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Contract 33761
CITY SFCRETARY � ., i . PEC:11IC'.040N'S D-O. . FILE ANP}■ ��F NTT AC�TOW BONDING CO. •�f CONSTRUCTION'S COPY C ON75I j►C"T DOC'U U TS CLIEHI FOR HMAC SURFACE OVERLAY (2006-12), SECTIONS I AND 2 SECTION 1 (AT ARIO iS LOCATIONS) (501-50 CONTRACT) SECTION 2 (WIC111TA ST., LON STEI'FTENS N DIS. AND ANGLIN DR.) I.N THE. ( .1.l,Y Or+ FORT WORT% TEXAS SECTION 1 : DOL PROTECT NO. 5211. SECTION 2. DOE PROJECT NO. 4015 TPW PROJECT NO. G 93-0209311522960 ENN1 ON' Imo? TA1, P'ROJEC'T NO. P195-0521950050112 2006 IC;II ARL 5I. MONC IUE1f C7J RUBS R, BO W1+. A. MAYOR ROBERT 1). GOODF, P.E., DHgE' C-l'O DEP 1 T!NI1ENT F TRANS PORTA Tf ON AND PUBIAC WORKS FAI L NON A. DOUGLkS RADEAfUa_ , P.E., DIRECTO i ;gUffiff Dig 1'ARTMIE T OF ENGINEERING PREPARED BY DEI'"ARTHENT OF ENGINE,E,RING A co- GIN EERI'N(; SERVf CES DIVISION EN *r s *y �Iscilw( i "A" r. airaii..tt•l:r.l t... LAWRgNC� HAMILTON .. Awl �c{ ine Addendum No. I www. CFWNet . org ACIP Print M&C COUNCIL ACTION: Approved on 7/11/2006 DATE: 7/11/2006 REFERENCE NO.: C-21562 LOG NAME: 30HMAC2-12 CODE: C TYPE: NON-CONSENT PUBLIC HEARING: NO SUBJECT: Authorize Execution of Contract with Peachtree Construction, Ltd., H.M.A.C. Surface Overlay 2006-12, Section 2 on Portions of Wichita Street, Anglin Drive and Lon Stephenson Drive RECOMMENDATION: It is recommended that the City Council authorize the City Manager to execute a contract with Peachtree Construction, Ltd. in the amount of$1,116,783.40 for H.M.A.C. Surface Overlay 2006-12, Section 2 on portions of Wichita Street, Anglin Drive and Lon Stephenson Drive. DISCUSSION: On May 10, 2005, (M&C C-20519) the City Council authorized the execution of a Memorandum of Understanding (MOU) with the City of Forest Hill, Texas for the construction of the Southeast Landfill Access Road. On September 27, 2005, (M&C G-14930) City Council appropriated Certificate of Obligation funds in the amount of$7,400,000.00 for streets and other related improvements in connection with the use, by the City, of the Southwest Landfill. The MOU provides the terms and conditions to be undertaken by Fort Worth and Forest Hill for the boundary adjustments and conveyance of certain land that is needed to construct an adequate and safe entrance road (Southeast Landfill Access Road) into the City's Southeast Landfill facility. The MOU also required both municipalities to execute an Interlocal Agreement for the rehabilitation of Wichita Street (US Highway 820 to Alta Mesa Boulevard East), Anglin Drive (1-20 Service Road to Lon Stephenson Drive) and Lon Stephenson Drive (Forest Hill Drive to Anglin Drive). This project, H.M.A.C. Surface Overlay 2006-12, Section 2, provides for surface and base rehabilitation, replacement of failed curb and gutter, sidewalk and driveway approaches on the three streets identified above. This project was advertised on May 25 and June 1, 2006. On June 29, 2006, the following bids were received: Bidders Amount Time of lieton Peachtree Construction, LTD $1,116,783.40 JLB Contracting, LP $1,187,663.78 121 Calendar Days Austin Bridge & Road, LP $1,463,687.00 Peachtree Construction, Ltd. is in compliance with the City's M1WBE Ordinance by committing to 1% M/WBE participation and documenting good faith effort. The City's goal on this project is 13%. In addition to the contract cost, $78,175.00 is required for inspection, survey, material testing and project management by the Department of Engineering and $33,504.00 is required for project contingencies. This project is located in the City of Forest Hill, Mapsco 92X, 93W, 106 B, D and 107 A. FISCAL INFORMATIONXERTIFICATION: The Finance Director certifies that funds are available in the current capital budget, as appropriated, of the Solid Waste Capital Improvements Fund. TO Fund/AccountlCenters FROM Fund/Account/Centers P195 541200 052195005002 $1,116,783.40 Submitted_for..CRT Manager's..Office by- Marc A. Ott (8476) Originating Department Head: A. Douglas Rademaker (6157) Additional Information Contact: A. Douglas Rademaker (6157) ATTACHMENTS JUN-21-2006 WED 1124 Aid City Of Fw—Fngineer. Dept FAX N0, 817 871 6828 P. 02 ADDENDUM NO. 1 CITY Or FORT WORTH XIIVCAC SURFACE' OVERLAY (2006-12),SECTIONS 1 AND 2 SEC'T'ION I (At Various Locations—DOE NO.5211)(50/50 CONTRACT) SECTION 2 (Wichita St.,Lon Stephenson Dr., anti Anglin Dr.—DOE NO,4015) Addenciurn No. 1 Issue Date: June 14,2006 Did Receipt Date: June 29,2006 This addendumn forms park of the contract documents referenced abovQ and modifies the odgival-Contract Documents. Acknowledge receipt of this addendum by signing and attaching it to the Coaairact Doemneuts (inside). Note receipt of the Addendum in the Did Proposal and on the outer envelope of your bid,. Prospective bidders are hereby informed of the following: 1.. The bid receipt date is hereby changed to.Tune 29,2006. 2. The proposal section of the contract document has been revised in its entirety to consist of Section 1. and, Section 2. Section 1 comprises the original proposal section and Section 2 consists of paving improvements on Wichita Street,];,on Stephenson Drive and Anglin,Drive. The revised proposal for Section 1 and the proposal for Section 2 are hereby both attached and incorporated into the project along with the proposal and the special provisions for Section 2. 3. Bidders shall submit bid bonds for each section. 4. The attached project plan/profile sheets for Section 2 are hereby incorporated into the contract docuanents. S. This document is designed as two (2) documents and shall not be considered as being a single contract. "fl,e proposal sections are provided as two (2) individual proposals with bidders to submit bids on one or both sections. Award of contract(s), if made, shall be to the responsive lore bidder for each individual section and separate contracts shall be executsd for each section. In addition,the City reserves the right at its sole discretion to award or not award contracts) .for either section. All work on Section 2 must be completed by November 22,2006 or the contractor shall be subject to$1.,500.00 liquidated damages per Calendar day. 40fflt'1_11r±� CU JUN7 1-2006 WED 1125 Ahs City Of Fw—Engineer. Dept FAX NO, 817 871 6828 P. 03 6. The original.MAVBE goal of 17% shall apply to Section 1. The M WBE goal for Section 2 is 13%. The attached N. W13E specifications for Section 2 are hereby L incorporated into the contract doomnents. T The Special provisions for Section 2 and the Sii.-eet by Street Quantity Determination Spreadsheet are herein attached. 8. The cover sheet for the Specifications and the Contract Documents for the project are herein revised. 9. The entire Addendum No. 1 package will be sent via overnight mail to all prospective bidders. 10.Adder-idwri No. 1 will be inserted as a package in the Specifications and tate Contract Documents. (The contractor shall not break the addejidmtn apart to insert iu various sections.) 11.. The contractor is advised that the Special Provision for Pay Item No. 9-8" Pavement Pulverization in Section 2 is not the same as the Special Provision for Pay Item No.21-5"Pavement Palverization in Section 1. 12. The existing special provisions shall be applicable for Section 1 only. All other provisions of the plans, specifications and contract documents for the project which are not expressly aan.ended herein shall remain in frill force and effect. Failure to return a signed copy of the addendum with the Proposal shall be grounds for rendering the bid,nonresponsive. A signed copy of this addendum shall be placed into the Proposal at the time of bid submittal. Receipt Acknowledged: DepaTtment of Engineering A.Douglas R.ademaker, P.E. Director Ey:_— _ Title: PRESIDENT' By: 0I1 Tong Sholola,P.E. Engineeiiag Manager(DQE) Jun'. 28 2006 8AAM DEOTTE ENGINEERING No-8153 P:1 2 1 i F ApDENDUM ATO. 2 CIT' 'OF TORT WORTH gMAC SURFACE OVERLAY goo6-12�SECTIONS 1 ANIS 2 SECTION I (At Various Locations DOE NO.5211)(50/50 CONTRAC") SECTION 2(Wichita St-,Lon Stephenson Dr.,and Angliu Dr.—DOE NO.5379) ' .Addendum No.1 Issue Date: Junc 27,2006 'Bid Receipt Date: June 29,2006 This addendum farms part of the contract documents referenced above and modifies the original Contract Documents. Acknowledge receipt of'this addendum by signing and attaching it to the Contract Documents (inside). Note receipt of the Adrlenduln in the$id Proposal a"d on the Out®r envelope of your bid, i s Prospective bidders are herelq informed of the following: ? I. The DOE NO. for Section 2 is hereby changed from.401.5 to 5379. s All other provisions of the plans, specif nations and contract documents for the project which are not expressly amended herein shall romcin in fall force 8nd Offcct. Failure to :return a signed copy of tho addendum with the Proposal shall be grounds t for r=dcring the bid non-responsive, .A,signed copy of this addendum shall be placed into the Proposal at the time of bid.submittal. Receipt Acknowledged.: Department Of Bngin=iug A.Douglas R.ad.emaker,P.E. (} Directar By. tie; f� By: Tony Shalnla, P.R. �lrngitleering Manager(DOE) JUN-21-2006 WED 11:25 AM City Of Fw—Engineer, Dept FAX NO, 817 871 6828 P. 04 SPECIFICATIONS AND CONTRACT DOCUME'NTS FOR HNIAC SURFACE OVERLAY (2006-1.2), SECTIONS I AND 2 SECTION I (AT VARIOUS LOCATXONS) (50150 CONTRACT) SECTION 2 (WICHITA ST., LON STEPHENSON DR. AND ANGLIN DR.) s IN THE CITY OF FORT WORTH, TEXAS SECTION I.- DUE PROJECT NO. 5211 SECTION 2: DOE PROJECT NO. 4015 TPW PROJECT NO. GS93-020930522960 El NVIRONMENTAL PROJECT NO, P195-052195005002 2006 MICHAEL J. MONCRIEF GABLES R. DOSWELL MAYOR CITY NCANAGER ROBERT D. GYOODE, P.E., DIREC'T'OR DEPARTMENT OF TRANSPORTATION AND PUBLIC WORKS A. DOUGLAS RADEMAER, P.E., DIRECTOR. DEPARTMENT OF ENGINEERING " ' r XRE+PARED I3Y DEPARTMENT OF ENGINEERING 6sOFr a *' " ENGINEERING SERVICES DIVISION � � •.'•••.,,• SUSAN L.SORMSGER -t EXHIBIT "A" LAWR NCE HAMILTON! ` 5959 .. . ..i;.4.a.......x.Ya i t6 �,� tj { SPECIFICATIONS AND CONTRACT DOCUMENTS FOR HMAC SURFACE OVERLAY (2006-12) AT VARIOUS LOCATIONS IN THE CITY OF FORT WORTH, TEXAS t 1 DOE PROJECT NO. 5211 TPW PROJECT NO. GS93-020930522960 50150 CONTRACT 2006 MIKE MONCRIEF CHARLES R. BOSWELL MAYOR CITY MANAGER ROBERT D. GOODE, P\E!, DIRECTOR DEPARTMENT OF TRANSPORTATION AND PUBLIC WORDS A. DOUGLAS RADEMAKER, P.E., DIRECTOR DEPARTMENT OF ENGINEERING PREPARED BY DEPARTMENT OF ENGINEERING ENGINEERING SERVICES DIVISION ��� EXHIBIT "A" �S` SLf$A�! �, 3CHVIt ��d ZW I SPECIFICATIONS AND J CONTRACT DOCUMENTS FOR HMAC SURFACE OVERLAY(2006-12) AT VARIOUS LOCATIONS IN THE CITY OF FORT WORTH,TEXAS i . DOE PROJECT NO. 5211 TPW PROJECT NO. GS93-0209305522960 50150 CONTRACT f A.DOUGLAS RADEMAIER,P.E. ` DATE DIRECTOR,DEPARTMENT OF ENGINEERING NAJIB WARES,P.E. DATE INFRASTRUCTURE MANAGER TRANSPORTATION AND PUBLIC WORKS DEPARTMENT AVID T WNSEND,P.E. DATE ENGINEER MANAGER WATER DEPARTMENT } TABLE OF CONTENTS 1. Notice to Bidders 2. Special Instructions to Bidders 3. Prevailing Wage Rates 4. Proposal 5. Vendor Compliance 6. Minority and Women Business Enterprise Specifications 7. Special Provisions S. Item 366,Concrete Pavement(Modified Specification) 9. Contractor Compliance with Worker's Compensation.Law 10. Certificate of Insurance 11, Equipment Schedule 12. Experience Record 13. Performance Bond 14. Payment Bond 15. MaintenaAce Bond 16. Contract 17. Notice of Construction Detail (will be available at the preconstruction meeting) f IS. Project Designation Sign Detail 19. Other Details 20. Soil Reports 21. Street Locations ` 22. Street by Street Paving Quantity Determination Spreadsheet 1 1 Sealed Proposals for the following: HMAC SURFACE OVERLAY(2006-12) AT VARIOUS LOCATIONS r DOE lila. 52.11 TPW PROJECT NO. GS93--020930522960 50/50 CONTRACT Addressed to Mr.Charles R.Boswell,City Manager of the City of Fort Worth,Texas,will be received at the Purchasing Office, City of Fort Worth, in the lower level of the Municipal Building, 1000 Throckmorton, Fort Worth, Texas 76102 until 1:30 p.m., Thursday, June 22,2006, and then publicly read aloud at 2:00 p.m., in the Council Chambers. Plans, Specifications and Contract Documents for this project may be obtained at the office of the Department of Engineering, Municipal Office Building,. 1000 Throckmorton Street, bort Worth, Texas 76102. One set of documents will be provided to ,prospective bidders for a deposit of twenty dollars($20.00),such deposit is non-refundable.Additional sets.may be purchased on a non-refundable basis for twenty dollars ($20.00) per set. These documents contain additional information for prospective bidders. A pre-bid conference will be held at 9:00 A.M.June 14,2006,in the Transportation and Public Works Conference Room,2nd Floor,Municipal Building,RM 270. The major work on the above-referenced project shall consist of the following Paving Improvements: 5,000 L.F. Removal and Replacement of Concrete Curb and Gutter in Sections as Directed by Inspector(POL 50/50) 1,200 L.F. Wedge Milling 2"to 0"Depth 5' Width 20,050 S.Y. 2"H.M.A.C. Surface Course(Type"D"Mix) 20,050 S.Y. 8"Pavement Pulverization 261 TON Cement 11,000 S.Y. Surfsce Milling 2"Depth Included in the above will be all other miscellaneous items of construction as outlined in the Plans and Specifications. For additional information, please contact Susan L. Schwinger, P.E., Project Manager at (817) 392- 6529. Advertising Dates: May 25,2006 June 01,2006 r COMPREHENSIVE NOTICE TO BIDDERS Sealed Proposals for the following: HMAC SURFACE OVERLAY(2006-12) AT VARIOUS LOCATIONS DOE No. 5211 TPW PROJECT NO. G893-020930522960 50150 CONTRACT Addressed to Mr. Charles R Boswell, City Manager of the City of Fort Worth,Texas,will be received at the Purchasing Office, City of Fort Worth, in the lower level of the Municipal Building, 1000 Throckmorton, Fort Worth, Texas 76102 until 1:30 p.m., Thursday,June 22,2006, and then publicly read aloud at 2:00 p.m.,in the Council Chambers. Plans, Specifications and Contract Documents for this project may be obtained at the office of the Department of Engineering, Municipal Office Building, 1000 Throckmorton Street, Fort Worth, Texas 76102. One set of documents will be provided to prospective bidders for a deposit of twenty dollars($20.00), such deposit is non-refundable.Additional sets may be purchased on a non-refundable basis for twenty dollars ($20.00) per set. These documents contain additional information for prospective bidders. A pre-bid conference will be held at 9.00 A.M.June 14,2006 in the Transportation and Public Works Conference Room,2nd Floor,Municipal Building,RM 270. All bidders will be required to comply with Provision 5159a of"Vernon's Annotated Civil Statutes" of the State of Texas with respect to the payment of prevailing wage rates and City Ordinance No. 7278, as amended by City Ordinance No. 7400 (Fort Worth City Code Sections 13-A-21 through 13- A-29),prohibiting discrimination in employment practices. Bid security is required in accordance with Paragraph 1 of the Special Instructions to Bidders. `. The major work on the above-referenced project shall consist of the following Paving Improvements: 5,000 L.F. Removal and Replacement of Concrete Curb and Gutter in Sections,as Directed by Inspector(POL 50150) 1,200 L.F. Wedge Milling 2"to 0"Depth 5' Width 20,050 S.Y. 2"H.M.A.C. Surface Course(Type"D"Mix) 20,050 S.Y. 8"Pavement Pulverization 261 TON Cement 11,000 S.Y. Surfsce Milling 2"Depth COMPREHENSIVE NOTICE TO BIDDERS (CONTD.) Included in the above will be all other miscellaneous items of construction as outlined in the flans and Specifications. The City reserves the right to reject any/or all bids and waive any and/or all formalities. Bidders shall not separate, detach, or remove any portion, segment, or sheets'from the contract document at any time. Bidders must complete the proposal sections and submit the complete specification book or face rejection of the bid as non-responsive. AWARD OF CONTRACT: No bid may be withdrawn until the expiration of ninety (90) days from the date the M/WBE UTILIZATION FORM, PRIME CONTRACTOR WAVIER FORM, and/or the GOOD FAITH EFFORT FORM ("Documentation") as appropriate is received by the City. The award of contract, if made, will be within ninety(90) days after this documentation is received,but in no case will the award be made until all necessary investigations are made as to the responsibility of the bidder to whom it is proposed to award the contract. Bidders are responsible for obtaining all addenda to the contract documents prior to the bid receipt time and acknowledging them at the time of the bid receipt. Information regarding the status of addenda may be obtained by contacting the Department of Engineering at(817) 392-7910. Bids that do not acknowledge all applicable addenda may be rejected as non--responsive. Water and/or sanitary sewer main replacements must be completed (via a proceeding contract(s)) on project streets, before the HMAC surface overlay contract can begin. Prospective bidders, on this HMAC project, are hereby advised that the City shall not grant compensation requests, to the HMAC Contractor,in the event the water and/or sanitary sewer improvements are delayed and not completed at the time the contract is awarded for the HMAC work. In addition, the contractor shall honor its original unit bid prices regardless of such delays. In accordance with the City of Fort Worth Ordinance No.15530, the City of Fort Worth has goals for the participation of minority business enterprises and women business enterprises in City contracts. A copy of the Ordinances can be obtained from the Office of the City Secretary. The bidder shall submit the M/WBE UTILIZATION FORM, SUBCONTRACTOR/SUPPLIER UTILIZATION FORM, PRIME CONTRACTOR WAVIER FORM, GOOD FAITH EFFORT FORM (with "Documentation") and/or the JOINT VENTURE ELIGIBILITY FORM, as appropriate. The Documentation must be received, by the managing department, no later than 5:00 p.m., five (5) City business days after the bid opening date, The bidder shall obtain a receipt from the appropriate employee, of the managing department, to whom delivery was made. Such receipt shall be evidence that the Documentation was received by the City. Failure to comply shall render the bid non- responsive. i COMPREHENSIVE NOTICE TO BIDDERS (CONTD.) The Managing Department for this project is the Department of Engineering. For additional information,please contact Susan L. Schwinger,P.E.,Project Manager at(8I7)392-6529. CHARLES R.BOSWELL MARTHA HENDRIX CITY MANAGER CITY SECRETARY A. DOUGLAS RADEMAKER,P.E. DIRECTOR DEPARTMENT OF ENGINEERING Advertising Dates: By: 10Aqolo� May 25, 2006 Tony Sholola,P.E. June 01,2006 Manager, Consulting Services i t PEClAIJ NSTRUCTIONS TO BIDDERS 1. BD SECU 1TY: Cashier's check or air acceptable bidder's bond payable to [he Cit} cif Dort Worth, in an arnomit of not less than 5 percotrt of the large-st possible total of[lie bid submiIted must accompany the bid, and is subject to forfeit in die event the successful bidder tails to a ectite I.lie contract 8ocunnan[3 within teu days afler tho contract leas begirt .awarded. To he an acceptable surety ort the laid bond, 6c surety must be authorized to do business in the state of Texas. Lu addition . the surety must (1) hold a cert icate of authorily from the Untied S tatcs swre[ary or the treasury to qualify as El SLI Mty on obligations perm ifted or req uirml. trmder fMuaI law; or ( ) have obtauned reinsurance for-aily liability ill excess of$100,000 from a reinsurer that is authorized and admitted as a reinsiiuer in tine state of 'l)-,x a s and is the haldcr of certificate of authority from the Untied States secretary of the treasru to q-uaJify as a surety on obligations per-nnitted or required under Federal law, Satisfaiaory proof of zany Such reinsurance small be pi-ovided to true Wily upon request. The City, ui its sale discretion, will determine the adeq tiacy cfthe proof required herein. 