x mom mm/"�March 27,2012 00 41 00 BID FORM Page 1 of 3 t SECTION 00 41 00 BID FORM TO: The City Manager c/o:The Purchasing Department 1000 Throckmorton Street City of Fort Worth,Texas 76102 FOR: 2014 CIP CONCRETE SIDEWALK CONTRACT 2 AT VARIOUS LOCATIONS City Project No.: 02587 Units/Sections: SIDEWALK IMPROVEMENT 1. Enter Into Agreement The undersigned Bidder proposes and agrees, if this Bid is accepted,to enter into an Agreement with City in the form included in the Bidding Documents to perform and furnish all Work as specified or indicated in the Contract Documents for the Bid Price and within the Contract Time indicated in this Bid and in accordance with the other terms and conditions of the Contract Documents. 2. BIDDER Acknowledgements and Certification 2.1. In submitting this Bid, Bidder accepts all of the terms and conditions of the INVITATION TO BIDDERS and INSTRUCTIONS TO BIDDERS,including without limitation those dealing with the disposition of Bid Bond. 2.2. Bidder is aware of all costs to provide the required insurance,will do so pending contract award,and will provide a valid insurance certificate meeting all requirements within 14 days of notification of award. 2.3. Bidder certifies that this Bid is genuine and not made in the interest of or on behalf of any undisclosed individual or entity and is not submitted in conformity with any collusive agreement or rules of any group, association, organization, or corporation. 2.4. Bidder has not directly or indirectly induced or solicited any other Bidder to submit a false or sham Bid. 2.5. Bidder has not solicited or induced any individual or entity to refrain from bidding. 2.6. Bidder has not engaged in corrupt,fraudulent,collusive,or coercive practices in competing for the Contract. For the purposes of this Paragraph: a. 'corrupt practice"means the offering,giving,receiving,or soliciting of any thing of value likely to influence the action of a public official in the bidding process. b. "fraudulent practice"means an intentional misrepresentation of facts made(a)to influence the bidding process to the detriment of City(b)to establish Bid prices at artificial non-competitive levels,or(c)to deprive City of the benefits of free and open competition. c. 'collusive practice"means a scheme or arrangement between two or more Bidders,with or without the knowledge of City,a purpose of which is to establish Bid prices at artificial,non-competitive levels. 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 20120327 00 41 00_00 43 13 00 42 43_00 43 37_00 4512_00 3513_Bid Proposal Workbook.xis r 0041 00 BID FORM Page 2 of 3 3. PrequaliflGatien Thp RidderankRowledges that the following wark types Foust be perfelcmed oRly by pFequalified Gontraete—rs;and—s-&G@ntFaGteFS: a. b. C. d. 4. Time of Completion 4.1. The Work will be complete for Final Acceptance within 120 calendar days after the date when the Contract Time commences to run as provided in Paragraph 2.03 of the General Conditions. 4.2. Bidder accepts the provisions of the Agreement as to liquidated damages in the event of failure to complete the Work {and/or achievement of Milestones}within the times specified in the Agreement. 5. Attached to this Bid The following documents are attached to and made a part of this Bid: a.This Bid Form,Section 00 41 00 b. Required Bid Bond,Section 00 43 13 issued by a surety meeting the requirements of Paragraph 5.01 of the General Conditions. c. Proposal Form,Section 00 42 43 d. Vendor Compliance to State Law Non Resident Bidder,Section 00 43 37 e. MWBE Forms(optional at time of bid) f. Prequalifieation Statement,Seetien 00 45 42 g. Conflict of Interest Affidavit,Section 00 35 13 *If necessary,CIQ or CIS forms are to be provided directly to City Secretary h.Any additional documents that may be required by Section 12 of the Instructions to Bidders 6. Total Bid Amount 6.1. Bidder will complete the Work in accordance with the Contract Documents for the following bid amount. In the space provided below, please enter the total bid amount for this project.Only this figure will be read publicly by the City at the bid opening. 6.2. It is understood and agreed by the Bidder in signing this proposal that the total bid amount entered below is subject to verification and/or modification by multiplying the unit bid prices for each pay item by the respective estimated quantities shown in this proposal and then totaling all of the extended amounts. Total Bid �."I CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Form Revised 20120327 00 4100 00 4313_00 42 43_00 43 37_00 4512_00 3513_Bid Proposal Workbook.xls 0041 00 BID FORM Page 3 of 3 7. Bid Submittal This Bid is submitted on Mai � r: ( by the entity named below. Respe Ily submitted, Receipt is acknowledged of Initial the following Addenda: By: Addendum No.1: (Signature) Addendum No.2: Addendum No.3: r' I . Addendum No.4: (minted ame Company: i�t+S Corporate Seal: Address: 'OE_ _ ;cJcls de e ot Srlace M11-54-1 11-1 State of Incorporation: Email_: Phone: 39g END OF SECTION CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Form Revised 20120327 00 410000 4313_00 42 43_00 43 37_00 45 12_00 3513_Bid Proposal Workbook.xls 00 42 43 BID PROPOSAL Page I of 1 SECTION 00 42 43 PROPOSAL FORM UNIT PRICE BID Bidder's Application Project Item Information Bidder's Proposal Bidlist Description Specification Unit of Bid Unit Price Bid Value Item No. Section No. Measure Quantity 1 3305.0108 Miscellaneous Adjustment(Utilities) 33 05 14 LS 1 $3,000.00 $3,000.00 2 0241.1300 Remove Concrete Curb&Gutter 0241 15 LF 15 $20.00 $300.00 3 3216.0102 7"Concrete Curb&Gutter 32 16 13 LF 50 $30.00 $1,500.00 4 0241.0401 Remove Concrete Driveway 0241 13 SF 3,165 $1.50 $4,747.50 5 3213.0401 6"Concrete Driveway 32 13 20 SF 3,165 $6.00 $18,990.00 6 0241.0100 Remove Sidewalk 0241 13 SF 600 $1.50 $900.00 7 3213.0301 4"Cone Sidewalk 32 13 20 SF 50,017 $4.50 $225,076.50 8 3213.0311 4"Cone Sidewalk,Adjacent to Curb 33 13 20 SF 100 $5.50 $550.00 9 3232.0100 Concrete Retaining Wall with Sidewalk,Face 32 32 13 SF 910 $10.00 $9,100.00 10 3232.0101 Concrete Retaining Wall with Sidewalk,Sidewalk 32 32 13 SF 3,640 $10.00 $36,400.00 11 0241.0300 Remove ADA Ramp 0241 13 EA 16 $100.00 $1,600.00 12 3213.0501 Barrier Free Ramp,Type R-1 32 13 20 EA 17 $1,000.00 $17,000.00 13 3213,0506 Barrier Free Ramp,Type P-1 32 13 20 EA 52 1000 $52,000.00 14 3213.0507 Barrier Free Ramp,Type P-2 32 13 20 EA 1 1000 $1,000.00 15 3305.0107 Manhole Adjustment,Minor 33 05 14 EA 2 $500.00 $1,000.00 16 3305.0111 Valve Box Adjustment 33 05 14 EA 2 $500.00 $1,000.00 17 3305.0108 Miscellaneous Structure Adjustment(Water Meter Box) 33 05 14 EA 2 $500.00 $1,000.00 18 13217.00014"Solid White Thermoplastic(HAS)Lane Lines 32 17 23 LF 220 $4.00 $880.00 19 3217.5001 Curb Address Painting 32 17 25 EA 2 $100.00 $200.00 20 3292.0100 Block Sod Placement 32 92 13 SY 5,130 $5.00 $25,650.00 21 3110.0102 6"-12"Tree Removal 31 1000 EA 1 $100.00 $100.00 22 3110.0103 12"-18"Tree Removal 31 1000 EA 1 $100.00 $100.00 23 3110.0104 18"-24"Tree Removal 31 1000 EA 1 $100.00 $100.00 24 3110.0105 24"and Larger Tree Removal 31 1000 EA 1 $100.00 $100.00 25 19999.0096 Paving Construction Allowance EA 1 1 15,000.00 $15,000.00 Total Bid, '44,117,294.00 CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Form Revised 20120120 fort north sidewalks-bid unit fist 004526-1 CONTRACTOR COMPLIANCE WITH WORKER'S COMPENSATION LAW Page 1 of 1 1 SECTION 00 45 26 2 CONTRACTOR COMPLIANCE WITH WORKER'S COMPENSATION LAW 3 4 Pursuant to Texas Labor Code Section 406.096(a),as amended, Contractor certifies that it 5 provides worker's compensation insurance coverage for all of its employees employed on City 6 Project No. 01820. Contractor further certifies that,pursuant to Texas Labor Code, Section 7 406.096(b),as amended, it will provide to City its subcontractor's certificates of compliance with 8 worker's compensation coverage. 9 10 CONTRACTOR: 11 4 � m r 12 .. c "` By: ,�"}( 13 Company Please Print) 15 Signature: z � ~u 16 Address 17 18 4 )C_ �. t Title: 1` m C � 19 City/State/Zip (Please Print) 20 21 22 THE STATE OF TEXAS § 23 24 COUNTY OF TARRANT § 25 26 B F REthe ersigned authority, on this day personally appeared 27 7) un ,known to me to be the person whose name is 28 subscribed to the f egoing insm an ckn yv d ed t that he/she executed the same as 29 the act and deed o ICJ 1 for the purposes and 30 consideration therein expressed and in the bapacity therein stated. 31 32 WENT UNDER MY HAND AND SEAL OF OFFICE this � day of 33 _ 1 k ,2d 34 0 35 36 37 Notary Public in and for the State of'Kxas 38 39 END OF SECTION ohaBoa® ®b® 40 ® ;s gAfty 0,0, ; pu pq, y�I$IYµi RECORD CORA A ® PY PV A rob 0 ti °as sA'► a CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS C Revised July 1,2011 f_ 004540-1 MINORITY AND WOMEN BUSINESS ENTERPRISE GOAL Page 1 of 1 f. 1 1 SECTION 00 45 40 2 MINORITY BUSINESS ENTERPRISE GOAL n 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 r 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 17% 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. f 18 19 COMPLIANCE TO BID SPECIFICATIONS 20 On City contracts greater than $50,000 where a MBE subcontracting goal is applied, bidders are 21 required to comply with the intent of the City's Business Diversity Ordinance by one of the 22 following: 23 1. Meet or exceed the above stated MBE goal through MBE subcontracting participation,or y 24 2. Meet or exceed the above stated MBE goal through MBE Joint Venture participation,or 6 25 3. Good Faith Effort documentation,or, 26 4. Waiver documentation. 27 Failure to comply with the City's M/WBE Ordinance, shall result in the Bid being considered non- 28 responsive.Any questions,please contact the M/WBE Office at(817)392-6104. 29 30 SUBMITTAL OF REQUIRED DOCUMENTATION 31 The applicable documents must be received by the Managing Department, within the following r 32 times allocated, in order for the enure bid to be considered responsive to the specifications. T he 33 Offeror shall deliver the MBE documentation zn person to"the appropriate employee of the Managing 34 Department"and obtain adate/time receipt:'Such"recelpt'shall be evidence that the City receiveclsthe J 35 dacun7urltatitin tri`tlie time allocated. ° faxed co`y will;not be`accepted< ` 1. Subcontractor Utilization Farm,if goal received by 2:00 p.m., on the second City business days after is met or exceeded; the bid o enin date,exclusive of the bid opening date. ' 2. Good Faith Effort and Subcontractor received by 2;00 p.m., on the second City business days after Utilization Form,if participation is less the bid opening date,exclusive of the bid opening date. than stated goal: 3. Good Faith Effort and Subcontractor received by 2;00 p.m., on the second City business days after Utilization Form,if no MBE participation: the bid opening date,exclusive of the bid opening date. 4. Prime Contractor Waiver Form,if firm received by 2;00 p.m., on the second City business days after will perform all subcontracting/supplier the bid opening date,exclusive of the bid opening date. work: 5. Joint Venture Form,if utilizing a joint received by 2:00 p.m., on the second City business days after venture to meet or exceed goal. I the bid opening date,exclusive of the bid opening date. 36 END OF SECTION f CITY OF FORT WORTH 2014 CIP CONCRETE SIDEWALK 2 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 025 87 Revised April 17,2015 `I 005243-1 Agreement Page 1 of 4 I SECTION 00 52 43 2 AGREEMENT 3 S AGREEMENT,authorized on AUGUST 4,2015 is made by and between the City of 4 Forth Worth, a Texas home rule municipality,acting by and through its duly authorized City 5 Manager,("City"),and CONSTRUCTION COMPANIES GROUP LLC,authorized to do 6 business in Texas, acting by and through its duly authorized representative, ("Contractor"). 7 City and Contractor, in consideration of the mutual covenants hereinafter set forth, agree as 8 follows: 9 Article 1. WORD 10 Contractor shall complete all Work as specified or indicated in the Contract Documents for the 11 Project identified herein. 12 Article 2.PROJECT 13 The project for which the Work under the Contract Documents may be the whole or only a part is 14 generally described as follows: 1.5 2014 CIP CONCRETE SIDEWALK, CONTRACT 2 16 City Project NO.02587 17 Article 3. CONTRACT TIME 18 3.1 Time is of the essence. 19 All time limits for Milestones, if any, and Final Acceptance as stated in the Contract 20 Documents are of the essence to this Contract. 21 3.2 Final Acceptance. 22 The Work will be complete for Final Acceptance within 180 days after the date when the 23 Contract Time commences to run as provided in Paragraph 2.03 of the General Conditions. 24 3.3 Liquidated damages 25 Contractor recognizes that time is of the essence of this Agreement and that City will 26 suffer financial loss if the Work is not completed within the times specified in Paragraph 27 3.2 above, plus any extension thereof allowed in accordance with Article 12 of the 28 General Conditions. The Contractor also recognizes the delays, expense and difficulties 29 involved in proving in a legal proceeding the actual loss suffered by the City if the Work 30 is not completed on time. Accordingly, instead of requiring any such proof, Contractor 31 agrees that as liquidated damages for delay (but not as a penalty), Contractor shall pay 32 City Six Hundred Fifty Dollars ($650.00) for each day that expires after the time 33 specified in Paragraph 3.2 for Final Acceptance until the City issues the Final Letter of 34 Acceptance. Y ,n C y9r 7 �( ggq VA/l Yf!�'L �lY/`r"Pz'4 IP 9hvM1 I� 7 X CITY OF FORT WORTH 2014 CIP CONCRETE SIDEWALK,CONTRACT 2 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CITY PROJECT NO.02587 Revised August 17,2012 005243-2 Agreement Page 2 of 4 35 Article 4. CONTRACT PRICE 36 City agrees to pay Contractor for performance of the Work in accordance with the Contract 37 Documents an amount in current funds of FOUR HUNDRED SEVENTEEN THOUSAND 38 TWO HUNDRED NINETY FOUR DOLLARS AND ZERO CENTS($417,294.00). 39 Article 5. CONTRACT DOCUMENTS 40 5.1 CONTENTS: 41 A. The Contract Documents which comprise the entire agreement between City and 42 Contractor concerning the Work consist of the following: 43 1. This Agreement. 44 2. Attachments to this Agreement: 45 a. Bid Form 46 1) Proposal Form 47 2) Vendor Compliance to State Law Non-Resident Bidder 48 3) Prequalification Statement 49 4) State and Federal documents(project specific) 50 b. Current Prevailing Wage Rate Table 51 c. Insurance ACORD Form(s) 52 d. Payment Bond 53 e. Performance Bond 54 f. Maintenance Bond 55 g. Power of Attorney for the Bonds 56 h. Worker's Compensation Affidavit 57 i. MBE and/or SBE Commitment Form 58 3. General Conditions. 59 4. Supplementary Conditions. 60 5. Specifications specifically made a part of the Contract Documents by attachment 61 or, if not attached, as incorporated by reference and described in the Table of 62 Contents of the Project's Contract Documents. 63 6. Drawings. 64 7. Addenda. 65 8. Documentation submitted by Contractor prior to Notice of Award. 66 9. The following which may be delivered or issued after the Effective Date of the 67 Agreement and, if issued,become an incorporated part of the Contract Documents: 68 a. Notice to Proceed. 69 b. Field Orders. 70 c. Change Orders. 71 d. Letter of Final Acceptance. 72 73 CITY OF FORT WORTH 2014 CIP CONCRETE SIDEWALK,CONTRACT 2 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CITY PROJECT NO.02587 Revised August 17,2012 005243-3 Agreement Page 3 of 4 74 Article 6.MENMWICATION 75 6.1 Contractor covenants and agrees to indemnify, hold harmless and defend, at its own 76 expense, the city, its officers, servants and employees, from and against any and all 77 claims arising out of, or alleged to arise out of, the work and services to be performed 78 by the contractor, its officers, agents, employees, subcontractors, licenses or invitees 79 under this contract. This indemnification provision is specifically intended to operate 80 and be effective even if it is alleged or proven that all or some of the damages being 81 sought were caused,in whole or in part, by any act, omission or negligence of the city. 82 This indemnity provision is intended to include, without limitation, indemnity for 83 costs,expenses and legal fees incurred by the city in defending against such claims and 84 causes of actions. 85 86 6.2 Contractor covenants and agrees to indemnify and hold harmless, at its own expense, 87 the city,its officers,servants and employees,from and against any and all loss,damage 88 or destruction of property of the city,arising out of,or alleged to arise out of,the work 89 and services to be performed by the contractor, its officers, agents, employees, 90 subcontractors, licensees or invitees under this contract. This indemnification 91 provision is specifically intended to operate and be effective even if it is alleged or 92 proven that all or some of the damages being sought were caused, in whole or in part, 93 by any act,omission or negligence of the city. 94 95 Article 7.MISCELLANEOUS 96 7.1 Terms. 97 Terms used in this Agreement which are defined in Article 1 of the General Conditions will 98 have the meanings indicated in the General Conditions. 99 7.2 Assignment of Contract. 100 This Agreement, including all of the Contract Documents may not be assigned by the 101 Contractor without the advanced express written consent of the City. 102 7.3 Successors and Assigns. 103 City and Contractor each binds itself, its partners, successors, assigns and legal 104 representatives to the other party hereto, in respect to all covenants, agreements and 105 obligations contained in the Contract Documents. 106 7.4 Severability. 107 Any provision or part of the Contract Documents held to be unconstitutional, void or 108 unenforceable by a court of competent jurisdiction shall be deemed stricken, and all 109 remaining provisions shall continue to be valid and binding upon CITY and 110 CONTRACTOR. 111 7.5 Governing Law and Venue. 112 This Agreement, including all of the Contract Documents is performable in the State of 113 Texas. Venue shall be Tarrant County, Texas, or the United States District Court for the 114 Northern District of Texas,Fort Worth Division. CITY OF FORT WORTH 2014 CIP CONCRETE SIDEWALK,CONTRACT 2 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CITY PROJECT NO.02587 Revised August 17,2012 005243-4 Agreement Page 4 of 4 115 7.6 Other Provisions. 116 The Contractor agrees to pay at least minimum wage per hour for all labor as the same is 117 classified, promulgated and set out by the City, a copy of which is attached hereto and 118 made a part hereof the same as if it were copied verbatim herein. 119 7.7 Authority to Sign. 120 Contractor shall attach evidence of authority to sign. Agreement, if other than duly 121 authorized signatory of the Contractor. 122 123 IN WITNESS WBEREOF, City and Contractor have executed this Agreement in multiple 124 counterparts. 125 126 This Agreement is effective as of the last date signed by the Parties(`Effective Date"). 127 C.pntractor: City of Fort Worth R B By: � (Signature)� w. Assistant City Manage . ` 'r P)rq (71. f-,o e. Date , _.; Attest: 4' f (Printed Name) City Secretary , ..° Title: (Seal) � tI � .. `� � �... � Address: lk txskh m ... ... M&C Date: City/State/Zip: LkA, ... -j J-1 Approved as to Form and Legality: Date ouglas . Black 128 Assistant City Attorney 129 130 APPROVAL RECOMMENDED: 131 132 133 134 � P � Dou la' . Wiersi P.E. 135 '*i° �%�i(;;t�1 47 ,k ,,�s, r g � g DIRECTOR, 136 a r a ' °fir` '61" „�,, Transportation and Public Works 137 G 1i"-ff r CITY OF FORT WORTH 2014 CIP CONCRETE SIDEWALK,CONTRACT 2 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CITY PROJECT NO.02587 Revised August 17,2012 'r; Bond No. 60111553 00 61 13-1 PERFORMANCE BOND Page I o1`2 SECTION 00 61 13 2 PERFORMANCE BOND 3 4 THE STATE OF TEXAS § 5 § KNOW ALL BY THESE PRESENTS.* 6 COUNTY OF TARRANT § 7 That we, CONSTRUCTION COMPANIES GROUP,LLC,known as"Principal"herein 8 and Capitol Indemnity Corporation a corporate surety(sureties, if more 9 than one)duly authorized to do business in the State of Texas,known as"Surety"herein (whether 10 one or more), are held and firmly bound unto the City of Fort Worth,a municipal corporation 11 created pursuant to the laws of Texas,known as"City"herein,in the penal sun) of,FO IT 12 HUNDRED SEVENTEEN THOUSAND TWO HUNDRED NINETY FOUR DOLLARS 13 AND ZERO CENTS($417,194.qQj, lawful money of the United States,to be paid in Fort 14 Worth,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 VfflEREAS,the Principal has entered into a certain written contract with the City 18 awarded the 4 day of AUGUST 2015 which Contract is hereby referred to and made a part 19 hereof for all purposes as if fully set forth herein,to furnish all materials, equipment labor and 20 other accessories defined by law, in the prosecution of the Work, including any Change Orders, 21 as provided for in said Contract designated as 2014 CIP CONCRETE SIDEWALK.CONTRA(. 22 2.CITY PROJECT NO.02587 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 mill and void,otherwise to remain in full force and effect. 29 'led on this Bond,venue shall lie i PROVIDED FURTHER,that if any legal action be filed n 30 Tarrant County,Texas or the United States District Court for the Northern District of Texas, Fort 31 Worth Division. CITY OF F010'WORTH 2014 0111 CONCRETE SIDEWALK,CWMRACT 2 STAMARD CONSTRUCTION SPECIF[CADON I)OCUMENTS 02587 Revise)Jute 1,2011 .......... 0001 13-2 JIF'RFORMANCE,BOND Page 2 of 2 I This bond is made and executed in compliance with the provisions of Chapter 2253 of tile 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 WI'FNESS WHEREOF,the Principal and the Surety have SIGNUD and SEALED 5 this instrument by duty authorized agents and officers on this the 31 st __day of August 6 20 15 7 PRIWIPAU, 8 Construction Companies Group, LLC 9 ..........------ 10 BY: 12 Signature 13 ATTEST: 14 15 16 (Principal)Secretary Name and"title 17 709 Southgate Lane 18 Address: 19 ...DallasjX 20 21 22 Witness as to Principal 23 SURE'ry: 24 Capitol Indemnity Corporation ............. .......... ------ ...... 25 26 27 BY: 28 29 30 31 Attorney-in-r-act 32 33 Address:P.O. Box 5900 34 Mads6"n WI-5-37-0-5-0-9-0,0''" 33 ------ 36 37 kit r i ss asUo S.uretv 38 n rea artinei, Witness 39 40 41 *Note-. If signed by an officer cif the Surety (.7ornpany, 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, I A ............. 45 RECORD 3, CITY OFFORTWORTH 2014 CIP CONCRFATSIDEMALK.CONTRACT2 STANDARD CONSTRUCTION SPECIFICATION I)OCUMENIS 02587 Reviscd July 1,2011 Bond No. 60111553 0061 14-1 PAYMENT BOND pace I of 2 SECTION 00 61 14 -)ND PAYMENT 13( 3 4 THE STATE OF TEXAS § 5 § KNOW ALL BY THESE PRESENTS: 6 COUNTY OF Tea § 7 That we CONSTRUCTION COMPANIES GROUP, LLC, known as "Principal" 8 herein, and Capitol Indemnity Corporation a corporate 9 Surety (sureties), duty authorized to do business in the State of Texas, known as "Surety" herein 10 (whether one or more), are field and firmly bound unto the City of Fort Worth, a municipal 11 corporation created pursuant to the laws of the State of Texas, known as "City" herein, in the -UNDRED NINETY 12 penal sum of FOUR HUNDRED SEVENTEEN THOUSAND TWO 11 13 FOUR DOLLARS AND ZERO CENTS ($417,294.00), lawful money of the United States, to 14 be paid in Fort Worth, Tarrant County, Texas, for the payment of which sum well and truly be 15 made, we bind ourselves, our heirs, executors,administrators, successors and assigns,jointly and 16 severally,firmly by these presents: 17 WHEREAS, Principal has entered into a certain written Contract with City, awarded the 18 4 day of AUGUST, 2015. which Contract is hereby referred to and made a part hereof for all 19 purposes as if fully set forth herein, to f urnish all materials, equipment, labor and other 20 accessories as defined by law, in the prosecution of the Work as provided for in said Contract and 21 designated as 2014 CIP CONCRETE SIDEWALK,CONTRACT 2,CITY PROJECT NO 02587. -IE CONDITION OF TI-41S 0131-fGATION is such that if 22 NOW, THEREFORE, TI 23 Principal shall pay all monies owing to any (and all) payment bond beneficiary (as defined in 24 Chapter 2.253 of the Texas Government Code, as amended) in the prosecution of the Work under 25 the Contract, then this obligation shall be and become null and void; otherwise to remain in full 26 force and effect. 27 This bond is made and executed in compliance with the provisions or Chapter 2253 of the 28 Texas Government Code, as amended, and all liabilities on this bond shall be determined in 29 accordance with the provisions of said statute. 30 crry OF FORT WORTH 2014 CIP CONCRETE SIDEWALK,CONTRACT 2 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 02587 Revised July 1.2011 .......... 006114-2 PAYMENTBOND Page 2 of 2 I IN WITNESS WHEREOF,the Principal and Surety have each SIGNED and SE,.AITU) 2 this instrument by (July authorized agents and officers on this the (Jay of 3 August----.,--,20 1-5--, 4 PRIM''IPAL: Construction Companies Group, LLC ............ ATUST: BY� —,ra � gnat Rcto 0,�2 .......... rinci -a I 'retary Naine and'Title '" Address: 709 Southqate Lane Dallas, TX 75217 i ss '�to Principal SUIkETY.- Capitol Indemnity Corporation ATTEs,r: BY: Sig a Narne and"I'itle Brent Baldwin, Aitorney-i n-Fact e%r(fi� 6a'erecri a Address: P.O. Box 5900 4 Madison, 153705-09 0 ........... 't C, of as to Surety Andrea Martinez , Witness I'elephone Number.. 608-82994200 6 Note. If'signed by an officer of the Surety, there must be on file a certified extract fro'rn the 7 bylaws showing that this person has authority to sign such obligation. If Surety's physical 8 address is different 1rorn 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. I I END OF SECTION ......... 12 ICIA44 If" wr CITY OFFORTWORTH 2014('111 CON('IU.,,`]'[*,.'Sil)t,'WAI,K,CONTRACT 2 STANDARD CONSTR UCTION SPECIFICATION DOCOME,NTS 02587 Reviscd July 1,2€T11 .......... ...... Bond No. 60111553 0061 J9-1 MAINTENANCE BOND Page 143 SECTION 00 61 19 2 MAINTENANCE BOND 3 4 THE STATE OF TEXAS § 5 § KNOW ALL BY THESE PRESENTS: 6 COUNTY OF TARRANT § 7 That we. CONSIRUCTION COMPANIES GROUP,LL C known as"Principal"herein 9 and Capitol Indemnity Corporation a corporate surety(sureties, if more 10 than one)duly authorized to do business in the State ofTewas, known as"Surety"herein (whether one or more),are field and firmly bound unto the City of Fort Worth,a municipal corporation 12 created pursuant to the laws of the State of Texas,known as"City"herein, in the sum of FOUR INDRED N_tNETY FOUR DOLLARS 13 HUNDRED SEVENTEEN THOUSAND TWO HL 14 AND ZERO CENTS($417.294.00) lawful money of the United States,to be paid in Fort 15 Worth,Tarrant County,'Fexas, for payment of which sum well and truly be made unto the City 16 and its successors, we bind ourselves,our heirs,executors,administrators,successors and assigns, 17 jointly and severally, firmly by these presents, 19 WHEREAS,the Principal has entered into a certain written contract with the City awarded 20 the 4 day cif AUGUST. 20L5.which Contract is hereby referred to and a made part hereof for all 21 purposes as if fully set forth herein,to furnish all materials,equipment labor and other accessories 22 as defined by law. in the prosecution of the Work, including any Work resulting from a duly 23 authori7ed Change Order(collectively herein,the"Work")as provided for in said contract and 'TE SIDEWAL,K,CONTRACT 2,CITY PROJECT NO 02587; 24 designated as 2014 CIP CONCRE 25 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 tile 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 ill part 33 upon receiving notice from the City of the need therefor at any time within the Maintenance 34 Period. CITY OF FORT WORTH 2014 C111 CONCRETE SIDEWALK,CONTRACT STANDARD CON STRUCTION SPECIFICATION DOCUMFNTS 02587 Revised July 1,2011 0061 19-2 MAINTENANCE BOND Page 2 ol'3 obligation is such that if Principal shall 2 NOW THEREFORE,the condition of this 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 tic)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 to the Surety under this Maintenance bond;and 12 PRONTIDED 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 WORIII 2014 CIP CONCRETE SIDEWALK,CONTRACT2 STANDARD coNsi'Rucrm SPECIFICATION DOCUMENTS 02587 Revised July 1,2011 0001 19-3 MAIN'TINANCE BONI) Page 3 of 3 1, IN WITNESS WHEREOF,the Principal and the Surety have each SIGNED and SEAI,ED this instrument by duly authorized of and officers on this the 31 st day 01, August 3 20 15 4 5 PRINCIPAL 6 Construction Companies Group, LLC --_..____._.._.__r._. 7 9 BY(L to x nattire II AT'. ST: 12 tuK I4 ilirp It)'Secretary Nance and Title 15 16 r Address.,709 Southgate Lane 17 Dallas, TX 75217 .............. -—--------- ............ Z 20 itness as to Principal 21 SURETY: "2( Capitol Indemnity Corporation 23 24 25 BY: 2 rc 6 27 28 Brent_ B_a_1`d"vvin_,'A'itorn ey-i n-Fact 2 A 30 Address: P.O. Box 5900 31 32 (,S Madison, WI 53705-0900 L 8 ,116)6ecm it Ary 34 35 Witness as to Surety Telephone Number: 608-829-4200 Andrea Martinez, Witness( 36 37 *Note: If signed by an officer of the Surety Company, there Must be on file a certified extract 38 from the by-laws showing that this person has authority to sign Stich obligation. If 39 Surety's physical address is different from its mailing address', both must be providQd. 40 The date ofthe bond shall not be prior to the date the Contract is,awarded. 41 01HY CITY OFFORTWORT1 1 2014 CIP CONCRI 1E SIDE"A'ALK,CONTRA( 1'2 STANDARD CONSTRUCTION SPECIFICATION DOCUME"N'I'S 02587 Revised July 1,2011 ........................ IMPORTANT NOTICE TO OBTAIN INFORMATION OR TO MAKE A COMPLAINT You may contract the Texas Department of Insurance to obtain information on companies,coverages,rights or complaints at 1-840-252-3439 You may write the Texas Department of Insurance: P.O.Box 149104 Austin,Texas 78714-9104 Fax No. (512)475-1771 PREMIUM or CLAIM DISPUTES Should you have a dispute concerning your premium or about a claim,you should contact the company first.If the dispute is not resolved,you may contact the Texas Department of Insurance. ATTACH THIS NOTICE TO YOUR POLICY This notice is for information only and does not become a part or condition of the attached document. Notice of Applicability of Chapter 2253 of the Texas Government Code These bonds are furnished in an attempt to comply with Chapter 2253 of the Texas Government Code.These bonds shall be construed to comply with such Chapter regarding the rights created, limitations on those rights,and remedies provided.Any provision in the bonds to which this Rider is attached that expands or restricts a right or liability under such Chapter shall be disregarded,and such Chapter shall apply to these bonds. PWV"_%W_-W-Wq;-w, "'YA"I"Y"%"W W"... .-My -W Tu'—w W"MOMMY-M YAM YMMYM7 IM Y A I ✓A. q Am VIM" r mmy I VMS 4 � Ilam , w"A ltu"P ? "m" Y "mu ....l, __ I W" , MA . no, mm , Mw Ulm, 7111 .. . ....... I IT,— I I'll 11 1 Hv,� A� Ilm i 4'tYY"t P,V.P.Ti',,'�. .....(" ,� , 1W Ir ,,h A 11411i'VIIIIAld "1 11 lt,11M,11, 1 AMU N 4, 1100 6 "Al-11 UNIT, �1111XU?Pfti 111N�,N�41W _12 (MPTIML INDIONIN11"Y (70RPORMIMN -now, 1()IN P, 0 Al'TO R N I�,Y 17%NOVII AL LMEN BY DIME 1%ESRNrC1TW dw(SPNXHANDEMNITY C(MPORATKNOn cwpmAon of they SNW ol'Wisurnsin,h"hg ks No so e MAW o0kes in to c1ty of Middh-[on,Wisconsin,doe",Inakc,(on"'rililic mid appoint Ivy 750 --------- --------- ---------------------BRENT BALDVIN;BR0CE_ BALDVAN-------------------- 10 ASA. W no its aw and h"All to inala'. execloc' 'Scal and defiver lor and oil its huhall,as surely, and wr its act and clu' d mjy trial all bolld , undewThigs and cmalowts of suneq,ho, finwidud Hmi no horld or undeNakinp or contract of sawryship execM und,T Wk mIdwrity shall extoud in A:-'sTWX �,Tl 41,,WA�oj) amount the Suln(Al -- D$20,000,000------------------------ ---------------------------------------ALL WRITTEN INSTRUMENTS IN AN AMOUNT NOT TO EXCEE 10 err '!k MINE,, This Power ofAttorney i�, !.,,iarucd am! is Agwd wO YnIM by KcAAW under mW 11 Aw mukAty of Aw ArHmAng Regohnion adoNal by the Board of Directors 4 C A INITCH,I ND EA I N I T Y(I M PORNN ON W as mccky duly cal led and I wl d on the 1_1h city of IVl ny,2002. "PluSOII-IVLII)�,that ilia l)le�;i(tc,iiP,1-,xcs'Itliv(•Vice'PICsidcnl,Vice PwAhWS"remy 510TWO ol-oWer"Imbe and Hwy hereby an pwAd(he]rower and aul1mHn&n to qjoiM 4 a PownofAlbmmy for le fawNs"only ofexcroling;and aurw&8 bmds mad uncle MTinWqmA 1109 other MOP ONYWY h We roure Mo,Mic M More whow A"Twomm as ktana;socroad"md M"my(s) in fact,cuchappointec to have(]I(,, powas and dutics uslual to mich offices to dw husuress ofillis corriparry'. ofmich ohkay md scal adleccrimmny may"c 9MOH11my smh power of tupoinnuy(A to 0 US Mmacaw relating;dw n10 Iq l7acd mHu.mad any sudi power of anonley of cc hHhate N.An ing s[fell facsimile s il�fluttal c's or facdol?sewl&WHO"Ml and bhRling upon Hiv Cmipw,ww1my mch power so executed and cN lified by facsAG symnurn md McMurdo*A M01 f,114* nhy� be,valid micl Nudingilporl the OmMmny&Ow Mwix with rNvo W my Nmd m Hnidam"W or other writirig oNigraory in thn nm"dwmW An whWh A is as attached, Any such appointment inay he 1 evokerl,for cause,or wkhoul cause,by ally of Said officers,all ally (iruc,- q y,it is aglud that III(,' power and authority hereby give'll to it)(.', If) connection with ohli, yfwsj, gations ill favoi�of ar, Holidt� Eicpallincin(al Transpoltation oul 1)11 (� Ina �ti oil engur(naing,and construction contrack Anornoy-urlact includes ally mid ml collsents fol dw w1case of 1cfaincd powernape's and/or i , ,.6 tc �O ON ymt� nnIIdfq.',paypory 4 We so ownwe to To Colaxw"mraArlk is ml trol relieve Tis surety company of any of As obligation";undcr its bond. III Connection with old igtrtiow, in how a the KcrawAy Depwnwin, of HjImays only, 4 is agreed Him to prover umf own to We Anoirwy-in-Fac.t ctunjoa( be niodified or o.,vokcd Indess prior wlinen pels'01nd I)0HCC 01 such intent has been Own to We -DVmuwm of 0 ova Hiphwarys of fire CmnmmwvW(h ofKennicky at Wmat Why(M)d"t;prior to the niodificalion or levocation. IN WITNEY,,,'WTI E RL011 the CAPITOL i[NDPAIN IT V CERINHATH"!has caused diese presents to be sWnal by hs ob5cry until Qpwd and its corporate scarf lo be Act ew M1Hfljxed duly atmlcl Ilk Mh Nq WAM"ary AH 5 • Atfesi: CAPITOL INDNVINITV CORPORATION _Jll, "M A A d_ 0 �� ro�-,� �G Z _ r, /dJ .rl(Pr" cou.1 vast, A Qy W s "a ff not it Surety p elations CEO&PmMerll Wn w1i, ir r. so. AN orvfscmd suW COUNTY OF DANE, Wsy A'tr On Hw 91 day of Abm".AM 5 hdmv nw perm"mHy came Swpiren L Silk do nic known,who being try nw duly sworn,did depose and say: that he resid"h"k County ofNew)AK SWWcJNmv A": (hW he is Vwkkw MWAMTOL MWE✓NJTY COI RK)RATIONI,the corporation desciihed , V 40mos Imehir and which m•cuted the Anne hasti-mmys• that he knrm,s Tw seal elf the.said corporation,that the seal NIMmIto said ens nwrlt is md""prraW, scal;that it was;so affixed by order of the Board of Dirct:lors of said coiporatron zurd that he sipned]its narne theei cto by lihe older. MAE, Ind miss, DmM W. Kmeger ST/VFr,,OF WISCONSIN JAionny Public,Dirac.Co, W1 11 avj g C.C)UNTYOF DANIS My Commission Is Pi"Inlanclif CERTHICATE P I,the, (filly clecated NmWwM Put CA MUM ANIMMUN CORPORA,rim,a Wisconsin Corporation, too, c) authorized to Inake dris ceitifiewc, Do immv cmrwy olat the RAMOg WMPM Paver'rhAttorney irmaks in AM force and has not been revolved;wild Q&wQyn Him We Resolution of the Board of DVT for v sea forth iu�ahr,Hower of Attorney is now in Me. o"i"W M M is W I is daYof'-August- SQWQ and sealed a 2.01 ,5- i MEN My, (W110,AL RECORD 14 M SUEHm Y MRA"Y Analcank Can Y Rg" qq r, Q Secretary I�11S (�R,\Y siIA01P nA0"X0lJNDW11H A RED SMIM.N10tOR IN THE UPMR RRVITIMP,J) ,his! cojzNd .H"YotT 1 AN YQ1JEST10cN CONCEWNING11 111 AMA 11101 WhYOU THIS DWITUNT CAL(.800-475-4,450, CIC 1'0, (It"\,02-20 HIM CERTIFICATE OF LIABILITY INSURANCE DATE THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder is an ADDITIONAL INSURED,the policy(ies) must be endorsed. If SUBROGATION IS WAIVED,subject to the terms and conditions of the policy,certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). PRODUCER CONTACT Cindy Tran NAME: y Davis-Dyer-Max, Inc. PHONE (972)864-0400 r FAX A/C No (972)278-8400 a Member of the Insurors Group E-MAIL ADDRESS:cindy.tran @davis°dyer-max.com P.O. BOX 495429 INSURERS AFFORDING COVERAGE NAIC# Garland TX 75049 INSURERA:Texas Mutual Insurance Co. INSURED INSURER B Construction Companies Group, LLC INSURER C: 709 Southgate INSURER D: INSURER E: Dallas TX 75217 INSURER F: COVERAGES CERTIFICATE NUMBER:2014-2015 WC - REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSR TYPE OF INSURANCE ADDL SU R POLICY EFF POLICY EXP LTR POLICY NUMBER MWDD MM/DDIYYYY LIMITS GENERAL LIABILITY EACH OCCURRENCE $ COMMERCIAL GENERAL LIABILITY DAMAGE TO RENTED PREMISES Ea occurrence $ CLAIMS-MADE r_1 OCCUR MED EXP(Any one person) $ Issued on Separate PERSONAL&ADV INJURY $ [ertificate GENERAL AGGREGATE $ GEN'L AGGREGATE LIMIT APPLIES PER: PRODUCTS-COMP/OP AGG $ POLICY I PRO- LOC $ Jr AUTOMOBILE LIABILITY COMBINED SINGLE LIMIT Ea accident)_ ANY AUTO BODILY INJURY(Per person) $ ALL OWNED SCHEDULED BODILY INJURY(Per accident) $ AUTOS AUTOS HIRED AUTOS P NON-OWNED PROPERTY DAMAGE $ AUTOS are dent $ UMBRELLA LIAB OCCUR EACH OCCURRENCE $ EXCESS LIAB HCLAIMS-MADE AGGREGATE $ DED RETENTION$ $ A WORKERS COMPENSATION X I WC STATU- 01 AND EMPLOYERS'LIABILITY YIN ANY PROPRIETORIPARTNEWEXECUTIVE E.L.EACH ACCIDENT $ 1,000,000 OFFICERIMEMBER EXCLUDED? NIA (Mandatory in NH) 0001277309 10/20/2014 0/20J2015 E.L.DISEASE-EA EMPLOYEq$ 1,000,000 If yes,describe under DESCRIPTION OF OPERATIONS below E.L.DISEASE-POLICY LIMIT $ 1,000,000 DESCRIPTION OF OPERATIONS/LOCATIONS I VEHICLES (Attach ACORD 101,Additional Remarks Schedule,if more space is required) Workers' Compensation policy include a blanket automatic waiver of subrogation endorsement only when there is a written contract between the named insured and the certificate holder. CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN City of Fort Worth ACCORDANCE WITH THE POLICY PROVISIONS. Purchasing Division t 1000 Throckmorton St AUTHORIZED REPRESENTATIVE `s Fort Worth, TX 76102 Larry Hughston/CT ACORD 25(2010105) ©1988-2010 ACORD CORPORATION. All rights reserved. INS09Argninnm ni Tha Annon n�ma onii Inn^nra ranicfarari mnrirc of ar_non DATE(MMIDDIYYYY) CERTIFICATE OF LIABILITY INSURANCE ,�. 0910212015 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder is an ADDITIONAL INSURED,the policy(ies)must be endorsed. If SUBROGATION IS WAIVED, subject to the terms and conditions of the policy,certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). PRODUCER NAME:CT DAVIS-DYER-MAX INC (SHERMAN JACKSON) Texas Specialty Underwriters Inc. PHONE FAx 510 Turtle Cove Suite 200 A/c No Et): 972-864-0400 AIX No: E-MAIL Rockwall TX 75087 ADDRESS: INSURERS AFFORDING COVERAGE NAIC# INSURERA: ESSEX INSURANCE COMPANY INSURED CONSTRUCTION COMPANIES GROUP LLC INSURER B: 709 SOUTHGATE INSURERC: DALLAS TX 75217 INSURER D: INSURER E: INSURER F: COVERAGES CERTIFICATE NUMBER: REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSR TYPE OF INSURANCE lum ADDLSUBR POLICY NUMBER MMIDID POLICY MMIDDIYY`! LIMITS LTR COMMERCIAL GENERAL LIABILITY EACH OCCURRENCE $ 1,000,000 DAMAGETO RENT CLAIMS-MADE OCCUR PREMISES Ea occurrence) $ 100,000 A ✓ LIMITED CONTRACTUAL MED EXP(Any one person) $ 5,000 CG 2139 PERSONAL&ADV INJURY $ 1,000,000 GEN'L AGGREGATE LIMIT APPLIES PER: 3DR7692 12/05/2014 1210512015 GENERAL AGGREGATE $ 2,000,000 POLICY❑JEa LOC PRODUCTS-COMP/OP AGG $ 2,000,000 OTHER: AUTOMOBILE LIABILITY COMBINED SINGLE LIMIT $ Ea accident ANY AUTO BODILY INJURY(Per person) $ ALL OWNED SCHEDULED — AUTOS AUTOS BODIL LY INJURY{Per accident) $ NON-OWNED PROPERTY DAMAGE $ HIRED AUTOS AUTOS Per accdent UMBRELLA LIAB OCCUR EACH OCCURRENCE $ RiEXCESS LIAB CLAIMS-MADE AGGREGATE $ DED I RETENTION$ $ WORKERS COMPENSATION PER OTH- AND EMPLOYERS LIABILITY YIN N STATUTE ER ANY PROPRIETORIPARTNER/EXECUTIVE F—] NIA E.L.EACH ACCIDENT $ OFFICER/MEMBER EXCLUDED? (Mandatory in NH) E.L.DISEASE-EA EMPLOYE $ If yes,describe under DESCRIPTION OF OPERATIONS below E.L.DISEASE-POLICY LIMIT $ El 1:3 DESCRIPTION OF OPERATIONS/LOCATIONS/VEHICLES (ACORD 101,Additional Remarks Schedule,may be attached if more space is required) BLANKET ADDITIONAL INSURED PER ENDORSEMENT MEGL 0009-01(4-11) BLANKET WAIVER OF SUBROGATION PER ENDORSEMENT MEGL 0241-01 (4-11) CERTIFICATE HOLDER CANCELLATION CITY OF FORT WORTH SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE _ PURCHASING DIVISION THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN 100 THROCKMORTON ST ACCORDANCE WITH THE POLICY PROVISIONS. FT WORTH,TX 76102 AUTHORIZED REPRESENTATIVE ©1988-2014 ACORD CORPORATION. All rights reserved. ACORD 25(2014101) The ACORD name and logo are registered marks of ACORD Produced using Forms Boss Web software.www.FormsBoss.com;?Impressive Publishing 800-208-1977 A CERTIFICATE OF LIABILITY INSURANCE DAT10/05/2015 2/ THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER.THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND,EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S),AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder is an ADDITIONAL INSURED,the policy(ies)must be endorsed. If SUBROGATION IS WAIVED,subject to the terms and conditions of the policy,certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). PRODUCER CO AME:NTACT N CERRA INSURANCE AGENCY Cerra Insurance Agency PHONE.No Ext: (214)309 9722 FAX C Ne; (214)309-9556 2031 S.Buckner Blvd.Suite C E-MAIL fernandocerra @hotmail.com Dallas,TX 75217 INSURERS AFFORDING COVERAGE NAIC# Phone (214)309-9722 Fax (214)309-9556 INSURERA; INSURED INSURER B: KEMPER INSURANCE CONSTRUCTION COMPANIES GROUP LLC INSURERC: 709 Southgate Ln INSURER D: INSURER E: Dallas TX 75217 INSURER F COVERAGES CERTIFICATE NUMBER: REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT,TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN,THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSR TYPE OF INSURANCE ADD UBR POLICY EFF POLICY EXP LIMITS LTR D POLICY NUMBER MMIDD/YYYY MM/DD/YYYY GENERAL LIABILITY EACH OCCURRENCE $ DAMAGE TO RENTED ❑ COMMERCIAL GENERAL LIABILITY PREMISES Ea occurrence) $ ❑ ❑ CLAIMS-MADE ❑ OCCUR MED EXP(Any one person) $ ❑ PERSONAL&ADV INJURY $ ❑ GENERAL AGGREGATE $ GEN'L AGGREGATE LIMIT APPLIES PER: PRODUCTS-COMP/OP AGG $ ❑ POLICY ❑ PRO- ❑ LOC $ AUTOMOBILE LIABILITY Ea aBlcatleDtSINGLE LIMIT $ 1,000,000.00 ANY AUTO BODILY INJURY(Per person) $ ALL B ❑ AUTOS OWNED ❑ AUTOS DULED CGNCCR3748690 12/31/2014 12/31/2015 BODILY INJURY(Per accident) $ ❑ HIREDAUTOS ❑ AUTOSSWNED PerracciidenDAMAGE $ ❑ ❑ $ ❑ UMBRELLA LIAB ❑OCCUR EACH OCCURRENCE $ ❑ EXCESS LIAB ❑CLAIMS-MADE AGGREGATE $ ❑ DED ❑ RETENTION$ $ WORKERS COMPENSATION ❑STATUTE ❑EORH AND EMPLOYERS'LIABILITY Y/N ANY PROPRIETOR/PARTNER/EXECUT IVE❑ E.L.EACH ACCIDENT $ OFFICER/MEMBER EXCLUDED? N/A (Mandatory in NH) E.L.DISEASE-EA EMPLOYE $ If yes,describe under DESCRIPTION OF OPERATIONS below E.L.DISEASE-POLICY LIMIT $ DESCRIPTION OF OPERATIONS/LOCATIONS/VEHICLES (Attach ACORD 101,Additional Remarks Schedule,if more space is required) CITY OF FORT WORTH IS LISTED AS A ADDITONAL INSURED AND WAIVER OF SUBROGATION IN FAVOR OF CITY. CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE CITY OF FORT WORTH THE EXPIRATION DATE THEREOF,NOTICE WILL BE DELIVERED IN 1000 THROCKMORTON ST ACCORDANCE WITH THE POLICY PROVISIONS. FORT WORTH,TX 76102 AUTHORIZED REPRESENTATIVE FERNANDO CERRA ©1988-2014 ACORD CORPORATION. All rights reserved. ACORD 25(2014/01)QF The ACORD name and logo are registered marks of ACORD Tpezmxv WORKERS' COMPENSATION AND EMPLOYERS utu� LIABILITY INSURANCE POLICY Insurance Company WC 42 03 04 B TEXAS WAIVER OF OUR RIGHT TO RECOVER FROM OTHERS ENDORSEMENT This endorsement applies only to the insurance provided by the policy because Texas is shown in Item 3.A. of the Information Page. We have the right to recover our payments from anyone liable for an injury covered by this policy.We will not enforce our right against the person or organization named in the Schedule, but this waiver applies only with respect to bodily injury arising out of the operations described in the Schedule where you are required by a written contract to obtain this waiver from us. This endorsement shall not operate directly or indirectly to benefit anyone not named in the Schedule. The premium for this endorsement is shown in the Schedule. Schedule 1. ( ) Specific Waiver Name of person or organization ( X ) Blanket Waiver Any person or organization for whom the Named Insured has agreed by written contract to furnish this waiver. 2. Operations: ALL TEXAS OPERATIONS 3. Premium The premium charge for this endorsement shall be 2.00 percent of the premium developed on payroll in connection with work performed for the above person(s) or organization(s) arising out of the operations described. 4. Advance Premium INCLUDED, SEE INFORMATION PAGE 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 clause"need be completed only when this endorsement is issued subsequent to preparation of the policy.) This endorsement,effective on at 12:01 A.M.standard time,forms a part of Policy No. SBP-0001277309 20141020 of the Texas Mutual Insurance Company Issued to CONSTRUCTION COMPANIES GROUP L LC Endorsement No. Premium$ NCCI Carrier Code 29939 Authorized Representative WC420304B(ED.6-01-2014) INSURED'S COPY QUSER 10-14-2014 COMMERCIAL GENERAL LIABILITY POLICY NUMBER: 3DR7692 MARUV ESSEX INSURANCE COMPANY THIS ENDORSEMENT CHANGES THE POLICY. PLEASE READ IT CAREFULLY. BLANKET ADDITIONAL INSURED This endorsement modifies insurance provided under the following: COMMERCIAL GENERAL LIABILITY COVERAGE FORM PRODUCTS/COMPLETED OPERATIONS COVERAGE FORM LIQUOR LIABILITY COVERAGE FORM PROFESSIONAL LIABILITY COVERAGE FORM Please refer to each coverage form to determine which terms are defined. Words shown in quotations on this endorsement may or may not be defined in all coverage forms. SCHEDULE Person or Entity: Any person or organization to whom you are obligated by valid written contract to provide such coverage. Additional Premium: $ 500.00 (INCL) (Check box if fully earned.M) WHO IS AN INSURED is amended to include the person or entity shown in the Schedule above as an Additional Insured under this insurance, but only as respects negligent acts or omissions of the Named Insured and only as respects any coverage not otherwise excluded in the policy. Our agreement to accept an Additional Insured provision in a contract is not an acceptance of any other provisions of the contract or the contract in total. When coverage does not apply for the Named Insured, no coverage or defense shall be afforded to the Additional In- sured. No coverage shall be afforded to the Additional Insured for injury or damage of any type to any"employee"of the Named Insured or to any obligation of the Additional Insured to indemnify another because of damages arising out of such injury or damage. All other terms and conditions remain unchanged. MEGL 0009-01 04 11 Includes copyrighted material of Insurance Services Office, Inc. Page 1 of 1 with its permission. COMMERCIAL GENERAL LIABILITY POLICY NUMBER: 3DR7692 MARKET ESSEX INSURANCE COMPANY THIS ENDORSEMENT CHANGES THE POLICY.PLEASE READ IT CAREFULLY. BLANKET WAIVER OF SUBROGATION This endorsement modifies insurance provided under the following: COMMERCIAL GENERAL LIABILITY COVERAGE FORM SCHEDULE Additional Premium: $ 250.00 (INCL) Name of Person or Organization: Any person(s)or organization(s)to whom the Named Insured agrees to waive rights of recovery in a written contract. The TRANSFER OF RIGHTS OF RECOVERYAGAINST OTHERS TO US Condition (Section IV— COMMERCIAL GENERAL LIABILITY CONDITIONS)is amended by the addition of the following: We waive any right of recovery we may have against the person or organization shown in the Schedule above as respects written contracts that exist between you and such person or entity, provided you have agreed in writing to furnish this waiver.This waiver applies only to the person or organization shown in the Schedule above. All other terms and conditions remain unchanged. MEGL 0241-0104 11 Includes copyrighted material of Insurance Services Office, Inc.with Page 1 of 1 its permission. STANDARD GENERAL CONDITIONS OF THE CONSTRUCTION CONTRACT CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFCATION DOCUMENTS Revision:Decardxi-21,2012 STANDARD GENERAL CONDITIONS OF THE CONSTRUCTION CONTRACT TABLE OF CONTENTS Page Article 1 —Defmitions and Terminology..........................................................................................................l 1.01 Defined Terms...............................................................................................................................l 1.02 Terminology..................................................................................................................................6 Article 2—Preliminary Matters.........................................................................................................................7 2.01 Copies of Documents....................................................................................................................7 2.02 Commencement of Contract Time;Notice to Proceed................................................................7 2.03 Starting the Work..........................................................................................................................8 2.04 Before Starting Construction........................................................................................................8 2.05 Preconstruction Conference..........................................................................................................8 2.06 Public Meeting..............................................................................................................................8 2.07 Initial Acceptance of Schedules....................................................................................................8 Article 3—Contract Documents: Intent,Amending,Reuse............................................................................8 3.01 Intent..............................................................................................................................................8 3.02 Reference Standards......................................................................................................................9 3.03 Reporting and Resolving Discrepancies.......................................................................................9 3.04 Amending and Supplementing Contract Documents............................................ 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 SPECIFCATION DOCUMENTS Revision:Decarber2l,2012 � ^ 6])2 Labor;Working Hours................................................................................................................20 6iO3 Services,Materials, and Equipment--------------.