2. PR 0POSAL: A$er proposals have been opened and ted aloud, the pro}Qvils-wiII be tabulated of the masts.of the quoted IpFices, [he quantities shown in the proposal. and the application of such -forma las or other methods of bringing items to a corrunon basis as may be established in die Contract Documents. The total Atained by [ageing the stem of the products-ofunitprices quoted and the .estimated quantities pIus any lump sum items and such o icr quoted ani aunts ks may enter into tha, cost of the completed pros ect will be considered as tho amount of the bid., Unci l tba-awardof the contract is ritadc by the tomer, the right will be reserved to reject any or-all proposals 4nd waive technicalities, to rye-advertise for now proposals, or to proceed with the Work in any nurser as maybe considered for the best interest of the Owncr. The gtiatni'itit:s afwork and materials to be furrdshad as may be luted icy the proposal Dorms or other parts of the Contract Documents will be-wnsideted as atAaroximate only and Wil1 be used for the pwpose of coruparing bids on n uniform ha9is. Payinr -nt will be trade to the Contractor for only the actUal quantilieg of work perfarmod or materials fiirnished in strict aecordance with the Contract Documents and PIa.irs. The quantities of work to be perry rmk-,d and materials to be furnflheA mtay.be 1nw ascd or docreas as hemiznafter provided, Without in ally way invalidating the tmit prices bid or any other reguireinents of ilio ontt'act Documents. I ADD.EWDAI Bidders at'e responsNo for obtaining alt addenda to die Contract Doc uMe-Uts prior to the bilk i-Cceipt, Formation regai'ciing the stratum of addenda ruay be obtained by canlacting,the Department ofEngirteering Cartstruetiorn Division at (817) 871-7910. Bids that do.not aukno ledge all applicable addenda will be rejected as non- responsivo. 4. AWARD OF CONTRACT, The'contract, if awarded, will be awarded to thr, lowest responsive 1)idder, The City reserves the right to reject aliy o alt bids-and waive any or all irregularities. No bid niay be withdrawn until the expiration off'Qrty-hire (49) City business days f iu the date that ilia Ml BE UTILIZATION FORM. PR DA127 CONTRACTOR WAIVFR FORM and/or the GOOD FAITH EFFORT FORM ("Documentadon") is received by the City. 5. TAYMENT, PERYORT1+ ANCIE AND .KALMENANCE BONDS., The succassftil bidder entering into a contract for the work will be required to give the City .qurety in a suint equal to the amount of the-contract awarded. The suerosstut bidder shall be required to furnish honding as applicable.in a sum equal to the anount of the contract awarded. The form of the bnrnd shall be as horain provided and Ilie.sLirety sha11 be ace eptable to the City. All boracla fu1-niAod hereunder sliatl meet the requirernents.of Chapter 2253 of tho Texas Govermnenl, Cade, as atnended. A. If lho total coutract price is $25,000 or less, payrnent to the cantractor slial I be made in one ltLmp Stun, Payment shall not be made for a period of 45 calendar days from.tl�e date the work has bcaii completed and accepted by the City. B, if the cDntraet amount is in excess of$25,000, a Payment Bond shall be executed, in the a=unt of the contract, soler for the pro teet1On of at cWmants supplying labor and material hi the prosecution of the wovk. C. CF the contract amount is in excess of. $100,000, a Performance Hand shall he exocuted, in the amount of the corstract eonditioncd on the (hi thful perfomianer, of the work in accard ance with the plants, specifications, mid contract documents, Said band shat l solely be for the protection of the City of Fort Worth. D A Two-year Mainteuntice Bond is i uired for all projects to insmv.trio prompt, fti 1.1 arnd faithful porformance of tltc genera gniarmtee as set forth in Paragraph 7 of the Special Provi:4ions. To be an acceptable surety on the perfornimice, paynxent and muinternance bonds, the surety inusl be autltorizvd to do business in the pian: of Texas and meet all requirantaats of Texas Tnsurance Code, section 7.19-1 , in addition, the Surety rntisl (t) hold a cerlhfieate of auffiornly frons the Untied States secretary of die treasury to qualify as a surety on obligations permitted or required under federal law; or ( ) have obtained rainsuraance for any liability+ in access of$100,000 from a reinsurer that is Etuthmized turd WmitWd as a reinsui r in the state of'Texas and is the Bolder of a certificate of authority from the Untied States secretary of the troasury to qualify as a swaty on obligations perinitted or required under federal law. Satisfactory proof of any such reinsurance shall be provided t'o tho City kn}aorl request. The City, in its sale disereti.on, will deterrnive the adequacy of'the proof required herein. No sureties wil! bo adapted by the City that are at the time in default or delinquent on 1 any bands or which are inter fisted its any lidgatioh against the City, Shouses any surety on the contract. be deterr hied unsatisfactory tit any time by the City, notice will be given to the contractor to that effect acid Elio contractor shall iinniediEitel y provide a new sorely sa(isf€Nctory to Llie Ginn SFIICIAL 1NMt=0NS TO BIDDERS 2 6. LlQUID A'TED DA MAGES; The Con ractoes atlentlon is called to Part 1 - (3ellaral Provisions, item 8, Paragraph 8.6, Standard S pmjfi paUons for 8 treat and Storm Dram Construction of the City of Foil Worth, 'Texas, concerning lkctmWmed damages for late completion of projects. 7, HW LOYME T AND 1VON-DI S('RI1MNATION- The Contfactor shall not diacrimillata agahist any I)ersun(s)inecause cif seg, mce, reIigion., color of natimal origin and shall comply with Clic provisions of sections 13A-21 tluuugh. 13A-29 of dw Code of tine City of Fort. W:ortln (1986),86), as anretided, prohibiLing dimilalinafiOn m emplo3 nmwit prWico. 8 WAGE )SATES; eiat� 8, ofl�e lrtda� t peciic�►tians `dr tt and tvrnr Dra�i CURStruetlon is deleted and replaced with.the.fo I towing: ornpliame wWi and Enron=emmt: of Prevaffing WoLge Laws A. Duty to pay Prcvsiling Wagc }dates. The cointraetor shall.comply with all requirements of Chaptcr 225 8, Texas overmnent Cade.(Chapter 2258), incitiding the payment cif not Im LL-m line rates delerminod by the Oily CaunciI of tine Citi+ al'Fort Worth to be the prevailing wage rates in accor6nce with Chapter 2258. Such prevai Ling wage rates are included in these contract doctu neints. B. Penalty for Violation, A contractor or any sub con lluctor who does no pay The prevailing wage shO1, upon demand made by the City, pay to the,City 60 for each worker empInyed for each calendar day or pmt of the day Ilia( the workar is paid less (loan tl}e prevailing wage rates stipulated in those contract documents. TW9 penalty shall be retained by (lie C!ly to offset its administralivo coats, pursuant to Texas Govcrnm mit. Code 2258.023, C. Camp Iai.nts of Violations and City Dd rminatian of Good Cause. On receipt of i.iXl'ormatioli, inotuding a comb Iairil by s worker, concealing an alleged violatiutl of 2258:023, rrmas Goverzunent Code, by a contractor or subcontractor, tlne City shall maka an initial determination, befora the 31st day after the date the City Yeecivos die informatioin, as to whether goad cause exista to believa that the violation occurred, The City shall notify in writing the contractor or subcointraclor and rung affected workor of its initial defernt nat on. U13 on the City's determination that there is goad cause to believe Lhe contractor or subcontractor has vialated Clupter 22.58, the City shall retain the full amounts 01 aimed 1)y the c:laimarnt. or claimants as the difference be[we an wages paid and wages due under the prevailing wage rates, such ammints being subtractod from sLFcee Ne progress payments pending a final dtternnination of kite AGlatiUn. D. Iti rbitration Required if V inIation NotResolved. SPECIAL INSTRUCTIONSTO BIDDERS -3- An issue relating to an alleged violation of Section 2258.023. 'Texas Clovemment Cade, including a penally owed to the City dr an affeoted worker, shall be submitted to binding arbilrafion. in accordance with the Texas General Arbitration Act (Article 224 et scq., l evised S IAU10a) if UIC coritzactor or subcontractor and any af3focted woric r do not resolve the issue hyagreemeut before the 15th cry after ilia date the City makes its initial determination parsuant In paragraph (c) above. If the persons required to arbitrate under this sec[ion do not agree on an arbi.tralor before I.lie l I th clay after the date that arbitration is required, a district court shall appoint au arbitrator on tiro petition of any of the persons. The City is nota party In the arbitration. Th decision and award of the arbitrator is Enol and binding on all paxties-and_a ay be unforced in any w1irt afcornpelen t jurisdiclion R records to be MOintained. The comtracto7 and each subcontractor sball, for a period of three(3) years following the date of acceptance of the warlc, niairltain records that show (i) the name and occupa(lon of each worker. employed by the contractor in the cons tructio-n of the work prov1dad for in this contract; and (ii) the actual I)cr dfen) wages paid to each worker. The rec€vds nhal I bP, open pit all reasonable flours for inspmtion by the City. The provisions of the Audit section of these contract documents shall pertain to this inspection, F. Pay Estimates. With each pallial payment estimala or payroll period, whichevot is le4s, the contractor shall submit alp affidavit staling ihat the contrsatarleas complied with itis requir=onts afC:haptcr 225 8, Texas Gover ment Code. G. Posting of Wage,Rates. The con Itactor slaall post the prevaiNng wage rates in a conspicuous place at [lie site of the project at all filmes. ; Subcontractor Compliance. The contractor-shaU inchidc in its subcontrects and/or shall oIhi,-rwise tequire all of its subcontractors to comply with paragraphs(a) through (g) above. l'. (Wage ittes are altacfwd following the end this section.). 3. r1I ANC LkL `FATE[IENT: A ciurent certified financial slatemoit inay be requitrd by the Department off"engineering Director for use by the CITY OF FORT WORTH ire detarmining thL successful bidder, This statement, if repired, is to be prepared by an independent Public Accountant hoIding a valid perm iI ivaed by an appropriate Mate Licensing Agency, 10, I CTRAI�C;�;. Within ten days ofrecaipt-of notice ofa ard.ofcont act, the Contractor iriust provide, along wi[h executed contract docummits and appropriate bonds, prof of insurame for Workers C ompensation (statutory); Compreh nslvo Genefal Liability ($1,000,000 per occurxence. $2,000,.000 aggregate); and Automobile Jisurance SPECIAL PgSTRUCTTDNS TO BIDDERS 4 ($1,G06,000 each ace ident on a combined single basis or $250,000 proport}+. daniagel$500,000 bodily injm-y per person per oocwTezice. A conliucreial business policy shELI I provide coverage on "any auto", derwod as autos owned, hired}.and rnon- o nedy. AddidauaI lines ofcove rage may be requested, If such a request is Tn ado aflot- bid opening, Contractor shall be entitled to additional compensation equal to 110% of tb additional prem!urn cost. For workers coinpcnsatfon hinvanca requit-cments, sce SpecinI insti-notions to Bidders - [tern 16. ADDITIONAL INSURANCE REQUIREMENTS: . The City, its officer's, employees raid servants shall be endomed as an additional insured on Contracterrs insurance policies excepting em .lnyer'� liability insurwice coverago under Contractor's workers' nompensatinn ingurance policy. B. Certificates of insuranoc shall be delivered to the City of Fort Ryna, contract administrator in the respective department as specified in the hid documents, 1000 Throokniorton Street, /+ort. Worth, TX 76102, prior to com nencenienI of work ail klie contractee/ project. C. Any failiriwe on part of the City to request required insurance documentation shall not constitute a waiver of the insrirance rquirements-specified Herein. D, Each insuKance policy shall be. endorsed to provide the City a rnini.mum t AAy days notice of cancoliatiGn, non-renewal, and/or material change in policy terms or coverage, A ten days notice shall be a"eptabIc in d-ib event of icon-payment of premium E. Insurers must be authorized to do business in the State of Texas and have a curivit AN. Best r4dng aI'A: VI€ or equivalcaineasuzeoffinancia.l strengtli and F. Deductible Limits, or self=f nded retention limits, on each policy must not excited 10,000,00 per occurrence unless otheiwiso approved by the City. Cr. Other than work Ws compensation i»Rurance, in lieu of tra4didainal insurance, City may consider alternative coverage of risk ftatincrn measures through insurance pools or risk ratontion grumps. The City must approvc in writing any alternative co'ver'age. H. Workays' c mpernsation insurance policy(s) covering employees employed on tho prctRect shall be endorsed with a waivor of subragation providing nights of recovery in favor of the City, 1. City all a.lI riot be eospanaibto for the direct payment of ftisurauce-promiuhi coat8 for con#'actur'g insurance. .f. Contractor's insurance policies shall .each be endorsed to provide that such insuranco is prunary. protection and any self-funded or commercial coverage inaiiitained by City shall not be called upon to contribute to loss moovery, SP19CLAL,INSTRUCTIONS TO BIDDERS -5 - K In t110 course of the prqj Oct, t OMI'adc).shsll report, in a timely manner" to city"s offici-aIIy dosign4ted contract administrator any knowia loss ocaumence which aouId give rise to a liability claim or Iawsuit or which cou Id resmIt in a property loss. L. Contractor's liability shall not be limited to the specified amounts of insurance required herein. M. Capon die request of City, Comraotor shall provide complete copies of all insurance policies required by these contract docurnems. 11. Nab --USMENT BTDDER ; Pursuant to Texas Govemment Code, art. 2252.002, the City of Fort Wordi will not award this contract to a tion-resident bidder ctmless the non- residont"s laid is lower than the lowest laid suhmiUed by a r6ponsib]e Texas resident Ridder by the same amouat that a Texas resident bidder would be required to underbid a non-resident bidder to obtain a comparable contract 1 the state in which the non- resident`s principal place of businem is locatO. "Noin-Lm5ldun I bidder` mcarts a bidder whose principal place, of bell bless is no( in this Mate, but excludes a 4zontracter whose ultimate parent compa»y of imaJorily owner has its prinJpaI place of business in this state. "Texas resident bidder" meat a<hidcler whose prim€pat place of business is in this state, sod IRUILldes it cautraalor whose ultimate parent company or majority owner has its principal place of business in this state. This provision does not apply if the project is funded in whale or in pRat with federal funds. The appropriate biarlcs of the Proposal must be frl led out by ail non-resident bidders in order for its bid to meet specifications. The failure of non-resident contractor to do so' will autornali c ally disqualify that brddcr. 12. MINOR I'I` !'UV iy EN BUMBS8 ENTERPRISE. Iri accordance with City of Fort North Ordiname No. 11923, as amended by Ordinance,No. 13471, the City of Fort Worth hAs goals for the psrticipatim of u&orjty business enterprises and women business enterprises in City Ontracts, You may obtain a copy of the Ordinance from the Offiee of tiro City secretary. The MM. E Utilization Form, Prime Conti-actor Waiver Dorm ruid the Good Fault Effort Form, as applicable, muA fie'submitted no lator ti mu 5:00 p, m, five (5) City business days after the bid opening date, exchisivo of tl'c laid open irig date. The bidder shall submit Iha docuuiontation at the rcception area of the Department o Engineering ("Managing Departmcut"), 2nd floor, City Hall, and stroll obtain a receipt. Failure to comply shall rendor your bid aun-responsive. Upon contract execution between the C ity of Fort Wonh.and thn amccessful bidder, now lmaw_n as Contractor, a pre-construction meeting w i I I lie scheduled t whi lHime-thc _ Contractor is required to submit elther Letters of Intent or executed agree er 6111 tits; s=ia NVWBE fu-m(s) to be utilised on this pmject. Such :Letters of hitent or ex c", : SPECIAL JNS'RLJCTIONS TO J3MDERS R W, agreements ahail include the fallaWing information., l. Name of Contract . Name of WWBE firm utilized 3. Scope of Work to be performed by the N.VVME ltrin 4. Monetary amount of work to bo perforined by the Mf WBE fn-n 5. Signatures of all paxties notice to proceed will not be issued until the signed letters) ar exeeuted agreements) have been received. Throughout the duration of thilq projoct, llle t ontf ctor cornply with the MIWBE 0rdinaneo by complying with tits fallowing procedums: + A MlWBR.Participation Report Fomi must be submitted monthly and I the contract is completed. The f -st report will be 41ie 30 plays after coinmencemenI of wark. The monthly report MUST bays an original signature to et=-e accountability for audit purpuatrs. * Repons are to be submitted raouhly to the M/ BE DFri cc, regardless of whether or not. the M/WBE firm has been utilized. If there was no activity by an.M/VME in a partiouIar- rnanth, place a "0" or "no participation" in the spaces pl vided, and provide a brief explanation. * Uie ontrar-tor shall protide the M/WBEffice-rroofof payn-tenI to the "13E subcontractors and stippi i ers.only. The M/Wj3 B Gffieb will aooept the fnllowi�g as proof ofpayment: 1. Copies of submitted invoices with front acid back copies of C ranccled check(s), OR . A notadze€I Idler explaining, iii detail; aubcontractorM'upplier Scope of Work b. Dates when sorvices were. received fxom subcontractor/supplier c. -txounts paid to the Gubcontractor/ upplie r 44. Qrieinal signatures .fi'ow bQtli partjc.s must be included on this tetter. If the Contractor Baresees a problem with submitting participadon reports and/or proof of payment on a montbly basis, the M WBE Office should be notified. If the Contraclor wishes to change or delete an WWBH subcontractor or supplier, tidlrere co'l'ro Col lowi ng. I. Imy�tediatel�+ stirl�rr�lt a itertuest lir �sprcxvni oi•Clysrt��e i'orm to tlia I�+Vl3E Of ice a xplaining the request for (lie c-hango or tic Ieliou. . If-tho change affects tttc committe-d M[WBC participation goal, state Clearly 110W and w.hy in documentation. SPMAI-INS'PR CTIONS To aIOT)ErtS -7- a. A11 requtsfis for changes must be reviewed and pro-approved by the IVl/WBB Office. b. If tic Coutractor mattes change(s) prior to approval, the change will not be eonaide,red when porforming a post comphance review on this projmL • Upon /lie Contractor'.