---------------..20 6.04 Project Schedule..........................................................................................................................2l � 6J�5 Substitutes and --------.------------.---------.--...2l 0.06 and Others....................................................................24 6i07Wage Rates..................................................................................................................................25 � 6.00 Patent Fees and Royalties-------.-------------.------------.--.20 6.09 Permits and Utilities....................................................................................................................27 6.10 Laws and Regulations----------.—.--.---.----------'--.----.--..27 � 6i11 Taxes...........................................................................................................................................28 6'12 Use of Site and Other Areas.......................................................................................................2# 6`13 Record Documents......................................................................................................................29 � 6.14 8nfeh/uodPnoteudVo----..-------------------.—..---.----.---.29 6i15AuGeh/ —'—.---.----..—.—.--------..----------.---..3U 6.l6 lJuzocd Communication Programs ----------------.-------------.—.30 � 6.17 Emergencies and/or Rectification...............................................................................................30 6.18 0ubozdtal ----------'---------'-------.-------.-------3l 6l9Continuing the Work...................................................................................................................32 � 6.20 Contractor's General Warranty and Guarantee..........................................................................32 6.21 Indemnification----'-----------.---------------...—.---.--.33 6.22 Delegation of Professional Design Services.................................................................. ..........34 x 0.23 Right to Audit ---------.---------------------.—.--------.—'34 ' 6.2�1 --.--------.—.-------.---------'-----..---.35 � �utb��7—(�tbcr\�ozkutfbe8ihe----.----------------------.-----------35 0 " 7.01 Related Work ad Site...................................................................................................................35 7.02 Coordination................................................................................................................................36 � Article 8—City's Responsibilities.---.-------.-------------.------.------3h 8.01 toCoubuotuc-----'------.--.------.------------.30 8.02 Furnish Data................................................................................................................................30 � 8.03 Pay When Due.............................................................................................................................30 8.04 Lands and Easements; and Tests...................................................................................36 ` 8.05 Change Orders.............................................................................................................................36 � 8.06 Inspections,Tests, and Approvals.----.-------------------------.36 0.07 Limitations ouCity'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 U 9.0l City's ------------.—.-------.-----.-------37 � ' �-, Representative 9]]2 Visits ho Site................................................................................................................................37 9.03 Authorized Variations bo Work..................................................................................................38 U g.04 I�pfect�e\�ork----------.------.-----------------.38 � Rejecting 9.05 Determinations for Work Performed..........................................................................................3O 9.06 Decisions on Requirements uf Contract Documents and Acceptability nf Work.....................38 CITY onFORT WORTH � STANDARD CONSTRUCTION amEooFC^uzomDOCUMENTS Revision:oocmbffn.00/z Article 10-Changes in the Work; Claims;Extra Work................................................................................38 10.01 Authorized Changes in the Work...............................................................................................38 10.02 Unauthorized Changes in the Work...........................................................................................39 10.03 Execution of Change Orders.......................................................................................................39 10.04 Extra Work..................................................................................................................................39 10.05 Notification to Surety..................................................................................................................39 10.06 Contract Claims Process.............................................................................................................40 Article 11 -Cost of the Work;Allowances;Unit Price Work;Plans Quantity Measurement......................41 11.01 Cost of the Work.........................................................................................................................41 11.02 Allowances..................................................................................................................................43 11.03 Unit Price Work..........................................................................................................................44 11.04 Plans Quantity Measurement......................................................................................................45 Article 12-Change of Contract Price; Change of Contract Time.................................................................46 12.01 Change of Contract Price............................................................................................................46 12.02 Change of Contract Time............................................................................................................47 12.03 Delays..........................................................................................................................................47 Article 13-Tests and Inspections; Correction,Removal or Acceptance of Defective Work......................48 13.01 Notice of Defects ........................................................................................................................48 13.02 Access to Work...........................................................................................................................48 13.03 Tests and Inspections..................................................................................................................48 13.04 Uncovering Work........................................................................................................................49 13.05 City May Stop the Work.............................................................................................................49 13.06 Correction or Removal of Defective Work................................................................................50 13.07 Correction Period........................................................................................................................50 13.08 Acceptance of Defective Work...................................................................................................51 13.09 City May Correct Defective Work.............................................................................................51 Article 14-Payments to Contractor and Completion....................................................................................52 14.01 Schedule of Values......................................................................................................................52 14.02 Progress Payments......................................................................................................................52 14.03 Contractor's Warranty of Title...................................................................................................54 14.04 Partial Utilization........................................................................................................................55 14.05 Final Inspection...........................................................................................................................55 14.06 Final Acceptance.........................................................................................................................55 14.07 Final Payment...........................................................................................................................-56 14.08 Final Completion Delayed and Partial Retainage Release........................................................56 14.09 Waiver of Claims........................................................................................................................57 Article 15-Suspension of Work and Termination........................................................................................57 15.01 City May Suspend Work.............................................................................................................57 15.02 City May Terminate for Cause...................................................................................................58 15.03 City May Terminate For Convenience.......................................................................................60 Article16-Dispute Resolution......................................................................................................................61 16.01 Methods and Procedures.............................................................................................................61 CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFCATION DOCUMENTS Revision:Decanber2l,2012 - i » X Article l7—Miscellaneous-------------.---.-------.—.----------------.62 17.01 Giving Notice..............................................................................................................................h2 17'02 Computation nf Times................................................................................................................62 � 17.03 Cumulative Remedies.................................................................................................................62 17])4 Survival of Obligations--------------.--------.---.----.----.--.63 17l5 Headings--'----------------.-------------------------63 8 � � UU ` k« � � CrmonFORT WORTH � STANDARD CONSTRUCTION opaooCxzmmDOCUMENTS Revision:oocoxbe,z/.m1z 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 Form with any supplements. 10.Business Day–A business day is defined as a day that the City conducts normal business, generally Monday through Friday, except for federal or state holidays observed by the City. 11.Buzzsaw–City's on-line,electronic document management and collaboration system. 12. Calendar Day–A day consisting of 24 hours measured from midnight to the next midnight. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFCATION DOCUMENTS Revision:Decanber2l,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. The City of Fort Worth, Texas, a home-rule municipal corporation, authorized and 14. City chartered under the Texas State Statutes, acting by its governing body through its City Manager, his designee, or agents authorized under his behalf, each of which is required by Charter to perform specific duties with responsibility for final enforcement of the contracts involving the City of Fort Worth is by Charter vested in the City Manager and is the entity with whom Contractor has entered into the Agreement and for whom the Work is to be performed: 15. City Attorney–The officially appointed City Attorney of the City of Fort Worth, Texas, or his duly authorized representative. 16. City Council - The duly elected and qualified governing body of the City of Fort Worth, Texas. 17. City Manager– The officially appointed and authorized City Manager of the City of Fort Worth, Texas,or his duly authorized representative. 18. Contract Claim—A demand.or assertion by City or Contractor seeking an adjustment of Contract Price or Contract Time, or both, or other relief with respect to the terms of the Contract.A demand for money or services by a third party is not a Contract Claim. 19. Contract—The entire and integrated written document between the City and Contractor concerning the Work. The Contract contains the Agreement and all Contract Documents and supersedes prior negotiations,representations,or agreements,whether written or oral. 20. Contract Documents—Those items so designated in the Agreement. All items listed in the Agreement are Contract Documents. Approved Submittals, other Contractor submittals, and the reports and drawings of subsurface and physical conditions are not Contract Documents. 21. Contract Price—The moneys payable by City to Contractor for completion of the Work in accordance with the Contract Documents as stated in the Agreement (subject to the provisions of Paragraph 11.03 in the case of Unit Price Work). 22. Contract Time—The number of days or the dates stated in the Agreement to: (i) achieve Milestones,if any and(ii) complete the Work so that it is ready for Final Acceptance. 23. Contractor—The individual or entity with whom City has entered into the Agreement. 24. Cost of the Work—See Paragraph 11.01 of these General Conditions for definition. r CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFCATION DOCUMENTS Revision:December21,2012 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 Department of the City of Fort Worth,Texas, or his duly appointed representative, assistant, or agents. 28.Director of Parks and Community Services —The officially appointed Director of the Parks and Community Services Department of the City of Fort Worth, Texas, or his duly appointed representative, assistant,or agents. 29. Director of Planning and Development— The officially appointed Director of the Planning and Development Department of the City of Fort Worth, Texas, or his duly appointed representative, assistant, or agents. 30. Director of Transportation Public Works — The officially appointed Director of the Transportation Public Works Department of the City of Fort Worth, Texas, or his duly appointed representative, assistant, or agents. 31. Director of Water Department— The officially appointed Director of the Water Department of the City of Fort Worth,Texas,or his duly appointed representative,assistant,or agents. 32. Drawings That part of the Contract Documents prepared or approved by Engineer which graphically shows the scope, extent, and character of the Work to be performed by Contractor. Submittals are not Drawings as so defined. 33. Effective Date of the Agreement—The date indicated in the Agreement on which it becomes effective,but if no such date is indicated, it means the date on which the Agreement is signed and delivered by the last of the two parties to sign and deliver. 34.Engineer—The licensed professional engineer or engineering firm registered in the State of Texas performing professional services for the City. 35. Extra Work — Additional work made necessary by changes or alterations of the Contract Documents or of quantities or for other reasons for which no prices are provided in the Contract Documents. Extra work shall be part of the Work. 36.Field Order—A written order issued by City which requires changes in the Work but which does not involve a change in the Contract Price, Contract Time, or the intent of the Engineer. Field Orders are paid from Field Order Allowances incorporated into the Contract by funded work type at the time of award. 37.Final Acceptance — The written notice given by the City to the Contractor that the Work specified in the Contract Documents has been completed to the satisfaction of the City. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFCATION DOCUMENTS Revision:December 21,2012 0072 00-1 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 in with other non-Hazardous Waste and crude oils. 50.Plans–See definition of Drawings. f• CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFCATION DOCUMENTS Revision:Decanber2l,2012 00 72 00-1 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 SPECIFCAITON DOCUMENTS Revision:December2l,2012 007200-1 General Conditions Page 6 of 63 63. Submittals—All drawings, diagrams, illustrations, schedules, and other data or information which are specifically prepared or assembled by or for Contractor and submitted by Contractor to illustrate some portion of the Work. 64. Successful Bidder—The Bidder submitting the lowest and most responsive Bid to whom City makes an Award. 65. Superintendent–The representative of the Contractor who is available at all times and able to receive instructions from the City and to act for the Contractor. 66. Supplementary Conditions—That part of the Contract Documents which amends or supplements these General Conditions. 67. Supplier—A manufacturer, fabricator, supplier, distributor, materialman, or vendor having a direct contract with Contractor or with any Subcontractor to furnish materials or equipment to be incorporated in the Work by Contractor or Subcontractor. 68. Underground Facilities All underground pipelines, conduits, ducts, cables, wires, manholes, vaults, tanks, tunnels, or other such facilities or attachments, and any encasements containing such facilities, including but not limited to, those that convey electricity, gases, steam, liquid petroleum products, telephone or other communications, cable television, water,wastewater,storm water, other liquids or chemicals,or traffic or other control systems. 69. Unit Price Work—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 SPECIFCATION DOCUMENTS Revision:December2l,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 SPECIFCATION DOCUMENTS Revision:December 21,2012 007200-1 General Conditions Page 3 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 Consts7rction 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 SPECIFCATION DOCUMENTS Revision:December2l,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. Contractors 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 SPECIFCATION DOCUMENTS Revision:Decenber2l,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 SPECIFCATION DOCUMENTS Revision:December2l,2012 007200-1 General Conditions Page I 1 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 SPECIFCATION DOCUMENTS Revision:Decwber2l,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 SPECIFCATION DOCUMENTS Revision:Decanber21,2012 007200-1 General Conditions Page 13 of 63 then Contractor shall, promptly after becoming aware thereof and before further disturbing the subsurface or physical conditions or performing any Work in connection therewith (except in an emergency as required by Paragraph 6.17.A),notify City in writing about such condition. B. Possible Price and Time Adjustments Contractor shall not be entitled to any adjustment in the Contract Price or Contract Time if 1. Contractor knew of the existence of such conditions at the time Contractor made a fmal 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 SPECIFCATION DOCUMENTS Revision:Deceanber2l,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 willfully destroyed, disturbed, or removed by the Contractor or any of his employees, the full cost for replacing such points plus 25% will be charged against the Contractor, and the full amount will be deducted from payment due the Contractor. 4.06 Hazardous Environmental Condition at Site A. Reports and Drawings: The Supplementary Conditions identify those reports and drawings known to City relating to Hazardous Environmental Conditions that have been identified at the Site. B. Limited Reliance by Contractor on Technical Data Authorized: Contractor may rely upon the accuracy of the "technical data" contained in such reports and drawings, but such reports and drawings are not Contract Documents. Such "technical data" is identified in the Supplementary Conditions. Contractor may not make any Contract Claim against City, or any of their officers, directors,members,partners, employees, agents, consultants,or subcontractors with respect to: 1. the completeness of such reports and drawings for Contractor's purposes, including, but not limited to, any aspects of the means, methods, techniques, sequences and procedures of _ CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFCATION DOCUMENTS Revision:December2l,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 4.06G 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 SPECIFCATION DOCUMENTS Revision:Decerrdxr2l,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 fiunish 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 ofInsurance 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 SPECIFCATION DOCUMENTS Revision:Do=ber2l,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 SPECIFCATION DOCUMENTS Revision:December2l,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 SPECIFCATION DOCUMENTS Revision:Decmber2l,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 SPECIFCATION DOCUMENTS Revision:December2l,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 perform Work: 1. for beyond Regular Working Hours request must be made by noon at least two (2) Business Days prior 2. for Weekend Working Hours request must be made by noon of the preceding Thursday 3. for legal holidays request must be made by noon two Business Days prior to the legal holiday. 6.03 Services,Materials, and Equipment A. Unless otherwise specified in the Contract Documents, Contractor shall provide and assume full responsibility for all services, materials, equipment, labor, transportation, construction equipment and machinery, tools, appliances, fuel, power, light, heat, telephone, water, sanitary facilities, temporary facilities, and all other facilities and incidentals necessary for the performance, Contractor required testing,start-up, and completion of the Work. B. All materials and equipment incorporated into the Work shall be as specified or, if not specified, shall be of good quality and new, except as otherwise provided in the-Contract Documents. All special warranties and guarantees required by the Specifications shall expressly run to the benefit of City. If required by City, Contractor shall furnish satisfactory evidence (including reports of required tests)as to the source,kind, and quality of materials and equipment. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFCATION DOCUMENTS Revision:December 21,2012 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 0132 16. 3. Proposed adjustments in the Project Schedule that will change the Contract Time shall be submitted in accordance with the requirements of Article 12. Adjustments in Contract Time may only be made by a Change Order. 6.05 Substitutes and "Or-Equals" A. Whenever an item of material or equipment is specified or described in the Contract Documents by using the name of a proprietary item or the name of a particular Supplier,the specification or description is intended to establish the type, function, appearance, and quality required. Unless the specification or description contains or is followed by words reading that no like, equivalent, or "or-equal" item or no substitution is permitted, other items of material or equipment of other Suppliers may be submitted to City for review under the circumstances described below. 1. "Or-Equal"Items: If in City's sole discretion an item of material or equipment proposed by Contractor is functionally equal to that named and sufficiently similar so that no change in related Work will be required, it may be considered by City as an "or-equal" item, in which case review and approval of the proposed item may, in City's sole discretion, be accomplished without compliance with some or all of the requirements for approval of proposed substitute items. For the purposes of this Paragraph 6.05.A.1, a proposed item of material or equipment will be considered functionally equal to an item so named if: a. the City determines that: 1) it is at least equal in materials of construction, quality, durability, appearance, strength, and design characteristics; CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFCATION DOCUMENTS Revision:December 21,2012 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 SPECIFCATION DOCUMENTS Revision:DecemUer21,2012 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 famish or utilize a substitute means,method, technique, sequence, or procedure of construction approved by City. Contractor shall submit sufficient information to allow City,in City's sole discretion, to determine that the substitute proposed is equivalent to that expressly called for by the Contract Documents. Contractor shall make written application to City for review in the same manner as those provided in Paragraph 6.05.A.2. C. City's Evaluation: City will be allowed a reasonable time within which to evaluate each proposal or submittal made pursuant to Paragraphs 6.05.A and 6.05.13. City may require Contractor to furnish additional data about the proposed substitute. City will be the sole judge of acceptability. No "or-equal"or substitute will be ordered, installed or utilized until City's review is complete, which will be evidenced by a Change Order in the case of a substitute and an accepted Submittal for an"or-equal."City will advise Contractor in writing of its determination. D. Special Guarantee: City may require Contractor to famish at Contractor's expense a special performance guarantee, warranty, or other surety with respect to any substitute. Contractor shall indemnify and hold harmless City and anyone directly or indirectly employed by them from and against any and all claims, damages, losses and expenses (including attorneys fees) arising out of the use of substituted materials or equipment. E. City's Cost Reimbursement: City will record City's costs in evaluating a substitute proposed or submitted by Contractor pursuant to Paragraphs 6.05.A.2 and 6.05.B. Whether or not City approves a substitute so proposed or submitted by Contractor, Contractor may be required to reimburse City for evaluating each such proposed substitute. Contractor may also be required to reimburse City for the charges for making changes in the Contract Documents (or in the provisions of any other direct contract with City)resulting from the acceptance of each proposed substitute. F. Contractor's Expense: Contractor shall provide all data in support of any proposed substitute or "or-equal"at Contractor's expense. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFCATION DOCUMENTS Revision:December 21,2012 007200-1 General Conditions Page 24 of 63 G. City Substitute Reimbursement: Costs (savings or charges) attributable to acceptance of a substitute shall be incorporated to the Contract by Change Order. H. Time Extensions:No additional time will be granted for substitutions. 6.06 Concerning Subcontractors, Suppliers, and Others A. Contractor shall perform with his own organization, work of a value not less than 35% of the value embraced on the Contract,unless otherwise approved by the City. B. Contractor shall not employ any Subcontractor, Supplier, or other individual or entity, whether initially or as a replacement, against whom City may have reasonable objection. Contractor shall not be required to employ any Subcontractor, Supplier, or other individual or entity to furnish or perform any of the Work against whom Contractor has reasonable objection (excluding those acceptable to City as indicated in Paragraph 6.06.C). C. The City may from time to time require the use of certain Subcontractors, Suppliers, or other individuals or entities on the project, and will provide such requirements in the Supplementary Conditions. D. Business Diversity Enterprise Ordinance Compliance: It is City policy to ensure the full and equitable participation by Minority and Small Business Enterprises (MBE)(SBE) in the procurement of goods and services on a contractual basis. If the Contract Documents provide for a MBE and/or SBE goal, Contractor is required to comply with the intent of the City's Business Diversity Ordinance(as amended)by the following: 1. Contractor shall, upon request by the City, provide complete and accurate information regarding actual work performed by a MBE and/or SBE 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 and/or SBE. Material misrepresentation of any nature may 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 SPECIFCATION DOCUMENTS Revision:December21,2012 007200-I General Conditions Page 25 of 63 1. shall create for the benefit of any such Subcontractor, Supplier, or other individual or entity any contractual relationship between City and any such Subcontractor, Supplier or other individual or entity;nor 2. shall create any obligation on the part of City to pay or to see to the payment of any moneys due any such Subcontractor, Supplier, or other individual or entity except as may otherwise be required by Laws and Regulations. F. Contractor shall be solely responsible for scheduling and coordinating the Work of Subcontractors, Suppliers, and other individuals or entities performing or furnishing any of the Work under a direct or indirect contract with Contractor. G. All Subcontractors, Suppliers, and such other individuals or entities performing or furnishing any of the Work.shall communicate with City through Contractor. H. All Work performed for Contractor by a Subcontractor or Supplier will be pursuant to an appropriate agreement between Contractor and the Subcontractor or Supplier which specifically binds the Subcontractor or Supplier to the applicable terms and conditions of the Contract Documents for the benefit of City. 6.07 Wage Rates A. Duty to pay Prevailing Wage Rates. The Contractor shall comply with all requirements of Chapter 2258, Texas Government Code (as amended), including the payment of not less than the rates determined by the City Council of the City of Fort Worth to be the prevailing wage rates in accordance with Chapter 2258. Such prevailing wage rates are included in these Contract Documents. B. Penalty for Violation. A Contractor or any Subcontractor who does not pay the prevailing wage shall, upon demand made by the City, pay to the City $60 for each worker employed for each calendar day or part of the day that the worker is paid less than the prevailing wage rates stipulated in these contract documents. This penalty shall be retained by the City to offset its administrative costs,pursuant to Texas Government Code 2258.023. C. Complaints of Violations and City Determination of Good Cause. On receipt of information, including a complaint by a worker, concerning an alleged violation of 2258.023, Texas Government Code, by a Contractor or Subcontractor, the City shall make an initial determination, before the 31st day after the date the City receives the information, as to whether good cause exists to believe that the violation occurred. The City shall notify in writing the Contractor or Subcontractor and-any affected worker of its initial determination. Upon the City's determination that there is good cause to believe the Contractor or Subcontractor has violated Chapter 2258, the City shall retain the full amounts claimed by the claimant or claimants as the difference between wages paid and wages due under the prevailing wage rates, such amounts being subtracted from successive progress payments pending a final determination of the violation. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFCATION DOCUMENTS Revision:December2l,2012 007200-I General Conditions Page 26 of 63 D. Arbitration Required if Violation Not Resolved. An issue relating to an alleged violation of Section 2258.023, Texas Government Code, including a penalty owed to the City or an affected worker, shall be submitted to binding arbitration in accordance with the Texas General Arbitration Act(Article 224 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 11th day after the date that arbitration is required, a district court shall appoint an arbitrator on the petition of any of the persons. The City is not a party in the arbitration. The decision and award of the arbitrator is final and binding on all parties and may be enforced in any court of competent jurisdiction. E. Records to be Maintained. The Contractor and each Subcontractor shall, for a period of three (3) years following the date of acceptance of the work, maintain records that show (i) the name and occupation of each worker employed by the Contractor in the construction of the Work provided for in this Contract; and(ii)the actual per diem wages paid to each worker. The records shall be open at all reasonable hours for inspection by the City. The provisions of Paragraph 6.23, Right to Audit,shall pertain to this inspection. F. Progress Payments. With each progress payment or payroll period, whichever is less, the Contractor shall submit an affidavit stating that the Contractor has complied with the requirements of Chapter 2258,Texas Government Code. G. Posting of Wage Rates. The Contractor shall post prevailing wage rates in a conspicuous place at all times. H. Subcontractor Compliance. The Contractor shall include in its subcontracts and/or shall otherwise require all of its Subcontractors to comply with Paragraphs A through G above. 6.08 Patent Fees and Royalties A. Contractor shall pay all license fees and royalties and assume all costs incident to the use in the performance of the Work or the incorporation in the Work of any invention, design, process, product, or device which is the subject of patent rights or copyrights held by others. If a particular invention, design, process, product, or device is specified in the Contract Documents for use in the performance of the Work and if, to the actual knowledge of City, its use is subject to patent rights or copyrights calling for the payment of any license fee or royalty to others, the existence of such rights shall be disclosed by City in the Contract Documents. Failure of the City to disclose such information does not relieve the Contractor from its obligations to pay for the use of said fees or royalties to others. B. To the fullest extent permitted by Laws and Regulations, Contractor shall indemnify and hold harmless City,from and against all claims, costs, losses, and damages (including but not limited to all fees and charges of engineers, architects, attorneys, and other professionals and all court or arbitration or other dispute resolution costs) arising out of or relating to any infringement of patent rights or copyrights incident to the use in the performance of the Work or resulting from CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFCATION DOCUMENTS Revision:Decanber2l,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 Department of Transportation Permits 2. U.S.Army Corps of Engineers Permits 3. Texas Commission on Environmental Quality Permits 4. Railroad Company Permits C. Outstanding permits and licenses. The City anticipates acquisition of and/or access to permits and licenses. Any outstanding permits and licenses are anticipated to be acquired in accordance with the schedule set forth in the Supplementary Conditions. The Project Schedule submitted by the Contractor in accordance with the Contract Documents must consider any outstanding permits and licenses. 6.10 Laws and Regulations A. Contractor shall give all notices required by and shall comply with all Laws and Regulations applicable to the performance of the Work. Except where otherwise expressly required by applicable Laws and Regulations, the City shall not be responsible for monitoring Contractor's compliance with any Laws or Regulations. B. If Contractor performs any Work knowing or having reason to know that it is contrary to Laws or Regulations, Contractor shall bear all claims, costs, losses, and damages (including but not limited to all fees and charges of engineers, architects, attorneys, and other professionals and all CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFCATION DOCUMENTS Revision:Decerober2l,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. h!V://Nvww.NvindoN�,,.state.tx.us/taxinfo/`taxfoi is/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. F CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFCATION DOCUMENTS Revision:December2l,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 621, Contractor shall indemnify and hold harmless City,from and against all claims, costs, losses, and damages arising out of or relating to any claim or action, legal or equitable, brought by any such owner or occupant against City. B. Removal of Debris During Performance of the Work: During the progress of the Work Contractor shall keep the Site and other areas free from accumulations of waste materials, rubbish, and other debris. Removal and disposal of such waste materials, rubbish, and other debris shall conform to applicable Laws and Regulations. C. Site Maintenance Cleaning: 24 hours after written notice is given to the Contractor that the clean-up on the job site is proceeding in a manner unsatisfactory to the City, if the Contractor fails to correct the unsatisfactory procedure, the City may take such direct action as the City deems appropriate to correct the clean-up deficiencies cited to the Contractor in the written notice (by letter or electronic communication), and the costs of such direct action, plus 25 % of such costs, shall be deducted from the monies due or to become due to the Contractor. D. Final Site Cleaning: Prior to Final Acceptance of the Work Contractor shall clean the Site and the Work and make it ready for utilization by City or adjacent property owner. At the completion of the Work Contractor shall remove from the Site all tools, appliances, construction equipment and machinery, and surplus materials and shall restore to original condition or better all property disturbed by the Work. 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 SPECIFCATION DOCUMENTS Revision:Decemba2l,2012 007200-1 General Conditions Pale 30 of 63 take all necessary precautions for the safety of, and shall provide the necessary protection to prevent damage,injury or loss to: 1. all persons on the Site or who may be affected by the Work; 2. all the Work and materials and equipment to be incorporated therein, whether in storage on or off the Site; and 3. other property at the Site or adjacent thereto, including trees, shrubs, lawns, walks, pavements, roadways, structures, utilities, and Underground Facilities not designated for removal,relocation, or replacement in the course of construction. B. Contractor shall comply with all applicable Laws and Regulations relating to the safety of persons or property, or to the protection of persons or property from damage, injury, or loss; and shall erect and maintain all necessary safeguards for such safety and protection. Contractor shall notify owners of adjacent property and of Underground Facilities and other utility owners when prosecution of the Work may affect them, and shall cooperate with them in the protection, removal,relocation, and replacement of their property. C. Contractor shall comply with the applicable requirements of City's safety programs,if any. D. Contractor shall inform City of the specific requirements of Contractor's safety program, if any, with which City's employees and representatives must comply while at the Site. E. All damage, injury, or loss to any property referred to in Paragraph 6.14.A.2 or 6.14.A.3 caused, directly or indirectly, in whole or in part, by Contractor, any Subcontractor, Supplier, or any other individual or entity directly or indirectly employed by any of them to perform any of the Work,or anyone for whose acts any of them may be liable,shall be remedied by Contractor. F. Contractor's duties and responsibilities for safety and for protection of the Work shall continue until such time as all the Work is completed and City has accepted the Work. 6.15 Safety Representative Contractor shall inform City in writing of Contractor's designated safety representative at the Site. 6.16 Hazard Communication Programs Contractor shall be responsible for coordinating any exchange of material safety data sheets or other hazard communication information required to be made available to or exchanged between or among employers in accordance with Laws or Regulations. 6.17 Emergencies and/or Rectification A. In emergencies affecting the safety or protection of persons or the Work or property at the Site or adjacent thereto, Contractor is obligated to act to prevent threatened damage, injury, or loss. Contractor shall give City prompt written notice if Contractor believes that any significant CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFCATION DOCUMENTS Revision:December 21,2012 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 SPECIFCATION DOCUMENTS Revision:Decanber2l,2012 007200-1 General Conditions Pale 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: E 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 SPECIFCATION DOCUMENTS Revision:December2l,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 5.02.13. The City will give notice of observed defects with reasonable promptness: 6.21 Indemnification A. Contractor covenants and agrees to indemnify, hold harmless and defend, at its own expense, the City, its officers, servants and employees, from and against any and all claims arising out of, or alleged to arise out of, the work and services to be performed by the Contractor, its officers, agents, employees, subcontractors, licenses or invitees under this Contract. THIS 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 EDEMNWICATION PROVISION IS CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFCATION DOCUMENTS Revision:Decanber2l,2012 E 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 SPECIFCATION DOCUMENTS Revision:December2l,2012 r" 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 farther 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 SPECIFCATION DOCUMENTS Revision:December2l,2012 i 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 SPECIFCATION DOCUMENTS Revision:December2l,2012 s 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 SPECIFCATION DOCUMENTS Revision:Decanber2l,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 SPECIFCATION DOCUMENTS Revision:Decemba2l,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 SPECIFCATION DOCUMENTS Revision:December2l,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 SPECIFCATION DOCUMENTS Revision:December2l,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 11.0l.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 11.01.13, and shall include but not be limited to the following items: 1. Payroll costs for employees in the direct employ of Contractor in the performance of the Work under schedules of job classifications agreed upon by City and Contractor. Such employees shall include, without limitation, superintendents, foremen, and other personnel employed full time on the Work. Payroll costs for employees not employed full time on the Work shall be apportioned on the basis of their time spent on the Work. Payroll costs shall include; a. salaries with a 55%markup,or b. salaries and wages plus the cost of fringe benefits, which shall include social security contributions, unemployment, excise, and payroll taxes, workers' compensation, health and retirement benefits, bonuses, sick leave,vacation and holiday pay applicable thereto. The expenses of performing Work outside of Regular Working Hours, Weekend Working Hours, or legal holidays, shall be included in the above to the extent authorized by City. 2. Cost of all materials and equipment furnished and incorporated in the Work, including costs of transportation and storage thereof, and Suppliers' field services required in connection therewith. 3. Rentals of all construction equipment and machinery, and the parts thereof whether rented from Contractor or others in accordance with rental agreements approved by City, and the costs of transportation, loading, unloading, assembly, dismantling, and removal thereof. All such costs shall be in accordance with the terms of said rental agreements. The rental of any such equipment, machinery, or parts shall cease when the use thereof is no longer necessary for the Work. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFCATION DOCUMENTS Revision:December2l,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 SPECIFCATION DOCUMENTS Revision:Deceirber21,2012 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 11.0I.A.1 or specifically covered by Paragraph 11.01.AA, 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 11.013, 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 SPECIFCATION DOCUMENTS Revision:December 21,2012 i oonoo-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 final payment, an appropriate Change Order will be issued to reflect actual amounts due Contractor on account of Work covered by allowances, and the Contract Price shall be correspondingly adjusted. 11.03 Unit Price Work A. Where the Contract Documents provide that all or part of the Work is to be Unit Price Work, initially the Contract Price will be deemed to include for all Unit Price Work an amount equal to the sum of the unit price for each separately identified item of Unit Price Work times the estimated quantity of each item as indicated in the Agreement. B. The estimated quantities of items of Unit Price Work are not guaranteed and are solely for the purpose of comparison of Bids and determining an initial Contract Price. Determinations of the actual quantities and classifications of Unit Price Work performed by Contractor will be made by City subject to the provisions of Paragraph 9.05. C. Each unit price will be deemed to include an amount considered by Contractor to be adequate to cover Contractor's overhead and profit for each separately identified item. Work described in the Contract Documents, or reasonably inferred as required for a functionally complete installation, but not identified in the listing of unit price items shall be considered incidental to 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. CH Y OF FORT WORTH STANDARD CONSTRUCTION SPECIFCATION DOCUMENTS Revision:Decerrber2l,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 11.0l.A.1 and 11.0l.A.2 and that any higher tier Subcontractor and Contractor will each be paid a fee of five percent(5%) of the amount paid to the next lower tier Subcontractor,however in no case shall the cumulative total of fees paid be in excess of 25%; c. no fee shall be payable on the basis of costs itemized under Paragraphs 11.0LA.6, and 11.0 LB; d. the amount of credit to be allowed by Contractor to City for any change which results in a net decrease in cost will be the amount of the actual net decrease in cost plus a deduction in Contractor's fee by an amount equal to five percent (5%) of such net decrease. 12.02 Change of Contract Time A. The Contract Time may only be changed by a Change Order. B. No extension of the Contract Time will be allowed for Extra Work or for claimed delay unless the Extra Work contemplated or claimed delay is shown to be on the critical path of the Project Schedule or Contractor can show by Critical Path Method analysis how the Extra Work or claimed delay adversely affects the critical path. 12.03 Delays A. Where Contractor is reasonably delayed in the performance or completion of any part of the Work within the Contract Time due to delay beyond the control of Contractor,the Contract Time may be extended in an amount equal to the time lost due to such delay if a Contract Claim is made therefor. Delays beyond the control of Contractor shall include, but not be limited to, acts or neglect by City, acts or neglect of utility owners or other contractors performing other work as contemplated by Article 7, fires, floods, epidemics, abnormal weather conditions, or acts of God. Such an adjustment shall be Contractor's sole and exclusive remedy for the delays described in this Paragraph. B. If Contractor is delayed, City shall not be liable to Contractor for any claims, costs, losses, or damages (including but not limited to all fees and charges of engineers, architects, attorneys, and other professionals and all court or arbitration or other dispute resolution costs) sustained by Contractor on or in connection with any other project or anticipated project. C. Contractor shall not be entitled to an adjustment in Contract Price or Contract Time for delays within the control of Contractor. Delays attributable to and within the control of a Subcontractor or Supplier shall be deemed to be delays within the control of Contractor. D. The Contractor shall receive no compensation for delays or hindrances to the Work, except when direct and unavoidable extra cost to the Contractor is caused by the failure of the City to provide information or material,if any,which is to be furnished by the City. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFCATION DOCUMENTS Revision:December2l,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 J Contractor's safety procedures and programs so that they may comply therewith as applicable. 13.03 Tests and Inspections A. Contractor shall give City timely notice of readiness of the Work for all required inspections, tests, or approvals and shall cooperate with inspection and testing personnel to facilitate required inspections or tests. B. If Contract Documents, Laws or Regulations of any public body having jurisdiction require any of the Work (or part thereof) to be inspected, tested, or approved, Contractor shall assume full responsibility for arranging and obtaining such independent inspections, tests, retests or approvals, pay all costs in connection therewith, and furnish City the required certificates of inspection or approval; excepting, however, those fees specifically identified in the Supplementary Conditions or any Texas Department of Licensure and Regulation (TDLR) inspections,which shall be paid as described in the Supplementary Conditions. C. Contractor shall be responsible for arranging and obtaining and shall pay all costs in connection with any inspections, tests, re-tests, or approvals required for City's acceptance of materials or equipment to be incorporated in the Work; or acceptance of materials, mix designs, or equipment submitted for approval prior to Contractor's purchase thereof for incorporation in the Work. Such inspections, tests, re-tests, or approvals shall be performed by organizations acceptable to City. D. City may arrange for the services of an independent testing laboratory ("Testing Lab") to perform any inspections or tests ("Testing") for any part of the Work, as determined solely by City. 1. City will coordinate such Testing to the extent possible,with Contractor; 2. Should any Testing under this Section 13.03 D result in a "fail", "did not pass" or other similar negative result, the Contractor shall be responsible for paying for any and all retests. Contractor's cancellation without cause of City initiated Testing shall be deemed a negative result and require a retest. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFCATION DOCUMENTS Revision:Decemba2l,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 SPECIFCATION DOCUMENTS Revision:December2l,2012 i oo7zoo-1 General Conditions Page 50 of 63 3 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 k 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 t 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 f 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. f CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFCATION DOCUMENTS Revision:December2l,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 SPECIFCATION DOCUMENTS Revision:Decerrber21,2012 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 SPECIFCAITON DOCUMENTS Revision:Deeanber21,2012 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 SPECIFCATION DOCUMENTS Revision:December 21,2012 007200-1 General Conditions Page 56 of 63 r 14.07 Final Payment 1 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 I � CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFCATION DOCUMENTS Revision:Deceuber2l,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 fr om 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 15.02.13, Contractor's services will not be terminated if Contractor begins within seven days of receipt of notice of intent to terminate to correct its failure to perform and proceeds diligently to cure such failure within no more than 30 days of receipt of said notice. D. Where Contractor's services have been so terminated by City, the termination will not affect any rights or remedies of City against Contractor then existing or which may thereafter accrue. Any retention or payment of moneys due Contractor by City will not release Contractor from liability. E. If and to the extent that Contractor has provided a performance bond under the provisions of Paragraph 5.02,the termination procedures of that bond shall not supersede the provisions of this Article. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFCATION DOCUMENTS Revision:December21,2012 { 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 I 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 i 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 SPECIFCATION DOCUMENTS Revision:Deeanber2l,2012 007300-2 SUPPLEMENTARY CONDITIONS Page 2 of 5 1 2 Utilities or obstructions to be removed,adjusted,and/or relocated 3 4 The following is list of utilities and/or obstructions that have not been removed,adjusted, and/or relocated 5 as of July 21,2014: 6 EXPECTED UTILITY AND LOCATION TARGET DATE OF OWNER ADJUSTMENT "None" 7 The Contractor understands and agrees that the dates listed above are estimates only, are not guaranteed, 8 and do not bind the City. 9 10 SC-4.02A.,"Subsurface and Physical Conditions" 11 12 The following are reports of explorations and tests of subsurface conditions at the site of the Work:Under 13 Buzzsaw,see Soil Lab/Test Results. 14 15 The following are drawings of physical conditions in or relating to existing surface and subsurface 16 structures(except Underground Facilities)which are at or contiguous to the site of the Work: 17 "None" 18 19 SC-4.06A.,"Hazardous Environmental Conditions at Site" 20 21 The following are reports and drawings of existing hazardous environmental conditions known to the City: 22 "None" 23 24 SC-5.03A.,"Certificates of Insurance" 25 26 The entities listed below are "additional insureds as their interest may appear" including their respective 27 officers,directors,agents and employees. 28 29 (1) City 30 (2) Consultant: "None" 31 (3) Other: "None" . 32 33 SC-5.04A.,"Contractor's Insurance" 34 35 The limits of liability for the insurance required by Paragraph GC-5.04 shall provide the following 36 coverages for not less than the following amounts or greater where required by laws and regulations: 37 38 5.04A.Workers'Compensation,under Paragraph GC-5.04A. 39 40 Statutory limits 41 Employer's liability 42 $100,000 each accident/occurrence 43 $100,000 Disease-each employee 44 $500,000 Disease-policy limit 45 46 SC-5.04B.,"Contractor's Insurance" 47 CITY OF FORT WORTH 2014 CIP CONCRETE SIDEWALK CONTRACT 2 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 02587 Revised April 3,2012 007300-3 SUPPLEMENTARY CONDITIONS Page 3 of 5 1 5.04B. Commercial General Liability, under Paragraph GC-5.0413. 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 2014 CIP CONCRETE SIDEWALK CONTRACT 2 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 02587 Revised April 3,2012 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: SC-6.07,"2013 Prevailing Wage Rates(Heavy&Highway Construction Projects)" 38 39 _ 40 41 SC-6.09.,"Permits and Utilities" 42 43 SC-6.09A.,"Contractor obtained permits and licenses" 44 The following are known permits and/or licenses required by the Contract to be acquired by the Contractor: 45 Fort Worth City Street Use Permit 46 47 SC-6.09B."City obtained permits and licenses" 48 The following are known permits and/or licenses required by the Contract to be acquired by the City: 49 "None". 50 51 SC-6.09C."Outstanding permits and licenses" 52 53 The following is a list of known outstanding permits and/or licenses to be acquired, if any as of July 21, 54 2014: "None" CITY OF FORT WORTH 2014 CIP CONCRETE SIDEWALK CONTRACT 2 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 02587 Revised April 3,2012 007300-5 SUPPLEMENTARY CONDITIONS Page 5 of 5 {, 1 2 Outstanding Permits and/or Licenses to Be Acquired OWNER PERMIT OR LICENSE AND LOCATION TARGET DATE OF POSSESSION "None" 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: Vendor Scope of Work Coordination Authority "None" "None" "None" 8 9 10 SC-8.01,"Communications to Contractor" 11 12 Section 01 58 13: Temporary Project Signage 13 14 During construction,two project signs shall be provided for each street under construction 15 16 All removed material/debris must be hauled off to a suitable dumpsite within the same day 17 18 Contractor shall saw-cut curb&gutter prior to removal 19 20 Contractor shall backfill behind the curb,driveways,sidewalks,ADA ramps and etc. within five days 21 from the date of completion 22 23 SC-9.01.,"City's Project Representative" 24 25 The following firm is a consultant to the City responsible for construction management of this Project: 26 "None" 27 28 SC-13.03C.,"Tests and Inspections" 29 30 "None" 31 32 SC-16.01C.1,"Methods and Procedures." 33 "None" 34 35 36 37 END OF SECTION CITY OF FORT WORTH 2014 CIP CONCRETE SIDEWALK CONTRACT 2 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 02587 Revised April 3,2012 011100-1 SUMMARY OF WORK Page 1 of 3 1 SECTION 011100 2 SUMMARY OF WORK 3 PART1- GENERAL 4 1.1 SUMMARY 5 A. Section Includes: 6 1. Summary of Work to be performed in accordance with the Contract Documents 7 B. Deviations from this City of Fort Worth Standard Specification 8 L�MOBII IZATION AND DElVIOBII,IZATION SHALL BE SUBSIDIARY-TO -- 9 THIS PROJECT PAYITENTS NO SEPARATE PAY:NO PAYMENT`WILL BE 10 I>!TADE F6k MfOBILIZ TION AND DEMOBILIZATION .FROM ONE 11 I;OCATIONTO ANOTHER IN NORMAL;PROGRESS.OF-PERFORMING THE 12 WORK:REMOBILIZATION PAYITEm SHALL BE PAID FOR'SUSPENSION 13 OF WORK SI?ECIFICALLY`REQUIRED IN THE CONTRACT DOCUMENTS 14 OR AS REQUIRED BY THE CITY 15 C. Related Specification Sections include,but are not necessarily limited to: 16 1. Division 0-Bidding Requirements,Contract Forms,and Conditions of the Contract 17 2. Division 1 -General Requirements 18 1.2 PRICE AND PAYMENT PROCEDURES 19 A. Measurement and Payment 20 1. Work associated with this Item is considered subsidiary to the various items bid. 21 No separate payment will be allowed for this Item. 22 1.3 REFERENCES[NOT USED] 23 1.4 ADMINISTRATIVE REQUIREMENTS 24 A. Work Covered by Contract Documents 25 1. Work is to include furnishing all labor,materials,and equipment,and performing 26 all Work necessary for this construction project as detailed in the Drawings and 27 Specifications. 28 B. Subsidiary Work 29 1. Any and all Work specifically governed by documentary requirements for the 30 project,such as conditions imposed by the Drawings or Contract Documents in 31 which no specific item for bid has been provided for in the Proposal and the item is 32 not a typical unit bid item included on the standard bid item list,then the item shall 33 be considered as a subsidiary item of Work,the cost of which shall be included in 34 the price bid in the Proposal for various bid items. 35 2. MOBILIZATION AND DEMOBILIZATION SHALL NOT BE PAID DIRECTLY 36 BUT SHALL BE CONSIDERED SUBSIDIARY TO THE MAJOR ITEMS OF 37 WORK.NO PAYMENT WILL BE MADE FOR MOBILIZATION AND 38 DEMIBILIZATION FROM ONE LOCATION TO ANOTHER IN NORMAL 39 PROGRESS OF PERFORMING THE WORK. CITY OF FORT WORTH 2014 CIP CONCRETE SIDEWALK,CONTRACT 2 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 02587 Revised December 20,2012 011100-2 SUMMARY OF WORK Page 2 of 3 1 C. Use of Premises 2 1. Coordinate uses of premises under direction of the City. 3 2. Assume full responsibility for protection and safekeeping of materials and 4 equipment stored on the Site. 5 3. Use and occupy only portions of the public streets and alleys,or other public places 6 or other rights-of-way as provided for in the ordinances of the City,as shown in the 7 Contract Documents, or as may be specifically authorized in writing by the City. 8 a. A reasonable amount of tools,materials,and equipment for construction 9 purposes may be stored in such space,but no more than is necessary to avoid 10 delay in the construction operations. 11 b. Excavated and waste materials shall be stored in such a way as not to interfere 12 with the use of spaces that may be designated to be left free and unobstructed 13 and so as not to inconvenience occupants of adjacent property. 14 c. if the street is occupied by railroad tracks,the Work shall be carried on in such 15 manner as not to interfere with the operation of the railroad. 16 1) All Work shall be in accordance with railroad requirements set forth in 17 Division 0 as well as the railroad permit. 18 D. Work within Easements 19 1. Do not enter upon private property for any purpose without having previously 20 obtained permission from the owner of such property. 21 2. Do not store equipment or material on private property unless and until the 22 specified approval of the property owner has been secured in writing by the 23 Contractor and a copy furnished to the City. 24 3. Unless specifically provided otherwise,clear all rights-of-way or easements of 25 obstructions which must be removed to make possible proper prosecution of the 26 Work as a part of the project construction operations. 27 4. Preserve and use every precaution to prevent damage to, all trees,shrubbery,plants, 28 lawns,fences,culverts,curbing, and all other types of structures or improvements, 29 to all water,sewer,and gas lines,to all conduits,overhead pole lines, or 30 appurtenances thereof,including the construction of temporary fences and to all 31 other public or private property adjacent to the Work. 32 5. Notify the proper representatives of the owners or occupants of the public or private 33 lands of interest in lands which might be affected by the Work. 34 a. Such notice shall be made at least 48 hours in advance of the beginning of the 35 Work. 36 b. Notices shall be applicable to both public and private utility companies and any 37 corporation,company,individual,or other,either as owners or occupants, 38 whose land or interest in land might be affected by the Work. 39 c. Be responsible for all damage or injury to property of any character resulting 40 from any act,omission,neglect,or misconduct in the manner or method or 41 execution of the Work,or at any time due to defective work,material,or 42 equipment. 43 6. Fence 44 a. Restore all fences encountered and removed during construction of the Project 45 to the original or a better than original condition. CITY OF FORT WORTH 2014 CIP CONCRETE SIDEWALK,CONTRACT 2 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 02587 Revised December 20,2012 011100-3 SUMMARY OF WORK Page 3 of 3 1 b. Erect temporary fencing in place of the fencing removed whenever the Work is 2 not in progress and when the site is vacated overnight,and/or at all times to 3 provide site security. 4 c. The cost for all fence work within easements,including removal,temporary 5 closures and replacement, shall be subsidiary to the various items bid in the 6 project proposal,unless a bid item is specifically provided in the proposal. 7 1.5 SUBMITTALS [NOT USED] 8 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED] 9 1.7 CLOSEOUT SUBMITTALS[NOT USED] 10 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 11 1.9 QUALITY ASSURANCE[NOT USED] 12 1.10 DELIVERY,STORAGE,AND HANDLING[NOT USED] 13 1.11 FIELD [SITE] CONDITIONS [NOT USED] 14 1.12 WARRANTY[NOT USED] 15 PART 2- PRODUCTS [NOT USED] 16 PART 3- EXECUTION[NOT USED] 17 END OF SECTION 18 Revision Log DATE NAME SUMMARY OF CHANGE 19 CITY OF FORT WORTH 2014 CIP CONCRETE SIDEWALK,CONTRACT 2 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 02587 Revised December 20,2012 013119-1 PRECONSTRUCTION MEETING Page 1 of 3 1 SECTION 013119 2 PRECONSTRUCTION MEETING 3 PART1- GENERAL 4 1.1 SUMMARY 5 A. Section Includes: 6 1. Provisions for the preconstruction meeting to be held prior to the start of Work to 7 clarify construction contract administration procedures 8 B. Deviations from this City of Fort Worth Standard Specification 9 1. None. 10 C. Related Specification Sections include,but are not necessarily limited to: 11 1. Division 0—Bidding Requirements,Contract 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 2014 CIP CONCRETE SIDEWALK CONTRACT 2 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 02587 Revised July 1,2011 013119-2 PRECONSTRUCTION MEETING Page 2 of 3 1 e. Other City representatives 2 f. Others as appropriate 3 4. Construction Schedule 4 a. Prepare baseline construction schedule in accordance with Section 0132 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. Ntf"E procedures 43 hh. Final Acceptance 44 ii. Final Payment 45 J. Questions or Comments CITY OF FORT WORTH 2014 CIP CONCRETE SIDEWALK CONTRACT 2 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 02587 Revised July 1,2011 013119-3 PRECONSTRUCTION MEETING Page 3 of 3 1 1.5 SUBMITTALS[NOT USED] 2 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED] f 3 1.7 CLOSEOUT SUBMITTALS[NOT USED] 4 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 5 1.9 QUALITY ASSURANCE[NOT USED] 6 1.10 DELIVERY,STORAGE,AND HANDLING[NOT USED] 7 1.11 FIELD[SITE] CONDITIONS[NOT USED] 8 1.12 WARRANTY[NOT USED] 9 PART 2- PRODUCTS [NOT USED] 10 PART 3- EXECUTION[NOT USED] 11 END OF SECTION 12 Revision Log DATE NAME SUMMARY OF CHANGE 13 CITY OF FORT WORTH 2014 CIP CONCRETE SIDEWALK CONTRACT 2 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 02587 Revised July 1,2011 013120-1 PROJECT MEETINGS Page 1 of 3 1 SECTION 013120 2 PROJECT MEETINGS 3 PART1- GENERAL 4 1.1 SUMMARY 5 A. Section Includes: 6 1. Provisions for project meetings throughout the construction period to enable orderly 7 review of the progress of the Work and to provide for systematic discussion of 8 potential problems 9 B. Deviations this City of Fort Worth Standard Specification 10 1. 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 CITY OF FORT WORTH 2014 CIP CONCRETE SIDEWALK CONTRACT 2 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 02587 Revised July 1,2011 013120-2 PROJECT MEETINGS Page 2 of 3 1 a. Contractor 2 b. Project Representative 3 c. Other City representatives 4 4. Meeting Schedule 5 a. In general, the neighborhood meeting will occur within the 2 weeks following 6 the pre-construction conference. 7 b. In no case will construction be allowed to begin until this meeting is held. 8 C. Progress Meetings 9 1. Formal project coordination meetings will be held periodically. Meetings will be 10 scheduled and administered by Project Representative. 11 2. Additional progress meetings to discuss specific topics will be conducted on an as 12 needed basis. Such additional meetings shall include,but not be limited to: 13 a. Coordinating shutdowns 14 b. Installation of piping and equipment 15 c. Coordination between other construction projects 16 d. Resolution of construction issues 17 e. Equipment approval 18 3. The Project Representative will preside at progress meetings, prepare the notes of 19 the meeting and distribute copies of the same to all participants who so request by 20 fully completing the attendance form to be circulated at the beginning of each 4 21 meeting. 22 4. Attendance shall include: 23 a. Contractor's project manager 24 b. Contractor's superintendent 25 c. Any subcontractor or supplier representatives whom the Contractor may desire 26 to invite or the City may request 27 d. Engineer's representatives 28 e. City's representatives 29 f. Others, as requested by the Project Representative 30 5. Preliminary Agenda may include: 31 a. Review of Work progress since previous meeting 32 b. Field observations,problems,conflicts 33 c. Items which impede construction schedule 34 d. Review of off-site fabrication,delivery schedules 35 e. Review of construction interfacing and sequencing requirements with other 36 construction contracts 37 f. Corrective measures and procedures to regain projected schedule 38 g. Revisions to construction schedule 39 h. Progress, schedule,during succeeding Work period 40 i. Coordination of schedules 41 j. Review submittal schedules 42 k. Maintenance of quality standards 43 1. Pending changes and substitutions 44 m. Review proposed changes for: 45 1) Effect on construction schedule and on completion date 46 2) Effect on other contracts of the Project 47 n. Review Record Documents CITY OF FORT WORTH 2014 CIP CONCRETE SIDEWALK CONTRACT 2 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 02587 Revised July 1,2011 013120-3 PROJECT MEETINGS Page 3 of 3 1 o. Review monthly pay request 2 p. Review status of Requests for Information 3 6. Meeting Schedule 4 a. Progress meetings will be held periodically as determined by the Project 5 Representative. 6 1) Additional meetings may be held at the request of the: 7 a) City 8 b) Engineer 9 c) Contractor 10 7. Meeting Location 11 a. The City will establish a meeting location. 12 1) To the extent practicable,meetings will be held at the Site. 13 1.5 SUBMITTALS[NOT USED] 14 1.6 ACTION SUBMITTALSANFORMATIONAL SUBMITTALS[NOT USED] 15 1.7 CLOSEOUT SUBMITTALS [NOT USED] 16 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 17 1.9 QUALITY ASSURANCE[NOT USED] 18 1.10 DELIVERY,STORAGE,AND HANDLING[NOT USED] 19 1.11 FIELD[SITE] CONDITIONS [NOT USED] 20 1.12 WARRANTY[NOT USED] 21 PART 2- PRODUCTS[NOT USED] 22 PART 3- EXECUTION[NOT USED] 23 END OF SECTION 24 Revision Log DATE NAME SUMMARY OF CHANGE 25 CITY OF FORT WORTH 2014 CIP CONCRETE SIDEWALK CONTRACT 2 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 02587 Revised July 1,2011 013216-1 CONSTRUCTION PROGRESS SCHEDULE Page 1 of 5 1 SECTION 013216 2 CONSTRUCTION PROGRESS SCHEDULE 3 PART1 - GENERAL 4 1.1 SUMMARY . 5 A. Section Includes: 6 1. General requirements for the preparation, submittal, updating, status reporting and 7 management of the Construction Progress Schedule 8 2. Specific requirements are presented in the City of Fort Worth Schedule Guidance 9 Document 10 B. Deviations from this City of Fort Worth Standard Specification 11 1. None. 12 C. Related Specification Sections include,but are not necessarily limited to: 13 1. Division 0—Bidding Requirements,Contract Forms and Conditions of the Contract 14 2. Division 1—General Requirements 15 1.2 PRICE AND PAYMENT PROCEDURES 16 A. Measurement and Payment 17 1. Work associated with this Item is considered subsidiary to the various items bid. 18 No separate payment will be allowed for this Item. 19 1.3 REFERENCES 20 A. Definitions 21 1. Schedule Tiers 22 a. Tier 1 - No schedule submittal required by contract. Small, brief duration 23 projects 24 b. Tier 2 - No schedule submittal required by contract, but will require some 25 milestone dates.Small,brief duration projects 26 c. Tier 3 - Schedule submittal required by contract as described in the 27 Specification and herein. Majority of City projects,including all bond program 28 projects 29 d. Tier 4 - Schedule submittal required by contract as described in the 30 Specification and herein.Large and/or complex projects with long durations 31 1) Examples: large water pump station project and associated pipeline with 32 interconnection to another governmental entity 33 e. Tier 5 - Schedule submittal required by contract as described in the 34 Specification and herein. Large and/or very complex projects with long 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. CITY OF FORT WORTH 2014 CIP CONCRETE SIDEWALK CONTRACT 2 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 02587 Revised July 1,2011 013216-2 CONSTRUCTION PROGRESS SCHEDULE Page 2 of 5 1 3. Progress Schedule - Monthly submittal of a progress schedule documenting 2 progress on the project and any changes anticipated. 3 4. Schedule Narrative - Concise narrative of the schedule including schedule 4 changes,expected delays,key schedule issues,critical path items,etc 5 B. Reference Standards 6 1. City of Fort Worth Schedule Guidance Document 7 1.4 ADMINISTRATIVE REQUIREMENTS 8 A. Baseline Schedule 9 1. General 10 a. Prepare a cost-loaded baseline Schedule using approved software and the 11 Critical Path Method (CPM) as required in the City of Fort Worth Schedule 12 Guidance Document. 13 b. Review the draft cost-loaded baseline Schedule with the City to demonstrate 14 understanding of the work to be performed and known issues and constraints- 15 related to the schedule. 16 c. Designate an authorized representative (Project Scheduler) responsible for 17 developing and updating the schedule and preparing reports. 18 B. Progress Schedule 19 1. Update the progress Schedule monthly as required in the City of Fort Worth 20 Schedule Guidance Document. 21 2. Prepare the Schedule Narrative to accompany the monthly progress Schedule. 22 3. Change Orders 23 a. Incorporate approved change orders, resulting in a change of contract time, in 24 the baseline Schedule in accordance with City of Fort Worth Schedule 25 Guidance Document. 26 C. Responsibility for Schedule Compliance 27 1. Whenever it becomes apparent from the current progress Schedule and CPM Status 28 Report that delays to the critical path have resulted and the Contract completion 29 date will not be met, or when so directed by the City, make some or all of the 30 following actions at no additional cost to the City 31 a. Submit a Recovery Plan to the City for approval revised baseline Schedule 32 outlining: 33 1) A written statement of the steps intended to take to remove or arrest the 34 delay to the critical path in the approved schedule 35 2) Increase construction manpower in such quantities and crafts as will 36 substantially eliminate the backlog of work and return current Schedule to 37 meet projected baseline completion dates 38 3) Increase the number of working hours per shift, shifts per day, working 39 days per week, the amount of construction equipment, or any combination 40 of the foregoing,sufficiently to substantially eliminate the backlog of work 41 4) Reschedule activities to achieve maximum practical concurrency of 42 accomplishment of activities,and comply with the revised schedule CITY OF FORT WORTH 2014 CIP CONCRETE SIDEWALK CONTRACT 2 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 02587 Revised July 1,2011 013216-3 CONSTRUCTION PROGRESS SCHEDULE Page 3 of 5 1 2. If no written statement of the steps intended to take is submitted when so requested 2 by the City, the City may direct the Contractor to increase the level of effort in 3 manpower (trades), equipment and work schedule (overtime, weekend and holiday 4 work, etc.)to be employed by the Contractor in order to remove or arrest the delay 5 to the critical path in the approved schedule. 6 a. No additional cost for such work will be considered. 7 D. The Contract completion time will be adjusted only for causes specified in this 8 Contract. 9 a. Requests for an extension of any Contract completion date must be 10 supplemented with the following: 11 1) Furnish justification and supporting evidence as the City may deem 12 necessary to determine whether the requested extension of time is entitled 13 under the provisions of this Contract. 14 a) The City will, after receipt of such justification and supporting 15 evidence, make findings of fact and will advise the Contractor, in 16 writing thereof. 17 2) If the City finds that the requested extension of time is entitled, the City's 18 determination as to the total number of days allowed for the extensions 19 shall be based upon the approved total baseline schedule and on all data 20 relevant to the extension. 21 a) Such data shall be included in the next updating of the Progress 22 schedule. 23 b) Actual delays in activities which, according to the Baseline schedule, 24 do not affect any Contract completion date shown by the critical path in 25 the network will not be the basis for a change therein. 26 2. Submit each request for change in Contract completion date to the City within 30 27 days after the beginning of the delay for which a time extension is requested but 28 before the date of final payment under this Contract. 29 a. No time extension will be granted for requests which are not submitted within 30 the foregoing time limit. 31 b. From time to time,it may be necessary for the Contract schedule or completion 32 time to be adjusted by the City to reflect the effects of job conditions, weather, 33 technical difficulties, strikes, unavoidable delays on the part of the City or its 34 representatives, and other unforeseeable conditions which may indicate 35 schedule adjustments or completion time extensions. 36 1) Under such conditions,the City will direct the Contractor to reschedule the 37 work or Contract completion time to reflect the changed conditions and the 38 Contractor shall revise his schedule accordingly. 39 a) No additional compensation will be made to the Contractor for such 40 schedule changes except for unavoidable overall contract time 41 extensions beyond the actual completion of unaffected work, in which 42 case the Contractor shall take all possible action to minimize any time 43 extension and any additional cost to the City. 44 b) Available float time in the Baseline schedule may be used by the City 45 as well as by the Contractor. 46 3. Float or slack time is defined as the amount of time between the earliest start date 47 and the latest start date or between the earliest finish date and the latest finish date 48 of a chain of activities on the Baseline Schedule. CITY OF FORT WORTH 2014 CIP CONCRETE SIDEWALK CONTRACT 2 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 02587 Revised July 1,2011 013216-4 CONSTRUCTION PROGRESS SCHEDULE Page 4 of 5 1 a. Float or slack time is not for the exclusive use or benefit of either the 2 Contractor or the City. 3 b. Proceed with work according to early start dates, and the City shall have the 4 right to reserve and apportion float time according to the needs of the project. 5 c. Acknowledge and agree that actual delays, affecting paths of activities 6 containing float time, will not have any effect upon contract completion times, 7 providing that the actual delay does not exceed the float time associated with 8 those activities. 9 E. Coordinating Schedule with Other Contract Schedules 10 1. Where work is to be performed under this Contract concurrently with or contingent 11 upon work performed on the same facilities or area under other contracts, the 12 Baseline Schedule shall be coordinated with the schedules of the other contracts. 13 a. Obtain the schedules of the other appropriate contracts from the City for the 14 preparation and updating of Baseline schedule and make the required changes 15 in his schedule when indicated by changes in corresponding schedules. 16 2. In case of interference between the operations of different contractors,the City will 17 determine the work priority of each contractor and the sequence of work necessary 18 to expedite the completion of the entire Project. 19 a. In such cases,the decision of the City shall be accepted as final. 20 b. The temporary delay of any work due to such circumstances shall not be 21 considered as justification for claims for additional compensation. 22 1.5 SUBMITTALS 23 A. Baseline Schedule 24 1. Submit Schedule in native file format and pdf format as required in the City of Fort 25 Worth Schedule Guidance Document. 26 a. Native file format includes: 27 1) Primavera(P6 or Primavera Contractor) 28 2. Submit draft baseline Schedule to City prior to the pre-construction meeting and 29 bring in hard copy to the meeting for review and discussion. 30 B. Progress Schedule 31 1. Submit progress Schedule in native file format and pdf format as required in the 32 City of Fort Worth Schedule Guidance Document. 33 2. Submit progress Schedule monthly no later than the last day of the month. 34 C. Schedule Narrative 35 1. Submit the schedule narrative in pdf format as required in the City of Fort Worth 36 Schedule Guidance Document. 37 2. Submit schedule narrative monthly no later than the last day of the month. 38 D. Submittal Process 39 1. The City administers and manages schedules through Buzzsaw. 40 2. Contractor shall submit documents as required in the City of Fort Worth Schedule 41 Guidance Document. 42 3. Once the project has been completed and Final Acceptance has been issued by the 43 City,no further progress schedules are required. CITY OF FORT WORTH 2014 CIP CONCRETE SIDEWALK CONTRACT 2 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 02587 Revised July 1,2011 013216-5 CONSTRUCTION PROGRESS SCHEDULE Page 5 of 5 1 1.6 ACTION SUBMITTALSANFORMATIONAL 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 Revision Log DATE NAME SUMMARY OF CHANGE 18 CITY OF FORT WORTH 2014 CIP CONCRETE SIDEWALK CONTRACT 2 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 02587 Revised July 1,2011 013233-1 PRECONSTRUCTION VIDEO Page 1 of 2 1 SECTION 0132 33 2 PRECONSTRUCTION VIDEO 3 PART1 - GENERAL 4 1.1 SUMMARY 5 A. Section Includes: 6 1. Administrative and procedural requirements for: 7 a. Preconstruction Videos 8 B. Deviations from this City of Fort Worth Standard Specification 9 1. 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. 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] CITY OF FORT WORTH 2014 CIP CONCRETE SIDEWALK CONTRACT 2 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 02587 Revised July 1,2011 013233-2 PRECONSTRUCTION VIDEO Page 2 of 2 1 PART 2- PRODUCTS[NOT USED] 2 PART 3- EXECUTION[NOT USED] 3 END OF SECTION 4 Revision Log DATE NAME SUMMARY OF CHANGE 5 CITY OF FORT WORTH 2014 CIP CONCRETE SIDEWALK CONTRACT 2 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 02587 Revised July 1,2011 013300-1 SUBMITTALS Page 1 of 8 1 SECTION 0133 00 2 SUBMITTALS 3 PART1- GENERAL 4 1.1 SUMMARY 5 A. Section Includes: 6 1. General methods and requirements of submissions applicable to the following 7 Work-related submittals: 8 a. Shop Drawings 9 b. Product Data(including Standard Product List submittals) 10 c. Samples 11 d. Mock Ups 12 B. Deviations from this City of Fort Worth Standard Specification 13 1. None. 14 C. Related Specification Sections include,but are not necessarily limited to: 15 1. Division 0—Bidding Requirements,Contract Forms and Conditions of the Contract 16 2. Division 1—General Requirements 17 1.2 PRICE AND PAYMENT PROCEDURES 18 A. Measurement and Payment 19 1. Work associated with this Item is considered subsidiary to the various items bid. 20 No separate payment will be allowed for this Item. 21 1.3 REFERENCES[NOT USED] 22 1.4 ADMINISTRATIVE REQUIREMENTS 23 A. Coordination 24 1. Notify the City in writing,at the time of submittal,of any deviations in the 25 submittals from the requirements of the Contract Documents. 26 2. Coordination of Submittal Times 27 a. Prepare,prioritize and transmit each submittal sufficiently in advance of 28 performing the related Work or other applicable activities,or within the time 29 specified in the individual Work Sections,of the Specifications. 30 b. Contractor is responsible such that the installation will not be delayed by 31 processing times including,but not limited to: 32 a) Disapproval and resubmittal(if required) 33 b) Coordination with other submittals 34 c) Testing 35 d) Purchasing 36 e) Fabrication 37 f) Delivery . 38 g) Similar sequenced activities 39 c. No extension of time will be authorized because of the Contractor's failure to 40 transmit submittals sufficiently in advance of the Work. CITY OF FORT WORTH 2014 CIP CONCRETE SIDEWALK,CONTRACT 2 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 02587 Revised December 20,2012 013300-2 SUBMITTALS Page 2 of 8 1 d. Make submittals promptly in accordance with approved schedule, and in such 2 sequence as to cause no delay in the Work or in the work of any other 3 contractor. 4 B. Submittal Numbering 5 1. When submitting shop drawings or samples,utilize a 9-character submittal cross - 6 reference identification numbering system in the following manner: 7 a. Use the first 6 digits of the applicable Specification Section Number. 8 b. For the next 2 digits number use numbers 01-99 to sequentially number each 9 initial separate item or drawing submitted under each specific Section number. 10 c. Last use a letter,A-Z,indicating the resubmission of the same drawing(i.e. 11 A=2nd submission,B=3rd submission,C=4th submission,etc.). A typical 12 submittal number would be as follows: 13 14 03 30 00-08-B 15 16 1) 03 30 00 is the Specification Section for Concrete 17 2) 08 is the eighth initial submittal under this Specification Section 18 3) B is the third submission(second resubmission)of that particular shop 19 drawing 20 C. Contractor Certification 21 1. Review shop drawings,product data and samples,including those by 22 subcontractors,prior to submission to determine and verify the following: 23 a. Field measurements 24 b. Field construction criteria 25 c. Catalog numbers and similar data 26 d. Conformance with the Contract Documents 27 2. Provide each shop drawing,sample and product data submitted by the Contractor 28 with a Certification Statement affixed including: 29 a. The Contractor's Company name 30 b. Signature of submittal reviewer 31 c. Certification Statement 32 1) `By this submittal,I hereby represent that I have determined and verified 33 field measurements,field construction criteria,materials,dimensions, 34 catalog numbers and similar data and I have checked and coordinated each 35 item with other applicable approved shop drawings." 36 D. Submittal Format 37 1. Fold shop drawings larger than 8 I/2 inches x 11 inches to 8'/2 inches x l linches. 38 2. Bind shop drawings and product data sheets together. 39 3. Order 40 a. Cover Sheet 41 1) Description of Packet 42 2) Contractor Certification 43 b. List of items/Table of Contents 44 c. Product Data/Shop Drawings/Samples/Calculations 45 E. Submittal Content 46 1. The date of submission and the dates of any previous submissions C]TY OF FORT WORTH 2014 CIP CONCRETE SIDEWALK,CONTRACT 2 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 02587 Revised December 20,2012 013300-3 SUBMITTALS Page 3 of 8 1 2. The Project title and number 2 3. Contractor identification 3 4. The names of. 4 a. Contractor 5 b. Supplier 6 c. Manufacturer 7 5. Identification of the product,with the Specification Section number,page and 8 paragraph(s) 9 6. Field dimensions,clearly identified as such 10 7. Relation to adjacent or critical features of the Work or materials 11 8. Applicable standards,such as ASTM or Federal Specification numbers 12 9. Identification by highlighting of deviations from Contract Documents 13 10. Identification by highlighting of revisions on resubmittals 14 11. An 8-inch x 3-inch blank space for Contractor and City stamps 15 F. Shop Drawings 16 1. As specified in individual Work Sections includes,but is not necessarily limited to: 17 a. Custom-prepared data such as fabrication and erection/installation(working) 18 drawings 19 b. Scheduled information 20 c. Setting diagrams 21 d. Actual shopwork manufacturing instructions 22 e. Custom templates 23 f. Special wiring diagrams 24 g. Coordination drawings 25 h. Individual system or equipment inspection and test reports including: 26 1) Performance curves and certifications 27 i. As applicable to the Work 28 2. Details 29 a. Relation of the various parts to the main members and lines of the structure 30 b. Where correct fabrication of the Work depends upon field measurements 31 1) Provide such measurements and note on the drawings prior to submitting 32 for approval. 33 G. Product Data 34 1. For submittals of product data for products included on the City's Standard Product 35 List,clearly identify each item selected for use on the Project. 36 2. For submittals of product data for products not included on the City's Standard 37 Product List,submittal data may include,but is not necessarily limited to: 38 a. Standard prepared data for manufactured products(sometimes referred to as 39 catalog data) 40 1) Such as the manufacturer's product specification and installation 41 instructions 42 2) Availability of colors and patterns 43 3) Manufacturer's printed statements of compliances and applicability 44 4) Roughing-in diagrams and templates 45 5) Catalog cuts 46 6) Product photographs CITY OF FORT WORTH 2014 CIP CONCRETE SIDEWALK,CONTRACT 2 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 02587 Revised December 20,2012 013300-4 SUBMITTALS Page 4 of 8 1 7) Standard wiring diagrams 2 8) Printed performance curves and operational-range diagrams 3 9) Production or quality control inspection and test reports and certifications 4 10)Mill reports 5 11)Product operating and maintenance instructions and recommended 6 spare-parts listing and printed product warranties 7 12)As applicable to the Work 8 H. Samples 9 1. As specified in individual Sections,include,but are not necessarily limited to: 10 a. Physical examples of the Work such as: 11 1) Sections of manufactured or fabricated Work 12 2) Small cuts or containers of materials 13 3) Complete units of repetitively used products color/texture/pattern swatches 14 and range sets 15 4) Specimens for coordination of visual effect 16 5) Graphic symbols and units of Work to be used by the City for independent 17 inspection and testing,as applicable to the Work 18 I. Do not start Work requiring a shop drawing,sample or product data nor any material to 19 be fabricated or installed prior to the approval or qualified approval of such item. 20 1. Fabrication performed,materials purchased or on-site construction accomplished 21 which does not conform to approved shop drawings and data is at the Contractor's 22 risk. 23 2. The City will not be liable for any expense or delay due to corrections or remedies 24 required to accomplish conformity. 25 3. Complete project Work,materials,fabrication,and installations in conformance 26 with approved shop drawings,applicable samples, and product data. 27 J. Submittal Distribution 28 1. Electronic Distribution 29 a. Confirm development of Project directory for electronic submittals to be 30 uploaded to City's Buzzsaw site, or another external FTP site approved by the 31 City. 32 b. Shop Drawings 33 1) Upload submittal to designated project directory and notify appropriate 34 City representatives via email of submittal posting. 35 2) Hard Copies 36 a) 3 copies for all submittals 37 b) If Contractor requires more than 1 hard copy of Shop Drawings 38 returned,Contractor shall submit more than the number of copies listed 39 above. 40 c. Product Data 41 1) Upload submittal to designated project directory and notify appropriate 42 City representatives via email of submittal posting. 43 2) Hard Copies 44 a) 3 copies for all submittals 45 d. Samples 46 1) Distributed to the Project Representative 47 2. Hard Copy Distribution(if required in lieu of electronic distribution) CITY OF FORT WORTH 2014 CIP CONCRETE SIDEWALK,CONTRACT 2 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 02587 Revised December 20,2012 013300-5 SUBMITTALS Page 5 of 8 1 a. Shop Drawings 2 1) Distributed to the City 3 2) Copies 4 a) 8 copies for mechanical submittals 5 b) 7 copies for all other submittals 6 c) If Contractor requires more than 3 copies of Shop Drawings returned, 7 Contractor shall submit more than the number of copies listed above. 8 b. Product Data 9 1) Distributed to the City 10 2) Copies 11 a) 4 copies 12 c. Samples 13 1) Distributed to the Project Representative 14 2) Copies 15 a) Submit the number stated in the respective Specification Sections. 16 3. Distribute reproductions of approved shop drawings and copies of approved 17 product data and samples,where required,to the job site file and elsewhere as 18 directed by the City. 19 a. Provide number of copies as directed by the City but not exceeding the number 20 previously specified. 21 K. Submittal Review 22 1. The review of shop drawings,data and samples will be for general conformance 23 with the design concept and Contract Documents. This is not to be construed as: 24 a. Permitting any departure from the Contract requirements 25 b. Relieving the Contractor of responsibility for any errors,including details, 26 dimensions,and materials 27 c. Approving departures from details furnished by the City,except as otherwise 28 provided herein 29 2. The review and approval of shop drawings,samples or product data by the City 30 does not relieve the Contractor from his/her responsibility with regard to the 31 fulfillment of the terms of the Contract. 32 a. All risks of error and omission are assumed by the Contractor,and the City will 33 have no responsibility therefore. 34 3. The Contractor remains responsible for details and accuracy,for coordinating the 35 Work with all other associated work and trades,for selecting fabrication processes, 36 for techniques of assembly and for performing Work in a safe manner. 37 4. If the shop drawings,data or samples as submitted describe variations and show a 38 departure from the Contract requirements which City finds to be in the interest of 39 the City and to be so minor as not to involve a change in Contract Price or time for 40 performance,the City may return the reviewed drawings without noting an 41 exception. 42 5. Submittals will be returned to the Contractor under 1 of the following codes: 43 a. Code 1 44 1) "NO EXCEPTIONS TAKEN"is assigned when there are no notations or 45 comments on the submittal. 46 a) When returned under this code the Contractor may release the 47 equipment and/or material for manufacture. 48 b. Code 2 CITY OF FORT WORTH 2014 CEP CONCRETE SIDEWALK,CONTRACT 2 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 02587 Revised December 20,2012 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 16 the date of the City's transmittal requiring the resubmittal. 17 d. Code 4 18 1) "NOT APPROVED"is assigned when the submittal does not meet the 19 intent of the Contract Documents. 20 a) The Contractor must resubmit the entire package revised to bring the 21 submittal into conformance. 22 b) It may be necessary to resubmit using a different manufacturer/vendor 23 to meet the Contract Documents. 24 6. Resubmittals 25 a. Handled in the same manner as first submittals 26 1) Corrections other than requested by the City 27 2) Marked with revision triangle or other similar method 28 a) At Contractor's risk if not marked 29 b. Submittals for each item will be reviewed no more than twice at the City's 30 expense. 31 1) All subsequent reviews will be performed at times convenient to the City 32 and at the Contractor's expense,based on the City's or City 33 Representative's then prevailing rates. 34 2) Provide Contractor reimbursement to the City within 30 Calendar Days for 35 all such fees invoiced by the City. 36 c. The need for more than 1 resubmission or any other delay in obtaining City's 37 review of submittals,will not entitle the Contractor to an extension of Contract 38 Time. 39 7. Partial Submittals 40 a. City reserves the right to not review submittals deemed partial,at the City's 41 discretion. 42 b. Submittals deemed by the City to be not complete will be returned to the 43 Contractor,and will be considered"Not Approved"until resubmitted. 44 c. The City may at its option provide a list or mark the submittal directing the 45 Contractor to the areas that are incomplete. 46 8. If the Contractor considers any correction indicated on the shop drawings to 47 constitute a change to the Contract Documents,then written notice must be 48 provided thereof to the City at least 7 Calendar Days prior to release for 49 manufacture. CITY OF FORT WORTH 2014 CIP CONCRETE SIDEWALK,CONTRACT 2 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 02587 Revised December 20,2012 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. 30 1.5 SUBMITTALS[NOT USED] 31 1.6 ACTION SUBMITTALSANFORMATIONAL SUBMITTALS[NOT USED] 32 1.7 CLOSEOUT SUBMITTALS [NOT USED] 33 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 34 1.9 QUALITY ASSURANCE[NOT USED] 35 1.10 DELIVERY,STORAGE,AND HANDLING[NOT USED] 36 1.11 FIELD [SITE] CONDITIONS [NOT USED] 37 1.12 WARRANTY[NOT USED] CITY OF FORT WORTH 2014 CIP CONCRETE SIDEWALK,CONTRACT 2 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 02587 Revised December 20,2012 013300-8 SUBMITTALS Page 8 of 8 1 PART 2- PRODUCTS [NOT USED] 2 PART 3- EXECUTION[NOT USED] 3 END OF SECTION 4 Revision Log DATE NAME SUMMARY OF CHANGE 12/20/2012 D.Johnson 1.4.K.8.Working Days modified to Calendar Days 5 CITY OF FORT WORTH 2014 CIP CONCRETE SIDEWALK,CONTRACT 2 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 02587 Revised December 20,2012 013513-1 SPECIAL PROJECT PROCEDURES Page 1 of 8 1 SECTION 013513 2 SPECIAL PROJECT PROCEDURES 3 PART1 - GENERAL 4 1.1 SUMMARY 5 A. Section Includes: 6 1. The procedures for special project circumstances that includes,but is not limited to: 7 a. Coordination with the Texas Department of Transportation 8 b. Work near High Voltage Lines 9 c. Confined Space Entry Program 10 d. 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 B. Deviations from this City of Fort Worth Standard Specification 19 1. None. 20 C. Related Specification Sections include,but are not necessarily limited to: 21 1. Division 0—Bidding Requirements,Contract Forms and Conditions of the Contract 22 2. Division 1—General Requirements 23 3. Section 33 12 25—Connection to Existing Water Mains 24 1.2 PRICE AND PAYMENT PROCEDURES 25 A. Measurement and Payment 26 1. Coordination within Railroad permit areas 27 a. Measurement 28 1) Measurement for this Item will be by lump sum. 29 b. Payment 30 1) The work performed and materials furnished in accordance with this Item 31 will be paid for at the lump sum price bid for Railroad Coordination. 32 c. The price bid shall include: 33 1) Mobilization 34 2) Inspection 35 3) Safety training 36 4) Additional Insurance 37 5) Insurance Certificates 38 6) Other requirements associated with general coordination with Railroad, 39 including additional employees required to protect the right-of-way and 40 property of the Railroad from damage arising out of and/or from the 41 construction of the Project. 42 2. Railroad Flagmen CITY OF FORT WORTH 2014 CIP CONCRETE SIDEWALK,CONTRACT 2 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 02587 Revised December 20,2012 013513-2 SPECIAL PROJECT PROCEDURES Page 2 of 8 1 a. Measurement 2 1) Measurement for this Item will be per working day. 3 b. Payment 4 1) The work performed and materials fumished in accordance with this Item 5 will be paid for each working day that Railroad Flagmen are present at the. 6 Site. 7 c. The price bid shall include: 8 1) Coordination for scheduling flagmen 9 2) Flagmen 10 3) Other requirements associated with Railroad 11 3. All other items 12 a. Work associated with these Items is considered subsidiary to the various Items 13 bid. No separate payment will be allowed for this Item. 14 1.3 REFERENCES 15 A. Reference Standards 16 1. Reference standards cited in this Specification refer to the current reference 17 standard published at the time of the latest revision date logged at the end of this 18 Specification,unless a date is specifically cited. 19 2. Health and Safety Code,Title 9.Safety,Subtitle A.Public Safety,Chapter 752. 20 High Voltage Overhead Lines. 21 3. North Central Texas Council of Governments(NCTCOG)—Clean Construction 22 Specification 23 1.4 ADMINISTRATIVE REQUIREMENTS 24 A. Coordination with the Texas Department of Transportation 25 1. When work in the right-of-way which is under the jurisdiction of the Texas 26 Department of Transportation(TxDOT): 27 a. Notify the Texas Department of Transportation prior to commencing any work 28 therein in accordance with the provisions of the permit 29 b. All work performed in the TxDOT right-of-way shall be performed in 30 compliance with and subject to approval from the Texas Department of 31 Transportation 32 B. Work near High Voltage Lines 33 1. Regulatory Requirements 34 a. All Work near High Voltage Lines(more than 600 volts measured between 35 conductors or between a conductor and the ground) shall be in accordance with 36 Health and Safety Code,Title 9,Subtitle A,Chapter 752. 37 2. Warning sign 38 a. Provide sign of sufficient size meeting all OSHA requirements. 39 3. Equipment operating within 10 feet of high voltage lines will require the following 40 safety features 41 a. Insulating cage-type of guard about the boom or arm _ 42 b. Insulator links on the lift hook connections for back hoes or dippers 43 c. Equipment must meet the safety requirements as set forth by OSHA and the 44 safety requirements of the owner of the high voltage lines 45 4. Work within 6 feet of high voltage electric lines _ CITY OF FORT WORTH 2014 CIP CONCRETE SIDEWALK,CONTRACT 2 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 02587 Revised December 20,2012 013513-3 SPECIAL PROJECT PROCEDURES Page 3 of 8 1 a. Notification shall be given to: 2 1) The power company(example: ONCOR) 3 a) Maintain an accurate log of all such calls to power company and record 4 action taken in each case. 5 b. Coordination with power company 6 1) After notification coordinate with the power company to: 7 a) Erect temporary mechanical barriers,de-energize the lines,or raise or 8 lower the lines 9 c. No personnel may work within 6 feet of a high voltage line before the above 10 requirements have been met. 11 C. Confined Space Entry Program 12 1. Provide and follow approved Confined Space Entry Program in accordance with 13 OSHA requirements. 