� succe.Wal completion of this project, and within ten days aper receipt of final payment from (he City of Fort Wofth, The Contractor will provide the M/WB13 Office with aFinal Participation Report Foran to reflect the total participal io n from ALL subcont ractorW8 uppl iers utili2od on.llic projccl. A].l farms are avaTlatd-e at the 1VffWBE Office, 3rd floor - pity Kali. For additional infonrration regarding cvrnpl1anoc� to the M/WBF, Ordimuice, call (8 17) 871- 104. Upon request, oAtr'tctor agrees to provide to 0wiser Comp lele and accurate information regarding actual works porlonned by a 11 MinorityAVoinen Business 13nterpiisc (.M/WB]3) on [lie contract and pa monI therefui-e. Contractor Fu tlier agrees to permit an midi/ and/or examination of any books, records or files in its possmion that will substantiate ilia actual work peifornied by an MI BE. The misrepresentation or facts (oIher than a negligent ='srepresentatina) and/or the conorYtission of fraud by the Contras for W i I I be grounds for terrnination cftho oontract and/or init'a ing ad ion uIldEr appropriate, federal, state or local laws or ordinances relating to fal sr, state-menta; i'tuther, anysucb .misrepresentation (other than a negligent misrepresentation) and/or commission of fraud will result oii the Convector baing deterinined to be irresponsible and barred from participating in City work for a pe 694 oftime of not less titan th -ce years. 13. I SI1 TY: .I'n case of arh bigui ty or lack c clearness in staling process ire the prapasat, the Citi+ reserves the right to adopi the most advantageous construction thereof or to reject the proposal. 14. -PROGRESS PAY I T , FINAL PAYIv ]T. PROJBCT ACCEPTANCE AtVD WAMAMMY a. 7lie contractor reit/ recei vu N11 payment (less 5% roto inage) from tho city for each pay Period. b. Payment of the retainage will be inofud�d with ql a fin a] payment after acceptance of the project as being complete, c. The project shaI I tae deenned coinplete and accepted by the City as of the date the Final punch 119t has been completed, as evidenced by a written statement sighed by the contractor and the CRR, d. Tile warranty period shail begin as of the date that flit final punch lisp has been cornpletad. e. Bills Paid Affidavit and Consent of Surety sliall be required prior to Final payment becoining due and payable. SP=AL rNSTR[3"ONS W BIDDERS - a- f. In the, event that Ihe, Bills Paid A.ff davii and Conserv o.fSurety have bwn delivered to the city and there is a dispute regarding i) final quantities, or (ii) liquiclawd dwmges, city shall wnke a pfegm.s,payinimt in the, anmount that city deers due acid payable. S, In the event c u dispute ragardmg either final quantities or liquidated damages, the parties steal l attempt to rosolve the differences within 30 calendar days. 15. AIR POLLUTION WATCH DAYS: Th?, Conivactor shall he re€luim-d to absmv the fol lewuig guidelines relating to worldug on City construction sites an days designated as "AIR POLLUTION WATCH DAYS". 'Typically, the OZONE SEASON, within the Metraplex area, nins from May 1, t uoiigh Octobor 31, with 6:00 a.m. - 10:00 a,rn, being critical becaiuso amissions froth this time period Dave enough tune to bake in the,loot utmosphore that leads to early afternoon ozone formation. The Texas Commission on Eavirofnne-nial Quality TCB ), in coordlnattion with the National Weather Seruice, will is Rue dye AIR T' LLurION WATCH by 3:00 p.m. on the Aenioon prior to the WATCH day. On des itmated AIR POT.LUTM N WATCH DAYS, the-Contractor shall bean thr.responsibility of being awam that sktoh days have been clasignated AIR POLLLJ'1 ION WATCH DAYS and tis such slial l not begin work anti 10:00 a.in. whenever const c.Eon phasing requires the use of motorized equipmtmt for pariods in excess of 1 lour. However, the, Contractor rnay begin wok prior to 10:00 a.m. i f use urmoloTized equipimnt is less than I-bour..or ifeq_uipment is new and certified by EPA as "T.Ow Fsir ttin . ur_egnipment bums Ultra Low ulf"ur Diesol (ULSO, die,�eI amulsioi�s. or alternative Nola such as CNG. If the Contractor is unable to perform continuous wark for a period of at least seven hours betwccn the hours of 7,00 u,m. - 6.00 p.m,, on a des ignatod AIR POL,LUr[ON WATCH DAY, that day will be considered as a weather day and added onto the allowable weather days ofa given inunth. 16, WORKERS COMPENSATION INSURAI E COVERAGE: Contractors compliance with WGrkers Compensation shall be as follows A. Defir#lana: er ihcate of coveragu ("certiltcate") - A copy of a ccrlificate of insurance, a certificate of authority to self-insure, issued by the conimission, or a coverage agreement (TWCC-8 I,'rWCC-82, TWCC-83, or T1 CC;-84), showing Statutory VS+C rkurs' coinperisation insurance coverage for the person's or mitity employees providing servicos oij a project, for the duration of the Isroject. Duration of-tle project - includes the time from the beginning of the woik on the proj ect tintil the contractor'slperson's work eiri the pngject has been completed and accepted by the govununentai entity. Persons providing services on the project("sub contractor" in' 406,096) - includes all pea sus or entities perforining gil or part of the services the cotttraclor has undcrtalcm to perform on the project, i-egardles s of whether that person leas eraployees, This SPTCIAL 1NSTRUCMONS TO HTDDERS includes, without limitation, itdepend tit con1mrtors, subcontractors, lcasing companies, motor can iers, owrlor-operators, eArployees of any suet entity, or employees of any en[iIy which Rimishes persons to provide services on the project. "Services" include, wiLhoui limitation, providing, hauling, or delivering equipment or materials, or pruvidufs labor, tzansportatiwi, or alher set-vice related to a project. "Services' does not include activities unrelated to the prof ect, such as foodlbcverage. vendors,office SLIp9Iy delivcriesr and delivery o€portable toilets. B. The contractor shaII provide covera-ge, rased onproper vL-p oiling of classi fication codes and payroll amounts and filing c any coverasc agreement , which meets the statu[ory requirements of Texas Labor Cade, Section 401.011(44) ror all employces of the con ftactor providing somi= au the project, for the duration of the project, C. The Contractor musk provide a eertifioate of coverage to the gavermnental entity prior to being awarded the contract D. It the coverage period shown on the contractor's current certificate bf coverage ends during the 6ration of the project, the contractor musk,prior to the end of the eaverage period, Bile a new ot-i tilicata ofccverage-w ith the: governmemal entity showing that cove`asc. has.been exteaded, E. The contractor�hfjI I obtOffi to M" each person providing services on a project, and provide to [he City; (1) a aertif cate of coverage, prior to that person beghming work on the project, as the City will have on filo certlficates of coverage showing coverage far all peruons providing services on the project; and (2) no later tlrwt-seven days attar receipt by tIic cowrac tor,.n new ccr,ificate'Of coverage Oto ing 6x tension of coverage, if the c;ovcrage period shown on the current ceilifieate of Coverage ends during the duration of the projcu[ E. The contractor shall retain all required certificates of coverage for the duration of the .project and for ane year dierea.fior. . The cont shall n(Aify the goveriunental entity in writing by certified mail or persu=1 delivery, within ten days after the contractor know or she Id(rave Imown, of ariy change that inaterla]Iy affects the provision of coverage of any person providinS SeryiCos Oil the proiCo. I1. The contractor shall post on each prcjact site a notico, in the text, forin and manner prescribed by the Tiex,as Woricers' Compensation Commission, hiforn ins all persons providing-services on the.project that they are required to he covered, and stating how a person may verify coverage and report lacy of coverage. I. The rr ntraccor shatI contractually recluire each person with whom ik con(Tacts to Provide services on a project, to, (1) Provide covergc, based on proper reporting on ctacrsification codes and I rayIq rurtotmL8 and Elia of any coverage reementp, which meets the s�atuko u . g Y � g SPECIAL FNSTRUC IONS TO BIDDIERS - 10. retluiroments of Texas Labor Code, Section 401.011(44) for all of its einployees providing aervicea on the projoc€, for the duration of the pEpio t; (2) provide to the ccntmc:tor, prior to that person beginning work On [lie pra n.ptiae does not satisfy other posting req Wremants intposcd by Elio Texas Wofkers' ompansa'tion Act of other'Texan: Workers' ompensation cornmiasiOil rules, This. notice must he printed with a I•itle in at list 30 point hold type and text in at least 19 poini norma] type, and stall be in both English and Sparish and any other language coin rnon to tkte worker pop tiIation. The text for the notices shaII he the following text, With nuL any add itional. words or changes, REQUMD WO1UCHMr COMPENSATION COVERAGE "The law t'lubes that t;aeh person working on this site or providing services related to,this construction project must be covered by workers' aorupensut{nn insurance. TWs incl odes persons providing, hauling, or dolivering equipment or materials, or providing labor or trausportation or other service related to the project,regardless of Ilse identity of their ernplayer or status as all gmpla ee." "Cal I ilie Texas Workors' Cornpcnsa Li on Commission-at (5I2.) 440-3789 to receive infornation on the legal requirement far coverage, to verify wltether your emplo tr has 1)rovided the required coverage, or to report au umploye,.1-'s failure to provide 17. AO>C DISC i IMINATI0N: In accordance with the poi icyr C Policy") of the Executive Branch of the federal govevnrtl mt, coritractor covenantix that neith6r it nor any offloors, members, agents or employees who engage in the perfamimice of this contract shall, i>a conuection w i th such cniployment, advancement or discharge of employee's or in conn ction with tete terns, conditions or privi leges of ftir employment, discrhuinate against sn .person because ofthair age except on the basis of a bona ride occupational qualification, retirement plan or statutory 10gLiireouent. Cou tractor fi rlher covertants that neither it noir ita oftiMo. members, agents or einployds acting on their be-,half, sha11 specify. in solicitations ui' adverbs meats for emptay s to Work firs those contract a mwtimuin age limit for such employ>Irtmt unless the specified rnaximuni age limit is based upon a bon 4t fide occupational qualification, retirement pian of statutory reglliremeltt. Contractor warrants that it will fully comply with the Policy antd wil.l defend, indemnify and hold City hann'!ess against any and all clai ins or a]legations filed by third parties against City arising Dut of Contraclor's a.11cgt cd far lure to camp]y with the Policy in the peirforinauce of this contract. 19. DTSCREMINA'1<ION DUE TO DISABILI'T'Y; Tn accordanco with the provisions of the Amu icam with DisabiIides Act of 1990 ("ADA"), Contractor warrants trial: it will tet tmlawftitlly discriminate ori the basis ofdisability in the provision ofsorvices to the general public, nor in the availability, terins or ecttditioas of emplo mcnt for applicants for employment wins, or current employees of, Contractor. Contractor warrants that it will fully comply with the AD 's provisions and any other applicable federal, state, or local lays tonceniing disabihly and w!11 defend, indemnify and hood City hai-finless against any and al clain-ts or allegations.filed by third pasties against Cityr wisi.lig out of Contractor's alleged failure to comply with the ADA in Lite performance of th is-coil t rac L. - 12- END OF SECTION! SPECIAL INSTRUCTIONS TO BIDDERS - 13- I City of Frit# Worth t Hig}-way (Haavy} Constrtiction Previlling Wage Rates.Fdr 2006 Classifications Hourly Rates Classifications Hrly Rts Air Tool Operator $10.06 Scraper Operator $11.42 J Asphalt Raker $11.01 Servicer $12.32 Asphalt Shoveler $8.80 Slip Form Machine Operator $12.33 As halt Distributor Operator $13.99 Spreader Box Operator $10.92 Asphalt Paving Machine Operator $12.78 Tractor operator, Crawler Type $12.60 Batching Plant Weigher $14.15 Tractor operator, Pneumatic $12.91 Broom or Sweeper Operator $9.88 Traveling Mixer Operator $12.03 Bulldozer operator $13.22 Truck Driver-Single Axle(Light) $10.91 r Car enter(Rough) $12.80 Truck Driver-Single Axle(Heavy) $11.47 Concrete Finisher-Paving $12.85 Truck Driver-Tandem Axle Semi-Trailer $11.75 Concrete Finisher-Structures $13.27 Truck Driver- Lowboy/Float $14.93 Concrete Paving Curbing Mach. Oper. $12.00 Truck Driver-Transit Mix $12.08 Wagon Drill, Boring Machine, Post Hole Concrete Paving Finishing Mach. O er. $13.63 Driller $14.00 Concrete Paving Joint Sealer O er. $12.50 Welder $13.57 Concrete Paving Saw Oper. $13.56 Work Zone Barricade Servicer $10.09 Concrete Paving 5 reader O er. $14.50 Concrete Rubber $10.61 Crane, Clamshell, Backhoe, Derrick, Dragline, Shovel $14.12 Electrician $18.12 Fla er $8.43 Form Builder-Structures $11.63 Form Setter-Paving&Curbs $11.83 Foundation Drill Operator,Crawler Mounted $13.67 Foundation Drill Operator,Truck Mounted $16.30 Front End Loader $12.62 Laborer-Common $9.18 Laborer Utility $10.65 Mechanic $16.97 Milling Machine Operator, Fine Grade $11.83 Mixer Operator $11.58 Motor Grader Operator(Fine Grade) $15.20 Motor Grader Operator, Rough Oiler $14.50 Painter, Structures $13.17 Pavement Marking Machine O er. $10.04 Pipe Layer $11.04 Roller,Steel,Wheel Plant-Mix Pavements $11.28 Roller,Steel Wheel Other Fiatwheel or Tamping $10.92 i Roller, Pneumatic,Self-Propelled Scraper $11.07 Reinforcing Steel Setter(Paving) $14.86 Reinforcing Steel Setter(Structure) $16.29 I Source is AGC of Texas (Hwy, Hvy, Utilities Industrial Branch) www.access.gpogov/davisbacon/ 5/20/2006 PROPOSAL SECTION 1 i TO: MR.CHARLES R.BOSWELL Fort Worth,Texas City Manager Fort Worth,Texas FOR: H.M.A.C.SURFACE OVERLAY(2006.12),SECTION 1 AT VARIOUS LOCATIONS DOE PROTECT NO.5211 TPW PROJECT NO.GS93-020930522960 50150 CONTRACT r Pursuant to the foregoing "Notice to Bidders", the undersigned has thoroughly examined the plans, specifications and the site,understands the amount of work to be done,and hereby proposes to do all the work and furnish all labor, equipment, and materials necessary to fully complete all the work as provided in the plans and specifications,and subject to the inspection and approval of the Director of the Department of Engineering of the City of Fort Worth. Total quantities given in the bid proposal may not reflect actual quantities; however,they are given r for the purpose of bidding on and awarding the contract.The City also reserves the right to increase or decrease quantities of individual pay items within the contract provided that the total contract amount remains within plus or minus (±) 25% of the contract award. The contractor is not entitled to any additional compensation or renegotiation of individual pay item bid prices. Upon acceptance of this proposal by the City Council, the bidder is bound to execute a contract and furnish Performance, Payment and Maintenance Bonds acceptable to and approved by the City of Fort Worth for performing and completing the said work within the time stated and for the following sums,to-wit: SPEC PAY APPROX. DESCRIPTION OF ITEMS WITH BID UNIT TOTAL ITEM ITEM QUANTITY PRICES WRITTEN IN WORDS PRICE AMOUNT BID 1 _ S.P. 1 2 EA. Project Designation Sign @ 's Two Hundred Dollars & No Cents Per EA. $ 200.00 $ 400.00 S.P. 2 LUMP SUM Utility Adjustment @ Six Thousand Dollars & No Cents Per L.S. $ 6,000.00Win P-1 (SECTION 1) ADDENDUM NO. CITY SKINNY Y SPEC PAY APPROX. DESCRIPTION OF ITEMS WITH BID UNIT TOTAL ITEM ITEM QUANTITY PRICES WRITTEN IN WORDS PRICE AMOUNT BID 406 3 9 EA. Manhole Adjustment @ 450 Four-Hundred Dollars& S.P. No Cents Per EA. $ 400.00 $3,600.00 406 4 21 EA. Water Valve Boxes Adjustment @ 450 Three-Hundred Dollars& S.P. No Cents Per EA. $ 300.00 $6,300.00 S.P. 5 3 EA. Water Meter Boxes Adjustment @ Thirty-Five Dollars& No Cents Per EA. $ 35.00 $ 105.00 104 6 5,000 L.F. Removal and Replacement of 502 Concrete Curb and Gutter in Sections S.P. as Directed by Inspector(POL 50/50)@ 7vt�-+-r'+..�14+�'; Dollars& $ $ Cents Per L.F. 28.c� tiq o�aoa o0 104 7 300 S.Y. Removal and Replacement of 6" 504 Concrete Driveway S.P. FI Fg-%f- ope Dollars& No Cents Per S.Y. $ S4,go $ S 3Qp,ao 104 S 100 S.Y. Removal and Replacement of 4" 504 Concrete Sidewalks @ S.P. r-olaT4-- PwC DoIIars& t•{ Cents Per S.Y. $ 4S.eo $ 4{Soo-co 300 9 20 C.Y. Removal and Replacement of 310 H.M.A.C.Pavement and 340 Base(Base Repair)@ S.P. `moo NuNuaU-D* -ruin Dollars& No Cents Per C.Y. $ 234.4.; $ 4,(,0q.m P-2 (SECTION 1) ADDENDUM NO. 1 s SPEC PAY APPROX. DESCRIPTION OF ITEMS WITH BID UNIT TOTAL ITEM ITEM QUANTITY PRICES WRITTEN IN WORDS PRICE AMOUNT BID 20$ 10 20 C.Y. Graded Crushed Stones @ S.P. "n-F Ir`f-P ve DolIars& " Cents Per C.Y. $ ZS,cro $ Goac.0 S.P. 11 1,200 L.F. Wedge Milling 2"to 0"Depth 5.0'Wide @ -TV fL£'FE Dollars& I _T'4' OTY Cents Per L.F. $ 3A0 $ 3,640.0o S.P. 12 2 EA. Butt Joint-Milled @ -TWO RU1J0Q6D$ 9EV6c k"Dollars& $ $ "0 Cents Per EA. 270.00 54 O.00 300 13 10 TON H.M.A.C.Level-Up @ 340 0UE PUNDak-D s, PoaTY Dollars & S.P. is Cents Per TON $ 140.oo $ ?,100.00 300 14 20,050 S.Y. 27H.M.A.C. Surface Course 310 (Type "D"Mix) @ 340 E[G PT Dollars& $ $ S.P. Ftp-3 tik Cents Per S.Y. �.57, 111 b26.oO 104 15 100 S.Y. Removal and Replacement of 7" 360 Concrete Valley Gutter @ S.P. SEE Vey_ tw ollars& No Cents Per S.Y. $ -7 g,Qo $ -7400.0, 360 16 50 S.y. New 7" Concrete Valley Gutter @ S.P. 6EV6N1i - �r►t-€ Dollars& No Cents Per S.Y. $ $ 3,950.Qo 104 17 40 S.Y. Standard 4"Reinforced Concrete 505 Wheelchair Ramps @ st M-L-1G+T Dollars& S.P. ' Aja Cents Per S.Y. P-3 (SECTION 1) ADDENDUM NO. 1 ' k SPEC PAY APPROX. DESCRIPTION OF ITEMS WITH BID UNIT TOTAL ITEM ITEM QUANTITY PRICES WRITTEN IN WORDS PRICE AMOUNT BID 402 18 800 L.F. 6"PVC Perforated Pipe 500 Subdrain @ 620 :�QQV. Dollars& S.P. No Cents Per L.F. $ $ _ TOO o S,Loa oa. 502 19 100 L.F. New Concrete Curb and Gutter @ TW£01'f--m QF£Dollars& uo Cents Per L.F. $ Z3,a� Z,3cko.Qo 504 20 50 S.Y. New 4" Concrete Sidewalk @ FveM-. F't ut Dollars& 1 _No Cents Per S.Y. $ �5.� 7ti 25a.00 275 21. 