14 2. Confined Spaces include: 15 a. Manholes 16 b. All other confined spaces in accordance with OSHA's Permit Required for 17 Confined Spaces 18 D. Air Pollution Watch Days 19 1. General 20 a. Observe the following guidelines relating to working on City construction sites 21 on days designated as"AIR POLLUTION WATCH DAYS". 22 b. Typical Ozone Season 23 1) May 1 through October 31. 24 c. Critical Emission Time 25 1) 6:00 a.m.to 10:00 a.m. 26 2. Watch Days 27 a. The Texas Commission on Environmental Quality(TCEQ),in coordination 28 with the National Weather Service,will issue the Air Pollution Watch by 3:00 29 p.m. on the afternoon prior to the WATCH day. 30 b. Requirements 31 1) Begin work after 10:00 a.m. whenever construction phasing requires the 32 use of motorized equipment for periods in excess of 1 hour. 33 2) However,the Contractor may begin work prior to 10:00 a.m.if: 34 a) Use of motorized equipment is less than 1 hour,or 35 b) If equipment is new and certified by EPA as "Low Emitting",or 36 equipment burns Ultra Low Sulfur Diesel(ULSD),diesel emulsions,or 37 alternative fuels such as CNG. 38 E. TCEQ Air Permit 39 1. Obtain TCEQ Air Permit for construction activities per requirements of TCEQ. 40 F. Use of Explosives,Drop Weight,Etc. 41 1. When Contract Documents permit on the project the following will apply: 42 a. Public Notification 43 1) Submit notice to City and proof of adequate insurance coverage,24 hours 44 prior to commencing. 45 2) Minimum 24 hour public notification in accordance with Section 0131 13 46 G. Water Department Coordination CITY OF FORT WORTH 2014 CIP CONCRETE SIDEWALK,CONTRACT 2 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 02587 Revised December 20,2012 013513-4 SPECIAL PROJECT PROCEDURES Page 4 of 8 1 1. During the construction of this project,it will be necessary to deactivate,for a 2 period of time,existing lines. The Contractor shall be required to coordinate with 3 the Water Department to determine the best times for deactivating and activating 4 those lines. 5 2. Coordinate any event that will require connecting to or the operation of an existing 6 City water line system with the City's representative. 7 a. Coordination shall be in accordance with Section 33 12 25. 8 b. If needed,obtain a hydrant water meter from the Water Department for use 9 during the life of named project. 10 c. In the event that a water valve on an existing live system be turned off and on 11 to accommodate the construction of the project is required,coordinate this 12 activity through the appropriate City representative. 13 1) Do not operate water line valves of existing water system. 14 a) Failure to comply will render the Contractor in violation of Texas Penal 15 Code Title 7,Chapter 28.03(Criminal Mischief)and the Contractor 16 will be prosecuted to the full extent of the law. 17 b) In addition,the Contractor will assume all liabilities and 18 responsibilities as a result of these actions. 19 H. Public Notification Prior to Beginning Construction 20 1. Prior to beginning construction on any block in the project, on a block by block 21 basis,prepare and deliver a notice or flyer of the pending construction to the front 22 door of each residence or business that will be impacted by construction.The notice 23 shall be prepared as follows: 24 a. Post notice or flyer 7 days prior to beginning any construction activity on each 25 block in the project area. 26 1) Prepare flyer on the Contractor's letterhead and include the following 27 information: 28 a) Name of Project 29 b) City Project No(CPN) 30 c) Scope of Project(i.e.type of construction activity) 31 d) Actual construction duration within the block 32 e) Name of the contractor's foreman and phone number 33 f) Name of the City's inspector and phone number 34 g) City's after-hours phone number 35 2) A sample of the `pre-construction notification' flyer is attached as Exhibit 36 A. 37 3) Submit schedule showing the construction start and finish time for each 38 block of the project to the inspector. 39 4) Deliver flyer to the City Inspector for review prior to distribution. 40 b. No construction will be allowed to begin on any block until the flyer is 41 delivered to all residents of the block. 42 I. Public Notification of Temporary Water Service Interruption during Construction 43 1. In the event it becomes necessary to temporarily shut down water service to 44 residents or businesses during construction,prepare and deliver a notice or flyer of 45 the pending interruption to the front door of each affected resident. 46 2. Prepared notice as follows: 47 a. The notification or flyer shall be posted 24 hours prior to the temporary 48 interruption. CITY OF FORT WORTH 2014 CEP CONCRETE SIDEWALK,CONTRACT 2 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 02587 Revised December 20,2012 013513-5 SPECIAL PROJECT PROCEDURES Page 5 of 8 1 b. Prepare flyer on the contractor's letterhead and include the following 2 information: 3 1) Name of the project 4 2) City Project Number 5 3) Date of the interruption of service 6 4) Period the interruption will take place 7 5) Name of the contractor's foreman and phone number 8 6) Name of the City's inspector and phone number 9 c. A sample of the temporary water service interruption notification is attached as 10 Exhibit B. 11 d. Deliver a copy of the temporary interruption notification to the City inspector 12 for review prior to being distributed. 13 e. No interruption of water service can occur until the flyer has been delivered to 14 all affected residents and businesses. 15 f. Electronic versions of the sample flyers can be obtained from the Project 16 Construction Inspector. 17 J. Coordination with United States Army Corps of Engineers(USACE) 18 1. At locations in the Project where construction activities occur in areas where 19 USACE permits are required,meet all requirements set forth in each designated 20 permit. 21 K. Coordination within Railroad Permit Areas 22 1. At locations in the project where construction activities occur in areas where 23 railroad permits are required,meet all requirements set forth in each designated 24 railroad permit. This includes,but is not limited to,provisions for: 25 a. Flagmen 26 b. Inspectors 27 c. Safety training 28 d. Additional insurance 29 e. Insurance certificates 30 f. Other employees required to protect the right-of-way and property of the 31 Railroad Company from damage arising out of and/or from the construction of 32 the project. Proper utility clearance procedures shall be used in accordance 33 with the permit guidelines. 34 2. Obtain any supplemental information needed to comply with the railroad's 35 requirements. 36 3. Railroad Flagmen 37 a. Submit receipts to City for verification of working days that railroad flagmen 38 were present on Site. 39 L. Dust Control 40 1. Use acceptable measures to control dust at the Site. 41 a. If water is used to control dust, capture and properly dispose of waste water. 42 b. If wet saw cutting is performed,capture and properly dispose of slurry. 43 M. Employee Parking 44 1. Provide parking for employees at locations approved by the City. CITY OF FORT WORTH 2014 CIP CONCRETE SIDEWALK,CONTRACT 2 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 02587 Revised December 20,2012 013513-6 SPECIAL PROJECT PROCEDURES Page 6 of 8 1 1.5 SUBMITTALS[NOT USED] 2 1.6 ACTION SUBMITTALSAMORMATIONAL 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 f; 12 Revision Log DATE NAME SUMMARY OF CHANGE 1.4.B—Added requirement of compliance with Health and Safety Code,Title 9. 8/31/2012 D.Johnson Safety,Subtitle A.Public Safety,Chapter 752.High Voltage Overhead Lines. 1.4.E—Added Contractor responsibility for obtaining a TCEQ Air Permit 13 CITY OF FORT WORTH 2014 CEP CONCRETE SIDEWALK,CONTRACT 2 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 02587 Revised December 20,2012 013513-7 SPECIAL PROJECT PROCEDURES Page 7 of 8 i EXIIIBIT A 2 (To be printed on Contractor's Letterhead) 3 4 5 6 Date: 7 8 CPN No.: 9 Project Name: 10 Mapsco Location: 11 Limits of Construction: 12 13 14 15 16 17 THIS IS TO INFORM YOU THAT UNDER A CONTRACT WITH THE CITY OF FORT 18 WORTH, OUR COMPANY WILL WORK ON UTILITY LINES ON OR AROUND YOUR 19 PROPERTY. 20 21 CONSTRUCTION WILL BEGIN APPROXIMATELY SEVEN DAYS FROM THE DATE 22 OF THIS NOTICE. 23 24 IF YOU HAVE QUESTIONS ABOUT ACCESS, SECURITY, SAFETY OR ANY OTHER 25 ISSUE, PLEASE CALL: 26 27 28 Mr. <CONTRACTOR'S SUPERINTENDENT> AT <TELEPHONE NO.> 29 30 OR 31 32 Mr. <CITY INSPECTOR> AT<TELEPHONE NO.> 33 34 AFTER 4:30 PM OR ON WEEKENDS, PLEASE CALL (817)392 8306 35 36 PLEASE KEEP THIS FLYER HANDY WHEN YOU CALL 37 CITY OF FORT WORTH 2014 CIP CONCRETE SIDEWALK,CONTRACT 2 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 02587 Revised December 20,2012 013513-8 SPECIAL PROJECT PROCEDURES Page 8 of 8 1 EXHIBIT B 2 FORT WORT DOE HO.XXXX Project name: NOTICE OF TEMPORARY WATER SERVICE INTERRUPTION DUE TO UTILITY IMPROVEMENTS IN YOUR NEIGHBORHOOD, YOUR WATER SERVICE WILL BE INTERRUPTED ON BETWEEN THE HOURS OF AND IF YOU HAVE QUESTIONS ABOUT THIS SHUT-OUT,PLEASE CALL: MR. AT (CONTRACTORS SUPERINTENDENT) (TELEPHONE NUMBER) OR MR. AT (CITY INSPECTOR) (TELEPHONE NUMBER) THIS INCONVENIENCE WILL BE AS SHORT AS POSSIBLE. THANK YOU, ,CONTRACTOR 3 - --- -- - 4 CITY OF FORT WORTH 2014 CIP CONCRETE SIDEWALK,CONTRACT 2 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 02587 Revised December 20,2012 } 014523-1 TESTING AND INSPECTION SERVICES Page 1 of 2 1 SECTION 0145 23 2 TESTING AND INSPECTION SERVICES 3 PART 1- GENERAL 4 1.1 SUMMARY 5 A. Section Includes: 6 1. Testing and inspection services procedures and coordination 7 B. Deviations from this City of Fort Worth Standard Specification 8 1. None. 9 C. Related Specification Sections include,but are not necessarily 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 2014 CIP SIDEWALK CONTRACT21 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 02587 Revised July 1,2011 i 014523-2 TESTING AND INSPECTION SERVICES Page 2 of 2 1 2) Upload test reports to designated project directory and notify appropriate 2 City representatives via email of submittal posting. 3 3) Hard Copies 4 a) 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 SUBMITTALSANFORMATIONAL SUBMITTALS [NOT USED] 20 1.7 CLOSEOUT SUBMITTALS [NOT USED] 21 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 22 1.9 _QUALITY ASSURANCE[NOT USED] 23 1.10 DELIVERY,STORAGE,AND HANDLING[NOT USED] 24 1.11 FIELD[SITE] CONDITIONS [NOT USED] 25 1.12 WARRANTY[NOT USED] 26 PART 2- PRODUCTS [NOT USED] 27 PART 3- EXECUTION[NOT USED] 28 END OF SECTION 29 Revision Log DATE NAME SUMMARY OF CHANGE 30 CITY OF FORT WORTH 2014 CIP SIDEWALK CONTRACT21 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 02587 Revised July 1,2011 015000-1 TEMPORARY FACILITIES AND CONTROLS Page 1 of 4 1 SECTION 0150 00 2 TEMPORARY FACILITIES AND CONTROLS 3 PART1- GENERAL 4 1.1 SUMMARY 5 A. Section Includes: 6 1. Provide temporary facilities and controls needed for the Work including,but not 7 necessarily limited to: 8 a. Temporary utilities 9 b. Sanitary facilities 10 c. Storage Sheds and Buildings 11 d. Dust control 12 e. Temporary fencing of the construction site 13 B. Deviations from this City of Fort Worth Standard Specification 14 1. None. 15 C. Related Specification Sections include,but are not necessarily limited to: 16 1. Division 0—Bidding Requirements, Contract Forms and Conditions of the Contract 17 2. Division 1—General Requirements 18 1.2 PRICE AND PAYMENT PROCEDURES 19 A. Measurement and Payment 20 1. Work associated with this Item is considered subsidiary to the various Items bid. 21 No separate payment will be allowed for this Item. 22 1.3 REFERENCES[NOT USED] 23 1.4 ADMINISTRATIVE REQUIREMENTS 24 A. Temporary Utilities 25 1. Obtaining Temporary Service 26 a. Make arrangements with utility service companies for temporary services. 27 b. Abide by rules and regulations of utility service companies or authorities 28 having jurisdiction. 29 c. Be responsible for utility service costs until Work is approved for Final 30 Acceptance. 31 1) Included are fuel,power,light,heat and other utility services necessary for 32 execution,completion,testing and initial operation of Work. 33 2. Water 34 a. Contractor to provide water required for and in connection with Work to be 35 performed and for specified tests of piping,equipment,devices or other use as 36 required for the completion of the Work. 37 b. Provide and maintain adequate supply of potable water for domestic 38 consumption by Contractor personnel and City's Project Representatives. 39 c. Coordination 40 1) Contact City 1 week before water for construction is desired CITY OF FORT WORTH 2014 CIP CONCRETE SIDEWALK,CONTRACT 2 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 02587 Revised July 1,2011 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 2014 CIP CONCRETE SIDEWALK,CONTRACT 2 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 02587 Revised July 1,2011 015000-3 TEMPORARY FACILITIES AND CONTROLS Page 3 of 4 1 1. Contractor is responsible for maintaining dust control through the duration of the 2 project. 3 a. Contractor remains on-call at all times 4 b. Must respond in a timely manner 5 F. Temporary Protection of Construction 6 1. Contractor or subcontractors are responsible for protecting Work from damage due 7 to weather. 8 1.5 SUBMITTALS[NOT USED] 9 1.6 ACTION SUBMITTALSANFORMATIONAL SUBMITTALS [NOT USED] 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 2014 CIP CONCRETE SIDEWALK,CONTRACT 2 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 02587 Revised July 1,2011 015000-4 TEMPORARY FACILITIES AND CONTROLS Page 4 of 4 1 1. Remove-all temporary facilities and restore area after completion of the Work,to a 2 condition equal to or better than prior to start of Work. 3 3.12 PROTECTION[NOT USED] 4 3.13 MAINTENANCE[NOT USED] 5 3.14 ATTACHMENTS[NOT USED] 6 END OF SECTION 7 Revision Log DATE NAME SUMMARY OF CHANGE 8 CITY OF FORT WORTH 2014 CIP CONCRETE SIDEWALK,CONTRACT 2 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 02587 Revised July 1,2011 015526-1 STREET USE PERMrr AND MODIFICATIONS TO TRAFFIC CONTROL Page 1 of 3 1 SECTION 0155 26 2 STREET USE PERMIT AND MODIFICATIONS TO TRAFFIC CONTROL 3 PART1- GENERAL 4 1.1 SUMMARY 5 A. Section Includes: 6 1. Administrative procedures for: 7 a. Street Use Permit 8 b. Modification of approved traffic control 9 c. Removal of Street Signs 10 B. Deviations from this City of Fort Worth Standard Specification 11 1. 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 7113—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 2014 CIP CONCRETE SIDEWALK,CONTRACT 2 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 02587 Revised July 1,2011 015526-2 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 SUBMITTALSANFORMATIONAL SUBMITTALS [NOT USED] 28 1.7 CLOSEOUT SUBMITTALS [NOT USED] 29 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 30 1.9 QUALITY ASSURANCE[NOT USED] 31 1.10 DELIVERY,STORAGE,AND HANDLING[NOT USED] 32 1.11 FIELD[SITE] CONDITIONS [NOT USED] 33 1.12 WARRANTY[NOT USED] 34 PART 2- PRODUCTS [NOT USED] 35 PART 3- EXECUTION[NOT USED] 36 END OF SECTION CITY OF FORT WORTH 2014 CIP CONCRETE SIDEWALK,CONTRACT 2 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 02587 Revised July 1,2011 015526-3 STREET USE PERMIT AND MODIFICATIONS TO TRAFFIC CONTROL Page 3 of 3 1 Revision Log DATE NAME SUMMARY OF CHANGE 2 CITY OF FORT WORTH 2014 CIP CONCRETE SIDEWALK,CONTRACT 2 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 02587 Revised July 1,2011 015713-1 STORM WATER POLLUTION PREVENTION Page 1 of 3 1 SECTION 015713 2 STORM WATER POLLUTION PREVENTION 3 PART 1 - GENERAL 4 1.1 SUMMARY 5 A. Section Includes: 6 1. Procedures for Storm Water Pollution Prevention Plans 7 B. Deviations from this City of Fort Worth Standard Specification 8 1. None. 9 C. Related Specification Sections include,but are not necessarily limited to: 10 1. Division 0— Bidding Requirements,Contract Forms and Conditions of the 11 Contract 12 2. Division 1—General Requirements 13 3. Section 3125 00—Erosion and Sediment Control 14 1.2 PRICE AND PAYMENT PROCEDURES 15 A. Measurement and Payment 16 1. Construction Activities resulting in less than 1 acre of disturbance 17 a. Work associated with this Item is considered subsidiary to the various Items 18 bid. No separate payment will be allowed for this Item. 19 2. Construction Activities resulting in greater than 1 acre of disturbance 20 a. Measurement and Payment shall be in accordance with Section 3125 00. 21 1.3 REFERENCES 22 A. Abbreviations and Acronyms 23 1. Notice of Intent:NOI 24 2. Notice of Termination:NOT 25 3. Storm Water Pollution Prevention Plan: SWPPP 26 4. Texas Commission on Environmental Quality:TCEQ 27 5. Notice of Change:NOC 28 A. Reference Standards 29 1. Reference standards cited in this Specification refer to the current reference 30 standard published at the time of the latest revision date logged at the end of this 31 Specification,unless a date is specifically cited. 32 2. Integrated Storm Management(iSWM)Technical Manual for Construction 33 Controls 34 1.4 ADMINISTRATIVE REQUIREMENTS 35 A. General 36 1. Contractor is responsible for resolution and payment of any fines issued associated 37 with compliance to Stormwater Pollution Prevention Plan. CITY OF FORT WORTH 2014 CIP CONCRETE SIDEWALK,CONTRACT 2 r STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 02587 Revised July 1,2011 015713-2 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 3125 00 and 4 Drawings. 5 2. 1 to less than 5 acres of disturbance 6 a. Texas Pollutant Discharge Elimination System(TPDES)General Construction 7 Permit is required 8 b. Complete SWPPP in accordance with TCEQ requirements 9 1) TCEQ Small Construction Site Notice Required under general permit 10 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 3125 00 17 b) The Drawings 18 c) TXR150000 General Permit 19 d) SWPPP 20 e) TCEQ requirements 21 3. 5 acres or more of Disturbance 22 a. Texas Pollutant Discharge Elimination System(TPDES)General Construction 23 Permit is required 24 b. Complete SWPPP in accordance with TCEQ requirements 25 1) Prepare a TCEQ NOI form and submit to TCEQ along with required fee 26 a) Sign and post at job site 27 b) Send copy to City Department of Transportation and Public Works, 28 Environmental Division,(817) 392-6088. 29 2) TCEQ Notice of Change required if making changes or updates to NOI 30 3) Provide erosion and sediment control in accordance with: 31 a) Section 3125 00 32 b) The Drawings 33 c) TXR150000 General Permit 34 d) SWPPP 35 e) TCEQ requirements 36 4) Once the project has been completed and all the closeout requirements of 37 TCEQ have been met a TCEQ Notice of Termination can be submitted. 38 a) Send copy to City Department of Transportation and Public Works, 39 Environmental Division,(817) 392-6088. 40 1.5 SUBMITTALS 41 A. SWPPP 42 1. Submit in accordance with Section 0133 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 2014 CIP CONCRETE SIDEWALK,CONTRACT 2 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 02587 Revised July 1,2011 015713-3 STORM WATER POLLUTION PREVENTION Page 3 of 3 1 B. Modified SWPPP 2 1. If the SWPPP is revised during construction,resubmit modified SWPPP to the City 3 in accordance with Section 0133 00. 4 1.6 ACTION SUBMITTALSAMORMATIONAL SUBMITTALS [NOT USED] 5 1.7 CLOSEOUT SUBMITTALS[NOT USED] 6 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 7 1.9 QUALITY ASSURANCE[NOT USED] 8 1.10 DELIVERY,STORAGE,AND HANDLING[NOT USED] 9 1.11 FIELD[SITE] CONDITIONS [NOT USED] 10 1.12 WARRANTY[NOT USED] 11 PART 2- PRODUCTS[NOT USED] 12 PART 3 - EXECUTION[NOT USED] 13 END OF SECTION 14 Revision Log DATE NAME SUMMARY OF CHANGE 15 CITY OF FORT WORTH 2014 CIP CONCRETE SIDEWALK,CONTRACT 2 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 02587 Revised July 1,2011 015813-1 TEMPORARY PROJECT SIGNAGE Page 1 of 3 1 SECTION 015813 2 TEMPORARY PROJECT SIGNAGE 3 PART1 - GENERAL 4 1.1 SUMMARY 5 A. Section Includes: 6 1. Temporary Project Signage Requirements 7 B. Deviations from this City of Fort Worth Standard Specification 8 1. None. 9 C. Related Specification Sections include,but are not necessarily limited to: 10 1. Division 0—Bidding Requirements,Contract Forms and Conditions of the Contract 11 2. Division 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 2014 CIP CONCRETE SIDEWALK,CONTRACT 2 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 02587 Revised July 1,2011 015813-2 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 31 CITY OF FORT WORTH 2014 CIP CONCRETE SIDEWALK,CONTRACT 2 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 02587 Revised July 1,2011 E:° 015813-3 TEMPORARY PROJECT SIGNAGE Page 3 of 3 1 Revision Log DATE NAME SUMMARY OF CHANGE 2 CITY OF FORT WORTH 2014 CEP CONCRETE SIDEWALK,CONTRACT 2 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 02587 Revised July 1,2011 016000-1 PRODUCT REQUIREMENTS Page 1 of 2 1 SECTION 0160 00 2 PRODUCT REQUIREMENTS 3 PARTl- GENERAL 4 1.1 SUMMARY 5 A. Section Includes: 6 1. References for Product Requirements and City Standard Products List 7 B. Deviations from this City of Fort Worth Standard Specification 8 L 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 located on Buzzsaw as follows: 16 1. Resources\02-Construction Documents\Standard Products List 17 B. Only products specifically included on City's Standard Product List in these Contract 18 Documents shall be allowed for use on the Project. 19 1. Any subsequently approved products will only be allowed for use upon specific 20 approval by the City. 21 C. Any specific product requirements in the Contract Documents supersede similar 22 products included on the City's Standard Product List. 23 1. The City reserves the right to not allow products to be used for certain projects even 24 though the product is listed on the City's Standard Product List. 25 D. Although a specific product is included on City's Standard Product List,not all 26 products from that manufacturer are approved for use,including but not limited to,that r 27 manufacturer's standard product. 28 E. See Section 0133 00 for submittal requirements of Product Data included on City's 29 Standard Product List. 30 1.5 SUBMITTALS[NOT USED] 31 1.6 ACTION SUBMITTALSAMORMATIONAL SUBMITTALS [NOT USED] 32 1.7 CLOSEOUT SUBMITTALS[NOT USED] 33 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 34 1.9 QUALITY ASSURANCE[NOT USED] CITY OF FORT WORTH 2014 CEP CONCRETE SIDEWALK,CONTRACT 2 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 02587 Revised December 20,2012 016000-2 PRODUCT REQUIREMENTS Page 2 of 2 1 1.10 DELIVERY,STORAGE,AND HANDLING[NOT USED] 2 1.11 FIELD[SITE] CONDITIONS [NOT USED] 3 1.12 WARRANTY[NOT USED] 4 PART 2- PRODUCTS [NOT USED] 5 PART 3- EXECUTION[NOT USED] 6 END OF SECTION 7 Revision Log DATE NAME SUMMARY OF CHANGE 10/12/12 D.Johnson Modified Location of City's Standard Product List 8 CITY OF FORT WORTH 2014 CIP CONCRETE SIDEWALK,CONTRACT 2 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 02587 Revised December 20,2012 017000-1 MOBILIZATION AND REMOBILIZATION Page 1 of 4 1 SECTION 0170 00 2 MOBILIZATION AND REMOBILIZATION 3 PART1- GENERAL 4 1.1 SUMMARY 5 A. Section Includes: 6 1. Mobilization and Demobilization 7 a. Mobilization 8 1) Transportation of Contractor's personnel,equipment,and operating supplies 9 to the Site 10 2) Establishment of necessary general facilities for the Contractor's operation 11 at the Site 12 3) Premiums paid for performance and payment bonds 13 4) Transportation of Contractor's personnel,equipment,and operating supplies 14 to another location within the designated Site 15 5) Relocation of necessary general facilities for the Contractor's operation 16 from 1 location to another location on the Site. 17 b. Demobilization 18 1) Transportation of Contractor's personnel,equipment,and operating supplies 19 away from the Site including disassembly 20 2) Site Clean-up 21 3) Removal of all buildings and/or other facilities assembled at the Site for this 22 Contract 23 c. Mobilization and Demobilization do not include activities for specific items of 24 work that are for which payment is provided elsewhere in the contract. 25 2. Remobilization 26 a. Remobilization for Suspension of Work specifically required in the Contract 27 Documents or as required by City includes: 28 1) Demobilization 29 a) Transportation of Contractor's personnel,equipment,and operating 30 supplies from the Site including disassembly or temporarily securing 31 equipment, supplies, and other facilities as designated by the Contract 32 Documents necessary to suspend the Work. 33 b) Site Clean-up as designated in the Contract Documents 34 2) Remobilization 35 a) Transportation of Contractor's personnel,equipment,and operating 36 supplies to the Site necessary to resume the Work. 37 b) Establishment of necessary general facilities for the Contractor's 38 operation at the Site necessary to resume the Work. 39 3) No Payments will be made for: 40 a) Mobilization and Demobilization from one location to another on the 41 Site in the normal progress of performing the Work. 42 b) Stand-by or idle time 43 c) Lost profits 44 3. Mobilizations and Demobilization for Miscellaneous Projects 45 a. Mobilization and Demobilization CITY OF FORT WORTH 2014 CIP CONCRETE SIDEWALK,CONTRACT 2 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 02587 Revised December 20,2012 017000-4 MOBILIZATION AND REMOBILIZATION Page 4 of 4 1 1.11 FIELD[SITE] CONDITIONS [NOT USED] 2 1.12 WARRANTY[NOT USED] 3 PART 2- PRODUCTS[NOT USED] 4 PART 3- EXECUTION[NOT USED] 5 END OF SECTION 6 Revision Log DATE NAME SUMMARY OF CHANGE 7 CITY OF FORT WORTH 2014 CIP CONCRETE SIDEWALK,CONTRACT 2 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 02587 Revised December 20,2012 017123-1 CONSTRUCTION STAKING AND SURVEY Page 1 of 4 1 SECTION 017123 2 CONSTRUCTION STAKING AND SURVEY 3 PART1 - GENERAL 4 1.1 SUMMARY 5 A. Section Includes: 6 1. Requirements for construction staking and construction survey 7 B. Deviations from this City of Fort Worth Standard Specification 8 1. None. 9 C. Related Specification Sections include,but are not necessarily limited to: 10 1. Division 0—Bidding Requirements,Contract Forms and Conditions of the Contract 11 2. Division 1—General Requirements Y 12 1.2 PRICE AND PAYMENT PROCEDURES 13 A. Measurement and Payment 14 1. Construction Staking 15 a. Measurement 16 1) This Item is considered subsidiary to the various Items bid. 17 b. Payment 18 1) The work performed and the materials furnished in accordance with this 19 Item are subsidiary to the various Items bid and no other compensation will 20 be allowed. 21 2. Construction Survey 22 a. Measurement 23 1) This Item is considered subsidiary to the various Items bid. 24 b. Payment 25 1) The work performed and the materials furnished in accordance with this 26 Item are subsidiary to the various Items bid and no other compensation will 27 be allowed. 28 1.3 REFERENCES[NOT USED] 29 1.4 ADMINISTRATIVE REQUIREMENTS[NOT USED] 30 1.5 SUBMITTALS 31 A. Submittals,if required,shall be in accordance with Section 0133 00. 32 B. All submittals shall be approved by the City prior to delivery. 33 1.6 ACTION SUBMITTALSANFORMATIONAL SUBMITTALS 34 A. Certificates 35 1. Provide certificate certifying that elevations and locations of improvements are in 36 conformance or non-conformance with requirements of the Contract Documents. 37 a. Certificate must be sealed by a registered professional land surveyor in the 38 State of Texas. CITY OF FORT WORTH 2014 CIP CONCRETE SIDEWALK,CONTRACT 2 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 02587 Revised December 20,2012 017123-2 CONSTRUCTION STAKING AND SURVEY Page 2 of 4 1 B. Field Quality Control Submittals 2 1. Documentation verifying accuracy of field engineering work. 3 1.7 CLOSEOUT SUBMITTALS[NOT USED] 4 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 5 1.9 QUALITY ASSURANCE 6 A. Construction Staking 7 1. Construction staking will be performed by the City. 8 2. Coordination 9 a. Contact City's Project Representative at least 2 weeks in advance for 10 scheduling of Construction Staking. 11 b. It is the Contractor's responsibility to coordinate staking such that construction 12 activities are not delayed or negatively impacted. 13 3. General 14 a. Contractor is responsible for preserving and maintaining stakes furnished by 15 City. 16 b. If in the opinion of the City,a sufficient number of stakes or markings have 17 been lost,destroyed or disturbed,by Contractor's neglect,such that the 18 contracted Work cannot take place,then the Contractor will be required to pay 19 the City for new staking with a 25 percent markup.The cost for staking will be 20 deducted from the payment due to the Contractor for the Project. 21 B. Construction Survey 22 1. Construction Survey will be performed by the City. 23 2. Coordination 24 a. Contractor to verify that control data established in the design survey remains 25 intact. 26 b. Coordinate with the City prior to field investigation to determine which 27 horizontal and vertical control data will be required for construction survey. 28 c. It is the Contractor's responsibility to coordinate Construction Survey such that 29 construction activities are not delayed or negatively impacted. 30 d. Notify City if any control data needs to be restored or replaced due to damage 31 caused during construction operations. 32 1) City shall perform replacements and/or restorations. 33 3. General 34 a. Construction survey will be performed in order to maintain complete and 35 accurate logs of control and survey work as it progresses for Project Records. 36 b. The Contractor will need to ensure coordination is maintained with the City to 37 perform construction survey to obtain construction features,including but not 38 limited to the following: 39 1) All Utility Lines 40 a) Rim and flowline elevations and coordinates for each manhole or 41 junction structure 42 2) Water Lines 43 a) Top of pipe elevations and coordinates for waterlines at the following 44 locations: 45 (1) Every 250 linear feet CITY OF FORT WORTH 2014 CIP CONCRETE SIDEWALK,CONTRACT 2 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 02587 Revised December 20,2012 017123-3 CONSTRUCTION STAKING AND SURVEY Page 3 of 4 1 (2) Horizontal and vertical points of inflection,curvature,etc. (All 2 Fittings) 3 (3) Cathodic protection test stations 4 (4) Sampling stations 5 (5) Meter boxes/vaults(All sizes) 6 (6) Fire lines 7 (7) Fire hydrants 8 (8) Gate valves 9 (9) Plugs,stubouts,dead-end lines 10 (10) Air Release valves (Manhole rim and vent pipe) 11 (11) Blow off valves(Manhole rim and valve lid) 12 (12) Pressure plane valves 13 (13) Cleaning wyes 14 (14) Casing pipe(each end) 15 b) Storm Sewer 16 (1) Top of pipe elevations and coordinates at the following locations: 17 (a) Every 250 linear feet 18 (b) Horizontal and vertical points of inflection,curvature,etc. 19 c) Sanitary Sewer 20 (1) Top of pipe elevations and coordinates for sanitary sewer lines at 21 the following locations: 22 (a) Every 250 linear feet 23 (b) Horizontal and vertical points of inflection,curvature,etc. 24 (c) Cleanouts 25 c. Construction survey will be performed in order to maintain complete and 26 accurate logs of control and survey work associated with meeting or exceeding 27 the line and grade required by these Specifications. 28 d. The Contractor will need to ensure coordination is maintained with the City to 29 perform construction survey and to verify control data,including but not 30 limited to the following: 31 1) Established benchmarks and control points provided for the Contractor's 32 use are accurate 33 2) Benchmarks were used to furnish and maintain all reference lines and 34 grades for tunneling 35 3) Lines and grades were used to establish the location of the pipe 36 4) Submit to the City copies of field notes used to establish all lines and 37 grades and allow the City to check guidance system setup prior to 38 beginning each tunneling drive. 39 5) Provide access for the City to verify the guidance system and the line and 40 grade of the carrier pipe on a daily basis. 41 6) The Contractor remains fully responsible for the accuracy of the work and 42 the correction of it,as required. 43 7) Monitor line and grade continuously during construction. 44 8) Record deviation with respect to design line and grade once at each pipe 45 joint and submit daily records to City. 46 9) If the installation does not meet the specified tolerances,immediately notify 47 the City and correct the installation in accordance with the Contract 48 Documents. 49 1.10 DELIVERY,STORAGE,AND HANDLING[NOT USED] CITY OF FORT WORTH 2014 CIP CONCRETE SIDEWALK,CONTRACT 2 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 02587 Revised December 20,2012 017123-4 CONSTRUCTION STAKING AND SURVEY Page 4 of 4 1 1.11 FIELD [SITE] CONDITIONS [NOT USED] 2 1.12 WARRANTY[NOT USED] 3 PART 2- PRODUCTS[NOT USED] 4 PART 3- EXECUTION 5 3.1 INSTALLERS [NOT USED] 6 3.2 EXAMINATION[NOT USED] 7 3.3 PREPARATION[NOT USED] 8 3.4 APPLICATION 9 3.5 REPAIR/RESTORATION[NOT USED] 10 3.6 RE-INSTALLATION[NOT USED] 11 3.7 FIELD[oR]SITE QUALITY CONTROL 12 A. It is the Contractor's responsibility to maintain all stakes and control data placed by the 13 City in accordance with this Specification. 14 B. Do not change or relocate stakes or control data without approval from the City. 15 3.8 SYSTEM STARTUP[NOT USED] 16 3.9 ADJUSTING[NOT USED] 17 3.10 CLEANING[NOT USED] 18 3.11 CLOSEOUT ACTIVITIES [NOT USED] 19 3.12 PROTECTION[NOT USED] 20 3.13 MAINTENANCE[NOT USED] 21 3.14 ATTACHMENTS[NOT USED] 22 END OF SECTION 23 Revision Log DATE NAME SUMMARY OF CHANGE 8/31/2012 D.Johnson 24 CITY OF FORT WORTH 2014 CIP CONCRETE SIDEWALK,CONTRACT 2 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 02587 Revised December 20,2012 017423-1 CLEANING Page 1 of 4 1 SECTION 0174 23 2 CLEANING 3 PARTl- GENERAL 4 1.1 SUMMARY 5 A. Section Includes: 6 1. Intermediate and final cleaning for Work not including special cleaning of closed 7 systems specified elsewhere 8 B. Deviations from this City of Fort Worth Standard Specification 9 1. None. 10 C. Related Specification Sections include,but are not necessarily limited to: 11 1. Division 0—Bidding Requirements,Contract Forms and Conditions of the Contract 12 2. Division 1—General Requirements 13 3. Section 32 92 13—Hydro-Mulching,Seeding and Sodding 14 1.2 PRICE AND PAYMENT PROCEDURES 15 A. Measurement and Payment 16 1. Work associated with this Item is considered subsidiary to the various Items bid. 17 No separate payment will be allowed for this Item. 18 1.3 REFERENCES[NOT USED] 19 1.4 ADMINISTRATIVE REQUIREMENTS 20 A. Scheduling 21 1. Schedule cleaning operations so that dust and other contaminants disturbed by 22 cleaning process will not fall on newly painted surfaces. 23 2. Schedule final cleaning upon completion of Work and immediately prior to final 24 inspection. 25 1.5 SUBMITTALS [NOT USED] 26 1.6 ACTION SUBMITTALSMWORMATIONAL 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 2014 CIP CONCRETE SIDEWALK,CONTRACT 2 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 02587 Revised July 1,2011 017423-2 CLEANING Page 2 of 4 1 1.11 FIELD[SITE] CONDITIONS [NOT USED] 2 1.12 WARRANTY[NOT USED] 3 PART 2- PRODUCTS 4 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 2014 CIP CONCRETE SIDEWALK,CONTRACT 2 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 02587 Revised July 1,2011 017423-3 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 bum 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 2014 CIP CONCRETE SIDEWALK,CONTRACT 2 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 02587 Revised July 1,2011 017423-4 CLEANING Page 4 of 4 1 4. If no longer required for maintenance of erosion facilities,and upon approval by 2 City,remove erosion control from site. 3 5. Clean signs,lights,signals,etc. 4 3.11 CLOSEOUT ACTIVITIES [NOT.USED] 5 3.12 PROTECTION[NOT USED] 6 3.13 MAINTENANCE[NOT USED] 7 3.14 ATTACHMENTS[NOT USED] 8 END OF SECTION 9 Revision Log DATE NAME SUMMARY OF CHANGE 10 CITY OF FORT WORTH 2014 CIP CONCRETE SIDEWALK,CONTRACT 2 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 02587 Revised July 1,2011 017719-1 CLOSEOUT REQUIREMENTS Page 1 of 3 1 SECTION 017719 2 CLOSEOUT REQUIREMENTS 3 PART1 GENERAL 4 1.1 SUMMARY 5 A. Section Includes: 6 1. The procedure for closing out a contract 7 B. Deviations from this City of Fort Worth Standard Specification 8 1. None. 9 C. Related Specification Sections include,but are not necessarily limited to: 10 1. Division 0—Bidding Requirements,Contract Forms and Conditions of the Contract 11 2. Division 1—General Requirements 12 1.2 PRICE AND PAYMENT PROCEDURES 13 A. Measurement and Payment 14 1. Work associated with this Item is considered subsidiary to the various Items bid. 15 No separate payment will be allowed for this Item. 16 1.3 REFERENCES[NOT USED] 17 1.4 ADMINISTRATIVE REQUIREMENTS 18 A. Guarantees,Bonds and Affidavits 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 2014 CIP CONCRETE SIDEWALK,CONTRACT 2 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 02587 Revised July 1,2011 017719-2 CLOSEOUT REQUIREMENTS Page 2 of 3 1 1.6 INFORMATIONAL SUBMITTALS[NOT USED] 2 1.7 CLOSEOUT SUBMITTALS[NOT USED] 3 PART 2- PRODUCTS[NOT USED] 4 PART 3- EXECUTION 5 3.1 INSTALLERS [NOT USED] 6 3.2 EXAMINATION[NOT USED] 7 3.3 PREPARATION[NOT USED] 8 3.4 CLOSEOUT PROCEDURE 9 A. Prior to requesting Final Inspection, submit: 10 1. Project Record Documents in accordance with Section 0178 39 11 2. Operation and Maintenance Data,if required,in accordance with Section 0178 23 12 B. Prior to requesting Final Inspection,perform final cleaning in accordance with Section 13 01 74 23. 14 C. Final Inspection 15 1. After final cleaning,provide notice to the City Project Representative that the Work 16 is completed. 17 a. The City will make an initial Final Inspection with the Contractor present. 18 b. Upon completion of this inspection,the City will notify the Contractor,in 19 writing within 10 business days,of any particulars in which this inspection 20 reveals that the Work is defective or incomplete. 21 2. Upon receiving written notice from the City,immediately undertake the Work 22 required to remedy deficiencies and complete the Work to the satisfaction of the 23 City. 24 3. Upon completion of Work associated with the items listed in the City's written 25 notice,inform the City,that the required Work has been completed. Upon receipt 26 of this notice,the City,in the presence of the Contractor,will make a subsequent 27 Final Inspection of the project. 28 4. Provide all special accessories required to place each item of equipment in full 29 operation. These special accessory items include,but are not limited to: 30 a. Specified spare parts 31 b. Adequate oil and grease as required for the first lubrication of the equipment 32 c. Initial fill up of all chemical tanks and fuel tanks 33 d. Light bulbs 34 e. Fuses 35 f. Vault keys 36 g. Handwheels 37 h. Other expendable items as required for initial start-up and operation of all 38 equipment 39 D. Notice of Project Completion CITY OF FORT WORTH 2014 CIP CONCRETE SIDEWALK,CONTRACT 2 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 02587 Revised July 1,2011 017719-3 CLOSEOUT REQUIREMENTS Page 3 of 3 1 1. Once the City Project Representative finds the Work subsequent to Final Inspection 2 to be satisfactory,the City will issue a Notice of Project Completion(Green Sheet). 3 E. Supporting Documentation 4 1. Coordinate with the City Project Representative to complete the following 5 additional forms: 6 a. Final Payment Request 7 b. Statement of Contract Time 8 c. Affidavit of Payment and Release of Liens 9 d. Consent of Surety to Final Payment 10 e. Pipe Report(if required) 11 f. Contractor's Evaluation of City 12 g. Performance Evaluation of Contractor 13 F. Letter of Final Acceptance 14 1. Upon review and acceptance of Notice of Project Completion and Supporting 15 Documentation,in accordance with General Conditions,City will issue Letter of 16 Final Acceptance and release the Final Payment Request for payment. 17 3.5 REPAIR/RESTORATION[NOT USED] 18 3.6 RE-INSTALLATION[NOT USED] 19 3.7 FIELD[oR] SITE QUALITY.CONTROL[NOT USED] 20 3.8 SYSTEM STARTUP[NOT USED] 21 3.9 ADJUSTING[NOT USED] 22 3.10 CLEANING[NOT USED] 23 3.11 CLOSEOUT ACTIVITIES [NOT USED] 24 3.12 PROTECTION[NOT USED] 25 3.13 MAINTENANCE[NOT USED] 26 3.14 ATTACHMENTS[NOT USED] 27 END OF SECTION 28 Revision Log DATE NAME SUMMARY OF CHANGE { 29 CITY OF FORT WORTH 2014 CIP CONCRETE SIDEWALK,CONTRACT 2 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 02587 Revised July 1,2011 017823-1 OPERATION AND MAINTENANCE DATA Page 1 of 5 1 SECTION 0178 23 2 OPERATION AND MAINTENANCE DATA 3 PART1 - GENERAL 4 1.1 SUMMARY 5 A. Section Includes: 6 1. Product data and related information appropriate for City's maintenance and 7 operation of products furnished under Contract 8 2. Such products may include,but are not limited to: 9 a. Traffic Controllers 10 b. Irrigation Controllers(to be operated by the City) 11 c. Butterfly Valves 12 B. Deviations from this City of Fort Worth Standard Specification 13 1. None. 14 C. Related Specification Sections include,but are not necessarily limited to: 15 1. Division 0—Bidding Requirements,Contract Forms and Conditions of the Contract 16 2. Division 1—General Requirements 17 1.2 PRICE AND PAYMENT PROCEDURES 18 A. Measurement and Payment 19 1. Work associated with this Item is considered subsidiary to the various Items bid. 20 No separate payment will be allowed for this Item. 21 1.3 REFERENCES [NOT USED] 22 1.4 ADMINISTRATIVE REQUIREMENTS 23 A. Schedule 24 1. Submit manuals in final form to the City within 30 calendar days of product 25 shipment to the project site. 26 1.5 SUBMITTALS 27 A. Submittals shall be in accordance with Section 0133 00 . All submittals shall be 28 approved by the City prior to delivery. 29 1.6 INFORMATIONAL SUBMITTALS 30 A. Submittal Form 31 1. Prepare data in form of an instructional manual for use by City personnel. 32 2. Format 33 a. Size: 812 inches x 11 inches 34 b. Paper 35 1) 40 pound minimum,white,for typed pages 36 2) Holes reinforced with plastic,cloth or metal 37 c. Text: Manufacturer's printed data,or neatly typewritten CITY OF FORT WORTH 2014 CIP CONCRETE SIDEWALK,CONTRACT 2 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 02587 Revised December 20,2012 017823-2 OPERATION AND MAINTENANCE DATA Page 2 of 5 1 d. Drawings 2 1) Provide reinforced punched binder tab,bind in with text 3 2) Reduce larger drawings and fold to size of text pages. 4 e. Provide fly-leaf for each separate product, or each piece of operating 5 equipment. 6 1) Provide typed description of product,and major component parts of 7 equipment. 8 2) Provide indexed tabs. 9 f. Cover 10 1) Identify each volume with typed or printed title"OPERATING AND 11 MAINTENANCE INSTRUCTIONS". 12 2) List: 13 a) Title of Project 14 b) Identity of separate structure as applicable 15 c) Identity of general subject matter covered in the manual 16 3. Binders 17 a. Commercial quality 3-ring binders with durable and cleanable plastic covers 18 b. When multiple binders are used,correlate the data into related consistent 19 groupings. 20 4. If available,provide an electronic form of the O&M Manual. 21 B. Manual Content 22 1. Neatly typewritten table of contents for each volume,arranged in systematic order 23 a. Contractor,name of responsible principal,address and telephone number 24 b. A list of each product required to be included,indexed to content of the volume 25 c. List,with each product: 26 1) The name,address and telephone number of the subcontractor or installer 27 2) A list of each product required to be included,indexed to content of the 28 volume 29 3) Identify area of responsibility of each 30 4) Local source of supply for parts and replacement 31 d. Identify each product by product name and other identifying symbols as set 32 forth in Contract Documents. 33 2. Product Data 34 a. Include only those sheets which are pertinent to the specific product. 35 b. Annotate each sheet to: 36 1) Clearly identify specific product or part installed 37 2) Clearly identify data applicable to installation 38 3) Delete references to inapplicable information 39 3. Drawings 40 a. Supplement product data with drawings as necessary to clearly illustrate: 41 1) Relations of component parts of equipment and systems 42 2) Control and flow diagrams 43 b. Coordinate drawings with information in Project Record Documents to assure 44 correct illustration of completed installation. 45 c. Do not use Project Record Drawings as maintenance drawings. 46 4. Written text,as required to supplement product data for the particular installation: 47 a. Organize in consistent format under separate headings for different procedures. 48 b. Provide logical sequence of instructions of each procedure. CITY OF FORT WORTH 2014 CIP CONCRETE SIDEWALK,CONTRACT 2 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 02587 Revised December 20,2012 017823-3 OPERATION AND MAINTENANCE DATA Page 3 of 5 1 5. Copy of each warranty,bond and service contract issued 2 a. Provide information sheet for City personnel giving: 3 1) Proper procedures in event of failure 4 2) Instances which might affect validity of warranties or bonds 5 C. Manual for Materials and Finishes 6 1. Submit 5 copies of complete manual in final form. 7 2. Content,for architectural products,applied materials and finishes: 8 a. Manufacturer's data,giving full information on products 9 1) Catalog number,size,composition 10 2) Color and texture designations 11 3) Information required for reordering special manufactured products 12 b. Instructions for care and maintenance 13 1) Manufacturer's recommendation for types of cleaning agents and methods 14 2) Cautions against cleaning agents and methods which are detrimental to 15 product 16 3) Recommended schedule for cleaning and maintenance 17 3. Content,for moisture protection and weather exposure products: 18 a. Manufacturer's data,giving full information on products 19 1) Applicable standards 20 2) Chemical composition 21 3) Details of installation 22 b. Instructions for inspection,maintenance and repair 23 D. Manual for Equipment and Systems 24 1. Submit 5 copies of complete manual in final form. 25 2. Content,for each unit of equipment and system, as appropriate: 26 a. Description of unit and component parts 27 1) Function,normal operating characteristics and limiting conditions 28 2) Performance curves,engineering data and tests 29 3) Complete nomenclature and commercial number of replaceable parts 30 b. Operating procedures 31 1) Start-up,break-in,routine and normal operating instructions 32 2) Regulation,control,stopping,shut-down and emergency instructions 33 3) Summer and winter operating instructions 34 4) Special operating instructions 35 c. Maintenance procedures 36 1) Routine operations 37 2) Guide to "trouble shooting" 38 3) Disassembly,repair and reassembly 39 4) Alignment, adjusting and checking 40 d. Servicing and lubrication schedule 41 1) List of lubricants required 42 e. Manufacturer's printed operating and maintenance instructions 43 f. Description of sequence of operation by control manufacturer 44 1) Predicted life of parts subject to wear 45 2) Items recommended to be stocked as spare parts 46 g. As installed control diagrams by controls manufacturer 47 h. Each contractor's coordination drawings 48 1) As installed color coded piping diagrams CITY OF FORT WORTH 2014 CIP CONCRETE SIDEWALK,CONTRACT 2 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 02587 Revised December 20,2012 017823-4 OPERATION AND MAINTENANCE DATA Page 4 of 5 1 i. Charts of valve tag numbers,with location and function of each valve 2 j. List of original manufacturer's spare parts,manufacturer's current prices,and 3 recommended quantities to be maintained in storage 4 k. Other data as required under pertinent Sections of Specifications 5 3. Content,for each electric and electronic system, as appropriate: 6 a. Description of system and component parts 7 1) Function,normal operating characteristics,and limiting conditions 8 2) Performance curves,engineering data and tests 9 3) Complete nomenclature and commercial number of replaceable parts 10 b. Circuit directories of panelboards 11 1) Electrical service 12 2) Controls 13 3) Communications 14 c. As installed color coded wiring diagrams 15 d. Operating procedures 16 1) Routine and normal operating instructions 17 2) Sequences required 18 3) Special operating instructions 19 e. Maintenance procedures 20 1) Routine operations 21 2) Guide to "trouble shooting" 22 3) Disassembly,repair and reassembly 23 4) Adjustment and checking 24 f. Manufacturer's printed operating and maintenance instructions 25 g. List of original manufacturer's spare parts,manufacturer's current prices, and 26 recommended quantities to be maintained in storage 27 h. Other data as required under pertinent Sections of Specifications 28 4. Prepare and include additional data when the need for such data becomes apparent 29 during instruction of City's personnel. 30 1.7 CLOSEOUT SUBMITTALS [NOT USED] 31 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 32 1.9 QUALITY ASSURANCE 33 A. Provide operation and maintenance data by personnel with the following criteria: 34 1. Trained and experienced in maintenance and operation of described products 35 2. Skilled as technical writer to the extent required to communicate essential data 36 3. Skilled as draftsman competent to prepare required drawings CITY OF FORT WORTH 2014 CIP CONCRETE SIDEWALK,CONTRACT 2 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 02587 Revised December 20,2012 017823-5 OPERATION AND MAINTENANCE DATA Page 5 of 5 1 1.10 DELIVERY,STORAGE,AND HANDLING[NOT USED] 2 1.11 FIELD [SITE] CONDITIONS[NOT USED] 3 1.12 WARRANTY[NOT USED] 4 PART 2- PRODUCTS [NOT USED] 5 PART 3- EXECUTION[NOT USED] 6 END OF SECTION 7 Revision Log DATE NAME SUMMARY OF CHANGE 8/31/2012 D.Johnson 1.5.A.1—title of section removed 8 CITY OF FORT WORTH 2014 CIP CONCRETE SIDEWALK,CONTRACT 2 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 02587 Revised December 20,2012 017839-1 PROJECT RECORD DOCUMENTS Page 1 of 4 1 SECTION 0178 39 2 PROJECT RECORD DOCUMENTS 3 PARTI- GENERAL 4 1.1 SUMMARY 5 A. Section-Includes: 6 1. Work associated with the documenting the project and recording changes to project 7 documents,including: 8 a. Record Drawings 9 b. Water Meter Service Reports 10 c. Sanitary Sewer Service Reports 11 d. Large Water Meter Reports 12 B. Deviations from this City of Fort Worth Standard Specification 13 1. None. 14 C. Related Specification Sections include,but are not necessarily limited to: 15 1. Division 0—Bidding Requirements,Contract Forms and Conditions of the Contract 16 2. Division 1—General Requirements 17 1.2 PRICE AND PAYMENT PROCEDURES 18 A. Measurement and Payment 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 SUBMITTALSANFORMATIONAL 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 2014 CIP CONCRETE SIDEWALK,CIONTRACT 2 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 02587 Revised July 1,2011 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 2014 CIP CONCRETE SIDEWALK,CIONTRACT 2 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 02587 Revised July 1,2011 017839-3 PROJECT RECORD DOCUMENTS Page 3 of 4 1 2. Preservation 2 a. Considering the Contract completion time,the probable number of occasions 3 upon which the job set must be taken out for new entries and for examination, 4 and the conditions under which these activities will be performed,devise a 5 suitable method for protecting the job set. 6 b. Do not use the job set for any purpose except entry of new data and for review 7 by the City,until start of transfer of data to final Project Record Documents. 