20,050 S.Y. 8"Pavement Pulverization @ S.P. 714 P.E f. Dollars& wl w�Ty Cents Per S.Y. $ 3.qD $ "1 IgS.Qp 275 22 261 TON Cement @ oue H VM VE-D * Foo-tDollars& �a Cents Per TON $ 140.oa $ 3b,S40.aa S.P. 23 5 EA. Remobilization @ Five hundred Dollars& No Cents Per EA. $ 500.00 $2,500.00 106 24 100 C.Y. Unclassified Street Excavation S.P. 04WTe j,- Dollars& Cents Per C.Y. $ (8.00 $ 1,800-CIO S.P. 25 11,000 S.Y. 2"Surface Milling @ OWE Dollars& r-4 VTf i iu Cents Per S.Y. $ t,IS $ tZ,650.ecs P-4(SECTION 1) ADDENDUM NO. 1 SPEC PAY APPROX. DESCRIPTION OF ITEMS WITH BID UNIT TOTAL ITEM ITEM QUANTITY PRICES WRITTEN IN WORDS PRICE AMOUNT BID 104 26 21 S.Y. Removal and Replacement of Exposed 504 Concrete Aggregate Driveway @ S.P. OWIt &.004P Dollars& No Cents Per S.Y. $ E O0' $ (oo.ao 104 27 10 S.Y. Removal and Replacement of Exposed 504 Concrete Aggregate Sidewalk @ S.P. 5-eV EX-17Y-iW tE Dollars& No Cents Per S.Y. $ f S.P. 2$ 900 L.F. Crack Sealing of Existing Pavement @ t_Ao Dollars& .SCNEN'fY_ R VG Cents Per L.F. } S.P. 29 1 EA. Removal and Replacement of Top of } 5-foot Drainage Inlet @ -TWU.VChq,) 2 f D Dollars& _Cents Per EA. 200.vo � 1,2oa a0 7 i S.P. 30 1 EA. Removal and Replacement of Top of 10-foot Drainage Inlet @ B14971t N RUWD0_iD Dollars& Mc Cents Per EA. S.P. 31 1 EA. Speed Cushion (30' Wide Street)@ S�xT1rEh�. RVyp0_40Dollars& Cents Per EA. $ (,600.00 $ &;0.Q,0 Bob ty P-5 (SECTION 1) ADDENDUM NO. I �� nfi` fl T + SPEC PAY APPROX. DESCRIPTION OF ITEMS WITH SID UNIT TOTAL ITEM ITEM QUANTITY PRICES WRITTEN IN WORDS PRICE AMOUNT BID S.P. 32 1 EA. Speed Cashion (40' Wide Street) @ 04MILu Hs►gmf[)Dollars& Np Cents Per EA. �,BOa, Olp $ I,Qioo.cac TOTAL BID SECTION-1 $ 5 ZS, 0 8 3. 00 P-6(SECTION 1) ADDENDUM NO. 1 . t This contract is issued by an organization which qualifies for exemption pursuant to the provisions of Article 20.04(F)of the Texas Limited Sales,Excise and Use Tax Act. Taxes. All equipment and materials not consumed by or incorporated into the project construction, are subject to State sales taxes under House Bill 11,enacted August 15,1991. The Contractor shall comply with City Ordinance 7278, as amended by City Ordinance 7400 (Fort Worth City Code Sections 13-A-21 through 13-A-29), prohibiting discrimination in, employment practices. The undersigned agrees to complete all work covered by these contract documents within Sixty-Five 665 Working Days from and after the date for commencing work as set forth in the written Work order to be issued by the Owner, and to pay not less than the "Prevailing Wage Rates for Street, Drainage and Utility Construction"as established by the City of Fort Worth,Texas. Within Ten (10) Calendar Days of receipt of notice of acceptance of this bid, the undersigned will execute the formal contract and will deliver an approved Surety Bond for the faithful performance of this contract.The attached deposit check in the sum of F+v E PElXs jT A t-,ow.1r 6 r 0 Dollars($ is to become the property of the City of Fort Worth,Texas,or the attached Bidder's Bond is to be forfeited in the event the contract and bond are not executed within the time set forth,as liquidated damages for delay and additional work caused thereby. The Contractor shall mobilize within ten 10 calendar days of the notice given by the Construction Engineer for any of the locations. If the contractor fails to be in the work within ten 10 calendar days,a$200 dollars liquidated damage will be assessed per Block per day, I (we), acknowledge receipt of the following addenda to the plans and specifications, all of the provisions and requirements of which have been taken into consideration in preparation of the foregoing bid: yy Respectfully submitted Addendum No. 1(initials) f IL PEACHThEE CONSTRUCTION,LTD. Addendum No.2(Initials) Company me Addendum No.3(Initials)_ By; Signator (Seal) J.BARRY CLARK Printed Name of Principal Address: 5801 PARK VISTA CIR. KELLER,TX 76248 E-mail Address: Obc� 1arv-a peach+ree C.0n cors► Date: _ Telephone: 817-741-4558 P-7(SECTION 1) ADDENDUM NO. 1 PROPOSAL SECTION 2 TO: CHARLES R. BOSWELL Fort Worth, Texas City Manager Fart Worth, Texas FOR: HMAC SURFACE OVERLAY(200612), SECTION 2 (WICHITA ST.,LON STEPHENSON DR.AND ANGLIN DR.) DOE PROJECT NO. 4015 ENVIRONMENTAL PROJECT NO. P195-052195005002 Pursuant to the foregoing "Notice to Bidders", the undersigned has thoroughly examined the Contract Documents, including plans, Special Contract Documents, and the General Contract Documents and General Specifications for Water Department Projects and Specifications for Public Works Construction, and the site of the Project, understands the amount of work to be done, and the prevailing conditions, hereby proposes to do all the work and furnish all labor, equipment and materials, except as specified to be furnished by the City, which is necessary to fully complete all the.work as provided in the Plans and Contract Documents and subject to the inspection and approval of the Director of the Department of Engineering, City of Fort Worth, Texas. The Contractor must be pre-qualified in accordance with the Water Department of the City of Fort Worth requirements. Total quantities given in the bid proposal may not reflect actual quantities; however, they are given for the purpose of bidding on and awarding the contract. The City also reserves the right to increase or decrease quantities of individual pay items within the contract provided that the total contract amount remains within plus or minus (:L) 25% of the contract award. The contractor is not entitled to any additional _ compensation or renegotiation of individual pay item bid prices. Upon acceptance of this Proposal by the City Council, the bidder is bound to execute a contract and furnish an approved Performance Bond, Payment Bond, Maintenance Bond and such other bonds, if any, as may be required by the Contractor Documents for the performance and completion of the said work. Contractor proposes to do the work within the time stated and for the following sums, to wit: §PEC PAY APPROX. DESCRIPTION OF ITEMS WITH BID PRICES ITEM ITEM QUANTITY UNIT WRITTEN IN WORDS UNIT"PRICE AMOUNT BID ;Furnish and install complete in place, including all appurtenant work, the following items.) S.P. 1 6 EA Project Designation Sign Two-Hundred Dollars No Cents $ 200.00 $ 1.200.00 P-] (SECTION 2) ADDENDUM NO. 1 ti SPEC PAY APPROX. DESCRIPTION OF ITEMS WITH BID PRICES ITEM ITEM QUANTITY UNIT WRITTEN IN WORDS UNIT PRICE AMOUNT BID (Furnish and install complete in place, including all appurtenant work, the following items.) S.P. 2 1 LS Utility Adjustment Six-Thousand Dollars No Cents $ 6 0�00.00 $. 6,000.00 406 3 19 EA Adjust Water Valve Box 450 S.P. Three-Hundred Dollars No Cents $ 300.00 $ 5,700.00 406 4 19 EA Manhole Adjustment 450 S.P. Four-Hundred Dollars No Cents $ 400.00 $ _ 7,600.00 S.P. 5 804 SY Remove Existing Pavement S�v�l Dollars TrN Cents $ -1.10 $ S,'106.40 S.P. 6 22 EA Remove and Reconstruct Mailboxes F%y6 Rubin n Dollars II Cents $ SOa.va $ 111004. as S.P. 7 16 EA Relocate Sign -ql 2l x Dollars Nb Cents $ 350. Qo $ S'(-00- 106 ,6aa.106 8 6,929 CY Unclassified Street Excavation S.P. S lx-mE'**1 Dollars Cents $ R b.no $ OFMNAL RECOND P-2 (SECTION 2) ADDENDUM NO. 1 t SPEC PAY APPROX. DESCRIPTION OF ITEMS WITH BID PRICES ITEM ITEM QUANTITY UNIT WRITTEN IN WORDS UNIT PRICE AMOUNT BID 275 9 49,670 SY 8" Pavement Pulverization S.P. -TV 2 E15 Dollars -rWEWTY Cents $ 3.20 $ %sg544.00 275 10 653 TON Cement S.P. ONE t4(I1JDQt;o -ry ja•' Dollars No Cents $ l 3o,Qc $ 84,990-00 300 11 34,915 SY 2" HMAC Surface Course (Type"D" Mix) 310 340 5z V cw Dollars S.P. Fo QTY Cents $ "1.40 $ ZSQ3'71.O0 300 12 34,915 SY 2" HMAC Base Course (Type"B"Mix) 310 340 SSVE-N Dollars S.P. �N Cents $ -1.1,0 $ 247�69 bSo 300 13 14,755 SY 3" HMAC Surface Course (Type"D" Mix) 310 340 m_ Dollars S.P. ' I Cents $ 11,10 $ C b3,781a-6'o 300 14 233 TON 6" HMAC Pavement 310 340 V 'l-Y- THREE Dollars S.P. NO Cents $ '73. Qe $ {7,001.o0 314 15 244 SY 6" Reinforced Concrete Pavement S.P. SEV E1JT7.. >r`t vE Dollars NO Cents $ "7S.ao $ ! Co. -. 504 16 180 SF 6"Reinforced Concrete Driveway S.P. V't FTS cul. Dollars Na Cents $ '.a4-c:., $ 12D•ce P-3 (SECTION 2) ADDENDUM NO. 1 SPEC PAY APPROX. DESCRIPTION OF ITEMS WITH BID PRICES ITEM ITEM QUANTITY UNIT WRITTEN IN WORDS UNIT PRICE AMOUNT BID S.P. 17 2 EA Construct Concrete Headwall On 18"Storm Drain Dollars Cents $ I,1 aa,ao $ 2�200-00 ' Construct Concrete Headwall On 24"and 36" Storm S.P. 18 1 EA Drain -tAA0 -n)()U&A WZ Dollars N� Cents $ 3000.cam+ $ oco.ao TOTAL BID SECTION-2 $ t,l I Ie,-1 8 3.40 OFF16 RECORD P-4(SECTION 2) ADDENDUM NO. I SUMMARY OF BIDS CITY OF FORT WORTH HMAC SURFACE OVERLAY(2006-12), SECTIONS 1 AND 2 SECTION 1 (At Various Locations—DOE NO. 5211) SECTION 2 (Wichita St.,Lon Stephenson Dr.,and Anglin Dr.—DOE NO. 4015) TOTAL BID SECTION 'I $ SZS,aa3.0c' TOTAL BID SECTION.2 $ 1 1 16,E 8a 40 i BID SUMMARY PAGE P-5(SECTION 2) ADDENDUM NO. 1 i This contract is issued by an organization which qualifies for exemption pursuant to the provisions of Article 20.04 (F) of the Texas Limited Sales, Excise and Use Tax Act. Taxes. All equipment and materials not consumed by or incorporated into the project construction are subject to State sales taxes under House Bill 11, enacted August 15, 1991. The Contractor shall comply with City Ordinance 7278, as amended by City Ordinance 7400 (Fort Worth City Code Sections 13-A-21 through 13-A-29),prohibiting discrimination in employment practices. The undersigned agrees to begin construction within 10 calendar days after issue of the work order, and to complete all work covered by these contract documents within 121 Calendar Days from and after the date_ for commencing work as set forth in the Written Work order to be issued by the Owner, and to pay not less than the "Prevailing Wage Rates for Street, Drainage and Utility Construction"as established by the City of Fort Worth, Texas. All work on Section 2 must be completed by November 22, 2006 or the contractor shall be subject to$1,500.00 liquidated damages per Calendar day. Within ten (10) days of receipt of notice of acceptance of this bid, the undersigned will execute the formal contract and will deliver an approved Surety Bond and other such bonds as required by the Contract Documents, for the faithful performance of this contract. The'attached bid security in the amount of 5%is to become the property of the City of Fort Worth, Texas, or the attached Bidder's Bond is to be forfeited in the event the contract and bond or bonds are not executed and delivered within the time above set forth as liquidated damages for the delay and additional work caused thereby. The undersigned bidder certifies that he has obtained at least'one set of the General Contract Documents and General Specifications for Water Department Projects dated January 1, 1978 and that he has read and = thoroughly understands all the requirements and conditions of those General Documents, and the specific Contract Documents and appurtenant plans. (Complete A or B below, as applicable.) A. The principal place of business of our company is in the State of Nonresident bidders in the State of , our principal place of business, are required to be percent lower than resident bidders by state law. A copy of the statute is attached. Nonresident bidders in the State of , our principal place of business, are not required to underbid resident bidders. r B. The principal place of business of our company or our parent company or majority owner is in the State of Texas. P-6(SECTION 2) ADDENDUM NO. 1 r t I (We), acknowledge receipt of the following addenda to the plans and specifications, all of the provisions and requirements of which have been taken into consideration in preparation of the foregoing bid: Addendum No. 1 (Initial) — Addendum No. 3 (Initial) Addendum No. 2 (Initial) Addendum No. 4 (Initial) Respectfully Submitted, PEACHTREE CONSTRUCTION,LT©. Company Name By: J.BARRY CLARK 5801 PARK VISTA CIR. KELLER,TX 76248 (SEAL) Date: 6- fig_ot. I P-7(SECTION 2) ADDENDUM NO. I - z VENDOR COMPLIANCE TO STATE LAW The 9988 Session of the Texas Legislature passed House Bill 620 relative to the award of contracts to non-resident bidders. This law provides that, in order to be awarded a contract as low bidder, non- resident bidders (out-of-state contractors whose corporate office or principal place of business are outside of the State of Texas) bid projects for construction, improvements, supplies or services in Texas at an amount lower than lowest Texas resident bidder by the same amount that a Texas resident bidder would be required to underbid a non-resident bidder in order to obtain a comparable contract in the State in which the non-resident's principal place of business is located. The appropriate blanks in Section A must be filled out by all out-of-state or non-resident bidders in order for your bid to meet specifications. The failure of out-of-state or non-resident contractors to do so will automatically disqualify that bidder. Resident bidders must check yes in Section B. A. Non-resident vendors in (give state), our principal place of business, are required to be percent lower than resident bidders by sate law. A copy of the statute is attached. Non-resident vendors in (give state), our principal place of business, are not required to underbid resident bidders. B. Our principal place of business or corporate offices, are in the State of Texas (Yes). BIDDER: PEACHTREE CONSTRUCTION,LTD. By: J.BARRY CLARK Company (Please Print) 6801 PARK VISTA CIR. Signature: 1� �-1 --- Address KELLER,TX 76248 Title: PRESIDENT City State Zip (Please Print) THIS FORM MUST BE RETURNED WITH YOUR QUOTATION a A17ACHMENT 1A i Page 1 of 4 FORTWORTH City of Fort Worth 06-30-06 P03 : 16 I \i Subcontractors/Suppliers Utilization Fpm 1 . a �i PRIME COMPANY NAME: Check applicable block to describe prime - yC:G {a -' z't'' d c /.: j 1 l 6G M/W1f}BE NON-M/WIDBE { PROJECT NAME: } ID D f �1�1fE I f A-(7 r i..;a 5't City's MIWBE Project Goal: Prime's MfWBE Project Utilization: PROJECT NUMBER l % P69 —6-5 Z IIS�o�d0 J � Identify all subcontractors/suppliers y®u will use on this project YiL•ls I�' h: '°M1� 4 '{�` i f f' 'kli �. f yl 4 ,�It.�l l 's7 -F V Ik { I }. u ,l h- MIWBEs listed toward meeting the project goal must be located in the nine (9) county marlcetplace or currently doingbusiness in the marketplace at the time of bid. Marketplace is the geographic area of Tarrant, Parker, Johnson, Collin, Dallas, Denton, Ellis, Kaufman and Rockwall counties. ALL M/WBEs MUST BE CERTIFIED BEFORE CONTRACT AWARD. Ci3 L Certification means those firms, located or doing business at the time of bid opening within the Marketplace, that have j been determined to be bonafide minority or women businesses by the North Central Texas Regional Certification rtation (TX DOT), highway division. Disadvantaged Business Agency(NCTRCA), or the Texas Department of Transpo Enterprise(DBE)is synonymous with Minority/Women Business Enterprise (MIWBE). J' ATTACHMENTIA FORTWORT Page 2 of 4 a Primes are required to identify ALL subcontractors/suppliers,regardless of status;i.e., Minority,Women and'non-MMBEs. Please list M/WBE firms first,use additional sheets if necessary. Certification �,��1 SUBCONTRACTOR/SUPPLIER T (check one) Detail Detail Company Name I C X ,.A Subcontracting Work Supplies Purchased Dollar Amount Address e M W T p ' F Telephone/Fax r B B R o E E C T A �Fvv/3e / LL , Aum Cc�a'1 cr�}�Q , �, eC�Q d C7 06rlk,7 k- 7(- [I�s^T,r. 75.) / 97-- V- 0 D �' ;517 - 55g_ soy V'/7-,5S&- Ed t�1f n.� I ��w�• ,j37 ago �,�6�/�2�•t��� e 7-a2 c)9-6 t 7- 2�zf-2 IF to-330 t C3� �► afC�J�Yr J ��3/]� ��P` �c2a0� "S'O ;+ 3 �2 iq- 5-16 - 7.36 514 -2327 r 1 1 A ATTACHMENT IA FORTWOTH 05-30-06 P03 : 16 IN Page 3of.4 Primes are required to identify ALL subcontractors/suppliers, regardless of status;i.e., Minority,Women and non-MIWBEs. . Please list MIWBE firms first,use additional sheets if necessary. Certification II (check one) SUBCONTRACTORISUPPLIER T N T Detail Detail 1 Company Name ® W C K - Subcontracting Work Supplies Purchased Dollar Amount Address T D ; Telephone/Fax r D B E E � T A i 1 I � i 1 ,i ATTACHMENT 1A ' FORT WORTHPage 4 of 4 06-30-06 P03 : 16 IN a Total Dollar Amount of MMIBE Subcontractors/Suppliers $ /0, 36o _ b I Total Dollar Amount of Nora-MfWBE Subcontractors/Suppliers $ 763, TOTAL DOLLAR AMOUNT OF ALL SUBCONTRACTORSISUPPLIERS $ 7����sv 1 I c2vrkilicd Hutt � 'th 3 a ri ;�ti ri Liinrti: � lY. 5.51r or -deiis�e ae t7�''.de�eICI L.. I L By affixing a signature to this form, the Offeror further agrees to provide, directly to the City upon request, complete and accurate information regarding actual work performed by all subcontractors, including MIWIDBE(s) arrangements submitted with the bid. The Offeror also agrees to allow an audit and/or examination of any books, records and files held by their company- The bidder agrees to allow the transmission of interviews with owners, principals, officers, employees and applicable subcontractors/suppliers/contractors participating on the contract that will substantiate the actual work 1 performed by the MNV/DBE(s) on this contract, by an authorized officer or employee of the City. Any i intentional and/or knowing misrepresentation of facts will be grounds for terminating the contract or debarment ' from City work for a period of not less than three (3) years and for initiating action under Federal, State or Local laws concerning false statements. Any failure to comply with this ordinance and create a material breach of contract may result in a determination of an irresponsible Offeror and barred from participating in City work for a period of time not less than one (1)year. s = 13c, F- Authori d Signature Printed Signature J f� ' Contact NamelTitle(if different) i Title Telephone and/or Fax company Name 17 AJC` � �, t• !✓"� j �� � r}•_ E-mail Address Address kc g HC.!,, r A-, Date citytatatelzip 1 ae„ RranmI ATTACHMENT 1B �— FQRT WORTH Q6- Q-Q6 PQ3 . 6 I Page 1 of 1 City of Fort Worth Prime Contractor Waiver Form PRIME COMPANY NAME: Check applicable block to describe prime ±7 MM/DBE NON-M/WIDBE . PROJECT NAME: r BID DATE City's M/WBE Project Goal: PROJECT UMBER If both answers to this form are YES,do not complete ATTACHMENT 1C(Good Faith Effort Form). All questions on this form must be completed and a detailed explanation provided, if applicable. If the answer to either question is NO,then you must complete ATTACHMENT 1 C. This form is only applicable if bath answers are yes. II {•...,�.� vY, - '. F'7ti Ci ar> I d riac i4d €� qho i�lary��� irler 1)r: ;�nni�nt ri o' I i .¢<1 4i�. t1U51rt8Sx5f #BI'}4i#i � Kf:lq$I DT'�I1i311�1(� {?�Di?r1Jr1� tls' y,, rz I { Ir �w S! C.,. 111 r .wL ! Ill lit. i {- i T „fil4�}:I:B ?7 ��+ Y.3#alsoyl7� 5' $,eitl` IrFi,§i ' Will you perform this entire contract without subcontractors? YES If yes, please provide a detailed explanation that proves based on the size and project,jro scope of this p p NO this is your normal business practice and provide an operational profile of your business. Will you perform this entire contract without suppliers? YES If yes, please provide a detailed explanation that proves based on the size and scope of this project, this is your normal business practice and provide an inventory profile of your business. NO ._i The bidder further agrees to provide, directly to the City upon request, complete and accurate information regarding actual work performed by all subcontractors, including M/WBE(s)on this contract, the payment therefore and any proposed changes to the original M/WBE(s) arrangements submitted with this bid. The bidder also I agrees to allow an audit and/or examination of any books, records and files held by their company that will Al. substantiate the actual work performed by the M/WBEs on this contract, by an authorized officer or employee of the City. Any intentional and/or knowing misrepresentation of facts will be grounds for terminating the contract or debarment from City work for a period of not less than three(3)years and for initiating action under Federal, State or Local laws concerning false statements. Any failure to comply with this ordinance creates a material breach of contract may result in a determination of an irresponsible offeror and barred from participating in City work for a period of time nbt less than one(1)year;aaa Authork6d Signature Printed Signatures Title Contact Name(if different) Company Name Phone Number Fax Number �_��7f �c1r ;� ;fT.'��t.. L-•�r: ._ —c-�`�r-s.�,� c-� (4-r j')�r•c': ���-t� �c'a'T rCC.'i'a�f Address Email Address Af City/state/zip Date Rev.5/30103 l 135-3006 P03 : 16 IN ATTACHMENT 1 C- r Page 1 of 3 i F_ ORT WORTH Cly of Fort V11rh a a Good Faith Effort Form Check applicable block to describe PRIME COMPANY NAME' ' ff £ rime WWIDBE L NON-MNWDBE PROJECT NAME: BID DATEclo City's MIWBE Project Gaal: PROJECT NUMBER 13 % *' au''Ita a FalCud :'s e.pip-M'iWBE'.parCIcG#iation anid"- uni�ir.•.- 06 j),as•6-1; Ii[�.rr,i ilVss4ha+l'th,s s' .rv1 I:Pmi ' If the bidder's method of compliance with the MMBE goal is based.upon demonstration of a "good faith effort", the bidder will have the burden of correctly and accurately preparing and submitting the documentation required by the City. Compliance with each item, 'I thru 6 below, shall satisfy the Good Faith Effort requirement absent proof of fraud, intentional .and/or ! knowing misrepresentation the facts or intentional discrimination by the bidder. k If w tg;,°ccmplte 'an ids ;KK iltirctiy, i . 1.) Please list each and every subcontracting and/or supplier opportunityj, for the completion of this project, regardless of whether it is to be provided by a MIWBE or non-MIWBE. DO NOT LIST NAMES OF F-19-m-S-1 On Combined Projects, list each subcontracting and or supplier opportunity through the 2" tier. t ' (Use additional sheets,ff necessary) List of Subcontracting Opportunities List of Supplier Opportunities I - j a ti 06_30-06 P03 : 16 M ATTACHMENT 1C Page 2 of 3 2.) Obtain a current(not more than three(3) months old from the bid open date)list of MIWBE s subcontractors and/or suppliers from the City's MIWBE Office. _Yes Date of Listing 6 1 1 �� 1 No 3.) Did you solicit bids from MIWBE firms,within the subcontracting and/or supplier areas previously listed,at least ten calendar days prior to bid opening by mail, exclusive of the day the bids are opened? X Yes (If yes,attach MNVBE mail listing to include name of firm and address and a dated copy of letter mailed.) No 4,) Did you solicit bids from MIWBE firms,within the subcontracting and/or supplier areas previously listed,at least ten calendar days prior to bid opening by telephone, exclusive of the day the bids are opened? Yes (If yes,attach list to Include name of MMUE firm, ep rson contacted,phone number and date and time of contact.) ., No .ATo6siilalit' lie '1.9,c0rri� a�c�i i�'ii le '' .. # Ct+., 1.1:,3 {ci.GOE. irtllZiv ih +.e. Cal afI ti "N'' rc 5.) Did you provide pians and specifications to potential MIWBEs or information regarding the location of plans and specifications in order to assist the MIWBEs? Yes ' -� No - 6.) Submit documentation If MIWBE quotes were rejected. The documentation submitted should be In the forms of an affidavit, include a detailed explantation of why the M/WBE was rejected and any supporting documentation the bidder wishes to be considered by the City. In the event of a bona fide dispute concerning quotes, the bidder will provide for confidential in-camera access to and inspection of any relevant documentation by City personnel. (pie e use additional sheets,ifnecessary,and attach. ComeanX Name Telephone Contact Person Scope of Work Reason for Rejection i� ATTACHMENT 'IC F Page 3 of 3 ' 06-30-06P03 : 16 I N ADDITIONAL INFORMATION: Please provide additional information you feel will further explain your good and honest efforts to obtain MIwBE participation on this project. 1 The bidder further agrees to provide, directly to the City upon request, complete and accurate information regarding actual work performed on this contract, the payment thereof and any proposed changes to the original arrangements submitted with this bid. The bidder also agrees to allow an audit andlor examination of any books, records and files held by their company that will substantiate the actual work performed on this contract, by an authorized officer or employee of the City. It . Any intentional and/or knowing misrepresentation of facts will be grounds for terminating the contract or debarment from City work for a period of not less than three i (3) years and for initiating action under Federal, Mate or Local laws concerning false statements. Any failure to comply with this ordinance and creates a material breach of contract may result in a determination of an irresponsible offeror and barred from I participating in City work for a period of time not less than one (1) year. The undersigned certifies that the information provided and the . I4 IWBE(s) listed s was/were contacted in good faith. It is understood that any I1 MBE(s) listed in Attachment I C will be contacted and the reasons for not using them will be verified by the City's M71E Office. I Aut rued Signature u nature Printed Signatre e 51 + Title Contact Blame and Title(if different) ' ���c-C�t�-`� ��.���`jfi�'"c,i tiC•r� , ,�-.����' ��'l?�'fiCtl.. `��_S`6 �-�a! 7, 7t//- `7°�`f�' Company Name Phone Number Fax Number it Address Email Address City/State/Zip, Date Y f 1 J SPECIAL PROVISIONS FOR: H.M.A.C.SURFACE OVERLAY(2006-12) AT VARIOUS LOCATIONS DOE PROJECT NO.5211 TPW PROJECT NO.GS93-020930522960 50150 CONTRACT 1. SCOPE OF WORK: The work covered by these details and specifications consists of the removal (only) of all existing traffic buttons, removal and replacement of existing concrete curb and gutter and driveways and existing base repair and the addition of a new surface layer of H.M.A.C. for those streets designated as Mill Overlay (MOL). For those streets designated as Pulverized Overlay (POL), the work consists of the same removal and replacement items as described above, surface & base rehabilitation of existing pavement with cement and the addition of a new surface layer of H.M.A.C. These items are described in the Special Provisions of these specifications. The work also consists of all other miscellaneous items of construction to be performed as outlined in the details and specifications which are necessary to satisfactorily complete the work. These streets will have water/sanitary sewer line replacement by others prior to any pavement work. Water and/or sanitary sewer main replacements must be completed(via a proceeding contract (s)) on project streets, before the SMAC surface overlay contract tali begin. Prospective bidders, on this MMAC project,are hereby advised that the City shall not grant compensation requests, to the INIAC Contractor, in the event the water and/or sanitary sewer improvements are delayed and not completed at the time the contract is awarded for the HMAC work. In addition, the contractor shall lionor its original unit bid prices regardless of such delays. The Contractor shall mobilize within ten (10) calendar days of the notice given by the Construction Engineer for any locations. If the contractor fails to begin the work within ten (10)calendar days,a $200 dollars liquidated damage will be assessed per Block per day. It shall be the responsibility of the prospective bidder to visit the project sites and make such examinations and explorations as may be necessary to determine all conditions that may affect construction of this project. Particular attention should be given to methods of providing ingress and egress to adjacent private and public properties, procedures for protecting existing improvements and disposition of all materials to be removed. Proper consideration should be given to these details during preparation of the Proposal and all SP-1 i unusual conditions that may give rise to later contingencies should be brought to the attention of the City prior to the submission of the Proposal. The contractor shall verify these locations with the Construction Engineer. For street locations see list at the back of this document. At the sole discretion of the City, the City reserves the right to add, delete or substitute streets in this contract. The City also reserves the right to increase or decrease quantities of individual pay items within the contract provided that the total contract amount remains within plus or minus (f) 25% of the contract award. The contractor is not entitled to any additional compensation or renegotiation of individual pay item bid prices. All short turnouts that intersect with a street to be repaired shall be included in this contract, even though they may not be listed with-the street locations at the back of this document due to their size. The contractor shall verify these locations with the Construction Engineer prior to construction. The construction of these turnouts includes; but, is not limited to, milling, cleaning,tack coating,overlaying and facility adjusting. Total quantities given in the bid proposal may not reflect actual quantities, but represent the best estimate based on a reasonable effort of investigation; however, they are given for the purpose of bidding on and awarding the contract. 2. AWARD OF CONTRACT: Contract will be awarded to the lowest responsible bidder. I SUBMITTALS FOR CONTRACT AWARD: The City reserves the right to require contractor who is the apparent low bidder(s) for a project to submit such information as the City, in sole discretion may require,including but not limited to manpower and equipment records, information about key personnel to be assigned to the project, and construction schedule, to assist the City in evaluating and assessing the ability of the apparent low bidder(s) to deliver a quality product and successfully complete projects for the amount bid within the stipulated time frame. Based upon the City's assessment of the submitted information, a recommendation regarding the award of a contract will be made to the City Council. Failure to submit the information if requested may be grounds for rejecting the apparent low bidder as non-responsive.Affected contractors will be notified in writing of a recommendation to the City Council. SP-2 k i 4. WORKING DAYS: The Contractor agrees to complete the Contract within the allotted number of days. If the Contractor fails to complete the work within the number of days specified,liquidated damages shall be charged, as outlined in Part 1, Item 8,Paragraph 8.6, of the "General Provisions" of the Standard Specification for Street and Storm Drain Construction of the City of Fort Worth, Texas. The Contractor also agrees to complete the final punch list within ten (10) days after receiving it. If the Contractor fails to complete the work within ten (10) days, the counting of the number of day to complete the Contract will resume and liquidated damages shall be charged, as outlined in Part 1, Item 8, Paragraph 8.6, of the "General Provisions" of the Standard Specification for Street and Storm Drain Construction of the City of Fort Worth, Texas. 5. EARLY WARNING SYSTEM FOR CONSTRUCTION: Time its of the essence in the completion of this contract. In order to insure that the contractor is responsive when notified of unsatisfactory performance and/or of failure to maintain the contract schedule,the following process shall be applicable: The work progress on all construction projects will be closely monitored. On a bi-monthly basis the percentage of work completed will be compared to the percentage of time charged to the contract. If the amount of work performed by the contractor is Iess than the .percentage of time allowed by 20% or more (example: 10% of the work completed in 30% of the stated contract time as may be amended by change order), the following proactive measures will be taken: A. A letter will be mailed to the contractor by certified mail, return receipt requested demanding that, within 10 days from the date that the letter is received, it provide sufficient equipment, materials and labor to ensure completion of the work within the contract time. In the event the contractor receives such a letter, the contractor shall provide to the City an updated schedule showing how the project will be completed within the contract time. B. The Project Manager and the Directors of the Department of Engineering, and Department of Transportation and Public Works will be made aware of the situation. If necessary, the City Manager's Office and the appropriate city council members may also be informed. SP-3 i C. Any notice that may, in the City's sole discretion, be required to be provided to interested individuals will distributed by the Engineering Department's Public Information Officer. r D. Upon receipt of the contractor's response, the appropriate City departments and directors will be notified. The Engineering Department's Public Information Officer will, if necessary, then forward updated notices to the interested individuals. i E. If the contractor fails to provide an acceptable schedule or fails to perform satisfactorily a second time prior to the completion of the contract, the bonding company will be notified appropriately. 6. RIGHT TO ABANDON: The City reserves the right to abandon, without obligation to the Contractor, any part of the project, or the entire project, at any time before the Contractor begins any construction work authorized by the City. 7. CONSTRUCTION SPECIFICATIONS: This contract and project are governed by the two following published specifications,except as modified by these Special Provisions: STANDARD SPECIFICATIONS FOR STREET AND STORM DRAIN CONSTRUCTION- CITY OF FORT WORTH and STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION-NORTH CENTRAL TEXAS. General Provisions shall be those of the Fort Worth document rather than Division 1 of the North Central Texas document. A copy of these specifications may be purchased at the office of the Department of Engineering, 1000 Throckmorton Street, 2nd Floor, Municipal Building, Fort Worth, Texas 75102. The specifications applicable to each pay item are indicated in the call-out for the pay item in the Proposal. If not shown, then applicable published specifications in any of these documents may be followed at the discretion of the Contractor. SP=4 i i 8. CONTRACT DOCUMENTS: Bidders shall not separate, detach or remove any portion, segment or sheets from the contract documents at any time. Failure to bid or fully execute contract without retaining contract documents intact may be grounds for designating bids as "non-responsive" and rejecting bids or voiding contract as appropriate and as determined by the Director of the Engineering. 9. MAINTENANCE STATEMENT: The Contractor shall be responsible for defects in this project due to faulty materials and workmanship,or both,for a period of two,(2}_years from date of final acceptance of this project by the City of Fort Worth and will be required to replace at his expense any part or all of the project which becomes defective due to these causes. See Special Instructions to Bidders Item No.14 for further requirements. 10. TRAFFIC CONTROL: The contractor will be required to obtain a "Street Use Permit" prior to starting work. As part of the "Street Use Permit" a traffic control plan is required. The Contractor shall be responsible for providing traffic control during the construction of this project consistent with the provisions set forth in the "Latest Edition Texas Manual on Uniform Traffic Control Devices for Streets and Highways" issued under the authority of the "State of Texas Uniform Act Regulating Traffic on Highways", codified as Article 6701d Vernon's Civil Statues, pertinent sections being Section Nos.27,29,30 and 31. A traffic control plan shall be submitted for review to Mr. Charles R. Burkett, City Traffic Engineer @817-392-8712_at least 10 working days prior to the nreconstruction conference. Although work will not begin until the traffic control panel has been reviewed, the Contractor's time will begin in accordance with the time frame established in the Notice to the Contractor. The Contractor will not remove any regulatory sign, instructional sign, street name sign, or other sign which has been erected by the City. If it is determined that a sign must be removed to permit required construction, the Contractor shall contact the Transportation and Public Works Department, Signs and Markings Division (phone number 871-7738), to remove the sign. In the case of regulatory signs, the Contractor must replace the permanent sign with a temporary sign meeting the requirements of the above referenced manual and such temporary sign must be installed prior to the removal of the permanent sign. If the temporary sin is not SP-5 - r r installed correctly or if it does not meet the required specifications,the permanent sign shall be left in place until the temporary sign requirements are met. When construction work is completed to the extent that the permanent sign can be re-installed,the Contractor shall again contact the Signs and Markings Division to re-install the permanent sign and shall leave his temporary sign in place until such re-installation is completed. The Contractor shall limit his work within one continuous lane of traffic at a time to minimize interruption to the flow of traffic upon the approval of the City Engineer. Work shall not be performed on certain locations/streets during "peak traffic periods (9 a.m. to 4 p.m.)"; or, as determined by the City Traffic Engineer and in accordance with the applicable provision of the "City of Fort Worth Traffic Control Handbook for Construction and Maintenance Work Areas." The contractor will be responsible for coordination, of proposed construction activities, with public or private school administration. The proposed construction activities shall accommodate school operating schedules, including school bus/parent drop off and pick up periods. The contractor shall provide proper traffic and pedestrian control to ensure safety at all times. Construction areas shall be properly barricaded/fenced to prevent public entry. See Special Instructions to Bidders Item No. 15, for further work time restrictions on "Air Pollution Watch Days"with substantial use of motorized equipment. f 11. PUBLIC NOTIFICATION PRIOR TO BEGINNING CONSTRUCTION: The contractor shall submit a schedule showing the construction start and finish dates for each street of the project to the inspector at the pre-construction conference. Prior to beginning construction on any street in this contract, the contractor shall, prepare and deliver a notice/flyer of the pending construction to the front door of each residence or business that will be impacted by construction. The notice/flyer shall be posted three (3) days prior to beginning construction activity along each street. The flyer shall be prepared on the Contractor's letterhead and shall include the following: o Project name/Contract name o TPW&DOE project numbers o Expected dates of construction o Contractors and project inspector's contact information SP-6 A sample notice/flyer will be provided to the contractor at the pre-construction meeting. The Electronic version of the notice/flyer can be obtained from the Construction office at (817)871-8306. F In addition, a copy of the notice/flyer shall be delivered to the City inspector for his review prior to distribution. The contractor will not be allowed to begin construction on any street until the flyer is delivered to all residents of the street. It will be the contractor's responsibility to create and distribute a follows-up notice/flyer informing residents if for any reason work should stop on a project for more than five (5) days after construction begins. The flyer should also include the anticipated date of when the work will begin again. It will be the contractor's responsibility to re-distribute a three (3) day notification/flyer prior to beginning the construction activity. All work involved with the notice/flyer shall be considered subsidiary to the contract price and no additional compensation shall be made. 12. PAYMENT: The Contractor will receive bi-weekly payment (minus 5% retainage) from the City for all work for each pay period. Payment of the remaining amount shall be made with the final payment, and upon acceptance of the project. ,See Special Instructions to Bidders Item No. 14 for further requirements. 