8 c. Maintain the job set at the site of work. 9 3. Coordination with Construction Survey 10 a. At a minimum,in accordance with the intervals set forth in Section 01 71 23, 11 clearly mark any deviations from Contract Documents associated with 12 installation of the infrastructure. 13 4. Making entries on Drawings 14 a. Record any deviations from Contract Documents. 15 b. Use an erasable colored pencil(not ink or indelible pencil), clearly describe the 16 change by graphic line and note as required. 17 c. Date all entries. 18 d. Call attention to the entry by a"cloud"drawn around the area or areas affected. 19 e. In the event of overlapping changes,use different colors for the overlapping 20 changes. 21 5. Conversion of schematic layouts 22 a. In some cases on the Drawings,arrangements of conduits,circuits,piping, 23 ducts,and similar items,are shown schematically and are not intended to 24 portray precise physical layout. 25 1) Final physical arrangement is determined by the Contractor,subject to the 26 City's approval. 27 2) However,design of future modifications of the facility may require 28 accurate information as to the final physical layout of items which are 29 shown only schematically on the Drawings. 30 b. Show on the job set of Record Drawings,by dimension accurate to within 1 31 inch,the centerline of each run of items. 32 1) Final physical arrangement is determined by the Contractor,subject to the 33 City's approval. 34 2) Show,by symbol or note,the vertical location of the Item("under slab", "in 35 ceiling plenum", "exposed",and the like). 36 3) Make all identification sufficiently descriptive that it may be related 37 reliably to the Specifications. 38 c. The City may waive the requirements for conversion of schematic layouts 39 where,in the City's judgment,conversion serves no useful purpose. However, 40 do not rely upon waivers being issued except as specifically issued in writing 41 by the City. 42 B. Final Project Record Documents 43 1. Transfer of data to Drawings 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 2014 CIP CONCRETE SIDEWALK,CIONTRACT 2 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 02587 Revised July 1,2011 017839-4 PROJECT RECORD DOCUMENTS Page 4 of 4 1 c. Call attention to each entry by drawing a"cloud"around the area or areas 2 affected. 3 d. Make changes neatly,consistently and with the proper media to assure 4 longevity and clear reproduction. 5 2. Transfer of data to other Documents 6 a. If the Documents,other than Drawings,have been kept clean during progress of 7 the Work, and if entries thereon have been orderly to the approval of the City, 8 the job set of those Documents,other than Drawings,will be accepted as final 9 Record Documents. 10 b. If any such Document is not so approved by the City,secure a new copy of that 11 Document from the City at the City's usual charge for reproduction and 12 handling,and carefully transfer the change data to the new copy to the approval 13 of the City. 14 3.5 REPAIR/RESTORATION[NOT USED] 15 3.6 RE-INSTALLATION[NOT USED] 16 3.7 FIELD[oR]SITE QUALITY CONTROL[NOT USED] 17 3.8 SYSTEM STARTUP[NOT USED] 18 3.9 ADJUSTING[NOT USED] 19 3.10 CLEANING[NOT USED] 20 3.11 CLOSEOUT ACTIVITIES[NOT USED] 21 3.12 PROTECTION[NOT USED] 22 3.13 MAINTENANCE[NOT USED] 23 3.14 ATTACHMENTS [NOT USED] 24 END OF SECTION 25 Revision Log DATE NAME SUMMARY OF CHANGE 26 CTTY OF FORT WORTH 2014 CIP CONCRETE SIDEWALK,CIONTRACT 2 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 02587 Revised July 1,2011 024113-1 SELECTIVE SITE DEMOLITION Page 1 of 5 1 SECTION 02 4113 2 SELECTIVE SITE DEMOLITION 3 PART1 - 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. Deviations this from City of Fort Worth Standard Specification 17 1. None. 18 C. Related Specification Sections include,but are not necessarily limited to: 19 1. Division 0—Bidding Requirements,Contract Forms,and Conditions of the 20 Contract 21 2. Division 1—General Requirements 22 3. Section 3123 23—Borrow 23 1.2 PRICE AND PAYMENT PROCEDURES 24 A. Measurement and Payment 25 1. Measurement 26 a. Remove Sidewalk:Measure by square foot. 27 b. Remove Steps:measure by the square foot as seen in the plan view only. 28 c. Remove ADA Ramp: measure by each. 29 d. Remove Driveway: measure by the square foot by type. 30 e. Remove Fence:measure by the linear foot. 31 f. Remove Guardrail: measure by the linear foot along the face of the rail in place 32 including metal beam guard fence transitions and single guard rail terminal 33 sections from the center of end posts. 34 g. Remove Retaining Wall(less than 4 feet tall): measure by the linear foot 35 h. Remove Mailbox:measure by each. 36 i. Remove Rip Rap:measure by the square foot. 37 j. Remove Miscellaneous Concrete Structure: measure by the lump sum. 38 2. Payment CITY OF FORT WORTH 2014 CEP CONCRETE SIDEWALK,CONTRACT 2 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 02587 Revised December 20,2012 t 024113-2 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. For utility projects,this 5 Item shall be considered subsidiary to the trench and no other compensation 6 will be allowed. 7 b. Remove Steps:full compensation for saw cutting,removal,hauling,disposal, 8 tools,equipment,labor and incidentals needed to execute work.For utility 9 projects,this Item shall be considered subsidiary to the trench and no other 10 compensation will be allowed. 11 c. Remove ADA Ramp and landing:full compensation for saw cutting,removal, 12 hauling,disposal,tools,equipment,labor and incidentals needed to execute 13 work. Work includes ramp landing removal.For utility projects,this Item shall 14 be considered subsidiary to the trench and no other compensation will be 15 allowed. 16 d. Remove Driveway: full compensation for saw cutting,removal,hauling, 17 disposal,tools,equipment,labor and incidentals needed to remove improved 18 driveway by type. For utility projects,this Item shall be considered subsidiary 19 to the trench and no other compensation will be allowed. 20 e. Remove Fence:full compensation for removal,hauling,disposal,tools, 21 equipment,labor and incidentals needed to remove fence.For utility projects, 22 this Item shall be considered subsidiary to the trench and no other 23 compensation will be allowed. 24 f. Remove Guardrail: full compensation for removing materials,loading,hauling, 25 unloading,and storing or disposal;furnishing backfill material;backfilling the 26 postholes;and equipment,labor,tools,and incidentals.For utility projects,this 27 Item shall be considered subsidiary to the trench and no other compensation 28 will be allowed. 29 g. Remove Retaining Wall(less than 4 feet tall):full compensation for saw 30 cutting,removal,hauling,disposal,tools,equipment,labor and incidentals 31 needed to execute work. Sidewalk adjacent to or attached to retaining wall 32 (including sidewalk that acts as a wall footing)shall be paid as sidewalk 33 removal.For utility projects,this Item shall be considered subsidiary to the 34 trench and no other compensation will be allowed. 35 h. Remove Mailbox: full compensation for removal,hauling,disposal,tools, 36 equipment,labor and incidentals needed to execute work.For utility projects, 37 this Item shall be considered subsidiary to the trench and no other 38 compensation will be allowed. 39 i. Remove Rip Rap:full compensation for saw cutting,removal,hauling, 40 disposal,tools,equipment,labor and incidentals needed to execute work. For 41 utility projects,this Item shall be considered subsidiary to the trench and no 42 other compensation will be allowed. 43 j. Remove Miscellaneous Concrete Structure:full compensation for saw cutting, 44 removal,hauling,disposal,tools,equipment,labor and incidentals needed to 45 execute work. For utility projects,this Item shall be considered subsidiary to 46 the trench and no other compensation will be allowed. 47 1.3 REFERENCES 48 A. Definitions CITY OF FORT WORTH 2014 CIP CONCRETE SIDEWALK,CONTRACT 2 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 02587 Revised December 20,2012 024113-3 SELECTIVE SITE DEMOLITION Page 3 of 5 1 1. Improved Driveway:Driveway constructed of concrete,asphalt paving or brick unit 2 pavers. 3 1.4 ADMINISTRATIVE REQUIREMENTS [NOT USED] 4 1.5 SUBMITTALS[NOT USED] 5 1.6 ACTION SUBMITTALSANFORMATIONAL SUBMITTALS [NOT USED] 6 1.7 CLOSEOUT SUBMITTALS[NOT USED] 7 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 8 1.9 QUALITY ASSURANCE[NOT USED] 9 1.10 DELIVERY,STORAGE,AND HANDLING[NOT USED] 10 1.11 FIELD[SITE] CONDITIONS [NOT USED] 11 1.12 WARRANTY[NOT USED] 12 PART 2- PRODUCTS 13 2.1 OWNER-FURNISHED PRODUCTS[NOT USED] 14 2.2 MATERIALS 15 A. Fill Material: See Section 3123 23. 16 2.3 ACCESSORIES [NOT USED] 17 2.4 SOURCE QUALITY CONTROL[NOT USED] 18 PART 3- EXECUTION 19 3.1 INSTALLERS [NOT USED] 20 3.2 EXAMINATION[NOT USED] 21 3.3 PREPARATION[NOT USED] 22 3.4 REMOVAL 23 A. Remove Sidewalk 24 1. Remove sidewalk to nearest existing dummy,expansion or construction joint. 25 2. Sawcut when removing to nearest joint is not practical. See 3A.K. 26 B. Remove Steps 27 1. Remove step to nearest existing dummy,expansion or construction joint. 28 2. Sawcut when removing to nearest joint is not practical. See 3A.K. 29 C. Remove ADA Ramp 30 1. Sawcut existing curb and gutter and pavement prior to wheel chair ramp removal. 31 See 3A.K. 32 2. Remove ramp to nearest existing dummy,expansion or construction joint on 33 existing sidewalk. 34 D. Remove Driveway CITY OF FORT WORTH 2014 CIP CONCRETE SIDEWALK,CONTRACT 2 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 02587 Revised December 20,2012 024113-4 SELECTIVE SITE DEMOLITION Page 4 of 5 1 1. Sawcut existing drive,curb and gutter and pavement prior to drive removal. See 2 3.4.K. 3 2. ' Remove drive to nearest existing dummy,expansion or construction joint. 4 3. Sawcut when removing to nearest joint is not practical. See 3A.K. 5 4. Remove adjacent sidewalk to nearest existing dummy, expansion or construction 6 joint on existing sidewalk. 7 E. Remove Fence 8 1. Remove all fence components above and below ground and backfill with acceptable 9 fill material. 10 2. Use caution in removing and salvaging fence materials. 11 3. Salvaged materials may be used to reconstruct fence as approved by City or as 12 shown on Drawings. 13 4. Contractor responsible for keeping animals(livestock,pets,etc.)within the fenced 14 areas during construction operation and while removing fences. 15 F. Remove Guardrail 16 1. Remove rail elements in original lengths. 17 2. Remove fittings from the posts and the metal rail and then pull the posts. 18 3. Do not mar or damage salvageable materials during removal. 19 4. Completely remove posts and any concrete surrounding the posts. 20 5. Furnish backfill material and backfill the hole with material equal in composition 21 and density to the surrounding soil unless otherwise directed. 22 6. Cut off or bend down eyebolts anchored to the dead man to an elevation at least 1- 23 foot below the new subgrade elevation and leave in place along with the dead man. 24 G. Remove Retaining Wall(less than 4 feet tall) 25 1. Remove wall to nearest existing joint. 26 2. Sawcut when removing to nearest joint is not practical. See 3.4.K. 27 3. Removal includes all components of the retaining wall including footings. 28 4. Sidewalk adjacent to or attached to retaining wall: See 3.4.A 29 H. Remove Mailbox 30 1. Salvage existing materials for reuse. Mailbox materials may need to be used for 31 reconstruction. 32 I. Remove Rip Rap 33 1. Remove rip rap to nearest existing dummy,expansion or construction joint. 34 2. Sawcut when removing to nearest joint is not practical. See 3A.K. 35 J. Remove Miscellaneous Concrete Structure 36 1. Remove portions of miscellaneous concrete structures including foundations and 37 slabs that do not interfere with proposed construction to 2 feet below the finished 38 ground line. 39 2. Cut reinforcement close to the portion of the concrete to remain in place. 40 3. Break or perforate the bottom of structures to remain to prevent the entrapment of 41 water. CITY OF FORT WORTH 2014 CIP CONCRETE SIDEWALK,CONTRACT 2 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 02587 Revised December 20,2012 024113-5 SELECTIVE SITE DEMOLITION Page 5 of 5 1 K. Sawcut 2 1. Sawing Equipment 3 a. Power-driven 4 b. Manufactured for the purpose of sawing pavement 5 c. In good operating condition 6 d. Shall not spall or fracture the pavement to the removal area 7 2. Sawcut perpendicular to the surface completely through existing pavement. 8 3.5 REPAIR[NOT USED] 9 3.6 RE-INSTALLATION[NOT USED] 10 3.7 SITE QUALITY CONTROL[NOT USED] 11 3.8 SYSTEM STARTUP[NOT USED] 12 3.9 ADJUSTING[NOT USED] 13 3.10 CLEANING[NOT USED] 14 3.11 CLOSEOUT ACTIVITIES [NOT USED] 15 3.12 PROTECTION[NOT USED] 16 3.13 MAINTENANCE[NOT USED] 17 3.14 ATTACHMENTS[NOT USED] 18 END OF SECTION 19 Revision Log DATE NAME SUMMARY OF CHANGE 12/20/2012 D.Johnson 1.2.A.2.Modified Payment-Items will be subsidiary to trench on utility projects 20 CITY OF FORT WORTH 2014 CIP CONCRETE SIDEWALK,CONTRACT 2 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 02587 Revised December 20,2012 024115-1 PAVING REMOVAL Page 1 of 6 1 SECTION 02 4115 2 PAVING REMOVAL 3 PART1- 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 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 3. Section 32 1133-Cement Treated Base Courses 18 1.2 PRICE AND PAYMENT PROCEDURES 19 A. Measurement and Payment 20 1. Measurement 21 a. Remove Concrete Paving:measure by the square yard from back-to-back of 22 curbs. 23 b. Remove Asphalt Paving:measure by the square yard between the lips of 24 gutters. 25 c. Remove Brick Paving: measure by the square yard. 26 d. Remove Concrete Curb and Gutter:measure by the linear foot. 27 e. Remove Concrete Valley Gutter:measure by the square yard 28 f. Wedge Milling:measure by the square yard for varying thickness. 29 g. Surface Milling:measure by the square yard for varying thickness. 30 h. Butt Milling:measured by the linear foot. 31 i. Pavement Pulverization:measure by the square yard. 32 j. Remove Speed Cushion:measure by each. 33 2. Payment 34 a. Remove Concrete Paving:full compensation for saw cutting,removal,hauling, 35 disposal,tools,equipment,labor and incidentals needed to execute work.For 36 utility projects,this Item shall be considered subsidiary to the trench and no 37 other compensation will be allowed. 38 b. Remove Asphalt Paving:full compensation for saw cutting,removal,hauling, 39 disposal,tools,equipment,labor and incidentals needed to execute work.For 40 utility projects,this Item shall be considered subsidiary to the trench and no 41 other compensation will be allowed.For utility projects,this Item shall be 42 considered subsidiary to the trench and no other compensation will be allowed. CITY OF FORT WORTH 2014 CIP CONCRETE SIDEWALK CONTRACT 2 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 02587 Revised December 20,2012 i 024115-2 PAVING REMOVAL Page 2 of 6 1 c. Remove Brick Paving: full compensation for saw cutting,removal,salvaging, 2 cleaning,hauling,disposal,tools,equipment,labor and incidentals needed to 3 execute work.For utility projects,this Item shall be considered subsidiary to 4 the trench and no other compensation will be allowed. 5 d. Remove Concrete Curb and Gutter:full compensation for saw cutting,removal, 6 hauling,disposal,tools,equipment,labor and incidentals needed to execute 7 work.For utility projects,this Item shall be considered subsidiary to the trench 8 and no other compensation will be allowed. 9 e. Remove Concrete Valley Gutter: full compensation for saw cutting,removal, 10 hauling,disposal,tools,equipment,labor and incidentals needed to execute 11 work. 12 f. Wedge Milling:full compensation for all milling,hauling milled material to 13 salvage stockpile or disposal,tools,labor,equipment and incidentals necessary 14 to execute the work. 15 g. Surface Milling: full compensation for all milling,hauling milled material to 16 salvage stockpile or disposal,tools,labor,equipment and incidentals necessary 17 to execute the work. 18 h. Butt Milling:full compensation for all milling,hauling milled material to 19 salvage stockpile or disposal,tools,labor,equipment and incidentals necessary 20 to execute the work. 21 i. Pavement Pulverization:full compensation for all labor,material,equipment, 22 tools and incidentals necessary to pulverize,remove and store the pulverized 23 material,undercut the base,mixing,compaction,haul off,sweep,and dispose 24 of the undercut material. 25 j. Remove speed cushion: full compensation for removal,hauling,disposal, 26 tools,equipment,labor,and incidentals needed to execute the work.For utility 27 projects,this Item shall be considered subsidiary to the trench and no other 28 compensation will be allowed. 29 k. No payment for saw cutting of pavement or curbs and gutters will be made 30 under this section.Include cost of such work in unit prices for items listed in 31 bid form requiring saw cutting. 32 1. No payment will be made for work outside maximum payment limits indicated 33 on plans,or for pavements or structures removed for CONTRACTOR'S 34 convenience. 35 1.3 REFERENCES 36 A. ASTM International(ASTM): 37 a. D698,Standard Test Methods for Laboratory Compaction Characteristics of 38 Soil Using Standard Effort(12 400 ft-lbf/ft3 (600 kN-m/m3)) 39 1.4 ADMINISTRATIVE REQUIREMENTS[NOT USED] 40 1.5 SUBMITTALS[NOT USED] 41 1.6 ACTION SUBMITTALSANFORMATIONAL SUBMITTALS[NOT USED] 42 1.7 CLOSEOUT SUBMITTALS[NOT USED] 43 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 44 1.9 QUALITY ASSURANCE[NOT USED] 45 1.10 DELIVERY,STORAGE,AND HANDLING[NOT USED] CITY OF FORT WORTH 2014 CIP CONCRETE SIDEWALK CONTRACT 2 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 02587 Revised December 20,2012 024115-3 PAVING REMOVAL Page 3 of 6 1 1.11 FIELD CONDITIONS[NOT USED] 2 1.12 WARRANTY[NOT USED] 3 PART 2- PRODUCTS 4 2.1 OWNER-FURNISHED PRODUCTS [NOT USED] 5 2.2 EQUIPMENT[NOT USED] 6 2.3 ACCESSORIES [NOT USED] 7 2.4 SOURCE QUALITY CONTROL[NOT USED] 8 PART 3- EXECUTION 9 3.1 EXAMINATION[NOT USED] 10 3.2 INSTALLERS [NOT USED] 11 3.3 PREPARATION 12 A. General: 13 1. Mark paving removal limits for City approval prior to beginning removal. 14 2. Identify known utilities below grade-Stake and flag locations. 15 3.4 PAVEMENT REMOVAL 16 A. General. 17 1. Exercise caution to minimize damage to underground utilities. 18 2. Minimize amount of earth removed. 19 3. Remove paving to neatly sawed joints. 20 4. Use care to prevent fracturing adjacent,existing pavement. 21 B. Sawing 22 1. Sawing Equipment. 23 a. Power-driven. 24 b. Manufactured for the purpose of sawing pavement. 25 c. In good operating condition. 26 d. Shall not spall or fracture the pavement structure adjacent to the removal area. 27 2. Sawcut perpendicular to the surface to full pavement depth,parallel and 28 perpendicular to existing joint. 29 3. Sawcut parallel to the original sawcut in square or rectangular fashion. 30 4. If a sawcut falls within 5 feet of an en existing dummy joint,construction joint, saw 31 joint,cold joint,expansion joint,edge of paving or gutter lip,remove paving to that 32 joint,edge or lip. 33 5. If a pavement edge of a cut is damaged subsequent to saw cutting,saw to a new, 34 neat,straight line for the purpose of removing the damaged area. 35 C. Remove Concrete Paving and Concrete Valley Gutter 36 1. Sawcut: See 3.4.13. 37 2. Remove concrete to the nearest expansion joint or vertical saw cut. CITY OF FORT WORTH 2014 CIP CONCRETE SIDEWALK CONTRACT 2 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 02587 Revised December 20,2012 { 024115-4 PAVING REMOVAL Page 4 of 6 1 D. Remove Concrete Curb and Gutter 2 1. Sawcut: See 3.4.13. 3 2. Minimum limits of removal: 30 inches in length. 4 E. Remove Asphalt Paving 5 1. Sawcut: See 3A.B. 6 2. Remove pavement without disturbing the base material. 7 3. When shown on the plans or as directed;stockpile materials designated as 8 salvageable at designated sites. 9 4. Prepare stockpile area by removing vegetation and trash and by providing for 10 proper drainage. 11 F. Milling 12 1. General 13 a. Mill surfaces to the depth shown in the plans or as directed. 14 b. Do not damage or disfigure adjacent work or existing surface improvements. 15 c. If milling exposes smooth underlying pavement surfaces,mill the smooth 16 surface to make rough. 17 d. Provide safe temporary transition where vehicles or pedestrians must pass over 18 the milled edges. 19 e. Remove excess material and clean milled surfaces. 20 f. Stockpiling of planed material will not be permitted within the right of way 21 unless approved by the City. 22 g. If the existing base is brick and cannot be milled,remove a 5 foot width of the 23 existing brick base. See 3.3.G.for brick paving removal. 24 2. Milling Equipment 25 a. Power operated milling machine capable of removing,in one pass or two 26 passes,the necessary pavement thickness in a five-foot minimum width. 27 b. Self-propelled with sufficient power,traction and stability to maintain accurate 28 depth of cut and slope. 29 c. Equipped with an integral loading and reclaiming means to immediately 30 remove material cut from the surface of the roadway and discharge the cuttings 31 into a truck,all in one operation. 32 d. Equipped with means to control dust created by the cutting action. 33 e. Equipped with a manual system providing for uniformly varying the depth of 34 cut while the machine is in motion making it possible to cut flush to all inlets, 35 manholes, or other obstructions within the paved area. 36 f. Variable Speed in order to leave the specified grid pattern. 37 g. Equipped to minimize air pollution. 38 3. Wedge Milling and Surface Milling 39 a. Wedge Mill existing asphalt,concrete or brick pavement from the lip of gutter 40 at a depth of 2 inches and transitioning to match the existing pavement(0-inch 41 cut)at a minimum width of 5 feet. 42 b. Surface Mill existing asphalt pavement to the depth specified, 43 c. Provide a milled surface that provides a uniform surface free from gouges, 44 ridges,oil film,and other imperfections of workmanship with a uniform 45 textured appearance. CITY OF FORT WORTH 2014 CIP CONCRETE SIDEWALK CONTRACT 2 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 02587 Revised December 20,2012 024115-5 PAVING REMOVAL Page 5 of 6 1 d. In all situations where the existing H.M.A.C. surface contacts the curb face,the 2 wedge milling includes the removal of the existing asphalt covering the gutter 3 up to and along the face of curb. 4 e. Perform wedge or surface milling operation in a continuous manner along both 5 sides of the street or as directed. 6 4. Butt Joint Milling 7 a. Mill butt joints into the existing surface,in association with the wedge milling 8 operation. 9 b. Butt joint will provide a full width transition section and a constant depth at the 10 point where the new overlay is terminated. 11 c. Typical locations for butt joints are at all beginning and ending points of streets 12 where paving material is removed. Prior to the milling of the butt joints, 13 consult with the City for proper location and limits of these joints. 14 d. Butt Milled joints are required on both sides of all railroad tracks and concrete 15 valley gutters,bridge decks and culverts and all other items which transverse 16 the street and end the continuity of the asphalt surface. 17 e. Make each butt joint 20 feet long and milled out across the full width of the 18 street section to a tapered depth of 2 inch. 19 f. Taper the milled area within the 20-feet to a depth from 0-inch to 2-inch at a 20 line adjacent to the beginning and ending points or intermediate transverse 21 items. .22 g. Provide a temporary wedge of asphalt at all butt joints to provide a smooth ride 23 over the bump. 24 G. Remove Brick Paving 25 1. Remove masonry paving units to the limits specified in the plans or as directed by 26 the City. 27 2. Salvage existing bricks for re-use,clean,palletize,and deliver to the City Stock pile 28 yard at 3300 Yuma Street or as directed. 29 H. Pavement Pulverization 30 1. Pulverization 31 a. Pulverize the existing pavement to depth of 8 inches. See Section 32 1133. 32 b. Temporarily remove and store the 8-inch deep pulverized material,then cut the 33 base 2 inches. 34 c. Start 2-inch base cut at a depth of 8 inches from the existing pulverized surface. 35 2. Cement Application 36 a. Use 3.5%Portland cement. 37 b. See Section 32 1133. 38 3. Mixing: see Section 32 1133. 39 4. Compaction: see Section 32 1133. 40 5. Finishing: see Section 32 1133. 41 6. Curing: see Section 32 11 33. 42 7. If the existing pavement has a combination of 10 inches of H.M.A.C.and crushed 43 stone/gravel: 44 a. Undercut not required 45 b. Pulverize 10 inches deep. 46 c. Remove 2-inch the total pulverized amount. CITY OF FORT WORTH 2014 CIP CONCRETE SIDEWALK CONTRACT 2 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 02587 Revised December 20,2012 024115-6 PAVING REMOVAL Page 6 of 6 1 I. Remove speed cushion 2 1. Scrape or sawcut speed cushion from existing pavement without damaging existing 3 pavement. - 4 3.5 REPAIR[NOT USED] 5 3.6 RE-INSTALLATION[NOT USED] 6 3.7 FIELD QUALITY CONTROL[NOT USED] 7 3.8 SYSTEM STARTUP[NOT USED] 8 3.9 ADJUSTING[NOT USED] 9 3.10 CLEANING[NOT USED] 10 3.11 CLOSEOUT ACTIVITIES [NOT USED] 11 3.12 PROTECTION[NOT USED] 12 3.13 MAINTENANCE[NOT USED] 13 3.14 ATTACHMENTS[NOT USED] 14 END OF SECTION 15 Revision Log DATE NAME SUMMARY OF CHANGE 12/20/2012 D.Johnson 1.2.A—modified payment requirements on utility projects 16 CITY OF FORT WORTH 2014 CIP CONCRETE SIDEWALK CONTRACT 2 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 02587 Revised December 20,2012 311000-1 SITE CLEARING Page 1 of 5 1 SECTION 3110 00 2 SITE CLEARING 3 PART1 - GENERAL 4 1.1 SUMMARY 5 A. Section Includes: 6 1. Preparation of right-of-way and other designated areas for construction operations 7 by removing and disposing of all obstructions including clearing and grubbing and 8 trees,when removal of such obstructions is not specifically shown on the Drawings 9 to be paid by other Sections. The City of Fort Worth's Urban Forestry Ordinance 10 governs all tree removals. 11 B. Deviations from this City of Fort Worth Standard Specification 12 1. None. 13 C. Related Specification Sections include but are not necessarily limited to 14 1. Division 0—Bidding Requirements,Contract Forms and Conditions of the Contract 15 2: Division 1—General Requirements 16 3. Section 02 41 13—Selective Site Demolition 17 4. Section 02 41 14—Utility Removal/Abandonment 18 1.2 PRICE AND PAYMENT PROCEDURES 19 A. Measurement and Payment 20 1. Site Clearing 21 a. Measurement 22 1) Measurement for this Item shall be by lump sum. 23 b. Payment 24 1) The work performed and the materials furnished in accordance with this 25 Item shall be paid for at the lump sum price bid for"Site Clearing". 26 c. The price bid shall include: 27 1) Pruning of designated trees and shrubs 28 2) Removal and disposal of trees,structures and obstructions 29 3) Backfilling of holes 30 4) Clean-up 31 2. Tree Removal(typically included in"Site Clearing",but should be used if"Site 32 Clearing"is not a bid item) 33 a. Measurement 34 1) Measurement for this Item shall be per each. 35 b. Payment 36 1) The work performed and the materials furnished in accordance with this 37 Item shall be paid for at the unit price bid per each"Tree Removal"for: 38 a) Various caliper ranges 39 c. The price bid shall include: 40 1) Pruning of designated trees and shrubs 41 2) Removal and disposal of structures and obstructions CITY OF FORT WORTH 2014 CIP CONCRETE SIDEWALK,CONTRACT 2 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 02587 Revised December 20,2012 311000-2 SITE CLEARING Page 2 of 5 1 3) Grading and backfilling of holes 2 4) Excavation 3 5) Fertilization 4 6) Clean-up 5 3. Tree Removal and Transplantation 6 a. Measurement 7 1) Measurement for this Item shall be per each. 8 b. Payment 9 1) The work performed and the materials furnished in accordance with this 10 Item shall be paid for at the unit price bid per each"Tree Transplant"for: 11 a) Various caliper ranges 12 c. The price bid shall include: 13 1) Pruning of designated trees and shrubs 14 2) Removal and disposal of structures and obstructions 15 3) Moving tree with truck mounted tree spade 16 4) Grading and backfilling.of holes 17 5) Replanting tree at temporary location(determined by Contractor) 18 6) Maintaining tree until Work is completed 19 7) Replanting tree into original or designated location 20 8) Excavation 21 9) Fertilization 22 10) Clean-up 23 1.3 REFERENCES[NOT USED] 24 1.4 ADMINSTRATIVE REQUIREMENTS 25 A. Permits 26 1. Contractor shall obtain Tree Removal Permits and Urban Forestry Permits as 27 required by the City's Tree Ordinance. (www.FortWorthTexas.gov) 28 B. Preinstallation Meetings 29 1. Hold a preliminary site clearing meeting and include the Contractor,City Arborist, 30 City Inspector,and the Project Manager for the purpose of reviewing the 31 Contractor's tree removal plan. Clearly mark all trees to remain on the project site 32 prior to the meeting. 33 2. The Contractor will provide the City with a Disposal Letter in accordance to 34 Division 01. 35 1.5 SUBMITTALS[NOT USED] 36 1.6 ACTION SUBMITTALSANFORMATIONAL SUBMITTALS [NOT USED] 37 1.7 CLOSEOUT SUBMITTALS [NOT USED] 38 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 39 1.9 QUALITY ASSURANCE[NOT USED] 40 1.10 DELIVERY,STORAGE,AND HANDLING[NOT USED] 41 1.11 FIELD CONDITIONS[NOT USED] CITY OF FORT WORTH 2014 CIP CONCRETE SIDEWALK,CONTRACT 2 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 02587 Revised December 20,2012 311000-3 SITE CLEARING Page 3 of 5 1 1.12 WARRANTY[NOT USED] 2 PART 2- PRODUCTS[NOT USED] 3 PART 3- EXECUTION 4 3.1 INSTALLERS [NOT USED] 5 3.2 EXANIINATION[NOT USED] 6 3.3 PREPARATION 7 A. All trees identified to be protected and/or preserved should be clearly flagged with 8 survey tape. 9 B. Following taping and prior to any removals or site clearing,the Contractor shall meet 10 with the City,the Engineer and the Landowner,if necessary,to confirm trees to be 11 saved. 12 3.4 INSTALLATION 13 A. Protection of Trees 14 1. Protect designated trees and prune trees and shrubs as shown on the Drawings. 15 Refer to the Drawings for tree protection details. 16 2. If the Drawings do not provide tree protection details,protected trees shall be 17 fenced by placing 6-foot tall metal T-posts in a square around the tree trunk with 18 the corners located on the canopy drip line,unless instructed otherwise. 19 3. When site conditions do not allow for the T-posts to be installed at the drip line,the 20 T-posts may be installed no less than 8 feet from the tree trunk. 4-foot high 121/2 21 gauge stock fencing or orange plastic snow fence shall be attached to the T-posts to 22 form the enclosure. 23 4. Do not park equipment,service equipment,store materials,or disturb the root area 24 under the branches of trees designated for preservation. 25 5. When shown on the Drawings,treat cuts on trees with an approved tree wound 26 dressing within 20 minutes of making a pruning cut or otherwise causing damage to 27 the tree. 28 6. Trees and brush shall be mulched on-site. 29 a. Burning as a method of disposal is not allowed. 30 B. Hazardous Materials 31 1. The Contractor will notify the Engineer immediately if any hazardous or 32 questionable materials not shown on the Drawings are encountered. This includes; 33 but not limited to: 34 a. Floor tiles 35 b. Roof tiles 36 c. Shingles 37 d. Siding 38 e. Utility piping CITY OF FORT WORTH 2014 CEP CONCRETE SIDEWALK,CONTRACT 2 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 02587 Revised December 20,2012 311000-4 SITE CLEARING Page 4 of 5 1 2. The testing,removal,and disposal of hazardous materials will be in accordance 2 with Division 1. 3 C. Site Clearing 4 1. Clear areas shown on the Drawings of all obstructions,except those landscape 5 features that are to be preserved. Such obstructions include,but are not limited to: 6 a. Remains of buildings and other structures 7 b. Foundations 8 c. Floor slabs 9 d. Concrete 10 e. Brick 11 f. Lumber 12 g. Plaster 13 h. Septic tank drain fields 14 i. Abandoned utility pipes or conduits 15 j. Equipment 16 k. Trees 17 1. Fences 18 m. Retaining walls 19 n. Other items as specified on the Drawings 20 2. Remove vegetation and other landscape features not designated for preservation, 21 whether above or below ground,including,but not limited to: 22 a. Curb and gutter 23 b. Driveways 24 c. Paved parking areas 25 d. Miscellaneous stone 26 e. Sidewalks 27 f. Drainage structures 28 g. Manholes 29 h. Inlets 30 i. Abandoned railroad tracks 31 j. Scrap iron 32 k. Other debris 33 3. Remove culverts,storm sewers,manholes,and inlets in proper sequence to 34 maintain traffic and drainage in accordance with Section 02 41 14. 35 4. In areas receiving embankment,remove obstructions not designated for 36 preservation to 2 feet below natural ground. 37 5. In areas to be excavated,remove obstructions to 2 feet below the excavation level. 38 6. In all other areas,remove obstructions to 1 foot below natural ground. 39. 7. When allowed by the Drawings or directed by the Engineer,cut trees and stumps 40 off to ground level. 41 a. -Removal of existing structures shall be as per Section 02 41 13. 42 D. Disposal 43 1. Dispose of all trees within 24 hours of removal. 44 2. All materials and debris removed becomes the property of the Contractor,unless t 45 otherwise stated on the Drawings. 46 3. The Contractor will dispose of material and debris off-site in accordance with local, 47 state,and federal laws and regulations. CITY OF FORT WORTH 2014 CIP CONCRETE SIDEWALK,CONTRACT 2 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 02587 Revised December 20,2012 311000-5 SITE CLEARING Page 5 of 5 1 3.5 REPAIR[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 Revision Log DATE NAME SUMMARY OF CHANGE 12/20/2012 D.Johnson 1.4.A Permits: Removed ordinance number and added City's website address 13 CITY OF FORT WORTH 2014 CIP CONCRETE SIDEWALK,CONTRACT 2 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 02587 Revised December 20,2012 312316-1 UNCLASSIFIED EXCAVATION Page 1 of 5 1 SECTION 312316 2 UNCLASSIFIED EXCAVATION 3 PART1- 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 involving the excavation of on-site materials 14 B. Deviations from this City of Fort Worth Standard Specification 15 C. Related Specification Sections include,but are not necessarily limited to: 16 1. Division 0—Bidding Requirements,Contract Forms and Conditions of the Contract 17 2. Division 1—General Requirements 18 3. Section 3123 23—Borrow 19 4. Section 3124 00—Embankments 20 1.2 PRICE AND PAYMENT PROCEDURES 21 A. Measurement and Payment% 22 a. Excavation by Plan Quantity Measurement 23 1) Measurement for this Item shall be by the cubic yard in its final position 24 using the average end area method.Limits of measurement are shown on 25 the Drawings. 26 2) When measured by the cubic yard in its final position,this is a plans 27 quantity measurement Item.The quantity to be paid is the quantity shown 28 in the proposal,unless modified by Article 11.04 of the General 29 Conditions.Additional measurements or calculations will be made if 30 adjustments of quantities are required. 31 b. Payment 32 1) The work performed and materials furnished in accordance with this Item 33 and measured as provided under"Measurement''will be paid for at the unit 34 price bid per cubic yard of"Unclassified Excavation by Plan". No additional 35 compensation will be allowed for rock or shrinkage/swell factors,as these are 36 the Contractor's responsibility. 37 c. The price bid shall include: 38 1) Excavation 39 2) Excavation Safety 40 3) Drying 41 4) Dust Control 42 5) Reworking or replacing the over excavated material in rock cuts CITY OF FORT WORTH 2014 CIP CONCRETE SIDEWALK,CONTRACT 2 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 02587 Revised January 28,2013 312316-4 UNCLASSIFIED EXCAVATION Page 4 of 5 1 1.12 WARRANTY[NOT USED] 2 PART 2- PRODUCTS[NOT USED] 3 2.1 OWNER-FURNISHED[NOT USED] 4 2.2 PRODUCT TYPES AND MATERIALS 5 A. Materials 6 1. Unacceptable Fill Material 7 a. In-situ soils classified as ML,MH,PT,OL or OH in accordance with ASTM 8 D2487 9 PART 3- EXECUTION 10 3.1 INSTALLERS [NOT USED] 11 3.2 EXAMINATION[NOT USED] 12 3.3 PREPARATION[NOT USED] 13 3.4 CONSTRUCTION 14 A. Accept ownership of unsuitable or excess material and dispose of material off-site 15 accordance with local, state,and federal regulations at locations. 16 B. Excavations shall be performed in the dry,and kept free from water, snow and ice 17 during construction with eh exception of water that is applied for dust control. 18 C. Separate Unacceptable Fill Material from other materials,remove from the Site and 19 properly dispose according to disposal plan. 20 D. Maintain drainage in the excavated area to avoid damage to the roadway sections and 21 proposed or existing structures. 22 E. Correct any damage to the subgrade caused by weather,at no additional cost to the 23 City. 24 F. Shape slopes to avoid loosening material below or outside the proposed grades. 25 Remove and dispose of slides as directed. 26 G. Rock Cuts 27 1. Excavate to finish grades. 28 2. In the event of over excavation due to contractor error below the lines and grades 29 established in the Drawings,use approved embankment material compacted in 30 accordance with Section 3124 00 to replace the over excavated at no additional 31 cost to City. 32 H. Earth Cuts 33 1. Excavate to finish subgrade CITY OF FORT WORTH 2014 CIP CONCRETE SIDEWALK,CONTRACT 2 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 02587 Revised January 28,2013 312316-5 UNCLASSIFIED EXCAVATION Page 5 of 5 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 3124 00 to replace the over excavated at no additional 4 cost to City. 5 3. Manipulate and compact subgrade in accordance with Section 3124 00. 6 3.5 REPAIR[NOT USED] 7 3.6 RE-INSTALLATION[NOT USED] 8 3.7 FIELD QUALITY CONTROL 9 A. Subgrade Tolerances 10 1. Excavate to within 0.1 foot in all directions. 11 2. In areas of over excavation,Contractor provides fill material approved by the City 12 at no expense to the City. 13 3.8 SYSTEM STARTUP[NOT USED] 14 3.9 ADJUSTING[NOT USED] 15 3.10 CLEANING[NOT USED] 16 3.11 CLOSEOUT ACTIVITIES [NOT USED] 17 3.12 PROTECTION[NOT USED] 18 3.13 MAINTENANCE[NOT USED] 19 3.14 ATTACHMENTS[NOT USED] 20 END OF SECTION Revision Log DATE NAME SUMMARY OF CHANGE 12/20/2012 D.Johnson 1.2-Measurement and Payment Section modified;Blue Text added for clarification 1/28/13 D.Johnson 1.2—Modified Bid Item name_s in payment section to differentiate between Payment Methods on bid list. 21 CITY OF FORT WORTH 2014 CIP CONCRETE SIDEWALK,CONTRACT 2 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 02587 Revised January 28,2013 321313-1 CONCRETE PAVING Page 1 of 21 1 SECTION 32 13 13 2 CONCRETE PAVING 3 PART1- GENERAL 4 1.1 SUMMARY 5 A. Section includes: 6 1. Finished pavement constructed of portland cement concrete including 7 monolithically poured curb on the prepared subgrade or other base course. 8 B. Deviations from this City of Fort Worth Standard Specification 9 1. None. 10 C. Related Specification Sections include,but are not necessarily limited to: 11 1. Division 0-Bidding Requirements,Contract Forms,and Conditions of the Contract 12 2. Division 1-General Requirements 13 3. Section 32 0129-Concrete Paving Repair 14 4. Section 3213 73-Concrete Paving Joint Sealants 15 1.2 PRICE AND PAYMENT PROCEDURES 16 A. Measurement 17 1. Measurement 18 a. Measurement for this Item shall be by the square yard of completed and 19 accepted Concrete Pavement in its final position as measured from back of curb 20 for various: 21 1) Classes 22 2) Thicknesses 23 2. Payment 24 a. The work performed and materials furnished in accordance with this Item will 25 be paid for at the unit price bid per square yard of Concrete Pavement. 26 3. The price bid shall include: 27 a. Shaping and fine grading the placement area 28 b. Furnishing and applying all water required 29 c. Furnishing,loading and unloading,storing,hauling and handling all concrete 30 ingredients including all freight and royalty involved 31 d. Mixing,placing,finishing and curing all concrete 32 e. Furnishing and installing all reinforcing steel 33 f. Furnishing all materials and placing longitudinal,warping,expansion,and 34 contraction joints,including all steel dowels,dowel caps and load transmission 35 units required,wire and devices for placing,holding and supporting the steel 36 bar,load transmission units,and joint filler material in the proper position;for .37 coating steel bars where required by the Drawings 38 g. Sealing joints 39 h. Monolithically poured curb 40 i. Cleanup CITY OF FORT WORTH 2014 CIP CONCRETE SIDEWALK,CONTRACT 2 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 02587 Revised December 20,2012 321313-2 CONCRETE PAVING Page 2 of 21 1 1.3 REFERENCES 2 A. Reference Standards 3 1. Reference standards cited in this specification refer to the current reference standard 4 published at the time of the latest revision date logged at the end of this 5 specification,unless a date is specifically cited. 6 2. ASTM International(ASTM): 7 a. A615/A615M,Deformed and Plain Billet-Steel Bars for Concrete 8 Reinforcement . 9 b. C31,Standard Practice for Making and Curing Concrete Test Specimens in the 10 Field 11 c. C33,Concrete Aggregates 12 d. C39,Standard Test Method for Compressive Strength of Cylindrical Concrete 13 Specimens 14 e. C42,Standard Test Method for Obtaining and Testing Drilled Cores and Sawed 15 Beams of Concrete 16 f. C94/C94M,Standard Specifications for Ready-Mixed Concrete 17 g. C150,Portland Cement 18 h. C156,Water Retention by Concrete Curing Materials 19 i. C172,Standard Practice for Sampling Freshly Mixed Concrete 20 j. C260,Air Entraining Admixtures for Concrete 21 k. C309,Liquid Membrane-Forming Compounds for Curing Concrete,Type 2 22 1. C494,Chemical Admixtures for Concrete,Types"A","D", "F"and"G" 23 m. C618,Coal Fly Ash and Raw or Calcined Natural Pozzolan for use as a Mineral 24 Admixture in Concrete 25 n. C881, Standard Specification for Epoxy-Resin-Base Bonding Systems for 26 Concrete 27 o. C1064,Standard Test Method for Temperature of Freshly Mixed Hydraulic- 28 Cement Concrete 29 p. C1602,Standard Specification for Mixing Water Used in the Production of 30 Hydraulic Cement Concrete. 31 q. D698,Laboratory Compaction Characteristics of Soil Using Standard Effort 32 (12,400 ft-lbf/ft3) 33 3. American Concrete Institute(ACI): 34 a. ACI 305.1-06 Specification for Hot Weather Concreting 35 b. ACI 306.1-90,Standard Specification for Cold Weather Concreting 36 c. ACI 318 37 1.4 ADMINISTRATIVE REQUIREMENTS [NOT USED] 38 1.5 SUBMITTALS [NOT USED] 39 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS 40 A. Mix Design: submit for approval. See Item 2A.A. CITY OF FORT WORTH 2014 CIP CONCRETE SIDEWALK,CONTRACT 2 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 02587 Revised December 20,2012 r 321313-3 CONCRETE PAVING Page 3 of 21 1 1.7 CLOSEOUT SUBMITTALS [NOT USED] 2 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 3 1.9 QUALITY ASSURANCE[NOT USED] 4 1.10 DELIVERY,STORAGE,AND HANDLING[NOT USED] 5 1.11 FIELD CONDITIONS 6 A. Weather Conditions 7 1. Place concrete when concrete temperature is between 40 and 100 degrees when 8 measured in accordance with ASTM C1064 at point of placement. 9 2. Hot Weather Concreting 10 a. Take immediate corrective action or cease paving when the ambient 11 temperature exceeds 95 degrees. 12 b. Concrete paving operations shall be approved by the City when the concrete 13 temperature exceeds 100 degrees. See Standard Specification for Hot Weather 14 Concreting(ACI 305.1-06). 15 3. Cold Weather Concreting 16 a. Do not place when ambient temp in shade is below 40 degrees and falling. 17 Concrete may be placed when ambient temp is above 35 degrees and rising or 18 above 40 degrees. 19 b. Concrete paving operations shall be approved by the City when ambient 20 temperature is below 40 degrees. See Standard Specification for Cold Weather 21 Concreting(ACI 306.1-90). 22 B. Time: Place concrete after sunrise and no later than shall permit the finishing of the 23 pavement in natural light,or as directed by the City. 24 1.12 WARRANTY[NOT USED] 25 PART 2- PRODUCTS 26 2.1 OWNER-FURNISHED PRODUCTS [NOT USED] 27 2.2 MATERIALS 28 A. Cementitious Material: ASTM C150. 29 B. Aggregates: ASTM C33. 30 C. Water: ASTM C1602. 31 D. Admixtures: When admixtures are used,conform to the appropriate specification: 32 1. Air-Entraining Admixtures for Concrete:ASTM C260. 33 2. Chemical Admixtures for Concrete:ASTM C494,Types"A","D","F"and"G." 34 3. Fly Ash 35 a. Coal Fly Ash and Raw or Calcined Natural Pozzolan for Use in Concrete: 36 ASTM C618. 37 b. Fly ash may be substituted at one pound per pound of cement up to 25%of the 38 specified cement content when such batch design is approved by the Engineer. CITY OF FORT WORTH 2014 CIP CONCRETE SIDEWALK,CONTRACT 2 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 02587 Revised December 20,2012 f 321313-4 CONCRETE PAVING Page 4 of 21 1 E. Steel Reinforcement: ASTM A615. 2 F. Steel Wire Reinforcement: Not used for concrete pavement. 3 G. Dowels and Tie Bars 4 1. Dowel and tie bars:ASTM A615. 5 2. Dowel Caps 6 a. Provide dowel caps with enough range of movement to allow complete closure 7 of the expansion joint. 8 b. Caps for dowel bars shall be of the length shown on the Drawings and shall 9 have an internal diameter sufficient to permit the cap to freely slip over the bar. 10 c. In no case shall the internal diameter exceed the bar diameter by more 1/8 inch, 11 and one end of the cap shall be rightly closed. 12 3. Epoxy for Dowel and Tie Bars:ASTM C881. 13 a. See following table for approved producers of epoxies and adhesives 14 Pre-Qualified Producers of Epoxies and Adhesives Product Name Producer Concresive 1420 BASF HTE-50 Hilo T 308+ Powers Fasteners P E 1000+ Powers Fasteners C-6 Ramset-Redhead Epcon G-5 Ramset-Redhead Pro-Poxy-300 Fast Tube Unitex Shep-Poxy TxEJ CMC Construction Services Ultrabond 1300 Tubes Adhesives Technology Ultrabone 2300 N.S.A-22-2300 Adhesives Technology Slow Set Dynapoxy EP-430 Pecora Corp. EDOT Simpson Strong Tie ET22 Simpson Strong Tie SET 22 Simpson Strong Tie SpecPoxy 3000FS SpecChem 15 16 b. Epoxy Use,Storage and Handling 17 1) Package components in airtight containers and protect from light and 18 moisture. 19 2) Include detailed instructions for the application of the material and all 20 safety information and warnings regarding contact with the components. 21 3) Epoxy label requirements 22 a) Resin or hardener components 23 b) Brand name 24 c) Name of manufacturer CITY OF FORT WORTH 2014 CIP CONCRETE SIDEWALK,CONTRACT 2 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 02587 Revised December 20,2012 321313-7 CONCRETE PAVING Page 7 of 21 1 d. No concrete maybe placed on the job site until the mix design has been 2 approved by the City. 3 2. Quality of Concrete 4 a. Consistency 5 1) In general,the consistency of concrete mixtures shall be such that: 6 a) Mortar shall cling to the coarse aggregate 7 b) Aggregate shall not segregate in concrete when it is transported to the 8 place of deposit 9 c) Concrete,when dropped directly from the discharge chute of the mixer, 10 shall flatten out at the center of the pile,but the edges of the pile shall 11 stand and not flow 12 d) Concrete and mortar shall show no free water when removed from the 13 mixer 14 e) Concrete shall slide and not flow into place when transported in metal 15 chutes at an angle of 30 degrees with the horizontal 16 f) Surface of the finished concrete shall be free from a surface film or 17 laitance 18 2) When field conditions are such that additional moisture is needed for the 19 final concrete surface finishing operation,the required water shall be 20 applied to the surface by hand sprayer only and be held to a minimum 21 amount. 22 3) The concrete shall be workable,cohesive,possess satisfactory finishing 23 qualities and be of the stiffest consistency that can be placed and vibrated 24 into a homogeneous mass. 25 4) Excessive bleeding shall be avoided. 26 5) If the strength or consistency required for the class of concrete being 27 produced is not secured with the.minimum cement specified or without 28 exceeding the maximum water/cement ratio,the Contractor may use,or the 29 City may require,an approved cement dispersing agent(water reducer); or 30 the Contractor shall furnish additional aggregates,or aggregates with 31 different characteristics,or the Contractor may use additional cement in 32 order to produce the required results. 33 6) The additional cement may be permitted as a temporary measure,until 34 aggregates are changed and designs checked with the different aggregates 35 or cement dispersing agent. 36 7) The Contractor is solely responsible for the quality of the concrete 37 produced. 38 8) The City reserves the right to independently verify the quality of the 39 concrete through inspection of the batch plant,testing of the various 40 materials used in the concrete and by casting and testing concrete cylinders 41 or beams on the concrete actually incorporated in the pavement. 42 b. Standard Class 43 1) Unless otherwise shown on the Drawings or detailed specifications,the 44 standard class for concrete paving for streets and alleys is shown in the 45 following table: 46 CITY OF FORT WORTH 2014 CIP CONCRETE SIDEWALK,CONTRACT 2 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 02587 Revised December 20,2012 321313-8 CONCRETE PAVING Page 8 of 21 1 Standard Classes of Pavement Concrete Class of Minimum 28 Day Min. Maximum Course Concrete' Cementitious, Compressive, Water/ Aggregate Lb./CY Strength Cementitious, Maximum psi Ratio Size inch P 517 3600 0.49 1-1/2 H 564 4500 0.45 1-1/2 2 1.All exposed horizontal concrete shall have entrained-air. 3 2.Minimum Compressive Strength Required. 