13. DELAYS: 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. When such extra compensation is claimed a written statement thereof shall be presented by the Contractor to the Engineer and if by him found correct shall be approved and referred by him to the Council for final approval or disapproval; and the action thereon by the Council shall be final and binding. If delay is caused by specific orders given by the Engineers to stop work, or by the performance of extra work, or by the failure of the City to provide material or necessary instructions for carrying on the work, then such delay will entitle the Contractor to an equivalent extension of time, his application for which shall, however, be subject to the approval of the City and no such extension of time shall release the Contractor or the surety on his performance bond from all his obligations hereunder which shall remain in full force until the discharge of the contract. SP-7 14. DETOURS AND BARRICADES: The Contractor shall prosecute his work in such a manner as to create a minimum of interruption to traffic and pedestrian facilities and to the flow of vehicular and pedestrian traffic within the project area. Contractor shall protect construction,as required by Engineer, by providing barricades. Barricades, warning and detour signs shall conform to the Standard Specifications 'Barriers and Warning and/or Detour Signs",Item 524,and/or as shown on the plans. Construction signing and barricades shall conform with the latest edition of the "Texas Manual on Uniform Traffic Control Devices,Vol.No. V. r 15. DISPOSAL OF SPOIL/FILL MATERIAL: Prior to the disposing of any spoillfill material,the Contractor shall advise the Director of the Department of Engineering acting as the City of Fort Worth's Flood Plain Administrator ("Administrator"), of the location of all sites where the contractor intends to dispose of such material. Contractor shall not dispose of such material until the proposed sites have been determined by the Administrator to meet the requirements of the Flood Plain Ordinance of the City of Fort Worth (Ordinance No. 10056) and a flood plain permit issued. All disposal sites must be approved by the Administrator to ensure the filling is not occurring within a flood plain without a permit. A flood plain permit can be issued upon approval of necessary engineering studies. No fill'permit is required if disposal sites are not in a flood plain. Approval of the Contractor's disposal sites shall be evidenced by a letter signed by the Administrator stating that the site is not in a known flood plain or by a Flood Plain Fill Permit authorizing fill within the flood plain. Any expenses associated with obtaining the fill permit, including any necessary engineering studies,shall be at Contractor's expense. In the event that the Contractor disposes of spoil/fill material at a site without a fill permit or a letter from the Administrator approving the disposal site,upon notification by the Director of the Department of Engineering, Contractor shall remove the spoillfill material at its expense and dispose of such materials in accordance with the Ordinance of the City and this section. No temporary storage of material, rubble, equipment or vehicles within parkway is allowed. Damage to sodded/landscaped areas shall be replaced at Contractor's expense to the satisfaction of City Engineer. SP-8 f 16. ZONING REQUIREMENTS: During the construction of this project, the Contractor shall comply with present zoning requirements of the City of Fort Worth in the use of vacant property for storage purposes. 17. PROPERTY ACCESS: Access to adjacent property shall be maintained at all times unless otherwise directed by the Engineer. 18. CONSTRUCTION SCHEDULE: Contractor shall be responsible for producing a project schedule at the pre-construction conference. This schedule shall detail all phases of construction, special coordination with schools (see Item No. 10 Traffic Control for details), including project clean up, and allow the contractor to complete the work in the allotted time. Contractor will not move on to the job site nor will work begin until said schedule has been received and approval secured from t the Construction Engineer. However, contract time will start even if the project schedule has not been turned in. Contract start date would be outlined in the pre- construction work order notice. Project schedule will be-updated_and resubmitted at the end of every estimating period. All costs involved with producing and maintaining the project schedule shall be considered subsidiary to this contract. 19. SAFETY RESTRICTIONS-WORK NEAR MGH VOLTAGE LINES: The following procedures will be followed regarding the subject item on this contract: (1) A warning sign not less than five inches by seven inches, painted yellow with black letters that are legible at twelve feet shall be placed inside and outside vehicles such as cranes, derricks, power shovels, drilling rigs, pile drivers, hoisting equipment or similar apparatus. The warning sign shall read as follows: "WARNING --UNLAWFUL TO OPERATE THIS EQUIPMENT WITHIN SIX FEET OF HIGH VOLTAGE LINES." (2) Equipment that may be operated within ten feet of high voltage lines shall have an insulating cage-type of guard about the boom or arm, except back hoes or dippers,and insulator links on the lift hood connections. SP-9 (3) When necessary to work within six feet of high voltage electric lines, notification shall be given the power company (TX[J Electric Delivery) which will erect temporary mechanical barriers, de-energize the line, or raise or lower the line. The work done by the power company shall not be at the expense of the City of Fort Worth.The notifying department shall maintain an accurate log of all such calls to TXU EIectric Delivery and shall record action taken in each case. (4) The Contractor is required to make arrangements with the TXU Electric Delivery for the temporary relocation or raising of high voltage lines at the Contractor's sole cost and expense. (5) No person shall work within six feet of a high voltage line without protection having been taken as outlined in Paragraph(3). 20. RIGHT TO AUDIT: Contractor agrees that City shall, until the expiration of three (3) years after final payment under this contract is made by City, have access to and the right to examine and photocopy any directly pertinent books, documents, papers and records of Contractor involving transactions relating to this contract. Contractor agrees that City shall have access during normal working hours to all necessary Contractor facilities and shall be provided adequate and appropriate workspace in order to conduct audits in compliance with the provisions of this section. Contractor further agrees to include in all its subcontracts hereunder a provision to the effect that the subcontractor agrees that City shall, until the expiration of three (3) years after final payment under the subcontract, have access to and the right to examine any directly pertinent books, documents,papers and shall be provided adequate and appropriate work space, in order to conduct audits in compliance with the provisions of this article together with Article VI. City shall give the subcontractor reasonable advance notice of intended audits. Contractor and subcontractor agree to photocopy such documents as may be requested by City. City agrees to reimburse Contractor and/or subcontractor for the cost of copies at the rates as contained in the Texas Administrative Code at the time payment is made. SP-10 1 21. CONTRACTOR'S RESPONSIBILITY FOR DAMAGE CLAIMS: Contractor Covenants and agrees to indemnify City's Engineer and Architect, and their personnel at the project site for Contractor's sole negligence. In addition, 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 or suits for property loss, property damage, personal injury, including death, arising out of, or alleged to arise out of, the work and services to be performed hereunder by Contractor,its officers, agents, employees, subcontractors, licensees or invitees, whether or not any such injury, damage or death is caused, in whole or in part, by the negligence or alleged negligence of City, its officers, servants, or employees,. Contractor likewise covenants and agrees to indemnify and hold harmless the City from and against any and all injuries to City's officers, servants and employees and any damage, loss or destruction to property of the City arising from the performance of any of the terms and conditions of this Contract, whether or not any such injury or damage is caused in whole or in part by the negligence or alleged negligence of City, its officers,servants or employees. In the event City receives a written claim for damages against the Contractor or its subcontractors prior to final payment, final payment shall not be made until Contractor either (a) submits to City satisfactory evidence that the claim has been settled and/or a release from the claimant involved, or (b) provides City with a letter from Contractor's liability insurance carrier that the claim has been referred to the insurance carrier. The Director may, if deemed appropriate, refuse to accept bids on other City of Fort Worth public work from a Contractor against whom a claim for damages is outstanding as a result of work performed under a City Contract. 22. SUBSTITUTIONS: The specifications for materials set out the minimum standard of quality that the City believes necessary to procure a satisfactory project. No substitutions will be permitted until the Contractor has received written permission of the Engineer to make a substitution for the material that has been specified. Where the term"or equal",or "or approved equal"is used, it is understood that if a material,product,or piece of equipment bearing the name so used is furnished, it will be approvable, as the particular trade name was used for the purpose of establishing a standard of quality acceptable to the City. If a product of any other name is proposed substitutes is procured by the Contractor. Where the term "or equal", or "approved equal" is not used in the specifications, this does not necessarily exclude alternative items or material or equipment which may accomplish the intended purpose. However, the Contractor shall have the full responsibility of providing that the proposed Hui substitution is, in fact, equal, and the Engineer, as the representative of the City, shall be the sole judge of the acceptability of substitutions. The provisions of the sub-section as related to {substitutions"shall be applicable to all sections of these specifications. 23. WATER FOR CONSTRUCTION: Water for construction will be furnished by the Contractor,at his own expense. 24. SANITARY FACILITIES FOR WORKERS: The Contractor shall provide all necessary conveniences for the Use of workers at the project site. Specific attention is directed to this equipment. 25. MATERIAL STORAGE: Material shall not be stored on private property unless the Contractor has obtained permission from the property Owner. 26. PROTECTION OF E [ISTING UTILITIES AND IMPROVEMENTS: The Contractor shall take adequate measures to protect all existing structures, improvements and utilities,which may be encountered. 27. LEGAL RELATIONS AND RESPONSIBILITIES TO THE PUBLIC: The Contractor's particular attention is directed to the requirements of Item 7, "Legal Relations and Responsibilities to the Public" of the "Standard Specifications for Street and Storm Drain Construction". 28. CONSTRUCTION The City of Fort Worth maintains a "CONFINED SPACE ENTRY PROGRAM" for its employees and all contractors and their sub-contractors must comply with this program as a condition of the contract. All active sewer manholes, regardless of depth, are defined, as "permit required confined spaces". Contractors will be required to complete the "CONFINED SP-12 l SPACE ENTRY PERMIT" used by the Fort Worth Water Department (Field Operations Division) for each entry and possess and use the equipment necessary to comply with this program. The cost of complying with this program will be considered subsidiary to the pay items involving work in confined spaces (e.g.vacuum testing, cleaning,televising, construction, etc.). NON-PAY ITEM No. 1 -SPRINKLING FOR DUST CONTROL: All applicable provisions of Standard Specifications Item 200, "Sprinkling for Dust Control" shall apply. However,no direct payment will be made for this item and it shall be considered incidental to this contract. NON-PAY ITEM NO.2-REMOVAL OF TRAFFIC BUTTONS AND TEMPORARY LANE TAPE: All traffic buttons shall be removed from the existing asphalt surface before resurfacing begins. The contractor shall be responsible for the removal of all buttons. Upon completion of the job the City will install new buttons after proper notification. The contractor shall also be responsible for all materials, equipment and labor to place temporary adhesive lane marking tape, at locations as directed by the Construction Engineer, to direct traffic flow until permanent markers are installed. The contractor shall notify the Construction Engineer to arrange for the replacement of the buttons and adhesive Iane markers(arrows, etc.).All costs to the contractor shall be figured as subsidiary to this contract. NON-PAY ITEM No.3—LOCATION AND EXPOSURE OF MANHOLES AND WATER VALVES: The contractor shall be responsible for locating and marking previously exposed manholes and water valves in each street of this contract before the resurfacing process commences for a particular street. The contractor shall attempt to include the Construction Engineer or his designee (if available) in the observation and marking activity. In any event, a street shall be completely marked a minimum of two (2) working days before resurfacing begins on the street. Marking the curbs with paint is a recommended procedure. SP-13 i It shaIl be the contractor's responsibility to notify the utility companies that he has commenced work on the project. As the resurfacing is completed (within same day), the contractor shall locate the covered manholes and valves and expose them. Upon completion of a street the contractor shall notify the utilities of this completion and indicate the start of the next one in order for the utilities to adjust facilities accordingly. The following are utility contact persons: Company Telephone Number Contact Person SBC— Telephone 817-338-6202 Mr. Gary Tillory 214-384-373.2 Cell TXU Electric Delivery 817-2.15-6424 Mr.Scott King Downtown 817-215-6688 Mr.Robert Mardnex -other than Downtown Atmos Energy(Gas)-- 817-215-4306 Mr.Roger Oliver CFW Street Light and Signal 817-871-8100 Mr.Dwayne Cox Mr.Roger Martin Storm Drain 817-871-8100 Mr. Gordon Couch Water& Sewer 817 -212-2.686 817-992-0130 Cell Mr.Steve Tackett 817-212-2633 817-991-8102 Cell Mr.Ron Dacus Of course, under the terms of this contract, the contractor shall complete adjustment of the storm drain and Water Department facilities, one traffic lane at a time within five(5)working days after completing the laying of proposed H.M.A.C.overlay adjacent to said facilities. Any deviation from the above procedure and allotted working clays may result in the shut down of the resurfacing operation by the Construction Engineer. The contractor shall be responsible for all materials, equipment and labor to perform a most accurate job and all costs to the contractor shall be figured subsidiary to this contract. SP-14 NON-PAY ITEM No.4-PROTECTION OF TREES PLANTS AND SOIL: All property along and adjacent to the Contractor's operations including lawns, yards, shrubs, trees, etc. shall be preserved or restored after completion of the work to a condition equal or better than existed prior to start of work. By ordinance, the contractor must obtain a permit from the City Forester before any work (trimming, removal or root pruning) can be done on trees or shrubs growing on public property including street rights-of-way and designated alleys. This permit can be obtained by calling the Forestry Office at 871-5738. All tree work shall be in compliance with pruning standards for CIass II Pruning as described by the National Arborist Association. A copy of these standards can be provided by calling the above number. Any damage to public trees due to negligence by the Contractor shall be assessed using the current formula for Shade Tree Evaluation as defined by the International Society of Arboriculture. Payment for negligent damage to public trees shall be made to the City of Fort Worth and may be withheld from funds due to the Contractor by the City. To prevent the spread of the Oak Wilt fungus, all wounds on Live Oak and Red Oak trees shall be