4 5 2) Machine-Laid concrete: Class P 6 3) Hand-Laid concrete:Class H 7 c. High Early Strength Concrete(HES) 8 1) When shown on the Drawings or allowed,provide Class HES concrete for 9 very early opening of pavements area or leaveouts to traffic. 10 2) Design class HES to meet the requirements of class specified for concrete 11 pavement and a minimum compressive strength of 2,600 psi in 24 hours, 12 unless other early strength and time requirements are shown on the 13 Drawings allowed. 14 3) No strength overdesign is required. 15 16 Standard Classes of Pavement Concrete Class of Minimum 28 Day Min. Maximum Course Concrete' Cementitious Compressive Water/ Aggregate Lb./CY Strength2 Cementitious Maximum psi Ratio Size, inch HES 564 4500 0.45 1-1/2 17 18 d. Slump 19 1) Slump requirements for pavement and related concrete shall be as specified 20 in the following table: 21 22 Concrete Pavement Slump Requirements Concrete Use Recommended Maximum Design Acceptable and Placement Placement Slump, Slump, inch inch Slip-Form/For-in-Riding Paving 1-1/2 3 Hand Formed Paving 4 5 Sidewalk,Curb and Gutter,Concrete 4 5 Valley Gutter and Other Miscellaneous Concrete 23 24 2) No concrete shall be permitted with slump in excess of the maximums 25 shown. _ CITY OF FORT WORTH 2014 CIP CONCRETE SIDEWALK,CONTRACT 2 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 02587 Revised December 20,2012 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, 13 tamping,and surface floating necessary to finish the freshly placed concrete in such 14 a manner as to provide a dense and homogeneous pavement. 15 3. Machine-Laid Concrete Pavement 16 a. Fixed-Form Paver. Fixed-form paving equipment shall be provided with forms 17 that are uniformly supported on a very firm subbase to prevent sagging under 18 the weight of machine. 19 b. Slip-Form Paver 20 1) Slip-form paving equipment shall be provided with traveling side forms of 21 sufficient dimensions,shape and strength so as to support the concrete 22 laterally for a sufficient length of time during placement. 23 2) City may reject use of Slip-Form Paver if paver requires over-digging and 24 impacts trees,mailboxes or other improvements. 25 4. Hand-Laid Concrete Pavement 26 a. Machines that do not incorporate these features,such as roller screeds or 27 vibrating screeds,shall be considered tools to be used in hand-laid concrete 28 construction, as slumps,spreading methods,vibration,and other procedures are 29 more common to hand methods than to machine methods. 30 5. City may reject equipment and stop operation if equipment does not meet 31 requirements. 32 B. Concrete Mixing and Delivery 33 1. Transit Batching: shall not be used—onsite mixing not permitted 34 2. Ready Mixed Concrete 35 a. The concrete shall be produced in an approved method conforming to the 36 requirements of this specification and ASTM C94/C94M.City shall have access 37 ready mix to get samples of materials. 38 b. City shall have access to ready mix plant to obtain material samples. 39 c. When ready-mix concrete is used,sample concrete per ASTM C94 Alternate 40 Procedure 2: 41 1) As the mixer is being emptied,individual samples shall be taken after the 42 discharge of approximately 15 percent and 85 percent of the load. CITY OF FORT WORTH 2014 CIP CONCRETE SIDEWALK,CONTRACT 2 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 02587 Revised December 20,2012 32 13 13-10 CONCRETE PAVING Page 10 of 21 1 2) The method of sampling shall provide that the samples are representative of 2 widely separated portions,but not from the very ends of the batch. 3 d. The mixing of each batch,after all materials are in the drum,shall continue until 4 it produces a thoroughly mixed concrete of uniform mass as determined by 5 established mixer performance ratings and inspection,or appropriate uniformity 6 tests as described in ASTM C94. 7 e. The entire contents of the drum shall be discharged before any materials are 8 placed therein for the succeeding batch. 9 f. Retempering or remixing shall not be permitted. 10 3. Delivery 11 a. Deliver concrete at an interval not exceeding 30 minutes or as determined by 12 City to prevent cold joint. 13 4. Delivery Tickets 14 a. For all operations,the manufacturer of the concrete shall,before unloading, 15 furnish to the purchaser with each batch of concrete at the site a delivery ticket 16 on which is printed,stamped, or written,the following information to determine 17 that the concrete was proportioned in accordance with the approved mix design: 18 1) Name of concrete supplier 19 2) Serial number of ticket 20 3) Date 21 4) Truck number 22 5) Name of purchaser 23 6) Specific designation of job(name and location) 24 7) Specific class,design identification and designation of the concrete in 25 conformance with that employed in job specifications 26 8) Amount of concrete in cubic yards 27 9) Time loaded or of first mixing of cement and aggregates 28 10)Water added by receiver of concrete 29 11)Type and amount of admixtures 30 C. Subgrade 31 1. When manipulation or treatment of subgrade is required on the Drawings,the work 32 shall be performed in proper sequence with the preparation of the subgrade for 33 pavement. 34 2. The roadbed shall be excavated and shaped in conformity with the typical sections 35 and to the lines and grades shown on the Drawings or established by the City. 36 3. All holes,ruts and depressions shall be filled and compacted with suitable material 37 and,if required,the subgrade shall be thoroughly wetted and reshaped. 38 4. Irregularities of more than 1/2 inch.,as shown by straightedge or template, shall be 39 corrected. 40 5. The subgrade shall be uniformly compacted to at least 95 percent of the maximum 41 density as determined by ASTM D698. 42 6. Moisture content shall be within minus 2 percent to plus 4 percent of optimum. 43 7. The prepared subgrade shall be wetted down sufficiently in advance of placing the 44 pavement to ensure its being in a firm and moist condition. 45 8. Sufficient subgrade shall be prepared in advance to ensure satisfactory prosecution 46 of the work. CITY OF FORT WORTH 2014 CIP CONCRETE SIDEWALK,CONTRACT 2 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 02587 Revised December 20,2012 32 13 13-11 CONCRETE PAVING Page 11 of 21 1 9. The Contractor shall notify the City at least 24 hours in advance of its intention to 2 place concrete pavement. 3 10. After the specified moisture and density are achieved,the Contractor shall maintain 4 the subgrade moisture and density in accordance with this Section. 5 11. In the event that rain or other conditions may have adversely affected the condition 6 of the subgrade or base,additional tests may be required as directed by the City. 7 D. Placing and Removing Forms 8 1. Placing Forms 9 a. Forms for machine-laid concrete 10 1) The side forms shall be metal,of approved cross section and bracing,of a 11 height no less than the prescribed edge thickness of the concrete section, 12 and a minimum of 10 feet in length for each individual form. 13 2) Forms shall be of ample strength and staked with adequate number of pins 14 capable of resisting the pressure of concrete placed against them and the 15 thrust and the vibration of the construction equipment operating upon them 16 without appreciable springing,settling or deflection. 17 3) The forms shall be free from warps,bends or kinks and shall show no 18 variation from the true plane for face or top. 19 4) Forms shall be jointed neatly and tightly and set with exactness to the 20 established grade and alignment, 21 5) Forms shall be set to line and grade at least 200 feet,where practicable,in 22 advance of the paving operations. 23 6) In no case shall the base width be less than 8 inches for a form 8 inches or 24 more in height. 25 7) Forms must be in firm contact with the subgrade throughout their length 26 and base width. 27 8) If the subgrade becomes unstable,forms shall be reset,using heavy stakes 28 or other additional supports may be necessary to provide the required 29 stability. 30 b. Forms for hand-laid concrete 31 1) Forms shall extend the full depth of concrete and be a minimum of 1-1/2 32 inches in thickness or equivalent when wooden forms are used,or be of a 33 gauge that shall provide equivalent rigidity and strength when metal forms 34 are used. 35 2) For curves with a radius of less than 250 feet,acceptable flexible metal or 36 wood forms shall be used. 37 3) All forms showing a deviation of 1/8 inch in 10 feet from a straight line 38 shall be rejected. 39 2. Settling. When forms settle over 1/8 inch under finishing operations,paving 40 operations shall be stopped the forms reset to line and grade and the pavement then 41 brought to the required section and thickness. 42 3. Cleaning. Forms shall be thoroughly cleaned after each use. 43 4. Removal. 44 a. Forms shall remain in place until the concrete has taken its final set. 45 b. Avoid damage to the edge of the pavement when removing forms. 46 c. Repair damage resulting from form removal and honeycombed areas with a 47 mortar mix within 24 hours after form removal unless otherwise approved. CITY OF FORT WORTH 2014 CIP CONCRETE SIDEWALK,CONTRACT 2 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 02587 Revised December 20,2012 32 13 13-12 CONCRETE PAVING Page 12 of 21 1 d. Clean joint face and repair honeycombed or damaged areas within 24 hours 2 after a bulkhead for a transverse construction joint has been removed unless 3 otherwise approved. 4 e. When forms are removed before 72 hours after concrete placement,promptly 5 apply membrane curing compound to the edge of the concrete pavement. 6 E. Placing Reinforcing Steel,Tie,and Dowel Bars 7 1. General 8 a. When reinforcing steel tie bars,dowels,etc.,are required they shall be placed 9 as shown on the Drawings. 10 b. All reinforcing steel shall be clean,free from rust in the form of loose or 11 objectionable scale,and of the type,size and dimensions shown on the 12 Drawings. 13 c. Reinforcing bars shall be securely wired together at the alternate intersections 14 and all splices and shall be securely wired at each intersection dowel and load- 15 transmission unit intersected. 16 d. All bars shall be installed in their required position as shown on the Drawings. 17 e. The storing of reinforcing or structural steel on completed roadway slabs 18 generally shall be avoided and,where permitted,such storage shall be limited 19 to quantities and distribution that shall not induce excessive stresses. 20 2. Splices 21 a. Provide standard reinforcement splices by lapping and tying ends. 22 b. Comply with ACI 318 for minimum lap of spliced bars where not specified on 23 the Drawings. 24 3. Installation of Reinforcing Steel 25 a. All reinforcing bars and bar mats shall be installed in the slab at the required 26 depth below the finished surface and supported by and securely attached to bar 27 chairs installed on prescribed longitudinal and transverse centers as shown by 28 sectional and detailed drawings on the Drawings. 29 b. Chairs Assembly. The chair assembly shall be similar and equal to that shown 30 on the Drawings and shall be approved by the City prior to extensive 31 fabrication. 32 c. After the reinforcing steel is securely installed above the subgrade as specified 33 in Drawings and as herein prescribed,no loading shall be imposed upon the 34 bar mats or individual bars before or during the placing or finishing of the 35 concrete. 36 4. Installation of Dowel Bars 37 a. Install through the predrilled joint filler and rigidly support in true horizontal 38 and vertical positions by an assembly of bar chairs and dowel baskets. 39 b. Dowel Baskets 40 1) The dowels shall be held in position exactly parallel to surface and 41 centerline of the slab,by a dowel basket that is left in the pavement. 42 2) The dowel basket shall hold each dowel in exactly the correct position so 43 firmly that the dowel's position cannot be altered by concreting operations. 44 c. Dowel Caps 45 1) Install cap to allow the bar to move not less than 1-1/4 inch in either 46 direction. 47 5. Tie Bar and Dowel Placement 48 a. Place at mid-depth of the pavement slab,parallel to the surface. CITY OF FORT WORTH 2014 CIP CONCRETE SIDEWALK,CONTRACT 2 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 02587 Revised December 20,2012 3213 13-13 CONCRETE PAVING Page 13 of 21 1 b. Place as shown on the Drawings. 2 6. Epoxy for Tie and Dowel Bar Installation 3 1) Epoxy bars as shown on the Drawings. 4 2) Use only drilling operations that do not damage the surrounding operations. 5 3) Blow out drilled holes with compressed air. 6 4) Completely fill the drilled hole with approved epoxy before inserting the tie 7 bar into the hole. 8 5) Install epoxy grout and bar at least 6 inches embedded into concrete. 9 F. Joints 10 1. Joints shall be placed where shown on the Drawings or where directed by the City. 11 2. The plane of all joints shall make a right angle with the surface of the pavement. 12 3. No joints shall have an error in alignment of more than 1/2 inch at any point. 13 4. Joint Dimensions 14 a. The width of the joint shall be shown on the Drawings,creating the joint 15 sealant reservoir. 16 b. The depth of the joint shall be shown on the Drawings. 17 c. Dimensions of the sealant reservoir shall be in accordance with manufacturer's 18 recommendations. 19 d. After curing,the joint sealant shall be 1/8 inch to 1/4 inch below the pavement 20 surface at the center of the joint. 21 5. Transverse Expansion Joints 22 a. Expansion joints shall be installed perpendicularly to the surface and to the 23 centerline of the pavement at the locations shown on the Drawings,or as 24 approved by the City. 25 b. Joints shall be of the design width,and spacing shown on the Drawings,or as 26 approved by the City. . 27 c. Dowel bars,shall be of the size and type shown on the Drawings,or as 28 approved by the City,and shall be installed at the specified spacing. 29 d. Support dowel bars with dowel baskets. 30 e. Dowels shall restrict the free opening and closing of the expansion join and 31 shall not make planes of weaknesses in the pavement. 32 f. Greased Dowels for Expansion Joints. 33 1) Coat dowels with a thin film of grease or other approved de-bonding 34 material. 35 2) Provide dowel caps on the lubricated end of each dowel bar. 36 g. Proximity to Existing Structures. When the pavement is adjacent to or around 37 existing structures,expansions joints shall be constructed in accordance with 38 the details shown on the Drawings. 39 6. Transverse Contraction Joints 40 a. Contraction or dummy joints shall be installed at the locations and at the 41 intervals shown on the Drawings. 42 b. Joints shall be of the design width,and spacing shown on the Drawings,or as 43 approved by the City. 44 c. Dowel bars, shall be of the size and type shown on the Drawings,or as 45 approved by the City,and shall be installed at the specified spacing. 46 d. Joints shall be sawed into the completed pavement surface as soon after initial 47 concrete set as possible so that some raveling of the concrete is observed in 48 order for the sawing process to prevent uncontrolled shrinkage cracking. CITY OF FORT WORTH 2014 CIP CONCRETE SIDEWALK,CONTRACT 2 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 02587 Revised December 20,2012 321313-14 CONCRETE PAVING Page 14 of 21 1 e. The joints shall be constructed by sawing to a 1/4 inch width and to a depth of 2 1/3 inch(1/4 inch permitted if limestone aggregate used)of the actual 3 pavement thickness,or deeper if so indicated on the Drawings. 4 f. Complete sawing as soon as possible in hot weather conditions and within a 5 maximum of 24 hours after saw cutting begins under cool weather conditions. 6 g. If sharp edge joints are being obtained,the sawing process shall be sped up to 7 the point where some raveling is observed. 8 h. Damage by blade action to the slab surface and to the concrete immediately 9 adjacent to the joint shall be minimized. 10 i. Any portion of the curing membrane which has been disturbed by sawing 11 operations shall be restored by spraying the areas with additional curing 12 compound. 13 7. Transverse Construction Joints 14 a. Construction joints formed at the close of each day's work or when the placing 15 of concrete has been stopped for 30-minutes or longer shall be constructed by 16 use of metal or wooden bulkheads cut true to the section of the finished 17 pavement and cleaned. 18 b. Wooden bulkheads shall have a thickness of not less than 2-inch stock material. 19 c. Longitudinal bars shall be held securely in place in a plane perpendicular to the 20 surface and at right angles to the centerline of the pavement. 21 d. Edges shall be rounded to 1/4 inch radius. 22 e. Any surplus concrete on the subgrade shall be removed upon the resumption of 23 the work. 24 8. Longitudinal Construction Joints 25 a. Longitudinal construction joints shall be of the type shown on the Drawings. 26 9. Joint Filler 27 a. Joinf filler shall be as specified in 2.2.I of the size and shape shown on the 28 Drawings. 29 b. Redwood Board joints shall be used for all pavement joints except for 30 expansion joints that are coincident with a butt joint against existing 31 pavements. 32 c. Boards with less than 25-percent of moisture at the time of installation shall be 33 thoroughly wetted on the job. 34 d. Green lumber of much higher moisture content is desirable and acceptable. 35 e. The joint filler shall be appropriately drilled to admit the dowel bars when 36 required. 37 f. The bottom edge of the filler shall extend to or slightly below the bottom of the 38 slab. The top edge shall be held approximately 1/2 inch below the finished 39 surface of the pavement in order to allow the finishing operations to be 40 continuous. 41 g. The joint filler may be composed of more than one length of board in the 42 length of joint,but no board of a length less than 6 foot may be used unless 43 otherwise shown on the Drawings. 44 h. After the removal of the side forms,the ends of the joints at the edges of the 45 slab shall be carefully opened for the entire depth of the slab. 46 10. Joint Sealing. Routine pavement joints shall be filled consistent with paving details 47 and as specified in Section 32 13 73. Materials shall generally be handled and 48 applied according to the manufacturer's recommendations as specified in Section 49 32 13 73. CITY OF FORT WORTH 2014 CIP CONCRETE SIDEWALK,CONTRACT 2 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 02587 Revised December 20,2012 32 13 13-15 CONCRETE PAVING Page 15 of 21 1 G. Placing Concrete 2 1. Unless otherwise specified in the Drawings,the finished pavement shall be 3 constructed monolithically and constructed by machined laid method unless 4 impractical. 5 2. The concrete shall be rapidly deposited on the subgrade in successive batches and 6 shall be distributed to the required depth and for the entire width of the pavement 7 by shoveling or other approved methods. 8 3. Any concrete not placed as herein prescribed within the time limits in the following 9 table will be rejected. Time begins when the water is added to the mixer. 10 Tem erature—Time Requirements Concrete Temperature Max Time—minutes Max Time—minutes (at point of placement) (no retarding agent) (with retarding agent)' Non-Agitated Concrete All temperatures 45 45 Agitated Concrete Above 90°F Time may be reduced by 75 city Above 75°F thru 90°F 60 90 75°F and Below 60 120 11 1 Normal dosage of retarder. 12 13 4. Rakes shall not be used in handling concrete. 14 5. At the end of the day,or in case of unavoidable interruption or delay of more than 15 30 minutes or longer to prevent cold joints,a transverse construction joint shall be 16 placed in accordance with 3.4.F.7 of this Section. 17 6. Honeycombing 18 a. Special care shall be taken in placing and spading the concrete against the 19 forms and at all joints and assemblies so as to prevent honeycombing. 20 b. Excessive voids and honeycombing in the edge of the pavement,revealed by 21 the removal of the side forms,may be cause for rejection of the section of slab 22 in which the defect occurs. 23 H. Finishing 24 1. Machine 25 a. Tolerance Limits 26 1) While the concrete is still workable,it shall be tested for irregularities with 27 a 10 foot straightedge placed parallel to the centerline of the pavement so as 28 to bridge depressions and to touch all high spots. 29 2) Ordinates measured from the face of the straightedge to the surface of the 30 pavement shall at no place exceed 1/16 inch-per-foot from the nearest point 31 of contact. 32 3) In no case shall the maximum ordinate to a 10 foot straightedge be greater 33 than 1/8 inch. CITY OF FORT WORTH 2014 CIP CONCRETE SIDEWALK,CONTRACT 2 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 02587 Revised December 20,2012 321313-.16 CONCRETE PAVING Page 16 of 21 1 4) Any surface not within the tolerance limits shall be reworked and 2 refinished. 3 b. Edging 4 1) The edges of slabs and all joints requiring edging shall be carefully tooled 5 with an edger of the radius required by the Drawings at the time the 6 concrete begins to take its"set"and becomes non-workable. 7 2) All such work shall be left smooth and true to lines. 8 2. Hand 9 a. Hand finishing permitted only in intersections and areas inaccessible to a 10 finishing machine. 11 b. When the hand method of striking off and consolidating is permitted,the 12 concrete, as soon as placed,shall be approximately leveled and then struck off 13 with screed bar to such elevation above grade that,when consolidated and 14 finished,the surface of the pavement shall be at the grade elevation shown on 15 the Drawings. 16 c. A slight excess of material shall be kept in front of the cutting edge at all times. 17 d. The straightedge and joint finishing shall be as prescribed herein. 18 I. Curing 19 1. The curing of concrete pavement shall be thorough and continuous throughout the 20 entire curing period. 21 2. Failure to provide proper curing as herein prescribed shall be considered as 22 sufficient cause for immediate suspension of the paving operations. 23 3. The curing method as herein specified does not preclude the use of any of the other 24 commonly used methods of curing,and the City may approve another method of 25 curing if so requested by the Contractor. 26 4. If any selected method of curing does not afford the desired results,the City shall 27 have the right to order that another method of curing be instituted. 28 5. After removal of the side forms,the sides of the slab shall receive a like coating 29 before earth is banked against them. 30 6. The solution shall be applied,under pressure with a spray nozzle,in such a manner 31 as to cover the entire surfaces thoroughly and completely with a uniform film. 32 7. The rate of application shall be such as to ensure complete coverage and shall not 33 exceed 20-square-yards-per-gallon of curing compound. 34 8. When thoroughly dry,it shall provide a continuous and flexible membrane,free 35 from cracks or pinholes,and shall not disintegrate,check,peel or crack during the 36 curing period. 37 9. If for any reason the seal is broken during the curing period,it shall be immediately 38 repaired with additional sealing solution. 39 10. When tested in accordance with ASTM C156 Water Retention by Concrete Curing 40 Materials,the curing compound shall provide a film which shall have retained 41 within the test specimen a percentage of the moisture present in the specimen when 42 the curing compound was applied according to the following. 43 11. Contractor shall maintain and properly repair damage to curing materials on 44 exposed surfaces of concrete pavement continuously for a least 72 hours. 45 J. Monolithic Curbs CITY OF FORT WORTH 2014 CIP CONCRETE SIDEWALK,CONTRACT 2 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 02587 Revised December 20,2012 321313-17 CONCRETE PAVING Page 17 of 21 1 1. Concrete for monolithic curb shall be the same as for the pavement and,.if carried 2 back from the paving mixer,shall be placed within 20-minutes after being mixed. 3 2. After the concrete has been struck off and sufficiently set,the exposed surfaces 4 shall be thoroughly worked with a wooden flat. 5 3. The exposed edges shall be rounded by the use of an edging tool to the radius 6 indicated on the Drawings. 7 4. All exposed surfaces of curb shall be brushed to a smooth and uniform.surface. 8 K. Alley Paving 9 1. Alley paving shall be constructed in accordance with the specifications for concrete 10 paving hereinbefore described,in accordance with the details shown on the 11 Drawings,and with the following additional provisions: 12 a. Alley paving shall be constructed to the typical cross sections shown on the 13 Drawings. 14 b. Transverse expansion joints of the type shown on the Drawings shall be 15 constructed at the property line on each end of the alley with a maximum 16 spacing of 600 feet. 17 c. Transverse contraction and dummy joints shall be placed at the spacing shown 18 on the Drawings. 19 d. Contraction and dummy joints shall be formed in such a manner that the 20 required joints shall be produced to the satisfaction of the City. 21 e. All joints shall be constructed in accordance with this specification and filled 22 in accordance with the requirement of Section 32 13 73. 23 L. Pavement Leaveouts 24 1. Pavement leaveouts as necessary to maintain and provide for local traffic shall be 25 provided at location indicated on the Drawings or as directed by the City. 26 2. The extent and location of each leaveout required and a suitable crossover 27 connection to provide for traffic movements shall be determined in the field by the 28 City. 29 3.5 REPAIR 30 A. Repair of concrete pavement concrete shall be consistent with the Drawings and as 31 specified in Section 32 0129. 32 3.6 RE-INSTALLATION[NOT USED] 33 3.7 SITE QUALITY CONTROL 34 A. Concrete Placement 35 1. Place concrete using a fully automated paving machine. Hand paving only 36 permitted in areas such as intersections where use of paving machine is not 37 practical - 38 a. All concrete pavement not placed by hand shall be placed using a fully 39 automated paving machine as approved by the City. 40 b. Screeds will not be allowed except if approved by the City. 41 B. Testing of Materials 42 1. Samples of all materials for test shall be made at the expense of the City,unless 43 otherwise specified in the special provisions or in the Drawings. CITY OF FORT WORTH 2014 CIP CONCRETE SIDEWALK,CONTRACT 2 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 02587 Revised December 20,2012 321313-18 CONCRETE PAVING Page 18 of 21 1 2. In the event the initial sampling and testing does not comply with the specifications, 2 all subsequent testing of the material in order to determine if the material is 3 acceptable shall be at the Contractor's expense at the same rate charged by the 4 commercial laboratories. 5 3. All testing shall be in accordance with applicable ASTM Standards and concrete 6 testing technician must be ACI certified or equivalent. 7 C. Pavement Thickness Test 8 1. Upon completion of the work and before final acceptance and final payment shall 9 be made,pavement thickness test shall be made by the City. 10 2. The number of tests and location shall be at the discretion of the City,unless 11 otherwise specified in the special provisions or on the Drawings. 12 3. The cost for the initial pavement thickness test shall be the expense of the City. 13 4. In the event a deficiency in the thickness of pavement is revealed during normal 14 testing operations,subsequent tests necessary to isolate the deficiency shall be at 15 the Contractor's expense. 16 5. The cost for additional coring test shall be at the same rate charged by commercial 17 laboratories. 18 6. Where the average thickness of pavement in the area found to be deficient in 19 thickness by more than 0.20 inch,but not more than 0.50 inch,payment shall be 20 made at an adjusted price as specified in the following table. 21 Deficiency in Thickness Proportional Part Determined by Cores Of Contract Price Inches Allowed 0.00-0.20 100 percent 0.21-0.30 80 percent 0.31-0.40 70 percent 0.41-0.50 60 percent 22 23 7. Any area of pavement found deficient in thickness by more than 0.50 inch but not 24 more than 0.75 inch or 1/10 of the thickness specified on the Drawings,whichever 25 is greater,shall be evaluated by the City. 26 8. If,in the judgment of the City the area of such deficiency should not be removed 27 and replaced,there shall be no payment for the area retained. 28 9. If,in the judgment of the City,the area of such deficiency warrants removal,the 29 area shall be removed and replaced,at the Contractor's entire expense,with 30 concrete of the thickness shown on the Drawings. 31 10. Any area of pavement found deficient in thickness by more than 0.75 inch or more 32 than 1/10 of the plan thickness,whichever is greater,shall be removed and 33 replaced,at the Contractor's entire expense,with concrete of the thickness shown 34 on the Drawings. 35 11. No additional payment over the contract unit price shall be made for any pavement 36 of a thickness exceeding that required by the Drawings. 37 D. Pavement Strength Test CITY OF FORT WORTH 2014 CIP CONCRETE SIDEWALK,CONTRACT 2 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 02587 Revised December 20,2012 321313-19 CONCRETE PAVING Page 19 of 21 1 1. During the progress of the work the City shall provide trained technicians to cast 2 test cylinders for conforming to ASTM C31,to maintain a check on the 3 compressive strengths of the concrete being placed. 4 2. After the cylinders have been cast,they shall remain on the job site and then 5 transported,moist cured,and tested by the City in accordance with ASTM C31 and 6 ASTM C39. 7 3. In each set, 1 of the cylinders shall be tested at 7 days,2 cylinders shall be tested at 8 28 days,and 1 cylinder shall be held or tested at 56 days,if necessary. 9 4. If the 28 day test results indicate deficient strength,the Contractor may, at its option 10 and expense,core the pavement in question and have the cores tested by an 11 approved laboratory,in accordance with ASTM C42 and ACI 318 protocol,except 12 the average of all cores must meet 100 percent of the minimum specified strength, 13 with no individual core resulting in less than 90 percent of design strength,to 14 override the results of the cylinder tests. 15 5. Cylinders and/or cores must meet minimum specified strength. If cylinders do not 16 meet minimum specified strength,additional cores shall be taken to identify the 17 limits of deficient concrete pavement at the expense of the Contractor. 18 6. Cylinders and/or cores must meet minimum specified strength. Pavement not 19 meeting the minimum specified strength shall be subject to the money penalties or 20 removal and placement at the Contractor's expense as show in the following table. 21 Percent Deficient Percent of Contract Price Allowed Greater Than 0 percent-Not More Than 10 percent 90-percent Greater Than 10 percent-Not More Than 15 percent 80-percent Greater Than 15 percent 0-percent or removed and replaced at the entire cost and ex pens of Contractor as directed by City 22 23 7. The amount of penalty shall be deducted from payment due to Contractor; such as 24 penalty deducted is to defray the cost of extra maintenance. 25 8. The strength requirements for structures and other concrete work are not altered by 26 the special provision. 27 9. No additional payment over the contract unit price shall be made for any pavement 28 of strength exceeding that required by the Drawings and/or specifications. 29 E. Cracked Concrete Acceptance Policy 30 1. If cracks exist in concrete pavement upon completion of the project,the Project 31 Inspector shall make a determination as to the need for action to address the 32 cracking as to its cause and recommended remedial work. 33 2. If the recommended remedial work is routing and sealing of the cracks to protect 34 the subgrade,the Inspector shall make the determination as to whether to rout and 35 seal the cracks at the time of final inspection and acceptance or at any time prior to 36 the end of the project maintenance period. The Contractor shall perform the routing 37 and sealing work as directed by the Project Inspector,at no cost to the City, 38 regardless of the cause of the cracking. CITY OF FORT WORTH 2014 CIP CONCRETE SIDEWALK,CONTRACT 2 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 02587 Revised December 20,2012 321313-20 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 cracking. If 3 agreement is reached that the cracking is due to deficient materials or workmanship, 4 the Contractor shall perform the remedial work at no cost to the City. Remedial 5 work in this case shall be limited to removing and replacing the deficient work with 6 new material and workmanship that meets the requirements of the contract. 7 4. If remedial work beyond routing and sealing is determined to be necessary, and the 8 Inspector and the Contractor agree that the cause of the cracking is not deficient 9 materials or workmanship,the City may request the Contractor to provide an 10 estimate of the cost of the necessary remedial work and/or additional work to 11 address the cause of the cracking,and the Contractor will perform that work at the 12 agreed-upon price if the City elects to do so. 13 5. If remedial work is necessary,and the Inspector and the Contractor cannot agree on 14 the cause of the cracking, the City may hire an independent geotechnical engineer 15 to perform testing and analysis to determine the cause of the cracking. The 16 contractor will escrow 50 percent of the proposed costs of the geotechnical contract 17 with the City. The Contractor and the City shall use the services of a geotechnical 18 firm acceptable to both parties. 19 6. If the geotechnical engineer determines that the primary cause of the cracking is the 20 Contractor's deficient material or workmanship, the remedial work will be 21 performed at the Contractor's entire expense and the Contractor will also reimburse 22 the City for the balance of the cost of the geotechnical investigation over and above 23 the amount that has previously been escrowed. Remedial work in this case shall be 24 limited to removing and replacing the deficient work with new material and 25 workmanship that meets the requirements of the contract. 26 7. If the geotechnical engineer determines that the primary cause of the cracking is not 27 the Contractor's deficient material or workmanship,the City will return the 28 escrowed funds to the Contractor. The Contractor,on request, will provide the City 29 an estimate of the costs of the necessary remedial work and/or additional work and 30 will perform the work at the agreed-upon price as directed by the City. 31 3.8 SYSTEM STARTUP[NOT USED] 32 3.9 ADJUSTING[NOT USED] 33 3.10 CLEANING[NOT USED] 34 3.11 CLOSEOUT ACTIVITIES[NOT USED] 35 3.12 PROTECTION[NOT USED] 36 3.13 MAINTENANCE[NOT USED] 37 3.14 ATTACHMENTS[NOT USED] 38 CITY OF FORT WORTH 2014 CIP CONCRETE SIDEWALK,CONTRACT 2 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 02587 Revised December 20,2012 321313-21 CONCRETE PAVING Page 21 of 21 1 END OF SECTION 2 Revision Log DATE NAME SUMMARY OF CHANGE 12/20/2012 1.2.A—Modified items to be included in price bid 05/21/2014 Doug Rademaker 2.2.1)—Modified to clarify acceptable fly ash substitution in concrete paving 3 CITY OF FORT WORTH 2014 CIP CONCRETE SIDEWALK,CONTRACT 2 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 02587 Revised December 20,2012 321320-1 CONCRETE SIDEWALKS,DRIVEWAYS AND BARRIER FREE RAMPS Page 1 of 5 1 SECTION 3213 20 2 CONCRETE SIDEWALKS,DRIVEWAYS AND BARRIER FREE RAMPS 3 PART1- GENERAL 4 1.1 SUMMARY 5 A. Section Includes: 6 1. Concrete sidewalks 7 2. Driveways 8 3. Barrier free ramps 9 B. Deviations from 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 3. Section 02 41 13-Selective Site Demolition 15 4. Section 32 13 13-Concrete Paving 16 5. Section 32 13 73 -Concrete Paving Joint Sealants 17 1.2 PRICE AND PAYMENT PROCEDURES 18 A. Measurement and Payment 19 1. Concrete Sidewalk 20 a. Measurement 21 1) Measurement for this Item shall be by the square foot of completed and 22 accepted Concrete Sidewalk in its final position for various: 23 a) Thicknesses 24 b) Types 25 b. Payment 26 1) The work performed and materials furnished in accordance with this Item 27 and measured as provided under"Measurement"will be paid for at the unit 28 price bid per square foot of Concrete Sidewalk. 29 c. The price bid shall include: 30 1) Excavating and preparing the subgrade 31 2) Furnishing and placing all materials 32 2. Concrete Driveway 33 a. Measurement 34 1) Measurement for this Item shall be by the square foot of completed and 35 accepted Concrete Driveway in its final position for various: 36 a) Thicknesses 37 b) Types 38 2) Dimensions will be taken from the back of the projected curb,including the 39 area of the curb radii and will extend to the limits specified in the 40 Drawings. 41 3) Sidewalk portion of drive will be included in driveway measurement. 42 4) Curb on drive will be included in the driveway measurement. CITY OF FORT WORTH 2014 CIP CONCRETE SIDEWALK,CONTRACT 2 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 02587 Revised April 30,2013 321320-2 CONCRETE SIDEWALKS,DRIVEWAYS AND BARRIER FREE RAMPS Page 2 of 5 1 b. Payment 2 1) The work performed and materials furnished in accordance with this Item 3 and measured as provided under"Measurement"will be paid for at the unit 4 price bid per square foot of Concrete Driveway. 5 c. The price bid shall include: 6 1) Excavating and preparing the subgrade 7 2) Furnishing and placing all materials 8 3. Barrier Free Ramps 9 a. Measurement 10 1) Measurement for this Item shall be per each Barrier Free Ramp completed 11 and accepted for various: 12 a) Types 13 b. Payment 14 1) The work performed and materials furnished in accordance with this Item 15 and measured as provided under"Measurement"will be paid for at the unit 16 price bid per each"Barrier Free Ramp"installed. 17 c. The price bid shall include: 18 1) Excavating and preparing the subgrade 19 2) Furnishing and placing all materials 20 3) Curb Ramp 21 4) Landing and detectable warning surface as shown on the Drawings 22 5) Adjacent flares or side curb 23 1.3 REFERENCES 24 A. Abbreviations and Acronyms 25 1. TAS—Texas Accessibility Standards 26 2. TDLR—Texas Department of Licensing and Regulation 27 B. Reference Standards 28 1. Reference standards cited in this Specification refer to the current reference 29 standard published at the time of the latest revision date logged at the end of this 30 Specification,unless a date is specifically cited. 31 2. American Society for Testing and Materials (ASTM) 32 a. D545,Test Methods for Preformed Expansion Joint Fillers for Concrete 33 Construction(Non-extruding and Resilient Types) 34 b. D698,Test Methods for Laboratory Compaction Characteristics of Soil Using 35 Standard Effort(12,400 ft-lbf/ft3) 36 1.4 ADMINISTRATIVE REQUIREMENTS[NOT USED] 37 1.5 SUBMITTALS [NOT USED] 38 1.6 ACTION SUBMITTALSANFORMATIONAL SUBMITTALS 39 A. Mix Design: submit for approval. Section 32 13 13. 40 B. Product Data: submit product data and sample for pre-cast detectable warning for 41 barrier free ramp. 42 1.7 CLOSEOUT SUBMITTALS [NOT USED] 43 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] CITY OF FORT WORTH 2014 CIP CONCRETE SIDEWALK,CONTRACT 2 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 02587 Revised April 30,2013 321320-3 CONCRETE SIDEWALKS,DRIVEWAYS AND BARRIER FREE RAMPS Page 3 of 5 1 1.9 QUALITY ASSURANCE[NOT USED] 2 1.10 DELIVERY,STORAGE,AND HANDLING[NOT USED] 3 1.11 FIELD CONDITIONS 4 A. Weather Conditions: Placement of concrete shall be as specified in Section 32 13 13. 5 1.12 WARRANTY[NOT USED] 6 PART 2- PRODUCTS 7 2.1 OWNER-FURNISHED PRODUCTS[NOT USED] 8 2.2 EQUIPMENT AND MATERIALS 9 A. Forms: wood or metal straight,free from warp and of a depth equal to the thickness of 10 the finished work. 11 B. Concrete: see Section 32 13 13. 12 1. Unless otherwise shown on the Drawings or detailed specifications,the standard 13 class for concrete sidewalks,driveways and barrier free ramps is shown in the 14 following table: 15 Standard Classes of Pavement Concrete Class of Minimum 28 Day Min. Maximum Course Concrete' Cementitious, Compressive Water/ Aggregate Lb./CY Strength2 Cementitious Maximum psi Ratio Size, inch A 470 3000 0.58 1-1/2 16 C. Reinforcement: see Section 32 13 13. 17 1. Sidewalk,driveway and barrier free ramp reinforcing steel shall be#3 deformed 18 bars at 18 inches on-center-both-ways at the center plane of all slabs,unless 19 otherwise shown on the Drawings or detailed specifications. 20 D. Joint Filler 21 1. Wood Filler: see Section 32 13 13. 22 2. Pre-Molded Asphalt Board Filler 23 a. Use only in areas where not practical for wood boards. 24 b. Pre-molded asphalt board filler: ASTM D545. 25 c. Install the required size and uniform thickness and as specified in Drawings. 26 d. Include 2 liners of 0.016 asphalt impregnated kraft paper filled with a mastic 27 mixture of asphalt and vegetable fiber and/or mineral filler. 28 E. Expansion Joint Sealant: see Section 32 13 73 where shown on the Drawings. 29 2.3 ACCESSORIES[NOT USED] 30 2.4 SOURCE QUALITY CONTROL[NOT USED] 31 PART 3- EXECUTION 32 3.1 INSTALLERS [NOT USED] 33 3.2 EXAMINATION[NOT USED] CITY OF FORT WORTH 2014 CIP CONCRETE SIDEWALK,CONTRACT 2 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 02587 Revised April 30,2013 321320-4 CONCRETE SIDEWALKS,DRIVEWAYS AND BARRIER FREE RAMPS Page 4 of 5 1 3.3 PREPARATION 2 A. Surface Preparation 3 1. Excavation:Excavation required for the construction of sidewalks,driveways and 4 barrier free ramps shall be to the lines and grades as shown on the Drawings or as 5 established by the City. 6 2. Fine Grading 7 a. The Contractor shall do all necessary filling, leveling and fine grading required 8 to bring the subgrade to the exact grades specified and compacted to at least 90 9 percent of maximum density as determined by ASTM D698. 10 b. Moisture content shall be within minus 2 to plus 4 of optimum. 11 c. Any over-excavation shall be repaired to the satisfaction of the City. 12 B. Demolition/Removal 13 1. Sidewalk,Driveway and/or Barrier Free Ramp Removal: see Section 02 41 13. 14 3.4 INSTALLATION 15 A. General 16 1. Concrete sidewalks shall have a minimum thickness of 4 inches. 17 2. Sidewalks constructed in driveway approach sections shall have a minimum 18 thickness equal to that of driveway approach or as called for by Drawings and 19 specifications within the limits of the driveway approach. 20 3. Driveways shall have a.minimum thickness of 6 inches. Standard cross-slopes for 21 walks shall be 2 percent max in accordance with current TAS/TDLR guidelines. 22 The construction of the driveway approach shall include the variable height radius 23 curb in accordance with the Drawings. 24 4. All pedestrian facilities shall comply with provisions of TAS including location, 25 slope,width,shapes,texture and coloring. Pedestrian facilities installed by the 26 Contractor and not meeting TAS must be removed and replaced to meet TAS(no 27 separate pay). 28 B. Forms:Forms shall be securely staked to line and grade and maintained in a true 29 position during the depositing of concrete. 30 C. Reinforcement: see Section 32 13 13. 31 D. Concrete Placement: see Section 32 13 13. 32 E. Finishing 33 1. Concrete sidewalks,driveways and barrier free ramps shall be finished to a true, 34 even surface. 35 2. Trowel and then brush transversely to obtain a smooth uniform brush finish. 36 3. Provide exposed aggregate finish if specified. 37 4. Edge joints and sides shall with suitable tools. 38 F. Joints 39 1. Expansion joints for sidewalks,driveways and barrier free ramps shall be formed 40 using redwood. 41 2. Expansion joints shall be placed at 40 foot intervals for 4 foot wide sidewalk and 50 42 foot intervals for 5 foot wide and greater sidewalk. CITY OF FORT WORTH 2014 CIP CONCRETE SIDEWALK,CONTRACT 2 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 02587 Revised April 30,2013 321320-5 CONCRETE SIDEWALKS,DRIVEWAYS AND BARRIER FREE RAMPS Page 5 of 5 1 3. Expansion joints shall also be placed at all intersections,sidewalks with concrete 2 driveways,curbs,formations, other sidewalks and other adjacent old concrete work. 3 Similar material shall be placed around all obstructions protruding into or through 4 sidewalks or driveways. 5 4. All expansion joints shall be 1/2 inch in thickness. 6 5. Edges of all construction and expansion joints and outer edges of all sidewalks shall 7 be finished to approximately a 1/2 inch radius with a suitable finishing tool. 8 6. Sidewalks shall be marked at intervals equal to the width of the walk with a 9 marking tool. 10 7. When sidewalk is against the curb,expansion joints shall match those in the curb. 11 G. Barrier Free Ramp 12 1. Furnish and install brick red color pre-cast detectable warning Dome-Tile, 13 manufactured by StrongGo Industries or approved equal by the City. 14 2. Detectable warning surface shall be a minimum of 24-inch in depth in the direction 15 of pedestrian travel,and extend to a minimum of 48-inch along the curb ramp or 16 landing where the pedestrian access route enters the street. 17 3. Locate detectable warning surface so that the edge nearest the curb line is a 18 minimum of 6-inch and maximum of 8-inch from the extension of the face of the 19 curb. 20 4. Detectable warning Dome-Tile surface may be curved along the corner radius. 21 5. Install detectable warning surface according to manufacturer's instructions. 22 3.5 REPAIR/RESTORATION[NOT USED] 23 3.6 RE-INSTALLATION[NOT USED] 24 3.7 FIELD QUALITY CONTROL[NOT USED] 25 3.8 SYSTEM STARTUP[NOT USED] 26 3.9 ADJUSTING[NOT USED] 27 3.10 CLEANING[NOT USED] 28 3.11 CLOSEOUT ACTIVITIES [NOT USED] 29 3.12 PROTECTION[NOT USED] 30 3.13 MAINTENANCE[NOT USED] 31 3.14 ATTACHMENTS[NOT USED] 32 END OF SECTION Revision Log DATE NAME SUMMARY OF CHANGE 12!20/2012 D.Johnson 1.2.A.3—Measurement and Payment for Barrier Free Ramps modified to match updated City Details 4/30/2013 F.Griffin Corrected Part 1,1.2,A,3,b,1 to read;from...square foot of Concrete Sidewalk. to...each`Barrier Free Ramp"installed. 33 CITY OF FORT WORTH 2014 CIP CONCRETE SIDEWALK,CONTRACT 2 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 02587 Revised April 30,2013 r 321373-1 CONCRETE PAVING JOINT SEALANTS Page 1 of 4 1 SECTION 3213 73 2 CONCRETE PAVING JOINT SEALANTS 3 PART1- GENERAL 4 1.1 SUMMARY 5 A. Section Includes: 6 1. Specification for silicone joint sealing for concrete pavement and curbs. 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 3. Section 32 13 13-Concrete Paving 13 1.2 PRICE AND PAYMENT PROCEDURES 14 A. Measurement and Payment 15 1. Measurement 16 a. Measurement for this Item shall be by the linear foot of Joint Sealant completed 17 and accepted only when specified in the Drawings to be a pay item. 18 2. Payment 19 a. The work performed and materials furnished in accordance with this Item are 20 subsidiary to the various items bid and no other compensation will be allowed, 21 unless specifically specified on Drawings. 22 1.3 REFERENCES 23 A. Reference Standards 24 1. Reference standards cited in this Specification refer to the current reference 25 standard published at the time of the latest revision date logged at the end of this 26 Specification,unless a date is specifically cited. 27 2. ASTM International(ASTM): 28 a. D5893,Standard Specification for Cold Applied, Single Component, 29 Chemically Curing Silicone Joint Sealant for Portland Cement Concrete 30 Pavements 31 1.4 ADMINISTRATIVE REQUIREMENTS[NOT USED] 32 1.5 ACTION SUBMITTALS[NOT USED] 33 1.6 ACTION SUBMITTALSM*WORMATIONAL SUBMITTALS 34 A. Test and Evaluation Reports 35 1. Prior to installation,furnish certification by an independent testing laboratory that 36 the silicone joint sealant meets the requirements of this Section. CITY OF FORT WORTH 2014 CIP CONCRETE SIDEWALK,CONTRACT 2 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 02587 Revised December 20,2012 321373-2 CONCRETE PAVING JOINT SEALANTS Page 2 of 4 1 2. Submit verifiable documentation that the manufacturer of the silicone joint sealant 2 has a minimum 2-year demonstrated,documented successful field performance 3 with concrete pavement silicone joint sealant systems. z 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 9 A. Do not apply joint sealant when the air and pavement temperature is less than 35 10 degrees F 11 B. Concrete surface must be clean,dry and frost free. 12 C. Do not place sealant in an expansion-type joint if surface temperature is below 35 13 degrees F or above 90 degrees F. 14 1.12 WARRANTY[NOT USED] 15 PART 2- PRODUCTS 16 2.1 OWNER FURNISHED PRODUCTS[NOT USED] 17 2.2 MATERIALS &EQUIPMENT 18 A. Materials 19 1. Joint Sealant:ASTM D5893. 20 2. Joint Filler,Backer Rod and Breaker Tape 21 a. The joint filler sop shall be of a closed cell expanded polyethylene foam backer 22 rod and polyethylene bond breaker tape of sufficient size to provide a tight seal. 23 b. The back rod and breaker tape shall be installed in the saw-cut joint to prevent 24 the joint sealant from flowing to the bottom of the joint. 25 c. The backer rod and breaker tape shall be compatible with the silicone joint 26 sealant and no bond or reaction shall occur between them. 27 2.3 ACCESSORIES[NOT USED] 28 2.4 SOURCE QUALITY CONTROL[NOT USED] 29 PART 3- EXECUTION 30 3.1 INSTALLERS [NOT USED] 31 3.2 EXAMINATION[NOT USED] 32 3.3 PREPARATION[NOT USED] CITY OF FORT WORTH 2014 CIP CONCRETE SIDEWALK,CONTRACT 2 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 02587 Revised December 20,2012 321373-3 CONCRETE PAVING JOINT SEALANTS Page 3 of 4 1 3.4 INSTALLATION 2 A. General 3 1. The silicone sealant shall be cold applied. 4 2. Allow concrete to cure for a minimum of 7 days to ensure it has sufficient strength 5 prior to sealing joints. 6 3. Perform joint reservoir saw cutting,cleaning,bond breaker installation,and joint 7 sealant placement in a continuous sequence of operations. 8 4. See Drawings for the various joint details with their respective dimensions. 9 B. Equipment 10 1. Provide all necessary equipment and keep equipment in a satisfactory working 11 condition. 12 2. Equipment shall be inspected by the City prior to the beginning of the work. 13 3. The minimum requirements for construction equipment shall be as follows: 14 a. Concrete Saw. The sawing equipment shall be adequate in size and power to 15 complete the joint sawing to the required dimensions. 16 b. Air Compressors. The delivered compressed air shall have a pressure in excess 17 of 90 psi and shall be suitable for the removal of all free water and oil from the 18 compressed air. 19 c. Extrusion Pump. The output shall be capable of supplying a sufficient volume 20 of sealant to the joint. 21 d. Injection Tool. This mechanical device shall apply the sealant uniformly into 22 the joint. 23 e. Sandblaster. The design shall be for commercial use with air compressors as 24 specified in this Section. 25 f. Backer Rod Roller and Tooling Instrument. These devices shall be clean and 26 free of contamination. They shall be compatible with the joint depth and width 27 requirements. 28 C. Sawing Joints: see Section 32 13 13. 29 D. Cleaning joints 30 1. Dry saw in 1 direction with reverse cutting blade then sand blast. 31 2. Use compressed air to remove the resulting dust from the joint. 32 3. Sandblast joints after complete drying. 33 a. Attach nozzle to a mechanical aiming device so that the sand blast will be 34 directed at an angle of 45 degrees and at a distance of 1 to 2 inches from the 35 face of the joint. 36 b. Sandblast both joint faces sandblasted in separate, 1 directional passes. 37 c. When sandblasting is complete,blow-out using compressed air. 38 d. The blow tube shall fit into the joints. 39 4. Check the blown joint for residual dust or other contamination. 40 a. If any dust or contamination is found,repeat sandblasting and blowing until the 41 joint is cleaned. 42 b. Do not use solvents to remove stains and contamination. 43 5. Place the bond breaker and sealant in the joint immediately upon cleaning. 44 6. Bond Breaker Rod and Tape: install in the cleaned joint prior to the application of 45 the joint sealant. CITY OF FORT WORTH 2014 CIP CONCRETE SIDEWALK,CONTRACT 2 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 02587 Revised December 20,2012 321373-4 CONCRETE PAVING JOINT SEALANTS Page 4 of 4 1 7. Do not leave open,cleaned joints unsealed overnight. 2 E. Joint Sealant 3 1. Apply the joint sealant upon placement of the bond breaker rod and tape,using the 4 mechanical injection tool. 5 2. Do not seal joints unless they are clean and dry. 6 3. Remove and discard excess sealant left on the pavement surface. 7 a. Do not excess use to seal the joints. 8 4. The pavement surface shall present a clean final condition as determined by City.. 9 5. Do not allow traffic on the fresh sealant until it becomes tack-free. 10 F. Approval of Joints 11 1. The City may request a representative of the sealant manufacturer to be present at 12 the job site at the beginning of the final cleaning and sealing of joints. 13 a. The representative shall demonstrate to the Contractor and the City the 14 acceptable method for sealant installation. 15 b. The representative shall approve the clean,dry joints before the sealing 16 operation commences. 17 3.5 REPAIR/RESTORATION[NOT USED] 18 3.6 RE-INSTALLATION[NOT USED] 19 3.7 FIELD 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 Revision Log DATE NAME SUMMARY OF CHANGE 29 CITY OF FORT WORTH 2014 CIP CONCRETE SIDEWALK,CONTRACT 2 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 02587 Revised December 20,2012 321613-1 CONCRETE CURB AND GUTTERS AND VALLEY GUTTERS Page 1 of 5 1 SECTION 32 16 13 2 CONCRETE CURB AND GUTTERS AND VALLEY GUTTERS 3 4 PARTl- GENERAL 5 1.1 SUMMARY 6 A. Section Includes: 7 1. Concrete Curbs and Gutters 8 2. Concrete Valley Gutters 9 B. Deviations from 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 3. Section 02 4113-Selective Site Demolition 15 4. Section 32 13 13-Concrete Paving 16 5. Section 32 13 73-Concrete Paving Joint Sealants 17 1.2 PRICE AND PAYMENT PROCEDURES 18 A. Measurement and Payment 19 1. Concrete Curb and Gutter 20 a. Measurement 21 1) Measurement for this Item shall be by the linear foot of Concrete Curb and 22 Gutter. 23 b. Payment 24 1) The work performed and materials furnished in accordance with this Item 25 and measured as provided under"Measurement"will be paid for at the unit 26 price bid per linear foot of Concrete Curb and Gutter complete and in place 27 by curb height. 28 c. The price bid shall include: 29 1) Preparing the subgrade 30 2) Furnishing and placing all materials,including foundation course, 31 reinforcing steel,and expansion material 32 2. Concrete Valley Gutter 33 a. Measurement 34 1) Measurement for this Item shall be by the square yard of Concrete Valley 35 Gutter. 36 b. Payment 37 1) The work performed and materials furnished in accordance with this Item 38 and measured as provided under"Measurement"will be paid for at the unit 39 price bid per square yard of Concrete Valley Gutter complete and in place 40 for: 41 a) Various street types CITY OF FORT WORTH 2014 CIP CONCRETE SIDEWALK,CONTRACT 2 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 02587 Revised December 20,2012 321613-2 CONCRETE CURB AND GUTTERS AND VALLEY GUTTERS Page 2 of 5 1 c. The price bid shall include: 2 1) Preparing the subgrade 3 2) Furnishing and placing all materials,including foundation course, 4 reinforcing steel,and expansion material 5 1.3 REFERENCES[NOT USED] 6 1.4 ADMINISTRATIVE REQUIREMENTS [NOT USED] 7 1.5 ACTION SUBMITTALS[NOT USED] 8 1.6 ACTION SUBMITTALSANFORMATIONAL SUBMITTALS[NOT USED] 9 1.7 CLOSEOUT SUBMITTALS[NOT USED] to 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 11 1.9 QUALITY ASSURANCE [NOT USED] 12 1.10 DELIVERY,STORAGE,AND HANDLING[NOT USED] 13 1.11 FIELD CONDITIONS 14 A. Weather Conditions: See Section 32 13 13. 15 1.12 WARRANTY[NOT USED] 16 PART 2- PRODUCTS 17 2.1 OWNER FURNISHED PRODUCTS [NOT USED] 18 2.2 EQUIPMENT AND MATERIALS 19 A. Forms: See Section 32 13 13. 20 B. Concrete: See Section 32 13 13. 21 C. Reinforcement: See Section 32 13 13. 22 D. Joint Filler 23 1. Wood Filler: see Section 32 13 13. 24 2. Pre-Molded Asphalt Board Filler 25 a. Use only in areas where not practical for wood boards 26 b. Pre-molded asphalt board filler:ASTM D545 27 c. Install the required size and uniform thickness and as specified in the Drawings. 28 d. Include two liners of 0.016 asphalt impregnated kraft paper filled with a mastic 29 mixture of asphalt and vegetable fiber and/or mineral filler. 30 E. Expansion Joint Sealant: See Section 32 13 73. CITY OF FORT WORTH 2014 CIP CONCRETE SIDEWALK,CONTRACT 2 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 02587 Revised December 20,2012 321613-3 CONCRETE CURB AND GUTTERS AND VALLEY GUTTERS 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 7 A. Demolition/Removal: See Section 02 41 13. 8 3.4 INSTALLATION 9 A. Forms 10 1. Extend forms the full depth of concrete. 11 2. Wood forms:minimum of 1-1/2 inches in thickness 12 3. Metal Forms: a gauge that shall provide equivalent rigidity and strength 13 4. Use acceptable wood or metal forms for curves with a radius of less than 250 feet. 14 5. All forms showing a deviation of 1/8 inch in 10 feet from a straight line shall be 15 rejected. 16 B. Reinforcing Steel 17 1. Place all necessary reinforcement for City approval prior to depositing concrete. 18 2. All steel must be free from paint and oil and all loose scale,rust,dirt and other 19 foreign substances. 20 3. Remove foreign substances from steel before placing. 21 4. Wire all bars at their intersections and at all laps or splices. 22 5. Lap all bar splices a minimum of 20 diameters of the bar or 12 inches,whichever is 23 greater. 24 C. Concrete Placement 25 1. Deposit concrete to maintain a horizontal surface. 26 2. Work concrete into all spaces and around any reinforcement to form a dense mass 27 free from voids. 28 3. Work coarse aggregate away from contact with the forms 29 4. Hand-Laid Concrete—Curb and gutter 30 a. Shape and compact subgrade to the lines,grades and cross section shown on the 31 Drawings. 32 b. Lightly sprinkle subgrade material immediately before concrete placement. 33 c. Deposit concrete into forms. 34 d. Strike off with a template 1/4 to 3/8 inch less than the dimensions of the 35 finished curb,unless otherwise approved. 36 5. Machine-Laid Concrete—Curb and Gutter 37 a. Hand-tamp and sprinkle subgrade material before concrete placement. 38 b. Provide clean surfaces for concrete placement. 39 c. Place the concrete with approved self-propelled equipment. CITY OF FORT WORTH 2014 CIP CONCRETE SIDEWALK,CONTRACT 2 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 02587 Revised December 20,2012 321613-4 CONCRETE CURB AND GUTTERS AND VALLEY GUTTERS Page 4 of 5 1 1) The forming tube of the extrusion machine or the form of the slipform 2 machine must easily be adjustable vertically during the forward motion of 3 the machine to provide variable heights necessary to conform to the 4 established gradeline. 5 d. Attach a pointer or gauge to the machine so that a continual comparison can be 6 made between the extruded or slipform work and the grade guideline. 7 e. Brush finish surfaces immediately after extrusion or slipforming. 8 6. Hand-Laid Concrete—Concrete Valley Gutter: See Section 32 13 13. 9 7. Expansion joints 10 a. Place expansion joints in the curb and gutter at 200-foot intervals and at 11 intersection returns and other rigid structures. 12 b. Place tooled joints at 15-foot intervals or matching abutting sidewalk joints and 13 pavement joints to a depth of 1-1I2 inches. 14 c. Place expansion joints at all intersections with concrete driveways,curbs, 15 buildings and other curb and gutters. 16 d. Make expansion joints no less than 1/2 inch in thickness,extending the full 17 depth of the concrete. 18 e. Make expansion joints perpendicular and at right angles to the face of the curb. 19 f. Neatly trim any expansion material extending above the finished to the surface 20 of the finished work. 21 g. Make expansion joints in the curb and gutter coincide with the concrete 22 expansion joints. 23 h. Longitudinal dowels across the expansion joints in the curb and gutter are 24 required. 25 i. Install 3 No.4 round, smooth bars,24 inches in length,for dowels at each 26 expansion joint. 27 j. Coat 1/2 of the dowel with a bond breaker and terminate with a dowel cap that 28 provides a minimum of 1 inch free expansion. 29 k. Support dowels by an approved method. 30 D. Curing: see Section 32 13 13. 31 3.5 REPAIR/RESTORATION[NOT USED] 32 3.6 RE-INSTALLATION[NOT USED] 33 3.7 FIELD QUALITY CONTROL[NOT USED] 34 3.8 SYSTEM STARTUP[NOT USED] 35 3.9 ADJUSTING[NOT USED] 36 3.10 CLEANING[NOT USED] 37 3.11 CLOSEOUT ACTIVITIES [NOT USED] 38 3.12 PROTECTION[NOT USED] 39 3.13 MAINTENANCE[NOT USED] 40 3.14 ATTACHMENTS[NOT USED] 41 END OF SECTION CITY OF FORT WORTH 2014 CIP CONCRETE SIDEWALK,CONTRACT 2 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 02587 Revised December 20,2012 321613-5 CONCRETE CURB AND GUTTERS AND VALLEY GUTTERS Page 5 of 5 1 Revision Log DATE NAME SUMMARY OF CHANGE 12/20/2012 D.Johnson 1.2.A.2.Modified payment item to vary by street type 2 CITY OF FORT WORTH 2014 CIP CONCRETE SIDEWALK,CONTRACT 2 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 02587 Revised December 20,2012 321723-1 PAVEMENT MARKINGS Page 1 of 11 1 SECTION 3217 23 2 PAVEMENT MARKINGS 3 PART1- GENERAL 4 1.1 SUMMARY 5 A. Section Includes: 6 1. Pavement Markings 7 a. Thermoplastic,hot-applied,spray(HAS)pavement markings 8 b. Thermoplastic,hot-applied,extruded(HAE)pavement markings 9 c. Preformed polymer tape 10 d. Preformed heat-activated thermoplastic tape 11 e. Painted markings 12 2. Raised markers 13 3. Work zone markings 14 4. Removal of pavement markings and markers 15 B. Deviations from this City of Fort Worth Standard Specification 16 1. None. 17 C. Related Specification Sections include,but are not necessarily limited to: 18 1. Division 0—Bidding Requirements,Contract Forms and Conditions of the Contract 19 2. Division 1—General Requirements 20 1.2 PRICE AND PAYMENT PROCEDURES 21 A. Measurement and Payment 22 1. Pavement Markings 23 a. Measurement 24 1) Measurement for this Item shall be per linear foot of material placed. 25 b. Payment 26 1) The work performed and materials furnished in accordance with this Item 27 and measured as provided under"Measurement"shall be paid for at the 28 unit price bid per linear foot of"Pvmt Marking"installed for: 29 a) Various Widths 30 b) Various Types 31 c) Various Materials 32 d) Various Colors 33 c. The price bid shall include: 34 1) Installation of Pavement Marking 35 2) Glass beads,when required 36 3) Surface preparation 37 4) Clean-up 38 5) Testing(when required) 39 2. Legends 40 a. Measurement 41 1) Measurement for this Item shall be per each Legend installed. CITY OF FORT WORTH 2014 CIP CONCRETE SIDEWALK,CONTRACT 2 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 02587 Revised December 20,2012 321723-2 PAVEMENT MARKINGS Page 2 of 11 1 b. Payment 2 1) The work performed and materials furnished in accordance with this Item 3 shall be paid for at the unit price bid per each"Legend"installed for: 4 a) Various types 5 b) Various applications 6 c. The price bid shall include: 7 1) Installation of Pavement Marking 8 2) Glass beads,when required 9 3) Surface preparation 10 4) Clean-up 11 5) Testing 12 3. Raised Markers 13 a. Measurement 14 1) Measurement for this Item shall be per each Raised Marker installed. 15 b. Payment 16 1) The work performed and materials furnished in accordance with this Item 17 shall be paid for at the unit price bid per each"Raised Marker"installed 18 for: 19 a) Various types 20 c. The price bid shall include: 21 1) Installation of Raised Markers 22 2) Surface preparation 23 3) Clean-up 24 4) Testing 25 4. Work Zone Tab Markers 26 a. Measurement 27 1) Measurement for this Item shall be per each Tab Marker installed. 28 b. Payment 29 1) The work performed and materials furnished in accordance with this Item 30 shall be paid for at the unit price bid per each"Tab Marker"installed for: 31 a) Various types 32 c. The price bid shall include: 33 1) Installation of Tab Work Zone Markers 34 5. Fire Lane Markings 35 a. Measurement 36 1) Measurement for this Item shall be per the linear foot. 37 b. Payment 38 1) The work performed and materials furnished in accordance with this Item 39 and measured as provided under"Measurement"shall be paid for at the 40 unit price bid per linear foot of"Fire Lane Marking"installed. 41 c. The price bid shall include: 42 1) Surface preparation 43 2) Clean-up 44 3) Testing 45 6. Pavement Marking Removal 46 a. Measurement 47 1) Measure for this Item shall be per linear foot. 48 b. Payment CITY OF FORT WORTH 2014 CIP CONCRETE SIDEWALK,CONTRACT 2 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 02587 Revised December 20,2012 321723-3 PAVEMENT MARKINGS Page 3 of 11 1 1) The work performed and materials furnished in accordance with this Item 2 and measured as provided under"Measurement"shall be paid for at the 3 unit price bid per linear foot of"Remove Pvmt Marking"performed for: 4 a) Various widths 5 c. The price bid shall include: 6 1) Removal of Pavement Markings 7 2) Clean-up 8 7. Raised Marker Removal 9 a. Measurement 10 1) Measurement for this Item shall be per each Pavement Marker removed. 11 b. Payment 12 1) The work performed and materials furnished in accordance with this Item 13 shall be paid for at the unit price bid per each"Remove Raised Marker" 14 performed. 15 c. The price bid shall include: 16 1) Removal of each Marker 17 2) Disposal of removed materials 18 3) Clean-up 19 8. Legend Removal 20 a. Measurement 21 1) Measure for this Item shall be per each Legend removed. 22 b. Payment 23 1) The work performed and materials furnished in accordance with this Item 24 and measured as provided under"Measurement"shall be paid for at the 25 unit price bid per linear foot of"Remove Legend"performed for: 26 a) Various types 27 b) Various applications 28 c. The price bid shall include: 29 1) Removal of Pavement Markings 30 2) Clean-up 31 1.3 REFERENCES 32 A. Reference Standards 33 1. Reference standards cited in this Specification refer to the current reference 34 standard published at the time of the latest revision date logged at the end of this 35 Specification,unless a date is specifically cited. 36 2. Manual on Uniform Traffic Control Devices(MUTCD),2009 Edition 37 a. Part 3,Markings 38 3. American Association of State Highway and Transportation Officials(AASHTO) 39 a. Standard Specification for Glass Beads Used in Pavement Markings,M 247-09 40 4. Federal Highway Administration(FHWA) 41 a. 23 CFR Part 655,FHWA Docket No.FHWA-2009-0139 42 5. Texas Department of Transportation(TxDOT) -43 a. DMS-4200,Pavement Markers(Reflectorized) 44 b. DMS-4300,Traffic Buttons 45 c. DMS-8220,Hot Applied Thermoplastic 46 d. DMS-8240,Permanent Prefabricated Pavement Markings 47 e. DMS-8241,Removable Prefabricated Pavement Markings CITY OF FORT WORTH 2014 CIP CONCRETE SIDEWALK,CONTRACT 2 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 02587 Revised December 20,2012 321723-4 PAVEMENT MARKINGS Page 4 of 11 1 f. DMS-8242,Temporary Flexible-Reflective Road Marker Tabs 2 1.4 ADMINISTRATIVE REQUIREMENTS [NOT USED] 3 1.5 SUBMITTALS 4 A. Submittals shall be in accordance with Section 0133 00. 5 B. All submittals shall be approved by the City prior to delivery and/or fabrication for 6 specials. 7 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED] 8 1.7 CLOSEOUT SUBMITTALS [NOT USED] 9 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 10 1.9 QUALITY ASSURANCE[NOT USED] 11 1.10 DELIVERY,STORAGE,AND HANDLING 12 A. Storage and Handling Requirements 13 1. The Contractor shall secure and maintain a location to store the material in 14 accordance with Section 0150 00. 15 1.11 FIELD[SITE] CONDITIONS[NOT USED] 16 1.12 WARRANTY[NOT USED] 17 PART 2- PRODUCTS 18 2.1 OWNER-SUPPLIED PRODUCTS 19 A. New Products 20 1. Refer to Drawings to determine if there are owner-supplied products for the Project. 21 2.2 MATERIALS 22 A. Manufacturers 23 1. Only the manufacturers as listed in the City's Standard Products List will be 24 considered as shown in Section 0160 00. 25 a. The manufacturer must comply with this Specification and related Sections. 26 2. Any product that is not listed on the Standard Products List is considered a 27 substitution and shall be submitted in accordance with Section 01 25 00. 28 B. Materials 29 1. Pavement Markings 30 a. Thermoplastic,hot applied,spray 31 1) Refer to Drawings and City Standard Detail Drawings for width of 32 longitudinal lines. 33 2) Product shall be especially compounded for traffic markings. 34 3) When placed on the roadway,the markings shall not be slippery when wet, 35 lift from pavement under normal weather conditions nor exhibit a tacky 36 exposed surface. CITY OF FORT WORTH 2014 CIP CONCRETE SIDEWALK,CONTRACT 2 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 02587 Revised December 20,2012 321723-5 PAVEMENT MARKINGS Page 5 of 11 1 4) Cold ductility of the material shall permit normal road surface expansion 2 and contraction without chipping or cracking. 3 5) The markings shall retain their original color,dimensions and placement 4 under normal traffic conditions at road surface temperatures of 158 degrees 5 Fahrenheit and below. 6 6) Markings shall have uniform cross-section,clean edges,square ends and no 7 evidence of tracking. 8 7) The density and quality of the material shall be uniform throughout the 9 markings. 10 8) The thickness shall be uniform throughout the length and width of the 11 markings. 12 9) The markings shall be 95 percent free of holes and voids,and free of 13 blisters for a minimum of 60 days after application. 14 10) The material shall not deteriorate by contact with sodium chloride,calcium 15 chloride or other chemicals used to prevent roadway ice or because of the 16 oil content of pavement markings or from oil droppings or other effects of 17 traffic.. 18 11)The material shall not prohibit adhesion of other thermoplastic markings if, 19 at some future time,new markings are placed over existing material. 20 a) New material shall bond itself to the old line in such a manner that no 21 splitting or separation takes place. 22 12)The markings placed on the roadway shall be completely retroreflective 23 both internally and externally with traffic beads and shall exhibit uniform 24 retro-directive reflectance. 25 13)Traffic beads . 26 a) Manufactured from glass 27 b) Spherical in shape 28 c) Essentially free of sharp angular particles 29 d) Essentially free of particles showing cloudiness,surface scoring or 30 surface scratching 31 e) Water white in color 32 f) Applied at a uniform rate 33 g) Meet or exceed Specifications shown in AASHTO Standard 34 Specification for Glass Beads Used in Pavement Markings,AASHTO 35 Designation:M 247-09. 36 b. Thermoplastic,hot applied,extruded 37 1) Product shall be especially compounded for traffic markings 38 2) When placed on the roadway,the markings shall not be slippery when wet, 39 lift from pavement under normal weather conditions nor exhibit a tacky 40 exposed surface. 41 3) Cold ductility of the material shall permit normal road surface expansion 42 and contraction without chipping or cracking. 43 4) The markings shall retain their original color,dimensions and placement 44 under normal traffic conditions at road surface temperatures of 158 degrees 45 Fahrenheit and below. 46 5) Markings shall have uniform cross-section,clean edges,square ends and no 47 evidence of tracking. 48 6) The density and quality of the material shall be uniform throughout the 49 markings. CITY OF FORT WORTH 2014 CIP CONCRETE SIDEWALK,CONTRACT 2 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 02587 Revised December 20,2012 321723-6 PAVEMENT MARKINGS Page 6 of 11 1 7) The thickness shall be uniform throughout the length and width of the 2 markings. 3 8) The markings shall be 95 percent free of holes and voids, and free of 4 blisters for a minimum of 60 days after application. 5 9) The minimum thickness of the marking,as measured above the plane 6 formed by the pavement surface, shall not be less than 1/8 inch in the center 7 of the marking and 3/32 inch at a distance of I/2 inch from the edge. 8 10)Maximum thickness shall be 3/16 inch. 9 11)The material shall not deteriorate by contact with sodium chloride,calcium 10 chloride or other chemicals used to prevent roadway ice or because of the 11 oil content of pavement markings or from oil droppings or other effects of 12 traffic. 13 12)The material shall not prohibit adhesion of other thermoplastic markings if, 14 at some future time,new markings are placed over existing material. New 15 material shall bond itself to the old line in such a manner that no splitting or 16 separation takes place. 17 13)The markings placed on the roadway shall be completely retroreflective 18 both internally and externally with traffic beads and shall exhibit uniform 19 retro-directive reflectance. 20 14)Traffic beads 21 a) Manufactured from glass 22 b) Spherical in shape 23 c) Essentially free of sharp angular particles 24 d) Essentially free of particles showing cloudiness,surface scoring or 25 surface scratching 26 e) Water white in color 27 f) Applied at a uniform rate 28 g) Meet or exceed Specifications shown in AASHTO Standard 29 Specification for Glass Beads Used in Pavement Markings,AASHTO 30 Designation:M 247-09. 31 c. Preformed Polymer Tape 32 1) Material shall meet or exceed the Specifications for SWARCO Director 35, 33 3M High Performance Tape Series 3801 ES,or approved equal. 34 d. Preformed Heat-Activated Thermoplastic Tape 35 1) Material shall meet or exceed the Specifications for HOT Tape Brand 0.125 36 mil preformed thermoplastic or approved equal. 37 e. Traffic Paint 38 1) Materials shall meet or exceed the TxDOT Specification DMS-8200. 39 2. Raised Markers 40 a. Markers shall meet the requirements of the Texas Manual on Uniform Traffic 41 Control Devices. 42 b. Non-reflective markers shall be Type Y(yellow body)and Type W(white 43 body)round ceramic markers and shall meet or exceed the TxDOT 44 Specification DMS-4300. 45 c. The reflective markers shall be plastic,meet or exceed the TxDOT 46 Specification DMS-4200 for high-volume retroreflective raised markers and be 47 available in the following types: 48 1) Type I-C, white body, 1 face reflects white 49 2) Type II-A-A,yellow body,2 faces reflect amber 50 3) Type H-C-R,white body, 1 face reflects white,the other red CITY OF FORT WORTH 2014 CIP CONCRETE SIDEWALK,CONTRACT 2 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 02587 Revised December 20,2012 321723-7 PAVEMENT MARKINGS Page 7 of 11 1 3. Work Zone Markings 2 a. Tabs 3 1) Temporary flexible-reflective roadway marker tabs shall meet requirements 4 of TxDOT DMS-8242, "Temporary Flexible-Reflective Road Marker 5 Tabs." 6 2) Removable markings shall not be used to simulate edge lines. 7 3) No segment of roadway open to traffic shall remain without permanent 8 pavement markings for a period greater than 14 calendar days. 9 b. Raised Markers 10 1) All raised pavement markers shall meet the requirements of DMS-4200. 11 c. Striping 12 1) Work Zone striping shall meet or exceed the TxDOT Specification DMS- 13 8200. 14 2.3 ACCESSORIES[NOT USED] 15 2.4 SOURCE QUALITY CONTROL 16 A. Performance 17 1. Minimum maintained retroreflectivity levels for longitudinal markings shall meet 18 the requirements detailed in the table below for a minimum of 30 calendar days. Posted Speed(mph) <30 35-50 >_55 24ane roads with centerline n/a 100 250 markings only(1) All other roads(2) n/a 50 100 19 (1)Measured at standard 30-m geometry in units of mcd/m/lux. 20 (2)Exceptions: 21 A.When raised reflective pavement markings(RRPMs)supplement or substitute for a 22 longitudinal line,minimum pavement marking retroreflectivity levels are not applicable as 23 long as the RRPMs are maintained so that at least 3 are visible from any position along that 24 line during nighttime conditions. 25 B.When continuous roadway lighting assures that the markings are visible,minimum 26 pavement marking retroreflectivity levels are not applicable. 27 PART 3- EXECUTION 28 3.1 EXAMINATION[NOT USED] 29 3.2 PREPARATION 30 A. Pavement Conditions 31 1. Roadway surfaces shall be free of dirt,grease,loose and/or flaking existing 32 markings and other forms of contamination. 33 2. New Portland cement concrete surfaces shall be cleaned sufficiently to remove the 34 curing membrane. 35 3. Pavement to which material is to be applied shall be completely dry. CITY OF FORT WORTH 2014 CIP CONCRETE SIDEWALK,CONTRACT 2 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 02587 Revised December 20,2012 321723-8 PAVEMENT MARKINGS Page 8 of 11 1 4. Pavement shall be considered dry,if,on a sunny day after observation for 15 2 minutes,no condensation develops on the underside of a 1 square foot piece of 3 clear plastic that has been placed on the pavement and weighted on the edges. 4 5. Equipment and methods used for surface preparation shall not damage the 5 pavement or present a hazard to motorists or pedestrians. 6 3.3 INSTALLATION 7 A. General 8 1. The materials shall be applied according to the manufacturer's recommendations. 9 2. Markings and markers shall be applied within temperature limits recommended by 10 the material manufacturer,and shall be applied on clean,dry pavement having a 11 surface temperature above 50 degrees Fahrenheit. 12 3. Markings that are not properly applied due to faulty application methods or being 13 placed in-the wrong position or alignment shall be removed and replaced by the 14 Contractor at the Contractor's expense. If the mistake is such that it would be 15 confusing or hazardous to motorists,it shall be remedied the same day of 16 notification. Notification will be made by phone and confirmed by fax. Other 17 mistakes shall be remedied within 5 days of written notification. 18 4. When markings are applied on roadways open to traffic,care will be taken to 19 ensure that proper safety precautions are followed,including the use of signs, 20 cones,barricades,flaggers,etc. 21 5. Freshly applied markings shall be protected from traffic damage and disfigurement. 22 6. Temperature of the material must be equal to the temperature of the road surface 23 before allowing traffic to travel on it. 24 B. Pavement Markings 25 1. Thermoplastic,hot applied,spray 26 a. This method shall be used to install and replace long lines—centerlines,lane 27 lines,edge lines,turn lanes,and dots. 28 b. Markings shall be applied at a 110 mil thickness. 29 c. Markings shall be applied at a 90 mil thickness when placed over existing 30 markings. 31 d. Typical setting time shall be between 4 minutes and 10 minutes depending 32 upon the roadway surface temperature and the humidity factor. 33 e. Retroreflective raised markers shall be used to supplement the centerlines,lane 34 lines,and turn lanes. -Refer to City Standard Detail Drawings for placement. 35 f. Minimum retroreflectivity of markings shall meet or exceed values shown in 36 subparagraph 2.4.A.1 of this Specification. 37 2. Thermoplastic,hot applied,extruded 38 a. This method shall be used to install and replace crosswalks and stop-lines. 39 b. Markings shall be applied at a 125 mil thickness. 40 c. Minimum retroreflectivity of markings shall meet or exceed values shown in 41 this Specification. 42 3. Preformed Polymer Tape 43 a. This method shall be used to install and replace crosswalks, stop-lines,and 44 legends. 45 b. The applied marking shall adhere to the pavement surface with no slippage or 46 lifting and have square ends, straight lines and clean edges. CITY OF FORT WORTH 2014 CIP CONCRETE SIDEWALK,CONTRACT 2 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 02587 Revised December 20,2012 321723-9 PAVEMENT MARKINGS Page 9 of 11 1 c. Minimum retroreflectivity of markings shall meet or exceed values shown in 2 this Specification. 3 4. Preformed Heat-Activated Thermoplastic Tape 4 a. This method shall be used to install and replace crosswalks,stop-lines,and 5 legends. 6 b. The applied marking shall adhere to the pavement surface with no slippage or 7 lifting and have square ends, straight lines and clean edges. 8 c. Minimum retroreflectivity of markings shall meet or exceed values shown in 9 this Specification. 10 5. Traffic Paint 11 a. This method shall be used to install Work Zone Markings,Parking Lot 12 Markings and any other temporary marking application. 13 b. The applied marking shall adhere to the pavement surface with no slippage or 14 lifting and have square ends, straight lines and clean edges. 15 c. Minimum retroreflectivity of markings shall meet or exceed values shown in 16 this Specification. 17 C. Raised Markers 18 1. All permanent raised pavement markers on Portland Cement roadways shall be 19 installed with epoxy adhesive. Bituminous adhesive is not acceptable. 20 2. All permanent raised pavement markers on new asphalt roadways may be installed 21 with epoxy or bituminous adhesive. 22 3. A chalk line,chain or equivalent shall be used during layout to ensure that 23 individual markers are properly aligned. All markers shall be placed uniformly 24 along the line to achieve a smooth continuous appearance. 25 D. Work Zone Markings 26 1. Work shall be performed with as little disruption to traffic as possible. 27 2. Install longitudinal markings on pavement surfaces before opening to traffic. 28 3. Maintain lane alignment traffic control devices and operations until markings are 29 installed. 30 4. Install markings in proper alignment in accordance with the Texas=CD and as 31 shown on the Drawings. 32 5. Place standard longitudinal lines no sooner than 3 calendar days after the placement 33 of a surface treatment,unless otherwise shown on the Drawings. 34 6. Place markings in proper alignment with the location of the final pavement 35 markings. 36 7. Do not use raised pavement markers for words,symbols, shapes,or diagonal or 37 transverse lines. 38 8. All markings shall be visible from a distance of 300 feet in daylight conditions and 39 from a distance of at least 160 feet in nighttime conditions,illuminated by low- 40 beam automobile headlight. 41 9. The daytime and nighttime reflected color of the markings must be distinctly white 42 or yellow. 43 10. The markings must exhibit uniform retroreflective characteristics. 44 11. Epoxy adhesives shall not be used to work zone markings. CITY OF FORT WORTH 2014 CIP CONCRETE SIDEWALK,CONTRACT 2 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 02587 Revised December 20,2012 32 17 23-10 PAVEMENT MARKINGS Page 10 of 11 1 3.4 REMOVALS 2 1. Pavement Marking and Marker Removal 3 a. The industry's best practice shall be used to remove existing pavement 4 markings and markers. 5 b. If the roadway is being damaged during the marker removal,Work shall be 6 halted until consultation with the City. 7 c. Removals shall be done in such a matter that color and texture contrast of the 8 pavement surface will be held to a minimum. 9 d. Repair damage to asphaltic surfaces,such as spalling, shelling,etc.,greater than 10 1/inch in depth resulting from the removal of pavement markings and markers. 11 Driveway patch asphalt emulsion may be broom applied to reseal damage to 12 asphaltic surfaces. 13 e. Dispose of markers in accordance with federal,state, and local regulations. 14 f. Use any of the following methods unless otherwise shown on the Drawings. 15 1) Surface Treatment Method 16 a) Apply surface treatment at rates shown on the Drawings or as directed. 17 Place a surface treatment a minimum of 2 feet wide to cover the 18 existing marking. 19 b) Place a surface treatment,thin overlay,or microsurfacing a minimum 20 of 1 lane in width in areas where directional changes of traffic are 21 involved or in other areas as directed by the City. 22 2) Bum Method 23 a) Use an approved burning method. 24 b) For thermoplastic pavement markings or prefabricated pavement 25 markings,heat may be applied to remove the bulk of the marking 26 material prior to blast cleaning. 27 c) When using heat,avoid spalling pavement surfaces. 28 d) Sweeping or light blast cleaning may be used to remove minor residue. 29 3) Blasting Method 30 a) Use a blasting method such as water blasting,abrasive blasting,water 31 abrasive blasting,shot blasting,slurry blasting, water-injected abrasive 32 blasting,or brush blasting as approved. 33 b) Remove pavement markings on concrete surfaces by a blasting method 34 only. 35 4) Mechanical Method 36 a) Use any mechanical method except grinding. 37 b) Flail milling is acceptable in the removal of markings on asphalt and 38 concrete surfaces. 39 2. If a location is to be paved over,no additional compensation will be allowed for 40 marking or marker removal. 41 3.5 REPAIR/RESTORATION[NOT USED] 42 3.6 RE-INSTALLATION[NOT USED] 43 3.7 FIELD QUALITY CONTROL 44 A. All lines must have clean edges,square ends,and be uniform cross-section. 45 B. The density and quality of markings shall be uniform throughout their thickness. CITY OF FORT WORTH 2014 CIP CONCRETE SIDEWALK,CONTRACT 2 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 02587 Revised December 20,2012 321723-11 PAVEMENT MARKINGS Page 11 of 11 1 C. The applied markings shall have no more than 5 percent,by area,of holes or voids and 2 shall be free of blisters. 3 3.8 SYSTEM STARTUP[NOT USED] 4 3.9 ADNSTING[NOT USED] 5 3.10 CLEANING 6 A. Contractor shall clean up and remove all loose material resulting from construction 7 operations. 8 3.11 CLOSEOUT ACTIVITIES[NOT USED] 9 3.12 PROTECTION[NOT USED] 10 3.13 MAINTENANCE [NOT USED] 11 3.14 ATTACHMENTS [NOT USED] 12 END OF SECTION 13 Revision Log DATE NAME SUMMARY OF CHANGE 14 CITY OF FORT WORTH 2014 CIP CONCRETE SIDEWALK,CONTRACT 2 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 02587 Revised December 20,2012 321725-1 CURB ADDRESS PAINTING Page 1 of 3 1 SECTION 3217 25 2 CURB ADDRESS PAINTING 3 PART1 - GENERAL 4 1.1 SUMMARY 5 A. Section Includes: 6 1. Painting of house addresses on curb of driveway radiuses that are removed and 7 replaced as shown on the Drawings 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 12 Contract. 13 2. Division 1-General Requirements. 14 1.2 PRICE AND PAYMENT PROCEDURES 15 A. Measurement and Payment 16 1. Measurement 17 a. Measurement for this Item shall include two curb faces. Both curb faces shall 18 be paid for as a single bid item. 19 2. Payment 20 a. The work performed and the materials furnished in accordance with this Item 21 shall be paid for at the unit price bid per each"Curb Address Painting" 22 completed per address. 23 3. The price bid shall include: 24 a. Furnishing all labor,materials and equipment 25 b. Any incidentals necessary to complete Curb Address Painting 26 1.3 REFERENCES 27 A. Reference Standards 28 1. Reference standards cited in this Specification refer to the latest revision date 29 logged at the end of this Specification,unless a date is specifically cited. 30 1.4 —1.12[NOT USED] 31 PART 2- PRODUCTS 32 2.1 OWNER-FURNISHED[NOT USED] 33 2.2 EQUIPMENT,PRODUCT TYPES,MATERIALS 34 A. Materials 35 1. All materials shall be of recent product and suitable for its intended purpose. CITY OF FORT WORTH 2014 CEP CONCRETE SIDEWALK,CONTRACT 2 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 02587 Version November 4,2013 321725-2 CURB ADDRESS PAINTING Page 2 of 3 1 2. Background paint shall be 7100 Series 100%Acrylic Satin White paint 2 manufactured by Kwal Paint,or approved equal. 3 3. Lettering paint shall be 7100 Series 100%Acrylic Satin Black paint manufactured 4 by Kwal Paint,or approved equal. 5 B. Size Requirements 6 1. The minimum size for the background shall be 6-inches wide by 16-inches long,or 7 as directed in the Drawings. 8 2. The minimum size for letters shall be 4-inches high,or as directed in the Drawings. 9 2.3 ACCESSORIES[NOT USED] 10 2.4 SOURCE QUALITY CONTROL[NOT USED] 11 PART 3- EXECUTION 12 3.1 INSTALLERS[NOT USED] 13 3.2 EXAMINATION[NOT USED] 14 3.3 PREPARATION 15 A. Surface Preparation 16 1. Provide surface preparation in accordance with manufacturer's recommendations. 17 B. Surface Conditions 18 1. Unless approved otherwise by the City, surface conditions must meet the following '19 minimum requirements: 20 a. Concrete has cured for a minimum of 28-days 21 b. Surface temperature greater than 50°F and less than 95°F 22 2. No work shall occur if weather conditions may harm or damage the final finished 23 surface. 24 3.4 APPLICATION 25 A. Apply in accordance with the manufacturer's recommendations. 26 B. Background Application 27 1. Apply the background with 3-or 4-inch roller with 1/2-inch nap,unless otherwise 28 approved by the City. 29 C. Letter Application 30 1. Apply the lettering with 1-or 1/2-inch artificial nylon or polyester or combination 31 brush and stencils,unless otherwise approved by the City. CITY OF FORT WORTH 2014 CIP CONCRETE SIDEWALK,CONTRACT 2 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 02587 Version November 4,2013 321725-3 CURB ADDRESS PAINTING Page 3 of 3 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 Revision Log DATE NAME SUMMARY OF CHANGE 11/4/2013 Fred Griffin Clarified 1.2.A.La—to show bid item includes two curb faces. And 1.2.A.2.a— includes per address. 13 CITY OF FORT WORTH 2014 CH>CONCRETE SIDEWALK,CONTRACT 2 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 02587 Version November 4,2013 ' 323213-1 CAST-IN-PLACE CONCRETE RETAINING WALLS Page 1 of 5 1 SECTION 32 3213 2 CAST-IN-PLACE CONCRETE RETAINING WALLS 3 PART1- GENERAL 4 1.1 SUMMARY 5 A. Section Includes 6 1. Construction of cast-in-place concrete retaining wall(4' maximum height)of the 7 size and shape detailed on the plans and at the location shown on the plans 8 2. Construction of TxDOT standard cast-in-place,spread foot concrete retaining wall 9 of the size and shape detailed on the plans and at the location shown on the plans 10 B. Deviations from City of Fort Worth Standards 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 03 30 00-Cast-in-Place Concrete 16 4. Section 3123 16-Excavation 17 5. Section 3123 23-Fill 18 6. Section 3124 00-Embankments 19 7. Section 32 13 20-Concrete Sidewalks,Driveways And Barrier Free Ramps 20 8. Section 33 46 00-Subdrainage 21 D. Standard Details 22 1. TxDOT Standard—Spread Footing Walls 23 a. RW 1 (L)A—Low Footing Pressure,Design.A Retaining Walls 24 b. RW 1 (L)B—Low Footing Pressure,Design B Retaining Walls 25 c. RW 1 (L)C—Low Footing Pressure,Design C Retaining Walls 26 d. RW 1 (H)A—High Footing Pressure,Design A Retaining Walls 27 e. RW 1 (H)B—High Footing Pressure,Design B Retaining Walls 28 f. RW 1 (H)C—High Footing Pressure,Design C Retaining Walls 29 g. RW 2—Retaining Wall Miscellaneous Details 30 1.2 PRICE AND PAYMENT PROCEDURES 31 A. Measurement and Payment 32 1. Measurement 33 a. Concrete Retaining Wall with Sidewalk 34 1) Retaining wall:measured by the square foot of the front surface area of the 35 wall. 36 2) Sidewalk constructed adjacent to wall: See Section 32 13 20. 37 b. TxDOT Standard—Spread Footing Walls 38 1) Measured by the square foot of the front surface area of the wall. 39 2) Unless otherwise shown on the plans,measure area from finished ground 40 line on the face of the exterior wall to the top of the wall including any 41 coping required(not including railing). CITY OF FORT WORTH 2014 CIP CONCRETE SIDEWALK,CONTRACT 2 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 02587 Revised July 1,2011 323213-2 CAST-IN-PLACE CONCRETE RETAINING WALLS Page 2 of 5 1 2. Payment 2 a. Based on the work performed and all materials furnished for cast-in-place 3 concrete retaining walls of the type or special surface finish specified. 4 b. Subsidiary work and materials include: 5 1) excavation in back of retaining walls 6 2) furnishing and placing footings,leveling pads and copings. 7 3) furnishing,placing,and compacting backfill(except in embankment areas). 8 4) furnishing and placing concrete,reinforcing steel,waterproofing material, 9 filter material and drain pipe,joint material,water stop, and filter fabric 10 when required 11 5) fabricating,curing,and finishing wall including special coatings when 12 specified. 13 6) equipment,labor,tools;and incidentals. 14 1.3 REFERENCES 15 A. Definitions 16 1. Permanent Wall. Retaining wall with a design service life of 75 years.All walls are 17 presumed to be permanent walls unless otherwise specified in the plans 18 B. Reference standards cited in this specification refer to the current reference standard 19 published at the time of the latest revision date logged at the end of this specification, 20 unless a date is specifically cited. 21 1. ASTM International(ASTM): 22 a. D4491,Standard Test Methods for Water Permeability of Geotextiles by 23 Permittivity 24 b. D4533,Standard Test Method for Trapezoid Tearing Strength of Geotextiles 25 c. D4632,Standard Test Method for Grab Breaking Load and Elongation of 26 Geotextiles 27 d. D4751,Standard Test Method for Determining Apparent Opening Size of a 28 Geotextile 29 2. Texas Department of Transportation(TXDOT),Standard Specifications for 30 Construction and Maintenance of Highways and Bridges: 31 a. 110,Excavation 32 b. 132,Embankment 33 c. 400,Excavation and Backfill for Structures 34 d. 420,Concrete Structures 35 e. 421,Hydraulic Cement Concrete 36 f. 423,Retaining Walls 37 g. 440,Reinforcing Steel 38 h. 445,Galvanizing 39 i. 458,Waterproofing Membranes for Structures 40 j. 556,Pipe Underdrains 41 3. Texas Department of Transportation(TXDOT),Manual of Testing Procedures: 42 a. Tex-616-J,Construction Fabrics 43 1.4 ADMINISTRATIVE REQUIREMENTS[NOT USED] 44 1.5 SUBMITTALS 45 A. See Section 03 30 00. CITY OF FORT WORTH 2014 CIP CONCRETE SIDEWALK,CONTRACT 2 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 02587 Revised July 1,2011 323213-3 CAST-IN-PLACE CONCRETE RETAINING WALLS Page 3 of 5 1 1.6 ACTION 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. See Section 03 30 00. 6 1.10 DELIVERY,STORAGE,AND HANDLING 7 A. See Section 03 30 00. 8 1.11 SITE CONDITIONS 9 A. Ambient Conditions: See Section 03 30 00. 10 1.12 WARRANTY[NOT USED] 11 PART 2- PRODUCTS 12 2.1 OWNER-FURNISHED PRODUCTS [NOT USED] 13 2.2 MATERIALS 14 A. Concrete and Reinforcing Steel 15 1. Concrete Retaining Wall with Sidewalk 16 a. Section 03 30 00. 17 2. TxDOT Standard—Spread Footing Walls 18 a. 420,Concrete Structures. 19 b. 421,Hydraulic Cement Concrete. 20 c. 440,Reinforcing Steel. 21 d. 445,Galvanizing. 22 e. 458,Waterproofing Membranes for Structures. 23 B. Backfill 24 1. Concrete Retaining Wall with Sidewalk 25 a. Section 3123 23. 26 2. TxDOT Standard—Spread Footing Walls 27 a. 132,Embankments. 28 C. Underdrains 29 1. Concrete Retaining Wall with Sidewalk 30 a. Section 33 46 00. 31 2. TxDOT Standard—Spread Footing Walls 32 a. 556,Pipe Underdrains. 33 D. Filter Fabric 34 1. General 35 a. Provide standard weight fabric for retaining walls and soil separation. 36 b. Provide filter fabric rated as UV-resistant when used as part of the exposed 37 facing for a temporary wall. 38 c. The fabric consists exclusively of manmade thermoplastic fibers,is a non- 39 woven geotextile fabric,and forms a mat of uniform quality. CITY OF FORT WORTH 2014 CIP CONCRETE SIDEWALK,CONTRACT 2 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 02587 Revised July 1,2011 323213-4 CAST-IN-PLACE CONCRETE RETAINING WALLS Page 4 of 5 1 d. Fabric fibers are continuous and random throughout the fabric. 2 e. The fabric is mildew resistant and rot-proof,and it is satisfactory for use in a 3 wet soil and aggregate environment. 4 2. Physical Requirements:The fabric must conform to the requirements listed in Table 5 1 when tested in accordance with the test methods specified. 6 7 Table 1 8 Filter Fabric Requirements 9 Physical Properties Test Method Value Fabric Weight,on an ambient Tex-6164 4 oz/yard temperature air-dri6d,tension free sample Permittivity, 1/sec ASTM D4491 1.0,min Tensile Strength,lbs ASTM D4632 100 lbs Apparent Opening Size ASTM D4751 70-100 Elongation at yield, ercent ASTM D4632 20-100 Trapezoidal Tear,lbs ASTM D4533 35 lbs 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[NOT USED] 16 3.4 INSTALLATION 17 A. Construct retaining walls in accordance with details shown on the plans,on the 18 approved working drawings,and to the pertinent requirements of the following 19 Sections: 20 1. Concrete Retaining Wall with Sidewalk 21 a. Section 03 30 00. 22 b. Section 3123 16. 23 c. Section 3123 23. 24 d. Section 3124 00. 25 e. Section 33 46 00. 26 2. TxDOT Standard—Spread Footing Walls 27 a. 110,Excavation. 28 b. 132,Embankment. 29 c. 400,Excavation and Backfill for Structures. 30 d. 423,Retaining Walls 31 e. 420,Concrete Structures. 32 f. 458,Water proofing Membranes for Structures. 33 g. 556,Pipe Underdrains. CITY OF FORT WORTH 2014 CIP CONCRETE SIDEWALK,CONTRACT 2 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 02587 Revised July 1,2011 323213-5 CAST-IN-PLACE CONCRETE RETAINING WALLS Page 5 of 5 1 3.5 REPAIR 2 A. See Section 03 30 00. 3 3.6 RE-INSTALLATION[NOT USED] 4 3.7 FIELD QUALITY CONTROL 5 A. See Section 03 30 00. 6 3.8 SYSTEM STARTUP[NOT USED] 7 3.9 ADJUSTING[NOT USED] 8 3.10 CLEANING[NOT USED] 9 3.11 CLOSEOUT ACTIVITIES [NOT USED] 10 3.12 PROTECTION[NOT USED] 11 3.13 MAINTENANCE[NOT USED] 12 3.14 ATTACHMENTS[NOT USED] 13 END OF SECTION 14 Revision Log DATE NAME SUMMARY OF CHANGE 15 CITY OF FORT WORTH 2014 CIP CONCRETE SIDEWALK,CONTRACT 2 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 02587 Revised July 1,2011 329119-1 TOPSOIL PLACEMENT AND FINISHING OF PARKWAYS Page 1 of 3 1 SECTION 32 9119 2 TOPSOIL PLACEMENT AND FINISHING OF PARKWAYS 3 PARTI - GENERAL 4 1.1 SUMMARY 5 A. Section Includes: 6 1. Furnish and place topsoil to the depths and on the areas shown on the Drawings. 7 B. Deviations from this City of Fort Worth Standard Specification 8 1. FOR.THIS,PROJECT FURNISHING,HAULING,LOADING AND PLACING 11 1- 9 TOP,SOIL BEHIND THE CURB SHALL BE CONSIDERED SUBSIDIARY TO 10 CONCRETE SIDEWALK 3213 20. 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 SUBSIDIARY TO CONCRETE SIDEWALK 16 , Me en 17 a. Measu-e..,e„t f„«this he.,, sha l l.e by e„1„e,era of Tepseil in place 18 z— - D t �m°irc 19 a. The rl. F ..e.a and.,,.,tefi is fu fnished in aeeor-daiiee yAth this Rem 20 "Meastffement”will be paid fef at the unit pfiee 21 22 b. All e ,a4ia,required by this rte.,,in out seer;...,- -belt he-m re.l; 23 24 25 iptilations ifwelved-. 26 3. The p e bid shall;.,elu4 27 n. Fi ffnishing TapseA 28 b. Leading 29 e. Hauliag 30 d. Plaeing 31 1.3 REFERENCES[NOT USED] 32 1.4 ADMINISTRATIVE REQUIREMENTS [NOT USED] 33 1.5 ACTION SUBMITTALS [NOT USED] 34 1.6 ACTION SUBMITTALSANFORMATIONAL SUBMITTALS [NOT USED] 35 1.7 CLOSEOUT SUBMITTALS [NOT USED] 36 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 37 1.9 QUALITY ASSURANCE[NOT USED] 38 1.10 DELIVERY,STORAGE,AND HANDLING[NOT USED] 39 1.11 FIELD[SITE] CONDITIONS [NOT USED] CITY OF FORT WORTH 2014 CIP CONCRETE SIDEWALK,CONTRACT 2 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 02587 Revised December 20,2012 3291 19-2 TOPSOIL PLACEMENT AND FINISHING OF PARKWAYS Page 2 of 3 1 1.12 WARRANTY[NOT USED] 2 PART 2- PRODUCTS 3 2.1 OWNER-FURNISHED[oR]OWNER-SUPPLIEDPRODUCTS[NOT USED] 4 2.2 MATERIALS 5 A. Topsoil 6 1. Use easily cultivated,fertile topsoil that: 7 a. Is free from objectionable material including subsoil,weeds,clay lumps,non- 8 soil materials,roots,stumps or stones larger than 1.5 inches 9 b. Has a high resistance to erosion 10 c. Is able to support plant growth 11 2. Secure topsoil from approved sources. 12 3. Topsoil is subject to testing by the City. 13 4. pH: 5.5 to 8.5. 14 5. Liquid Limit:50 or less 15 6. Plasticity Index: 20 or less 16 7. Gradation: maximum of 10 percent passing No.200 sieve 17 B. Water: Clean and free of industrial wastes and other substances harmful to the growth 18 of vegetation 19 2.3 ACCESSORIES [NOT USED] 20 2.4 SOURCE QUALITY CONTROL[NOT USED] 21 PART 3- EXECUTION 22 3.1 INSTALLERS [NOT USED] 23 3.2 EXAMINATION[NOT USED] 24 3.3 PREPARATION[NOT USED] 25 3.4 INSTALLATION 26 A. Finishing of Parkways 27 1. Smoothly shape parkways,shoulders, slopes,and ditches. 28 2. Cut parkways to finish grade prior to the placing of any improvements in or 29 adjacent to the roadway. 30 3. In the event that unsuitable material for parkways is encountered,extend the depth 31 of excavation in the parkways 6 inches and backfill with top soil. 32 4. Make standard parkway grade perpendicular to and draining to the curb line. 33 a. Minimum: 1/4 inch per foot 34 b. Maximum:4:1 35 c. City may approve variations from these requirements in special cases. 36 5. Whenever the adjacent property is lower than the design curb grade and runoff 37 drains away from the street,the parkway grade must be set level with the top of the 38 curb. 39 6. The design grade from the parkway extends to the back of the walk line. CITY OF FORT WORTH 2014 CIP CONCRETE SIDEWALK,CONTRACT 2 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 02587 Revised December 20,2012 329119-3 TOPSOIL PLACEMENT AND FINISHING OF PARKWAYS Page 3 of 3 1 7. From that point(behind the walk),the grade may slope up or down at maximum 2 slope of 4:1. 3 B. Placing of Topsoil 4 1. Spread the topsoil to a uniform loose cover at the thickness specified. 