immediately sealed using a commercial pruning paint. This is the only instance when pruning paint is recommended. NON-PAY ITEM No. 5—PROJECT CLEAN-UP: During the construction of this project, all parkways that are excavated shall be shaped, including bar ditches, and backfilled at the same time the roadway is excavated. Excess excavation will be disposed of at locations approved by the Engineer. The Contractor shall be aware that keeping the project site in a neat and orderly condition is considered an integral part of the contracted work and as such shall be considered subsidiary to the appropriate bid items. Clean up work shall be done as directed by the Engineer as the work progresses or as needed. If, in the opinion of the Engineer it is necessary, clean up shall be done on a daily basis. Clean up work shall include, but not be limited to: • Sweeping the street clean of dirt or debris • Storing excess material in appropriate and organized manner • Keeping trash of any kind off of residents' property If the Engineer determines not feel that the jobsite has not been kept in an orderly condition, the next estimate payment (and all subsequent payments until completed) of the appropriate bid item(s)will be reduced by 25%. SP-15 The Contractor shall make a final cleanup of all parts of the work before acceptance by the City or its representative. This cleanup shall include removal of all objectionable rocks, pieces of asphalt or concrete and other construction materials, and in general preparing the site of the work in an orderly manner and appearance. Final cleanup work shall be done for this project as soon as the paving and curb and gutter has been constructed. No more than seven days shall elapse after completion of construction before the roadway and right-of-way is cleaned to the Engineer's satisfaction. NON-PAY ITEM NO.6—CRACK SEALING: All cracks that develop after completion of the street resurfacing and until the end of the 2= year warranty period shall be crack scaled with Rubber Asphalt Crack Sealer, as per the latest edition of the TxDOT Specifications for Construction and Maintenance of Highways, Streets,and Bridges,Item 300,"Asphalts, Oils, and Emulsions". The contractor shall be responsible for all materials, equipment and labor to perform a most accurate job and all costs to the contractor shall be figured subsidiary to this contract. NON-PAY ITEM NO.7—STORM DRAIN INLET PROTECTION. All pulverization and overlay streets with storm drain inlets shall use inlet protection for sediment control, in accordance with the Standard Specifications for Public Works Construction-North Central Texas. The contractor shall be responsible for all materials, equipment and labor to perform a most accurate job and all costs to the contractor shall be figured subsidiary to this contract. NON-PAY ITEM NO. 8 - NO PAVING WORK ON SOLID WASTE WEEKLY PICK-UP DAY In order to eliminate potential rutting of the pavement from solid waste trucks while paving operations are underway, the contractor shall schedule construction on all the identified project streets such that no paving activities are scheduled on the weekly solid waste pick-up day for each street. The solid waste week] pick-up day for each project street is identified on the "STREET BY STREET PAVING QUANTITY DETERMINATION SPREADSHEET" located at the end of the contract documents. SP-16 i r On the spreadsheet, the solid waste weekly pick-up is listed as the day of the week under-the column heading, "Garbage,Recycling, Yard Trimmings c& Brush Weekly Pickup". No paving activities shall be scheduled on this day. The Contractor will be allowed to construct concrete flatwork on solid waste weekly pick-up day. Also on the spreadsheet,the solid waste M uthly pickup is listed as the week of the month under the column heading, "Monthly Pickup of Sulky Items". During this week,the day of pick up varies from Monday to Saturday afternoon. The Contractor will be allowed to pave the week of the solid waste monthly pickup. The Contractor, however, will be responsible for any coordination with the City Environmental Dept. regarding when the monthly pickup day occurs. If new pavement is damaged by the solid waste monthly pickup trucks due to the contractor's failure to adhere to the procedure outlined above; then, the Contractor shall be solely responsible for any repairs required. Assessment of damage will be determined by the Construction Engineer, or,his authorized representative. The weekly and monthly solid waste pick up schedules are hereby provided for bidding purpose and use by the selected contractor during construction. All cost associated with scheduling pavement installation around "solid waste pick-up days" shall be considered incidental to the project contract amount and no additional compensation shall be allowed. PAY ITEM No. 1 -PROJECT DESIGNATION SIGN: The contractor shall construct and install two (2) Project Designation Signs and it will be the responsibility of the contractor to maintain the signs in a presentable condition at all times on each project under construction. Maintenance will include painting and repairs as directed by the Engineer. It will be the responsibility of the Contractor to have the individual project signs lettered and painted in accordance with the enclosed detail. The quality of the paint, painting and lettering on the signs shall be approved by the Engineer. The height and arrangement of the lettering shall be in accordance with the enclosed detail. The sign shall be constructed of 3/4" fir plywood, grade A-C (exterior) or better. These signs shall be installed on barricades or as directed by the Engineer and in place at the project site upon commencement of construction. SP-17 ` �'lr Jv+' wl r The work, which includes the painting of the signs, installing and removing the signs, furnishing the materials,supports and connections to the support and maintenance shall be to the satisfaction of the Engineer. The unit price bid per each will be full payment for materials including all labor, equipment,tools and incidentals necessary to complete the work. PAY ITEM NO.2-UTILITY ADJUSTMENT: This item is included for the basic purpose of establishing a contract price which will be comparable to the final cost of making necessary adjustments required due to street improvements to water,sanitary sewer,and natural gas service lines and appurtenances where such service lines and appurtenances are the property owner's responsibility to maintain. An arbitrary figure has been placed in the Proposal; however, this does not guarantee any payment for utility adjustments, neither does it confine utility adjustments to the amount shown in the Proposal. It shall be the Contractor's responsibility to provide the services of a licensed plumber to make the utility adjustments determined necessary by the Engineer. No payment will be made for utility adjustments except those adjustments determined necessary by the Engineer. Should the Contractor damage service lines due to his negligence,where such lines would not have required adjustment or repair otherwise, the lines shall be repaired and adjusted by the Contractor at the Contractor's expense. The payment to the Contractor for utility adjustments shall be the actual cost of the adjustments plus ten percent (10%) to cover the cost of bond and overhead incurred by the Contractor in handling the utility adjustments. PAY ITEM NO.3-MANHOLE ADJUSTMENT: This Rem shall include adjusting the tops of existing manhole with concrete collar to match proposed grade as shown on the plans,in the detail at the back of this document or as directed by the Engineer. Standard Specification Item Nos. 450 "Adjusting Manholes and Inlets" and 406 "Concrete for Structures" shall apply except as herein modified. The concrete shall be designed to achieve a minimum compressive strength of 3000 pounds per square inch.Work shall be completed and street open to traffic within seven(7)calendar days. If the contractor fails to complete the work within seven (7) calendar days, a $100 dollars liquidated damage will be assessed per each manhole per day. SP-1$ Prior to beginning of work, the Contractor shall make an inventory of the condition of existing manholes. The Engineer will field verify this inventory and provide the Contractor replacements for broken manhole covers. The contractor shall replace the manhole covers which are damaged during construction at no cost to the City. Included as part of this pay item shall be the application of a cold-applied preformed flexible butyl ribber or plastic sealing compound for sealing interior and/or exterior joints on concrete manhole sections, as per current City Water Department Special Conditions. For adjusting franchise utility manholes, the Contractor is encouraged to work directly with Franchise Utility Companies. It is anticipated that Franchise Utility Companies will supply and the Contractor will install and adjust the franchise utility manhole rings. Payment for work performed, by the Contractor, will come directly from the Franchise Utility Companies. The contractor is not entitled to any additional compensation or renegotiation with the City associated with the construction of this work. The pre bid unit price per each will be full compensation for all labor, materials, equipment, tools,and incidentals necessary to complete the work. PAY ITEM NO.4-WATER VALVE BOXES ADJUSTMENT: This item shall include adjusting the tops of existing water valve with concrete collar to match proposed grade as shown on the detail at the back of this document or as directed by the Engineer. Standard Specification Item Nos. 450 "Adjusting Manholes and Inlets" and 406 "Concrete for Structures" shall apply except as herein modified. Contractor will be responsible for adjusting water valve boxes to match new pavement grade. The water valves themselves will be adjusted by City of Fort Worth Water Department forces. Prior to beginning of work,the Contractor shall make an inventory of the condition of existing water valve boxes. The Engineer will field verify this inventory and provide the Contractor replacements for broken valve boxes. The contractor shall replace the valve boxes, which are E damaged during construction at no cost to the City. The concrete shall be designed to achieve a minimum compressive strength of 3000 pounds per square inch.Work shall be completed and street open to traffic within seven(7) calendar days. If the contractor fails to complete the work within seven (7) calendar days, a $100 dollar liquidated damage will be assessed per each water valve box per day. SP-19 The pre bid unit price per each will be full compensation for all labor, materials, equipment, tools,and incidentals necessary to complete the work. PAY ITEM NO.5-WATER METER BOX ADJUSTMENT: This item only apply when the adjacent curb and gutter has been determined to be removed and replaced as directed by the Engineer.The adjustment shall include raising or lowering the existing water meter box to the proper grade. The pre bid unit price per each will be hall compensation for all labor, materials, equipment, 1 tools,and incidentals necessary to complete the work. PAY ITEM NO. 6 - REMOVAL AND REPLACEMENT OF CONCRETE CURB AND GUTTER IN SECTIONS AS DIRECTED BY INSPECTOR(POL 50150 These provisions require the contractor to remove all failed existing curb and gutter, as designated by the Construction Engineer, and replace with standard concrete curb and gutter, laydown curb and gutter, or in like kind,as governed by the standard City Specifications,Item No. 104 "Removing OId Concrete",Item No. 502 "Concrete Curb and Gutter", and Drawing Nos. S-S2 through S-84. Pay limits for laydown curb and gutter are as shown in Drawing No. S-S5 of the Standard Specifications.Contractor shall sawcut the curb and gutter and pavement prior to removal. Included, and figured subsidiary to this unit price,will be the required sawcut excavation, as per specification Item No. 106 "Unclassified Street Excavation", into the street to aid in the construction of the curb and gutter.The pay limit will be 9" out from the gutter lip,with same day haul-off of the removed material to a suitable dumpsite.The street void shall be filled with H.M.A.C. Type "D" mix (PG 64-22) in accordance with all applicable provisions of TxDOT's "Standard Specifications for Construction and Maintenance of Highways, Streets, and Bridges" Item Nos. 300 "Asphalts; Oils, and Emulsions",310 "Prime Coat" (referenced), and 340 "Dense-Graded Hot-Mix Asphalt (Method)" (referenced) and compacted to standard densities. Topsoil as per specification Item No. 116 "Top Soil",if needed, shall be added and leveled to grade behind the curb. Existing improvements within the parkway such as water meters, sprinkler system, etc. damaged during construction shall be replaced with same or better at no cost to the City. SP-20 f Backfill for curb and gutter shall be completed within seven (7) calendar days from the day of completion of the'eurb and gutter. If the contractor fails to complete the work within seven(7) ' calendar days,a$100 dollar liquidated damage will be assessed per block per day. For those streets designated as Mill Overlay on the street list in the back of this contract document book, the wedge milling shall begin within fourteen (14) calendar days from the completion of the curb and gutter. If the contractor fails to complete the work within fourteen (1.4)calendar days,a$100 dollar liquidated damage will be assessed per block per day. The unit price bid per linear foot shall be full compensation for all materials,labor, equipment and incidentals necessary to complete the work. r PAY ITEM NO.7-REMOVAL AND REPLACEMENT OF 6" CONCRETE DRIVEWAYS: This item shall include the removal and replacement of existing concrete driveways, due to deterioration or in situations where curb and gutter is replaced to adjust grades to eliminate ponding water with same day haul-off of the removed material to a suitable dump site. For specifications governing this item see Item No. 104 "Removing Old Concrete", Item No. 5041' Concrete Sidewalk and Driveways".Pay limits for concrete driveway are as shown in Drawing No.S-S5 of the Standard Specifications. The unit price bid per square yard shall be full compensation for all labor, material, equipment,supplies,and incidentals necessary to complete the work. PAY-ITEM NO. 8-REMOVAL AND REPLACEMENT OF 4" CONCRETE SIDEW ALK: This item shall include the removal and replacement of existing concrete sidewalk due to failure or in situation where curb and gutter is replaced to adjust grades to eliminate ponding water with same day haul-off of the removed material to a suitable dumpsite. For specifications governing this item see Item No. 104 "Removing Old Concrete", and Item No. 504 "Concrete Sidewalk and Driveways". The unit price bid per square yard shall be full compensation for all labor, material, equipment,supplies,and incidentals necessary to complete the removal and replacement work. PAY ITEM NO. 9 - REMOVAL AND REPLACEMENT OF H.M.A.C. PAVEMENT AND BASE: SP-21 The contractor is to remove all existing deformed H.M.A.C. pavement and/or bad base material that shows surface deterioration and/or complete failure. The Construction Engineer will identify these areas upon which time the contractor will begin work. The failed area shall be saw cut, or other similar means, out of the existing pavement in square or rectangular fashion. The side faces shall be cut vertically and all failed and loose material excavated. As a part of the excavation process, all unsatisfactory base material shall be removed, if required, to a depth sufficient to obtain stable sub-base. The total depth of excavation could range from a couple of inches to include the surface-base-some sub-base removal for which the Construction Engineer will select the necessary depth. The remaining good material shall be leveled and uniformly made ready to accept the fill material. All excavated material shall be hauled off site, the same day as excavated, to a suitable dumpsite. After satisfactory completion of removal as outlined above, the contractor shall place the permanent pavement patch, with Type I'D" surface mix (PG 64-22). This item will always be used even if no base improvements are required. The proposed H.M.A.C. repair shall match the existing pavement section or the depth of the failed material, whichever is greater. However,the patch thickness shall be a minimum of 2 inches.Generally the existing H.M.A.C. pavement thickness will not exceed 611.Before the patch layers are applied,any loose material, ' mud and/or water shall be removed. A liquid asphalt tack coat shall be applied to all exposed surfaces.Placement of the surface nix lifts shall not exceed 3 inches with vibrator compactions to follow each lift. Compactions of the mix shall be to standard densities of the City of Fort Worth,made in preparation to accept the recycling process. All applicable provisions of TxDOT's "Standard Specifications for Construction and Maintenance of Highways, Streets, and Bridges" Item Nos. 300 "Asphalts, Oils, and Emulsions", 310 "Prime Coat" (referenced), and 340 "Dense-Graded Hot-Mix Asphalt (Method)"(referenced) shall govern work. The unit price bid per cubic yard shall be full compensation for all materials,labor, equipment and incidentals necessary to complete the work. PAY-ITEM NO. 10 a GRADED CRUSHED STONES: This item shall be used to repair the failed base material in areas exceed 8" deep as directed by the Engineer.The material shall be graded crushed stone. For City speci€ications governing this item see item No.208 "Flexible Base". SP-22 The unit price bid per cubic yard shall be full compensation for all materials,labor,equipment and incidentals necessary to complete the work. PAY-ITEM NO. 11-WEDGE MILLING 2" TO 0" DEPTH 5.0'WIDE: 1. Desc�ri,„tion This item shall consist of milling the existing pavement from the lip of gutter at a depth of 2" and transitioning to match the existing pavement (0" cut) at a minimum width of 51. The existing pavement to be milled will either be asphalt, concrete, or brick pavement. The removal and disposal of the milled materials shall be as directed by the Engineer. The milled surface shall provide a smooth surface free from gouges, ridges, oil film, and other imperfections of workmanship and shall have a uniform textured appearance.In all situations where the existing H.M.A.C. surface contacts the curb face, the wedge milling shall include the removal of the existing asphalt covering the gutter up to and along the face of curb. If the existing base is brick and cannot be wedge milled, then the existing brick base,of 5- foot in width, shall be removed ander Pay Item No. 24 "UNCLASSIFIED STREET EXCAVATION", and replaced under Pay Item No. 13 "HMAC LEVEL UP", prior to placing H.M.A.C. surface course. See Pay Item No. 24 "UNCLASSIFIED STREET EXCAVATION",for further description of work. For those streets designated as Mill Overlay on the street list in the back of this contract document book,the wedge milling shall begin within fourteen(14)calendar days from the completion of the curb and gutter. If the contractor fails to complete the work within fourteen (14) calendar days, a $100 dollar liquidated damage will be assessed per block per day. The wedge milling operations for this project will be performed in a continuous manner along both sides of the street.Details of milling locations are at the back of this document. Contractor is required to begin the overlay,within five(5) calendar days from the date of the wedge milling completion of any one street. Should the contractor fail to meet this condition,the wedge milling will be shut down,and liquidated damage of$500.00 per day per street will be assessed until all wedge milled streets are overlayed. The overlay, once begun on a street shall continue uninterrupted until complete. The Contractor shall haul-off the removed material to a suitable dumpsite. SP-23 I ;,;: s {.