5 2. Place and shape the topsoil as directed. 6 3. Hand rake finish a minimum of 5 feet from all flatwork. 7 4. Tamp the topsoil with a light roller or other suitable equipment. 8 3.5 REPAUVRESTORATION] [NOT USED] 9 3.6 RE-INSTALLATION[NOT USED] 10 3.7 FIELD QUALITY CONTROL[NOT USED] 11 3.8 SYSTEM STARTUP[NOT USED] 12 3.9 ADJUSTING[NOT USED] 13 3.10 CLEANING[NOT USED] 14 3.11 CLOSEOUT ACTIVITIES[NOT USED] 15 3.12 PROTECTION[NOT USED] 16 3.13 MAINTENANCE[NOT USED] 17 3.14 ATTACHMENTS[NOT USED] 18 END OF SECTION 19 Revision Log DATE NAME SUMMARY OF CHANGE 20 CITY OF FORT WORTH 2014 CIP CONCRETE SIDEWALK,CONTRACT 2 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 02587 Revised December 20,2012 329213-1 HYDROMULCHING,SEEDING AND SODDING Page 1 of 8 1 SECTION 32 9213 2 HYDROMULCHING,SEEDING AND SODDING 3 PART1 - GENERAL 4 1.1 SUMMARY 5 A. Section Includes: 6 1. Furnishing and installing grass sod and permanent seeding as shown on Drawings, 7 or as directed. 8 B. Deviations from this City of Fort Worth Standard Specification 9 1. None. 10 C. Related Specification Sections include,but are not necessarily limited to: 11 1. Division 0-Bidding Requirements,Contract Forms,and Conditions of the Contract 12 2. Division 1 -General Requirements 13 3. Section 32 9119—Topsoil Placement and Finishing of Parkways 14 1.2 PRICE AND PAYMENT PROCEDURES 15 A. Measurement and Payment 16 1. Block Sod Placement 17 a. Measurement 18 1) Measurement for this Item shall be by the square yard of Block Sod placed. 19 b. Payment 20 1) The work performed and materials furnished in accordance with this Item 21 and measured as provided under"Measurement"will be paid for at the unit 22 price bid per square yard of Block Sod placed. 23 c. The price bid shall include: 24 1) Furnishing and placing all sod 25 2) Rolling and tamping 26 3) Watering(until established) 27 4) Disposal of surplus materials 28 2. Seeding 29 a. Measurement 30 1) Measurement for this Item shall be by the square yard of Seed spread. 31 b. Payment 32 1) The work performed and materials furnished in accordance with this Item 33 and measured as provided under"Measurement"will be paid for at the unit 34 price bid per square yard of Seed placed for various installation methods. 35 c. The price bid shall include: 36 1) Furnishing and placing all Seed 37 2) Furnishing and applying water for seed fertilizer 38 3) Slurry and hydraulic mulching 39 4) Fertilizer 40 5) Watering and mowing(until established) 41 6) Disposal of surplus materials 42 3. Mowing 43 a. Measurement CITY OF FORT WORTH 2014 CIP CONCRETE SIDEWALK,CONTRACT 2 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 02587 Revised December 20,2012 329213-2 HYDROMULCHING,SEEDING AND SODDING Page 2 of 8 1 1) Measurement for this Item shall per each. 2 b. Payment 3 1) The work performed and materials furnished in accordance with this Item 4 and measured as provided under"Measurement"will be paid for at the unit 5 price bid per each. 6 1.3 REFERENCES [NOT USED] 7 1.4 ADMINISTRATIVE REQUIREMENTS[NOT USED] 8 1.5 ACTION SUBMITTALS[NOT USED] 9 1.6 INFORMATIONAL SUBMITTALS 10 A. Seed 11 1. Vendors' certification that seeds meet Texas State seed law including: 12 a. Testing and labeling for pure live seed(PLS) 13 b. Name and type of seed 14 2. All seed shall be tested in a laboratory with certified results presented to the City in 15 writing,prior to planting. 16 3. All seed to be of the previous season's crop and the date on the container shall be 17 within 12 months of the seeding date. 18 1.7 CLOSEOUT SUBMITTALS[NOT USED] 19 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 20 1.9 QUALITY ASSURANCE[NOT USED] 21 1.10 DELIVERY,STORAGE,AND HANDLING 22 A. Block Sod 23 1. Protect from exposure to wind,sun and freezing. 24 2. Keep stacked sod moist. 25 B. Seed 26 1. If using native grass or wildflower seed,seed must have been harvested within 100 27 miles of the construction site. 28 2. Each species of seed shall be supplied in a separate,labeled container for 29 acceptance by the City. 30 C. Fertilizer 31 1. Provide fertilizer labeled with the analysis. 32 2. Conform to Texas fertilizer law. 33 1.11 FIELD[SITE] CONDITIONS [NOT USED] 34 1.12 WARRANTY[NOT USED] 35 PART 2- PRODUCTS [NOT USED] 36 2.1 OWNER-FURNISHED PRODUCTS [NOT USED] 37 2.2 MATERIALS AND EQUIPMENT 38 A. Materials CITY OF FORT WORTH 2014 CIP CONCRETE SIDEWALK,CONTRACT 2 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 02587 Revised December 20,2012 329213-3 HYDROMULCHING,SEEDING AND SODDING Page 3 of 8 1 1. Block Sod 2 a. Sod Varieties(match existing if applicable) 3 1) "Stenotaphrum secundatum" (St.Augustine grass) 4 2) "Cynodon dactylon"(Common Bermudagrass) 5 3) "Buchloe dacryloides" (Buffalograss) 6 4) an approved hybrid of Common Bermudagrass 7 5) or an approved Zoysiagrass 8 b. Sod must contain stolons,leaf blades,rhizomes and roots. 9 c. Sod shall be alive,healthy and free of insects, disease,stones,undesirable 10 foreign materials and weeds and grasses deleterious to its growth or which 11 might affect its subsistence or hardiness when transplanted. 12 d. Minimum sod thickness:3/4 inch 13 e. Maximum grass height: 2 inches 14 f. Acceptable growing beds 15 1) St.Augustine grass sod: clay or clay loam topsoil 16 2) Bermuda grasses and zoysia grasses:sand or sandy loam soils 17 g. Dimensions 18 1) Machine cut to uniform soil thickness. 19 2) Sod shall be of equal width and of a size that permits the sod to be lifted, 20 handled and rolled without breaking. 21 h. Broken or torn sod or sod with uneven ends shall be rejected. 22 2. Seed 23 a. General 24 1) Plant all seed at rates based on pure live seed(PLS) 25 a) Pure Live Seed(PLS)determined using the formula: 26 (1) Percent Pure Live Seed=Percent Purity x[(Percent Germination+ 27 Percent Firm or Hard Seed)+ 100] 28 2) Availability of Seed 29 a) Substitution of individual seed types due to lack of availability may be 30 permitted by the City at the time of planting. 31 b) Notify the City prior to bidding of difficulties locating certain species. 32 3) Weed seed 33 a) Not exceed ten percent by weight of the total of pure live seed(PLS) 34 and other material in the mixture 35 b) Seed not allowed: 36 (1) Johnsongrass 37 (2) Nutgrass seed 38 4) Harvest seed within 1-year prior to planting 39 b. Non-native Grass Seed 40 1) Plant between April 15 and September 10 41 Lbs. Common Name Botanical Name Purity Germination PLS/Acre (percent) (percent) 25 Bermuda(unhulled) cynodon dactylon 85 90 75 Bermuda(hulled) cynodon dactylon 95 90 42 43 2) Plant between September 10 and April 15 44 Lbs. Common Name Botanical Name Purity Germination PLS/Acre (percent) (percent) CITY OF FORT WORTH 2014 CIP CONCRETE SIDEWALK,CONTRACT 2 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 02587 Revised December 20,2012 329213-4 HYDROMULCHING,SEEDING AND SODDING Page 4 of 8 220 Rye Grass lolium multiflorum 85 90 75 Bermuda(unhulled) cynodon dactylon 95 90 1 2 c. Native Grass Seed 3 1) Plant between February 1 and October 1. 4 Lbs.PLS/Acre Common Name Botanical Name 1.6 Green Sprangletop Leptochloa dubia 5.5 Sideoats Grama* Bouteloua curtipendula 3.7 Little Bluestem* Schizachyrium scoparium 17.0 Buffalograss Buchloe dactyloides 1.8 Indian Grass* Sorghastrum nutans 0.5 Sand Lovegrass* Eragrostis trichodes 6.0 Big Bluestem Andropogon gerardii 8.0 Eastern Grama Tripscacum dactyloides 1.2 Blue Grama Bouteloua gracilis 1.8 Switchgrass Panicum virgatum 10.0 Prairie Wildrye* Elymus canadensis 5 6 d. Wildflower Seed 7 1) Plant between the following: 8 a) March 5 and May 31 9 b) September 1 and December 1 10 Lbs.PLS/Acre Common Name Botanical Name 3.0 Bush Sunflower Sinsia calva 5.0 Butterfly Weed Asclepias tuberosa 2.0 Clasping Coneflower* Rudbeckia amplexicaulis 3.0 Golden-Wave Coreopsis basalis 13.4 Illinois Bundleflower Desmanthus illinoensis 13.6 Partridge Pea Cassia fasciculata 2.0 Prairie Verbena Verbena bipinnatifida 8.0 Texas Yellow Star Lindheimeri texana 8.0 Winecup Callirhoe involcrata 2.0 Black-eyed Susan Rudbeckia hirta 18.0 Cutleaf Daisy Engelmannia pinnatifida 2.0 Obedient Plant Physostegia intermedia 3.0 Pitcher Sage Salvia azurea 2.0 Plains Coreopsis Coreopsis tinctoria 8.0 Scarlet Sage Salvia coccinea 11 *not to be planted within ten feet of a road or parking lot or within three feet of a 12 walkway 13 14 e. Temporary Erosion Control Seed 15 1) Consist of the sowing of cool season plant seeds. 16 3. Mulch 17 a. For use with conventional mechanical or hydraulic planting of seed. 18 b. Wood cellulose fiber produced from virgin wood or recycled paper-by-products 19 (waste products from paper mills or recycled newspaper). 20 c. No growth or germination inhibiting factors. 21 d. No more than ten percent moisture,air dry weight basis. 22 e. Additives:binder in powder form. CITY OF FORT WORTH 2014 CIP CONCRETE SIDEWALK,CONTRACT 2 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 02587 Revised December 20,2012 329213-5 HYDROMULCHING,SEEDING AND SODDING Page 5 of 8 1 f. Form a strong moisture retaining mat. 2 4. Fertilizer 3 a. Acceptable condition for distribution 4 b. Applied uniformly over the planted area 5 c. Analysis 6 1) 16-20-0 7 2) 16-8-8 8 d. Fertilizer rate: 9 1) Not required for wildflower seeding 10 2) Newly established seeding areas- 100 pounds of nitrogen per acre 11 3) Established seeding areas- 150 pounds of nitrogen per acre 12 5. Topsoil: See Section 32 91 19. 13 6. Water: clean and free of industrial wastes or other substances harmful to the 14 germination of the seed or to the growth of the vegetation. 15 7. Soil Retention Blanket 16 a. "Curlex P'from American Excelsior,900 Ave.H East,Post Office Box 5624, 17 Arlington,Texas 76001, 1-800-777-SOIL or approved equal. 18 19 2.3 ACCESSORIES[NOT USED] 20 2.4 SOURCE QUALITY CONTROL[NOT USED] 21 PART 3- EXECUTION[NOT USED] 22 3.1 INSTALLERS [NOT USED] 23 3.2 EXAMINATION[NOT USED] 24 3.3 PREPARATION 25 A. Surface Preparation:clear surface of all material including: 26 1. Stumps,stones,and other objects larger than one inch. 27 2. Roots,brush,wire,stakes,etc. 28 3. Any objects that may interfere with seeding or maintenance. 29 B. Tilling 30 1. Compacted areas:till 1 inch deep 31 2. Areas sloped greater than 3:1:run a tractor parallel to slope to provide less 32 seed/water run-off 33 3. Areas near trees: Do not till deeper than 1/2 inch inside"drip line" of trees. 34 3.4 INSTALLATION 35 A. Block Sodding 36 1. General 37 a. Place sod between curb and walk and on terraces that is the same type grass as 38 adjacent grass or existing lawn. 39 b. Plant between the average last freeze date in the spring and 6 weeks prior to the 40 average first freeze in the fall. 41 2. Installation CITY OF FORT WORTH 2014 CIP CONCRETE SIDEWALK,CONTRACT 2 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 02587 Revised December 20,2012 329213-6 HYDROMULCHING,SEEDING AND SODDING Page 6 of 8 1 a. Plant sod specified after the area has been completed to the lines and grades 2 shown on the Drawings with 6 inches of topsoil. 3 b. Use care to retain native soil on the roots of the sod during the process of 4 excavating,hauling and planting. 5 c. Keep sod material moist from the time it is dug until planted. 6 d. Place sod so that the entire area designated for sodding is covered. 7 e. Fill voids left in the solid sodding with additional sod and tamp. 8 f. Roll and tamp sod so that sod is in complete contact with topsoil at a uniform 9 slope. 10 g. Peg sod with wooden pegs(or wire staple)driven through the sod block to the 11 firm earth in areas that may slide due to the height or slope of the surface or 12 nature of the soil. 13 3. Watering and Finishing 14 a. Furnish water as an ancillary cost to Contractor by means of temporary 15 metering/irrigation,water truck or by any other method necessary to achieve 16 an acceptable stand of turf as defined in 3.13.B. 17 b. Thoroughly water sod immediately after planted. 18 c. Water until established. 19 d. Generally, an amount of water that is equal to the average amount of rainfall 20 plus 1/2 inch per week should be applied until accepted. If applicable,plant 21 large areas by irrigation zones to ensure areas are watered as soon as they are 22 planted. 23 B. Seeding 24 1. General 25 a. Seed only those areas indicated on the Drawings and areas disturbed by 26 construction. 27 b. Mark each area to be seeded in the field prior to seeding for City approval. 28 2. Broadcast Seeding 29 a. Broadcast seed in 2 directions at right angles to each other. 30 b. Harrow or rake lightly to cover seed. 31 c. Never cover seed with more soil than twice its diameter. 32 d. For wildflower plantings: 33 1) Scalp existing grasses to 1 inch 34 2) Remove grass clippings, so seed can make contact with the soil. 35 3. Mechanically Seeding(Drilling): 36 a. Uniformly distribute seed over the areas shown on the Drawings or as directed. 37 b. All varieties of seed and fertilizer may be distributed at the same time provided 38 that each component is uniformly applied at the specified rate. 39 c. Drill seed at a depth of 1/4 inch to 3/8 inch utilizing a pasture or rangeland type 40 drill. 41 d. Drill on the contour of slopes 42 e. After planting roll with a roller integral to the seed drill,or a corrugated roller 43 of the"Cultipacker"type. 44 f. Roll slope areas on the contour. 45 4. Hydromulching 46 a. Mixing: Seed,mulch,fertilizer and water may be mixed provided that: 47 1) Mixture is uniformly suspended to form a homogenous slurry. CITY OF FORT WORTH 2014 CIP CONCRETE SIDEWALK,CONTRACT 2 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 02587 Revised December 20,2012 329213-7 HYDROMULCHING,SEEDING AND SODDING Page 7 of 8 1 2) Mixture forms a blotter-like ground cover impregnated uniformly with 2 grass seed. 3 3) Mixture is applied within 30 minutes after placed in the equipment. 4 b. Placing 5 1) Uniformly distribute in the quantity specified over the areas shown on the 6 Drawings or as directed. 7 5. Fertilizing: uniformly apply fertilizer over seeded area. 8 6. Watering 9 a. Furnish water by means of temporary metering/irrigation,water truck or by 10 any other method necessary to achieve an acceptable stand of turf as defined in 11 3.13.B. 12 b. Water soil to a minimum depth of 4 inches within 48 hours of seeding. 13 c. Water as direct by the City at least twice daily for 14 days after seeding in such 14 a manner as to prevent washing of the slopes or dislodgement of the seed. 15 d. Water until final acceptance. 16 e. Generally,an amount of water that is equal to the average amount of rainfall 17 plus 1/2 inch per week should be applied until accepted. 18 3.5 REPAIR/RESTORATION[NOT USED] 19 3.6 RE-INSTALLATION[NOT USED] 20 3.7 FIELD 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 25 3.12 PROTECTION[NOT USED] 26 3.13 MAINTENANCE 27 A. Block Sodding 28 1. Water and mow sod until completion and final acceptance of the Project or as 29 directed by the City. 30 2. Sod shall not be considered finally accepted until the sod has started to peg down 31 (roots growing into the soil)and is free from dead blocks of sod. 32 B. Seeding 33 1. Water and mow sod until completion and final acceptance of the Project or as 34 directed by the City. 35 2. Maintain the seeded area until each of the following is achieved: 36 a. Vegetation is evenly distributed 37 b. Vegetation is free from bare areas 38 3. Turf will be accepted once fully established. 39 a. Seeded area must have 100 percent growth to a height of 3 inches with 1 mow 40 cycle performed by the Contractor prior to consideration of acceptance by the 41 City. 42 C. Rejection CITY OF FORT WORTH 2014 CIP CONCRETE SIDEWALK,CONTRACT 2 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 02587 Revised December 20,2012 329213-8 HYDROMULCHING,SEEDING AND SODDING Page 8 of 8 1 1. City may reject block sod or seeded area on the basis of weed populations. 2 3.14 ATTACHMENTS[NOT USED] 3 END OF SECTION 4 Revision Log DATE NAME SUMMARY OF CHANGE 5 CITY OF FORT WORTH 2014 CIP CONCRETE SIDEWALK,CONTRACT 2 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 02587 Revised December 20,2012 330513-1 FRAME,COVER,AND GRADE RINGS Page 1 of 5 1 SECTION 33 0513 2 FRAME,COVER,AND GRADE RINGS 3 PART1- GENERAL 4 1.1 SUMMARY 5 A. Section Includes: 6 1. Frame,cover and grade rings used as access ports into water,sanitary sewer and 7 storm drain structures such manholes or vaults 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 12 Contract 13 2. Division 1—General Requirements 14 1.2 PRICE AND PAYMENT PROCEDURES 15 A. Measurement and Payment 16 1. Measurement 17 a. This Item is considered subsidiary to the structure containing the frame,cover 18 and grade rings. 19 2. Payment 20 a. The work performed and the materials furnished in accordance with this Item 21 are subsidiary to the unit price bid per each structure complete in place,and no 22 other compensation will be allowed. 23 1.3 REFERENCES 24 A. Reference Standards 25 1. Reference standards cited in this Specification refer to the current reference 26 standard published at the time of the latest revision date logged at the end of this 27 Specification,unless a date is specifically cited. 28 2. ASTM International(ASTM) 29 a. ASTM A48—Standard Specification for Gray Iron Castings 30 b. ASTM A536-Standard Specification for Ductile Iron Castings 31 c. ASTM C478-Specification for Precast Reinforced Concrete Manhole Sections 32 3. American Association of State Highways and Transportation Officials(AASHTO) 33 a. AASHTO M306—Standard Specification for Drainage,Sewer,Utility and 34 Related Castings 35 1.4 ADMINISTRATIVE REQUIREMENTS[NOT USED] 36 1.5 SUBMITTALS 37 A. Submittals shall be in accordance with Section 0133 00. CITY OF FORT WORTH 2014 CIP CONCRETE SIDEWALK,CONTRACT 2 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 02587 Revised July 1,2011 330513-2 FRAME,COVER,AND GRADE RINGS Page 2 of 5 1 B. All submittals shall be approved by the Engineer or the City prior to delivery and/or 2 fabrication for specials. 3 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS 4 A. Product Data 5 1. All castings shall be cast with: 6 a. Approved foundry's name 7 b. Part number 8 c. Country of origin 9 2. Provide manufacturer's: 10 a. Specifications 11 b. Load tables 12 c. Dimension diagrams 13 d. Anchor details 14 e. Installation instructions 15 B. Certificates 16 1. Manufacturer shall certify that all castings conform to the ASTM and AASHTO 17 designations. 18 1.7 CLOSEOUT SUBMITTALS[NOT USED] 19 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 20 1.9 QUALITY ASSURANCE[NOT USED] 21 1.10 DELIVERY,STORAGE,AND HANDLING[NOT USED] 22 1.11 FIELD[SITE] CONDITIONS[NOT USED] 23 1.12 WARRANTY[NOT USED] 24 PART 2- PRODUCTS 25 2.1 OWNER-FURNISHED[oR]OWNER-SUPPLIED PRODUCTS[NOT USED] 26 2.2 EQUIPMENT,PRODUCT TYPES,MATERIALS 27 A. Manufacturers 28 1. Only the manufacturers as listed on the City's Standard Products List will be 29 considered as shown in Section 0160 00. 30 a. The manufacturer must comply with this Specification and related Sections. 31 2. Any product that is not listed on the Standard Products List is considered a 32 substitution and shall be submitted in accordance with Section 0125 00. 33 B. Castings 34 1. Use castings for frames that conform to ASTM A48,Class 35B or better. 35 2. Use castings for covers that conform to ASTM A536,Grade 65-45-12 or better. 36 3. Use clean casting capable of withstanding application of AASHTO HS-20 vehicle 37 loading with permanent deformation. 38 4. Covers CITY OF FORT WORTH 2014 CIP CONCRETE SIDEWALK,CONTRACT 2 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 02587 Revised July 1,2011 { 330513-3 FRAME,COVER,AND GRADE RINGS E Page 3 of 5 1 a. Size to set flush with the frame with no larger than a 1/8 inch gap between the 2 frame and cover 3 b. Provide with 2 inch wide pick slots in lieu of pick holes. 4 c. Provide gasket in frame and cover. 5 d. Standard Dimensions 6 1) Sanitary Sewer 7 a) Provide a clear opening of 30 inches for all sanitary sewer frames and 8 cover assemblies unless otherwise specified in the Contract Documents. f 9 2) Storm Drain 10 a) Provide a clear opening of 221/2 inches for all storm drain frames,inlets 11 and cover assemblies unless otherwise specified in the Contract 12 Documents. 13 b) Provide a minimum clear opening of 24 inches for all storm sewer 14 manholes and junction structures. 15 e. Standard Labels 16 1) Water 17 a) Cast lid with the word"WATER"in 2-inch letters across the lid. 18 2) Sanitary Sewer 19 a). Cast lid with the word"SANITARY SEWER"in 2-inch letters across 20 the lid. 21 3) Storm Drain x 22 a) Cast lid with the word"STORM DRAIN'in 2-inch letters across the 23 lid. 24 f. Hinge Covers 25 1) Provide water tight gasket on all hinged covers. 26 2) Water 27 a) Provide hinged covers for all water structures. 28 3) Sanitary Sewer 29 a) Provide hinged covers for all manholes or structures constructed over 30 24-inch sewer lines and larger and for manholes where rim elevations 31 are greater than 12 inches above the surface. 32 C. Grade Rings 33 1. Provide grade rings in sizes from 2-inch up to 8-inch. 34 2. Use concrete in traffic loading areas. 35 3. In non-traffic areas concrete or HDPE can be used. 36 D. Joint Sealant t 37 1. Provide a pre-formed or trowelable bitumastic sealant in an extrudable or flat tape 38 form. 39 2. Provide sealant that is not dependant on a chemical action for its adhesive 40 properties or cohesive strength. ti F x CITY OF FORT WORTH 2014 CIP CONCRETE SIDEWALK,CONTRACT 2 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 02587 Revised July 1,2011 e 330514-1 ADJUSTING MANHOLES,INLETS,VALVE BOXES,AND OTHER STRUCTURES TO GRADE Page 1 of 7 1 SECTION 33 0514 2 ADJUSTING MANHOLES,INLETS,VALVE BOXES,AND OTHER STRUCTURES TO 3 GRADE 4 PART1 - GENERAL 5 1.1 SUMMARY 6 A. Section Includes: 7 1. Vertical adjustments to manholes,drop inlets,valve boxes,cathodic protection test 8 stations and other miscellaneous structures to a new grade 9 B. Deviations from this City of Fort Worth Standard Specification 10 1: ADJUSTIVIENT/REAPIl2 OF EXISTING IlZRIGrATON LINE ANI 11 APPURTENANCES BY ALICENSED TEXUS PLUMBER SHALL PA BE ID: 12 PER ACTUAL COST.OF ADJUSTMENYPLUS TEN PERCENT< _ _ 13 C. Related Specification Sections include,but are not necessarily limited to: 14 1. Division 0—Bidding Requirements,Contract Forms, and Conditions of the 15 Contract 16 2. Division 1—General Requirements 17 3. Section 32 0117—Permanent Asphalt paving Repair 18 4. Section 32 0129—Concrete Paving Repair 19 5. Section 33 05 10—Utility Trench Excavation,Embedment and Backfill 20 6. Section 33 05 13—Frame,Cover and Grade Rings 21 7. Section 33 39 10—Cast-in-Place Concrete Manholes 22 8. Section 33 39 20—Precast Concrete Manholes 23 9. Section 33 12 20—Resilient Seated(Wedge)Gate Valve 24 10. Section 33 12 21—AWWA Rubber-Seated Butterfly Valve 25 11. Section 33 04 11—Corrosion Control Test Station 26 12. Section 33 04 12—Magnesium Anode Cathodic Protection System 27 1.2 PRICE AND PAYMENT PROCEDURES 28 A. Measurement and Payment 29 1. Manhole—Minor Adjustment: 30 a. Measurement 31 1) Measurement for this Item shall be per each adjustment using only grade 32 rings or other minor adjustment devices to raise or lower a manhole to a 33 grade as specified on the Drawings. 34 b. Payment 35 1) The work performed and the materials furnished in accordance with this 36 Item will be paid for at the unit price bid per each"Manhole Adjustment, 37 Minor"completed. 38 c. The price bid shall include: 39 1) Pavement removal 40 q) Excavation CITY OF FORT WORTH 2014 CIP CONCRETE SIDEWALK,CONTRACT 2 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 02587 Revised December 20,2012 330514-2 ADJUSTING MANHOLES,INLETS,VALVE BOXES,AND OTHER STRUCTURES TO GRADE Page 2 of 7 1 3) Hauling 2 4) Disposal of excess material 3 5) Grade rings or other adjustment device 4 6) Reuse of the existing manhole frame and cover 5 7) Furnishing,placing and compaction of embedment and backfill 6 8) Concrete base material 7 9) Permanent asphalt patch or concrete paving repair,as required 8 10) Clean-up 9 2. Manhole-Major Adjustment 10 a. Measurement 11 1) Measurement for this Item shall be per each adjustment requiring structural 12 modifications to raise or lower a manhole to a grade as specified on the 13 Drawings. 14 b. Payment 15 1) The work performed and the materials furnished in accordance with this 16 Item will be paid for at the unit price bid per each"Manhole Adjustment, 17 Major"completed. 18 c. The price bid shall include: 19 1) Pavement removal 20 2) Excavation 21 3) Hauling 22 4) Disposal of excess material 23 5) Structural modifications,grade rings or other adjustment device 24 6) Reuse of the existing manhole frame and cover 25 7) Furnishing,placing and compaction of embedment and backfill 26 8) Concrete base material 27 9) Permanent asphalt patch or concrete paving repair,as required 28 10) Clean-up 29 3. Manhole-Major Adjustment with Frame and Cover 30 a. Measurement 31 1) Measurement for this Item shall be per each adjustment requiring structural 32 modifications to raise or lower a manhole to a grade specified on the 33 Drawings or structural modifications for a manhole requiring a new frame 34 and cover,often for changes to cover diameter. 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 bid per each"Manhole Adjustment, 38 Major w/Cover"completed. 39 c. The price bid shall include: 40 1) Pavement removal 41 2) Excavation 42 3) Hauling 43 4) Disposal of excess material 44 5) Structural modifications,grade rings or other adjustment device 45 6) Frame and cover 46 7) Furnishing,placing and compaction of embedment and backfill 47 8) Concrete base material 48 9) Permanent asphalt patch or concrete paving repair,as required 49 10)Clean-up CITY OF FORT WORTH 2014 CIP CONCRETE SIDEWALK,CONTRACT 2 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 02587 Revised December 20,2012 330514-3 ADJUSTING MANHOLES,INLETS,VALVE BOXES,AND OTHER STRUCTURES TO GRADE Page 3 of 7 1 4. Inlet 2 a. Measurement 3 1) Measurement for this Item shall be per each adjustment requiring structural 4 modifications to inlet to a grade specified on the Drawings. 5 b. Payment 6 1) The work performed and the materials furnished in accordance with this 7 Item will be paid for at the unit price bid per each"Inlet Adjustment" 8 completed. 9 c. The price bid shall include: 10 1) Pavement removal 11 2) Excavation 12 3) Hauling 13 4) Disposal of excess material 14 5) Structural modifications 15 6) Furnishing,placing and compaction of embedment and backfill 16 7) Concrete base material,as required 17 8) Surface restoration,permanent asphalt patch or concrete paving repair,as 18 required 19 9) Clean-up 20 5. Valve Box: 21 a. Measurement 22 1) Measurement for this Item shall be per each adjustment to a grade specified 23 on the Drawings. 24 b. Payment 25 1) The work performed and the materials furnished in accordance with this 26 Item will be paid for at the unit price bid per each"Valve Box Adjustment" 27 completed. 28 c. The price bid shall include: 29 1) Pavement removal 30 2) Excavation 31 3) Hauling 32 4) Disposal of excess material 33 5) Adjustment device 34 6) Furnishing,placing and compaction of embedment and backfill 35 7) Concrete base material,as required 36 8) Surface restoration,permanent asphalt patch or concrete paving repair,as 37. required 38 9) Clean-up 39 6. Cathodic Protection Test Station 40 a. Measurement 41 1) Measurement for this Item shall be per each adjustment to a grade specified 42 on the Drawings. 43 b. Payment 44 1) The work performed and the materials furnished in accordance with this 45 Item will be paid for at the unit price bid per each"Cathodic Protection 46 Test Station Adjustment"completed. 47 c. The price bid shall include: 48 1) Pavement removal 49 2) Excavation CITY OF FORT WORTH 2014 CIP CONCRETE SIDEWALK,CONTRACT 2 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 02587 Revised December 20,2012 . 330514-4 ADJUSTING MANHOLES,INLETS,VALVE BOXES,AND OTHER STRUCTURES TO GRADE Page 4 of 7 1 3) Hauling 2 4) Disposal of excess material 3 5) Adjustment device 4 6) Furnishing,placing and compaction of embedment and backfill 5 7) Concrete base material,as required 6 8) Surface restoration,permanent asphalt patch or concrete paving repair,as 7 required 8 9) Clean-up 9 7. Fire Hydrant 10 a. Measurement 11 1) Measurement for this Item shall be per each adjustment requiring stem 12 extensions to meet a grade specified by the Drawings. 13 b. Payment 14 1) The work performed and the materials furnished in accordance with this 15 Item will be paid for at the unit price bid per each"Fire Hydrant Stem 16 Extension"completed. 17 c. The price bid shall include: 18 1) Pavement removal 19 2) Excavation 20 3) Hauling 21 4) Disposal of excess material 22 5) Adjustment materials 23 6) Furnishing,placing and compaction of embedment and backfill 24 7) Concrete base material,as required 25 8) Surface restoration,permanent asphalt patch or concrete paving repair,as 26 required 27 9) Clean-up 28 8. Miscellaneous c UTILITY ADJUSTMENT 29 a. Measurement 30 -14 Measurement for this Item shall be per each adjustment requiring structural 31 modifications to UTILITYA RRIGATON LINE AND APPURTENANCES 32 WHERE SUCH UTILITYA RRIGATION LINE ARE THE PROPERTY 33 OWNER'S RESPONSIBILITY TO MAINTAIN said tfuetur-e toA-gr-ade- 34 ei fie on two r,..,,...ings 35 b. Payment 36 1) The work performed and the materials furnished in accordance with this 37 Item will be paid PER ACTUAL COST OF THE ADJUSTMENTS PLUS 38 TEN PERCENT TO COVER THE COST OF BOND AND OVERHEAD 39 INCURRED BY THE CONTRACTOR IN HANDLING THE UTILITY 40 ADJUSTMNNTS ' 41 . 42 c. The price bid shall include: 43 1) Pavement removal 44 2) Excavation 45 3) Hauling 46 4) Disposal of excess material 47 5) Stfuetufal UTILITY modifications 48 6) Furnishing,placing and compaction of embedment and backfill 49 7) Concrete base material CITY OF FORT WORTH 2014 CIP CONCRETE SIDEWALK,CONTRACT 2 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 02587 Revised December 20,2012 330514-5 ADJUSTING MANHOLES,INLETS,VALVE BOXES,AND OTHER STRUCTURES TO GRADE Page 5 of 7 1 8) Permanent asphalt patch or concrete paving repair,as required 2 9) Clean-up 3 1.3 REFERENCES 4 A. Definitions 5 1. Minor Adjustment 6 a. Refers to a small elevation change performed on an existing manhole where the 7 existing frame and cover are reused. 8 2. Major Adjustment 9 a. Refers to a significant elevation change performed on an existing manhole 10 which requires structural modification or when a 24-inch ring is changed to a 11 30-inch ring. 12 B. Reference Standards 13 1. Reference standards cited in this Specification refer to the current reference 14 standard published at the time of the latest revision date logged at the end of this 15 Specification,unless a date is specifically cited. 16 2. Texas Commission on Environmental Quality(TCEQ): 17 a. Title 30,Part I,Chapter 217, Subchapter C,Rule 217.55—Manholes and 18 Related Structures. 19 1.4 ADMINISTRATIVE REQUIREMENTS[NOT USED] 20 1.5 SUBMITTALS[NOT USED] 21 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED] 22 1.7 CLOSEOUT SUBMITTALS [NOT USED] 23 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 24 1.9 QUALITY ASSURANCE[NOT USED] 25 1.10 DELIVERY,STORAGE,AND HANDLING[NOT USED] 26 1.11 FIELD[SITE] CONDITIONS [NOT USED] 27 1.12 WARRANTY[NOT USED] 28 PART 2- PRODUCTS 29 2.1 OWNER-FURNISHED[oR]OWNER-SUPPLIED PRODUCTS [NOT USED] 30 2.2 MATERIALS 31 A. Cast-in-Place Concrete 32 1. See Section 03 30 00. 33 B. Modifications to Existing Concrete Structures 34 1. See Section 03 80 00. 35 C. Grade Rings CITY OF FORT WORTH 2014 CIP CONCRETE SIDEWALK,CONTRACT 2 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 02587 Revised December 20,2012 330514-6 ADJUSTING MANHOLES,INLETS,VALVE BOXES,AND OTHER STRUCTURES TO GRADE Page 6 of 7 1 1. See Section 33 05 13. 2 D. Frame and Cover 3 1. See Section 33 05 13. 4 E. Backfill material 5 1. See Section 33 05 10. 6 F. Water valve box extension 7 1. See Section 33 12 20. 8 G. Corrosion Protection Test Station 9 1. See Section 33 0411. 10 H. Cast-in-Place Concrete Manholes 11 1. See Section 33 39 10. 12 I. Precast Concrete Manholes . 13 1. See Section 33 39 20. 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 19 A. Verification of Conditions 20 1. Examine existing structure to be adjusted,for damage or defects that may affect 21 grade adjustment. 22 a. Report issue to City for consideration before beginning adjustment. 23 3.3 PREPARATION 24 A. Grade Verification 25 1. On major adjustments confirm any grade change noted on Drawings is consistent 26 with field measurements. 27 a. If not,coordinate with City to verify final grade before beginning adjustment. 28 3.4 ADJUSTMENT 29 A. Manholes,Inlets,and Miscellaneous UTILITY ADJUSTMENT 30 1. On any sanitary sewer adjustment replace 24-inch frame and cover assembly with 31 30-inch frame and cover assembly per TCEQ requirement. 32 2. On manhole major adjustments,inlets and miscellaneous structures protect the 33 bottom using wood forms shaped to fit so that no debris blocks the invert or the 34 inlet or outlet piping in during adjustments. 35 a. Do not use any more than a 2-piece bottom. 36 3. Do not extend chimney portion of the manhole beyond 24 inches. 37 4. Use the least number of grade rings necessary to meet required grade. _ CITY OF FORT WORTH 2014 CIP CONCRETE SIDEWALK,CONTRACT 2 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 02587 Revised December 20,2012 330514-7 ADJUSTING MANHOLES,INLETS,VALVE BOXES,AND OTHER STRUCTURES TO GRADE Page 7 of 7 1 a. For example,if a 1-foot adjustment is required,use 2 6-inch rings,not 6 2-inch 2 rings. 3 5. A LICENSED TEXUS PLUMBER SHALL BE RESPONSIBLE FOR 4 REPAIR/ADJUSTMENT OF UTILITY/IRRIGATION LINE AND 5 APPURTENANCES 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 D. Pavement Repair 13 1. If required pavement repair is to be performed in accordance with Section 32 01 17 14 or Section 32 0129. 15 3.5 REPAIR/RESTORATION[NOT USED] 16 3.6 RE-INSTALLATION[NOT USED] 17 3.7 FIELD[OR]SITE QUALITY CONTROL[NOT USED] 18 3.8 SYSTEM STARTUP[NOT USED] 19 3.9 ADJUSTING[NOT USED] 20 3.10 CLEANING[NOT USED] 21 3.11 CLOSEOUT ACTIVITIES [NOT USED] 22 3.12 PROTECTION[NOT USED] 23 3.13 MAINTENANCE[NOT USED] 24 3.14 ATTACHMENTS [NOT USED] 25 END OF SECTION Revision Log DATE NAME SUMMARY OF CHANGE 1.2.A—Pay item added for a major manhole adjustment which reuses the existing frame and cover and a major adjustment requiring a new frame and cover;Added 12/20/2012 D.Johnson items to be included in price bids; Blue text added for clarification for miscellaneous structure adjustments 3.4—Pavement repair requirements were added 26 CITY OF FORT WORTH 2014 CIP CONCRETE SIDEWALK,CONTRACT 2 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 02587 Revised December 20,2012 3471 13-1 TRAFFIC CONTROL Page 1 of 6 1 SECTION 34 7113 2 TRAFFIC CONTROL 3 PART1- GENERAL 4 1.1 SUMMARY 5 A. Section Includes: 6 1. Installation of Traffic Control Devices and preparation of Traffic Control Plans 7 B. Deviations from this City of Fort Worth Standard Specification 8 1 FOWTIIIS PROJECT TRAFFIC CONTROL SECTION 3A-71 1.3 S_H_A_LL B_E 9 CONSIDERED SUBSIDIARY WORD NO SEPARATE PAY4 _ 10 2_ TRAFFIC CONTROL IMPLEMENTATION,INSTALLATION 11 1VIAINTENANCE,A§TAIENTS,REPLACEMENTS AND REMOVAL OF 12 TRAFFIC CONTROLDEVICES SHALL13E CONSIDERED.SUBSIDIARY - 13 WORK NO SEPARATE PAYsv_ _ 4_ _ _ .�_ 14 3. PREPARATION OFT CON_ TROL PLAN DETAn S,'ADB ERENCE TO 15 ~CITY AND TEXAS MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES 16 {TMUTCD),OBTAINING SIGNATURE AND SEAL OF ALICENSEI?TEXAS 17 PROFESSIONAL ENGINEER SHALLBE CONSIDERED SUBSIDIARY 18 WORK,NO'SEPARATEPAY 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 24 1. Installation of Traffic Control Devices:SUBSIDIARY NO SEPARATE PAY 25 a. Me nt 26 27 &r-atieir. 28 a) A month is de-fiffned-a-s-10 ealendar-days- 29 b. Payment 31 " 32 » 33 e. T-he piiee bid shall inelude! 34 1\ T ff: f` „t el lem e t.,tio 35 21) fffsta4latieff 36 3) 44aintenanee 37 n) Adjustments 38 dents 39 6` Remeval 40 41 2. Portable Message Signs _ CITY OF FORT WORTH 2014 C1P CONCRETE SIDEWALK,CONTRACT 2 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 02587 Revised November 22,2013 347113-2 TRAFFIC CONTROL Page 2 of 6 1 a. Measurement 2 1) Measurement for this Item shall be per week for the duration of use. 3 b. Payment 4 1) The work performed and materials furnished in accordance to this Item and 5 measured as provided under"Measurement"shall be paid for at the unit 6 price bid per week for"Portable Message Sign"rental. 7 c. The price bid shall include: 8 1) Delivery of Portable Message Sign to Site 9 2) Message updating 10 3) Sign movement throughout construction 11 4) Return of the Portable Message Sign post-construction 12 3. Preparation of Traffic Control Plan Details: SUBSIDIARY NO SEPARATE PAY 13 a. Me a 14 . 15 b. Payfnent 16 17 ` 18 19 e. The pr-iee bid shall ineludev 20 21 le13ger 22 23 (rr CD) 24 25 4) LqeoFper-atien of City eemffiefAs 26 1.3 REFERENCES 27 A. Reference Standards 28 1. Reference standards cited in this Specification refer to the current reference 29 standard published at the time of the latest revision date logged at the end of this 30 Specification,unless a date is specifically cited. 31 2. Texas Manual on Uniform Traffic Control Devices(TMUTCD). 32 3. Item 502,Barricades,Signs,and Traffic Handling of the Texas Department of 33 Transportation,Standard Specifications for Construction and Maintenance of 34 Highways,Streets,and Bridges. 35 1.4 ADMINISTRATIVE REQUIREMENTS 36 A. Coordination 37 1. Contact Traffic Services Division(817-392-7738)a minimum of 48 hours prior to 38 implementing Traffic Control within 500 feet of a traffic signal. 39 B. Sequencing 40 1. Any deviations to the Traffic Control Plan included in the Drawings must be first 41 approved by the City and design Engineer before implementation. 42 1.5 SUBMITTALS 43 A. Provide the City with a current list of qualified flaggers before beginning flagging 44 activities.Use only flaggers on the qualified list. CITY OF FORT WORTH 2014 CIP CONCRETE SIDEWALK,CONTRACT 2 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 02587 Revised November 22,2013 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. 10`h Street. The Traffic Control Plan(TCP)for the 3 Project shall be as detailed on the Traffic Control Plan Detail sheets of the Drawing seta 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. Lane closures 24 hours or longer shall require a site-specific traffic control plan. 11 F. Contractor responsible for having a licensed Texas Professional Engineer sign and seal 12 changes to the Traffic Control Plan(s)developed by the Design Engineer. 13 G. Design Engineer will furnish standard details for Traffic Control. 14 1.6 ACTION SUBMITTALSANFORMATIONAL SUBMITTALS [NOT USED] 15 1.7 CLOSEOUT SUBMITTALS [NOT USED] 16 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 17 1.9 QUALITY ASSURANCE[NOT USED] 18 1.10 DELIVERY,STORAGE,AND HANDLING[NOT USED] 19 1.11 FIELD [SITE].CONDITIONS [NOT USED] 20 1.12 WARRANTY[NOT USED] 21 PART 2- PRODUCTS 22 2.1 OWNER-FURNISHED[oR]OWNER-SUPPLIED PRODUCTS[NOT USED] 23 2.2 ASSEMBLIES AND MATERIALS 24 A. Description 25 1. Regulatory Requirements 26 a. Provide Traffic Control Devices that conform to details shown on the 27 Drawings,the TMUTCD,and TxDOT's Compliant Work Zone Traffic Control 28 Device List(CWZTCDL). 29 2. Materials 30 a. Traffic Control Devices must meet all reflectivity requirements included in the 31 TMUTCD and TxDOT Specifications—Item 502 at all times during 32 construction. 33 b. Electronic message boards shall be provided in accordance with the TMUTCD. CITY OF FORT WORTH 2014 CIP CONCRETE SIDEWALK,CONTRACT 2 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 02587 Revised November 22,2013 347113-4 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. CITY OF FORT WORTH 2014 CIP CONCRETE SIDEWALK,CONTRACT 2 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 02587 Revised November 22,2013 347113-5 TRAFFIC CONTROL Page 5 of 6 1 K. Contractor shall make arrangements for police assistance to direct traffic if traffic signal 2 turn-ons,street light pole installation,or other construction will be done during peak traffic 3 times(AM:7 am—9 am,PM:4 pm-6 pm). 4 L. Flaggers 5 1. Provide a Contractor representative who has been certified as a flagging instructor 6 through courses offered by the Texas Engineering Extension Service,the American 7 Traffic Safety Services Association,the National Safety Council,or other approved 8 organizations. 9 a. Provide the certificate indicating course completion when requested. 10 b. This representative is responsible for training and assuring that all flaggers are 11 qualified to perform flagging duties. 12 2. A qualified flagger must be independently certified by 1 of the organizations listed 13 above or trained by the Contractor's certified flagging instructor. 14 3. Flaggers must be courteous and able to effectively communicate with the public. 15 4. When directing traffic,flaggers must use standard attire,flags,signs,and signals 16 and follow the flagging procedures set forth in the TMUTCD. 17 5. Provide and maintain flaggers at such points and for such periods of time as may be 18 required to provide for the safety and convenience of public travel and Contractor's 19 personnel,and as shown on the Drawings or as directed by the Engineer. 20 a. These flaggers shall be located at each end of the lane closure. 21 M. Removal 22 1. Upon completion of Work,remove from the Site all barricades,signs,cones,lights 23 and other Traffic Control Devices used for work-zone traffic handling in a timely 24 manner,unless otherwise shown on the Drawings. 25 3.4 REPAIR/RESTORATION[NOT USED] 26 3.5 RE-INSTALLATION[NOT USED] 27 3.6 FIELD[oR]SITE QUALITY CONTROL[NOT USED] 28 3.7 SYSTEM STARTUP[NOT USED] 29 3.8 ADJUSTING[NOT USED] 30 3.9 CLEANING[NOT USED] 31 3.10 CLOSEOUT ACTIVITIES[NOT USED] 32 3.11 PROTECTION[NOT USED] 33 3.12 MAINTENANCE[NOT USED] 34 3.13 ATTACHMENTS[NOT USED] 35 END OF SECTION 36 Revision Log CITY OF FORT WORTH 2014 CIP CONCRETE SIDEWALK,CONTRACT 2 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 02587 Revised November 22,2013 s 347113-6 TRAFFIC CONTROL Page 6 of 6 DATE NAME SUMMARY OF CHANGE 11/22/13 S.Arnold Added police assistance,requirement for when a site specific TCP is required 1 CITY OF FORT WORTH 2014 CIP CONCRETE SIDEWALK,CONTRACT 2 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 02587 Revised November 22,2013 ATTACHMENT IA Page 1 of 4 FORT WORTH City of Fort Worth Minority Business Enterprise MBE Subcontractors/Suppliers Utilization Form OFFEROR COMPANY NAME: Check applicable block to describe Offeror PROJECT NAME: BID DATE 2mot'q C.I IP S i'ok w k C_0Kha ® �s-- City's MBE Project Goal: Offeror's MBE Project Commitment: PROJECT NUMBER % 4 % oz sg Identify all subcontractors/suppliers you will use on this project Failure to complete this form, in its entirety with requested documentation, and received by the Purchasing Division no later than 2:00 p.m. on the second City business day after bid opening, exclusive of bid opening date, will result in the bid being considered non-responsive to bid specifications. The undersigned Offeror agrees to enter into a formal agreement with the MBE firm(s) listed in this utilization schedule, conditioned upon execution of a contract with the City of Fort Worth. The intentional and/or knowing misrepresentation of facts is grounds for consideration of disqualification and will result in the bid being considered non-responsive to bid specifications. MBEs listed toward meeting the project goal must be located in the six(6) county marketplace at the time of bid or the business has a Significant Business Presence in the Marketplace. Marketplace is the geographic area of Tarrant, Dallas, Denton, Johnson, Parker, and Wise counties. Prime contractors must identify by tier level of all subcontractors/suppliers. Tier: means the level of subcontracting below the prime contractor/consultant i.e. a direct payment from the prime contractor to a subcontractor is considered 1St tier, a payment by a subcontractor to its supplier is considered 2"d tier. The prime contractor is responsible to provide proof of payment of all tiered subcontractors identified as a MBE and counting those dollars towards meeting the contract committed goal. ALL MBEs MUST BE CERTIFIED BEFORE CONTRACT AWARD. Certification means those firms, located within the Marketplace, that have been determined to be a bondafide minority business enterprise by the North Central Texas Regional Certification Agency(NCTRCA) or other certifying agencies that the City may deem appropriate and accepted by the City of Fort Worth. If hauling services are utilized, the Offeror will be given credit as long as the MBE listed owns and operates at least one fully licensed and operational truck to be used on the contract. The MBE may lease trucks from another MBE firm, including MBE owner-operated, and receive full MBE credit. The MBE may lease trucks from non-MBEs, including owner-operated, but will only receive credit for the fees and commissions earned by the MBE as outlined in the lease agreement. Rev.2/10/15 � - �g � � �� � � - � � : § � : � ° 2 , � � � � FORTWORTH ATTACHMENT 1A Page 2 of 4 Offerors are required to identify ALL subcontractors/suppliers, regardless of status; i.e., Minority and non-MBEs. MBE firms are to be listed first, use additional sheets if necessary. Please note that only certified MBEs will be counted to meet an MBE goal. NCTRCA N SUBCONTRACTOR/SUPPLIER ° Company Name T n Detail Detail Address i Subcontracting Supplies M W Dollar Amount Telephone/Fax e B B B Work Purchased Email E E Contact Person E t &Aocd s"I vAj sr lit ` r 1 ed it CO FP L1 tA N C ®�, K ��M. 1 $A0,(*-Lt4M �. wo r& TX ❑ t q � � I ❑ ❑ ❑ ❑ ❑ ❑ wr ❑ ❑ Rev.2/10/15 2013 PREVAILING WAGE RATES (Heavy and Highway Construction Projects) CLASSIFICATION DESCRIPTION Wage Rate Asphalt Distributor Operator $ 15.32 Asphalt Paving Machine Operator $ 13.99 Asphalt Raker $ 12.69 Broom or Sweeper Operator $ 11.74 Concrete Finisher,Paving and Structures $ 14.12 Concrete Pavement Finishing Machine Operator $ 16.05 Concrete Saw Operator $ 14.48 Crane Operator,Hydraulic 80 tons or less $ 18.12 Crane Operator,Lattice Boom 80 Tons or Less $ 17.27 Crane Operator,Lattice Boom Over 80 Tons $ 20.52 Crawler Tractor Operator $ 14.07 Electrician $ 19.80 Excavator Operator,50,000 pounds or less $ 17.19 Excavator Operator,Over 50,000 pounds $ 16.99 Flagger $ 10.06 Form Builder/Setter,Structures $ 13.84 Form Setter, Paving&Curb $ 13.16 Foundation Drill Operator,Crawler Mounted $ 17.99 Foundation Drill Operator,Truck Mounted $ 21.07 Front End Loader Operator,3 CY or Less $ 13.69 Front End Loader Operator,Over 3 CY $ 14.72 Laborer,Common $ 10.72 Laborer,Utility $ 12.32 Loader/Backhoe Operator $ 15.18 Mechanic $ 17.68 Milling Machine Operator $ 14.32 Motor Grader Operator,Fine Grade $ 17.19 Motor Grader Operator,Rough $ 16.02 Off Road Hauler $ 12.25 Pavement Marking Machine Operator $ 13.63 Pipelayer $ 13.24 Reclaimer/Pulverizer Operator $ 11.01 Reinforcing Steel Worker $ 16.18 Roller Operator,Asphalt $ 13.08 Roller Operator,Other $ 11.51 Scraper Operator $ 12.96 Servicer $ 14.58 Small Slipform Machine Operator $ 15.96 Spreader Box Operator $ 14.73 Truck Driver Lowboy-Float $ 16.24 Truck Driver Transit-Mix $ 14.14 Truck Driver,Single Axle $ 12.31 Truck Driver,Single or Tandem Axle Dump Truck $ 12.62 Truck Driver,Tandem Axle Tractor with Semi Trailer $ 12.86 Welder $ 14.84 Work Zone Barricade Servicer $ 11.68 The Davis-Bacon Act prevailing wage rates shown for Heavy and Highway construction projects were determined by the United States Department of Labor and current as of September 2013. The titles and descriptions for the classifications listed are detailed in the AGC of Texas'Standard Job Classifications and Descriptions for Highway, Heavy,Utilities,and Industrial Construction in Texas. Page 1 of 1 'I l 2013 PREVAILING WAGE RATES (Commercial Construction Projects) , i CLASSIFICATION DESCRIPTION Wage Rate AC Mechanic $ 25.24 AC Mechanic Helper $ 13.67 Acoustical Ceiling Installer $ 16.83 Acoustical Ceiling Installer Helper $ 12.70 Bricklayer/Stone Mason $ 19.45 Bricklayer/Stone Mason Trainee $ 13.31 Bricklayer/Stone Mason Helper $ 10.91 Carpenter $ 17.75 Carpenter Helper $ 14.32 i Concrete Cutter/Sawer $ 17.00 Concrete Cutter/Sawer Helper $ 11.00 Concrete Finisher $ 15.77 Concrete Finisher Helper $ 11.00 Concrete Form Builder $ 15.27 Concrete Form Builder Helper $ 11.00 Drywall Mechanic $ 15.36 Drywall Helper $ 12.54 Drywall Taper $ 15.00 Drywall Taper Helper, $ 11.50 Electrician(Journeyman) $ 19.63 Electrician Apprentice(Helper) $ 15.64 Electronic Technician $ 20.00 Floor Layer $ 18.00 Floor Layer Helper $ 10.00 Glazier $ 21.03 Glazier Helper $ 12.81 Insulator $ 16.59 Insulator Helper $ 11.21 Laborer Common $ 10.89 Laborer Skilled $ 14.15 Lather $ 12.99 Metal Building Assembler $ 16.00 Metal Building Assembler Helper $ 12.00 Metal Installer(Miscellaneous) $ 13.00 Metal Installer Helper(Miscellaneous) $ 11.00 Metal Stud Framer $ 16.12 Metal Stud Framer Helper $ 12.54 Painter $ 16.44 Painter Helper $ 9.98 Pipefitter $ 21.22 Pipefitter Helper $ 15.39 Plasterer $ 16.17 Plasterer Helper $ 12.85 Plumber $ 21.98 Plumber Helper $ 15.85 Reinforcing Steel Setter $ 12.87 Page 1 of 2 4 . 7 s '+C if [Q�3�am _ } , x U) m . 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D FORT WORTH,TX 76102 x - N APPENDIX B: STANDARDS AND DETAILS 'T c— to C14 C:) C%4 CV) TTTCIVA -r-+-T AH +- + 'TV Li j 3f F- LLI af o F- Li UJ 'Fl Li :21 L TI z U r l oMa t°3als-'S"h ''is SlIV13(l )qlt/M341S AMf i"nlonals s tt o Slit134 3Wfl3 HI IM AI VM3GIS ION.a laRu ieiYn--.s 6 tet SVX31 HINOM 1203 !0 110 V.IZ-j N wi!j buuaau!6u3 paJOls!6aa s0za1 •Oul 'sl043lN pu0 asaa3j w m m J U w ~ 3 N ¢ `eNg 1YN0/8B lg z z o d�'4O6 \.. PF N z m u w 3`.' W w U. as wi 2 NOSIVM'9OVH8 ��°w � 4 m z 2 V z Q N3 ® W o w fn z M I o. o � K N N I tU- _.. ir j (dAl m U U ��• 03 z o 6 z W W C V K m\_ U QUQ ———————————— ———————————— �V N3 w m ( N g � J t U 00 1- Q U a ------------ a 3 w � I Q � I ED v ( m� u W um m y 1 - N � E--—————————— ° ———————————— O I N II N A A3 ,0-.5 Pa+oS 15d ffY 91 OZ+sl l cpaeos lsol - OA5Pt03015-�S-N.lO-15\I!o�ap>VOxap!s\is\�N:a cual� (Va:l Grill sL.5t :IaN n.v 99 99 001 SPECIAL TECHNICAL SPECIFICATIONS Pagel of 1 9999.0096 PAVING CONSTRUCTION ALLOWANCE The paving construction allowance shall consist of miscellaneous construction and other non-subsidiary items requested for construction by the City of Fort Worth and at the direction of the Project Engineer. The payment to the contractor for miscellaneous construction shall be the actual cost of the work plus 10%to cover the cost of overhead incurred by the Contractor in handling the construction. SPECIAL TECHNICAL SPECIFICATIONS 2014 CIP CONCRETE SIDEWALK CONTRACT 1 March 10,2014 02406