�Yu'Vr� 31 Y LG 2.' Equipment The equipment for removing the pavement surface shall be a power operated milling machine or other equal or better mechanical means capable of removing, in either one pass or two passes, the necessary pavement thickness in a five-foot minimum width. The equipment shall be self-propelled with sufficient power,traction and stability to maintain 4 accurate depth of cut and slope. The machine shall be equipped with an integral loading and reclaiming means to immediately remove material being cut from the surface of the roadway and discharge the cuttings into a truck, all in one operation. Adequate back-up equipment (mechanical street sweepers, loaders, water truck, etc.) and personnel will also be provided to keep flying dust to a minimum and to insure that all cuttings are removed from street surface daily. Stockpiling of planed material will not be permitted on the project site unless designated by the Engineer. The machine shall be equipped with means to control dust created by the cutting action and shall have a manual system providing for uniformly varying the depth of cut while the machine is in motion thereby making it possible to cut flush to all inlets,manholes,or other obstructions within the paved area. The speed of the machine shall be variable in order to leave the desired grid pattern specified under Surface Texture. The unit price bid per linear feet shall be full compensation for all labor, material, equipment,tools,and incidentals necessary to complete the work. PAY-ITEM NO. 12-BUTT JOINTS-MILLED: Description: This item requires the contractor to mill "butt joints" into the existing surface, in association with the wedge milling operation (PAY ITEM NO. 11) to the depth and at Iocations as described below. The butt joint will provide a full width transition section,whereby the new overlay shall maintain constant depth at the point the new overlay is terminated and the new 4 surface elevation matches the existing pavement. The construction activities, performance standards and equipment needed for the butt joints milling operations shall be governed by the special provisions of Pay Item No. 11 - Wedge Milling. The configuration of the butt joints is described in more detail below. General details of butt joint Iocations - along with wedge milling in general-are shown in plan form at the back of this document. Construction Details: SP-24 Prior to the milling of the butt joints, the contractor shall consult with the construction Engineer for proper location of these joints and verify that the selected limits of the projects street are correct. The general locations for butt joints are at all beginning and ending points of streets listed in the project and as more graphically detailed at the back of this specification book. The joints are also required on both sides of all railroad tracks and concrete valley gutters, bridge decks and culverts and all other items which transverse the street and end the continnity of the asphalt surface. Each butt joint shall be 20 feet long and milled out across the full width of the street section to a tapered depth of 211. This milled area shall be tapered within the 20 feet to a depth from 01' to 21" at a line adjacent to the beginning and ending points or Intermediate transverse items. This butt joint-when overlayed- will consist of an asphalt section that will transition the new overlay to match the existing pavement elevation. ' The contractor shall provide a temporary wedge of asphalt at all butt joints to provide a smooth ride over the bump. Measurement and Payment: Butt joints as prescribed above, will be measured by the unit of each butt joint milled. The disposal of excess material involved will not be measured for payment. Each butt joint-milled, measured as above, complete-in place-in accordance with these specifications, will be paid for at the unit price shown in the proposal for "Butt Joints". The unit price bid per each shall be full compensation: for all milling, including material haul-off, tools,labor,equipment and incidentals necessary to complete the required work. 4 PAY ITEM NO. 13-H.M.A.C.LEVEL UP: This item shall be used to fill ruts, depressions, level up pavement section with Type "D"' surface mix (PG 64-22) prior to placing the asphalt surface overlay and where needed as directed by the Engineer in the field. All applicable provisions of TxDOT's "Standard Specifications for Construction and Maintenance of Highways, Streets, and Bridges" Item Nos. 300 "Asphalts, Oils, and Emulsions" (referenced), 310 "Prime Coat" (referenced), and 340 "Dense-Graded Hot-Mix Asphalt(Method)"(referenced),shall govern work. SP-25 i This item shall be used to fill,to the proper grade,the void created by removing existing brick base,if existing base cannot be wedged or surface milled. The unit price bid per ton shall be full compensation for all materials, labor, placing, equipment,cleaning and incidentals necessary to complete the work. PAY-ITEM NO. 14 - 2" H.M.A.C. (TYPE "D" MIM ASPHALT CEMENT SURFACE COURSE: All applicable provisions of TxDOT's "Standard Specifications for Construction and Maintenance of Highways, Streets, and Bridges" Item Nos. 300 "Asphalts, Oils, and Emulsions" (referenced), 310 "Prime Coat" (referenced), and 340 "Dense—Graded Hot-Mix Asphalt(Method)"(referenced)shall govern work. The following amendments to the above TxDOT's specifications shall govern, take precedence and shall include: Item No. 340 "Dense--Graded Hot-Mix Asphalt(Method)"(referenced): • Under Item 340.2LMaterials,A. Aggregates: The surface aggregate classification(SAC)shall be Class B. The Contractor shall perform the Los Angeles abrasion, magnesium sulfate k soundness,Micro-Deval and all other aggregate quality tests listed in Table 1. 2.RAP will not be allowed,for use,in surface course Type "D"mix. • Under Item 340.2,Materials,D. Asphalt Binder: Furnish performance-graded PG 64.22 for H.M.A.C. surface course, level up and pavementlbase repair or replacement. • Under Item 340.4 Construction The City of Fort Worth, Texas will perform quality assurance tests and checks on the paving project materials during construction, to ensure compliance with the specifications and approved mixture design. The sampling and testing of the materials shall be made at the expense of the City. In the event the sampling and testing does not comply with the specifications, all SP-26 subsequent testing of the material,in order to determine if the material is acceptable, shall be furnished and paid by the contractor,as directed by the Engineer. Samples will be taken daily for determination of asphalt content, aggregate gradation,maximum theoretical specific gravity and stability. For each hot mix asphalt surface course placed, nuclear gauge in-place density testing will be performed at each 50-ft station,with a minimum of one test per lane width at each 50-ft station. For each hot mix asphalt surface course placed, cores will be obtained to determine in-place density and thickness. The cores will be taken at the maximum interval of 300-ft(to coincide with field density locations). Under Item 340.4 Construction A.Mixture Desi n: The contractor shall furnish mixture design of the proposed hot mix asphalt, at or before the pre-construction meeting. The Contractor shall submit to the Engineer a mixture design prepared by a AASHTO accredited laboratory, for the materials to be used in the project. Using the typical weight design example in Tex-204-F,Part I, the mixture design shall meet the requirements contained in Tables 1 through Table 5 of Item 340. The Indirect Tensile-Dry (Tex 226-F) and the Hamburg Wheel-tracking(Tex-242-F)tests shall be waived.. The mixture design report must be certified and signed by a Level H Specialist and submitted on TxDOT's software forms. The Engineer may verify the mixture design at optimum asphalt content. 4 • Under Item 340.4, Construction,B. Job-Mix Formula Approval: The Contractor will perform the Boil Test(Tex-530-C). • Under Item 340.4 Construction J.Ride Quality: The Ride Quality Surface Type A test(10-foot straight edge)shall be measured. • Under Item 340.5 Measurement: Hot mix will be measured by the square yard of the composite hot mix, which includes asphalt,aggregate and additives. ■ Under Item 340.6 Payment: SP-27 7 The work performed and materials furnished in accordance with this Item and measured as provided under "Measurement", will be paid for at the unit price bid per square yard,for"Dense-Graded Hot Mix Asphalt (Method)". PAY ITEM NO. 15 - REMOVAL AND REPLACEMENT OF T' CONCRETE VALLEY GUTTER: This item shall include the removal and reconstruction of existing concrete valley gutters at locations to be determined in field by the Construction Engineer. Removal of existing concrete valley, asphalt pavement, concrete base, curb and gutter, and necessary excavation to install the concrete valley gutters all shall be subsidiary to this pay item. Furnishing and placing of 2:27 concrete base and crushed limestone to a depth as directed by the Engineer and necessary asphalt transitions as shown in the concrete valley gutter details,shall be subsidiary to this Pay Item. See City standard specifications Item No. 104, "Removing Old Concrete", Item No. 106, "Unclassified Street Excavation" Item. No. 208 "Flexible Base", Drawing No. S-S6 and detail enclosed, TxDOT's "Standard Specifications for Construction and Maintenance of Highways, Streets, and Bridges"Item Nos. 300 "Asphalts, Oils, and Emulsions" (referenced),310 "Prime Coat" (referenced), and 340 "Dense-Graded Hot-Mix Asphalt (Method)" (referenced) and Item No. 360 "Concrete Pavement" (enclosed). Measurement for final quantities of valley gutter will be by the square yard of concrete pavement and the curb and gutter section will be included. Contractor may substitute 5" non-reinforced (2:27) Concrete Base in lieu of Crushed Stone at no additional cost. See Item No. 360 "Concrete Pavement" (enclosed). Surface texturing shall be made with a medium broom in lieu of carpet drag or metal tining. The concrete shall be designed to achieve a minimum compressive strength of 3000 pounds per square inch. Contractor shall work on one-half of Valley Gutter at a time, and the other half shall be open to traffic.Work shall be completed on each half within seven(7)calendar days. If the contractor fails to complete the work on each half within seven (7) calendar days, a$100 dollars liquidated damage will be assessed per each half of valley gutter per day. The unit price bid per square yard for Concrete Valley as shown on the proposal will be full compensation for materials, labor, equipment,tools and incidentals necessary to complete the work. SP-28 C, ,'t 'Y 1 PAY-ITEM NO. 16-NEW 7" CONCRETE VALLEY GUTTER: This item shall include the construction of concrete valley gutters at various locations to be determined in field by the Construction Engineer. 1 , Removal of existing, asphalt pavement, concrete base, curb and gutter, and necessary excavation to install the concrete valley gutters all shall be subsidiary to this pay item. Furnishing and placing of 2:27 concrete base and crushed limestone to a depth as directed by the Engineer and necessary asphalt transitions as shown in the concrete valley gutter details shall be subsidiary to this Pay Item. See City standard specifications Item No. 104, "Removing Old Concrete", Item No. 106, "Unclassified Street Excavation" Item No. 208 "Flexible Base", Drawing No. S-S6 and detail enclosed, TxDOT's "Standard Specifications for Construction and Maintenance of Highways, Streets, and Bridges"Item Nos. 300 "Asphalts, Oils,and Emulsions" (referenced),310 "Prime Coat" (referenced), and 340 "Dense-Graded Hot-Mix Asphalt (Method)" (referenced) and Item No. 360 "Concrete Pavement" (enclosed). Measurement for final quantities of valley gutter will be by the square yard of concrete pavement and the curb and gutter section will be included. Contractor may substitute S" non-reinforced(2:27) Concrete Base in lieu of Crushed Stone at no additional cost. See Item No. 360 "Concrete Pavement" (enclosed). Surface texturing shall be made with a medium broom in lieu of carpet drag or metal tieing. The concrete shall be designed to achieve a minimum compressive strength of 3000 pounds per square inch. Contractor shall work on one-half of valley gutter at a time, and the other half be open to traffic.Work shall be completed on each half within seven(7)calendar days. If the Contractor fails to complete the work on each half within seven(7)calendar days, a$100 dollars liquidated damage will be assessed per each half of valley gutter per day. The unit price bid per square yard for Concrete Valley as shown on the proposal will be full compensation for materials, labor, equipment, tools and incidentals necessary to complete the work. PAY-ITEM NO. 17-NEW 41" STANDARD WHEELCHAIR RAMP: This item shall include the construction of standard concrete wheelchair ramps at various locations to be determined in field by the Construction Engineer. SP-29 f 5 The Contractor shall construct standard concrete wheelchair ramps as shown on the enclosed details, or as directed by the Engineer. The removal of existing substandard wheelchair ramps and sidewalk as required for the installation of new wheelchair ramps shall be subsidiary to this pay item. The removal and replacement of existing curb and gutter as required for the installation of new wheelchair ramps shall be included in Pay Item 6 (Removal and Replacement of Curb and Gutter). Pay limits for laydown curb and gutter are as shown in the Standard Pay Limit Detail(WR-1).The pay limit will extend from 9" outside the lip of gutter to 15" back from the face of curb. Any asphalt tie-in shall be subsidiary to the curb and gutter pay item. Pay limits for "Standard Wheelchair Ramp" will start 15" back from the face of curb and encompass the remainder of the ramp and sidewalk. All applicable provision of standard Specifications Item 104 "Removing Old Concrete" and Item 544 "Concrete Sidewalk Driveways" shall apply except as herein modified. All concrete flared surface shall be colored with LITHOCHROME color hardener as manufactured by L.M. Scofield Company or equal.The color hardener shall be brick red color and dry-shake type, and shall be used in accordance with manufactures instructions. Concrete stain may be applied after concrete is poured(Product sold by BAER). k "Contractor shall provide a colored sample concrete panel of one foot by ane foot by three inches dimension, or other dimension approved by the Engineer, meeting the aforementioned specification. The sample, upon approval by the Engineer, shall be the acceptable standard to be applied for all construction covered in the scope of this pay item. The method of application shall be by screen, sifter, sieve or other means in order to provide for a uniform color distribution." The unit price bid per square yard for 4" standard wheelchair ramp as shown on the proposal will be full compensation for materials, labor, equipment, tools and incidentals necessary to compete the work. PAY-ITEM NO. 18 6" PERFORATED PIPE SUBDRAIN: i This item shall consist of furnishing and installing 6" perforated subdrain and filter material all as shown on the enclosed details,or as directed by the Engineer. r SP-30 s I All applicable provision of standard Specifications Item 500 "SUBDRAINS" shall apply except as herein modified. The pipe material shall be poly vinyl chloride (PVC) with the standard dimensional ratio of 35 (SDR35) and meet the ASTM D 1784. Filter fabric shall have the capability of passing ground water without transporting the soil placed around the filter fabric. The fabric shall be constructed exclusively of synthetic thermoplastic fibers and may be either woven or non-woven to form a mat of uniform quality. Fabric fibers may be either continuous or discontinuous and oriented in either a random or a aligned pattern throughout the fabric. The fabric shall be mildew resistant,rot proof, shall be satisfactory for use in a wet soil and aggregate environment,contain ultraviolet stabilizers and have non-raveling edges. The fabric shall meet the following requirements when sampled and tested in accordance with the methods indicated: Test Original Physical Properties Method Requirements Fabric weight, on an ambient SDHPT Test Method Tex- 4.0 minimum for under temperature air-dried tension free 616-J"Testing of drains and Slope sample,expressed in oz/sq.yd. Construction Fibers" Stabilization, 6.0 minimum for Gabions Revetment Water flow rate by falling head Tex-6164 80 minimum method, 7.9 inches (20 em) to 3.9 inches (10 cm)on 2 inch ID cylinder with 1 inch diameter orifice, with flow rate expressed in s' gal/sq. ft/minute. Breaking load in either machine or ASTM Designation: D 1682 100 minimum cross-machine direction, expressed in grab method G as modified pounds. by Tex-616-J Equivalent opening size (US Standard CW-02215, US Army Corps 70 to 100 sieve no.) of Engineers, Civil Works Construction Guide Specification. "Plastic Filter Fabric",Nov. 1977. "Apparent elongation" at breaking ASTM Designation: D 1682 100 maximum SP-31 r 1 load in either machine or cross- grab method G as modified ' machine direction, expressed as by Tex-6164 percent. The "Filter Fabric" shall be installed in accordance with the manufacturer's recommendations, as indicated or as directed by the Engineer. When lapping is required, it shall be in accordance ' with the manufacturer's recommendations. Backfilling around the Filter Fabric shall be done in such a way as not to damage the Filter Fabric material during the placement. The unit price bid per L.F. shall be full-compensation for all labor, materials, equipments, tools,and incidentals necessary to complete the work. PAY-ITEM NO.21 -P" PAVEMENT PULVERIZATION: All applicable provisions of TxDOT's "Standard Specifications for Construction and Maintenance of Highways, Streets, and Bridges" Item No. 275 "Cement Treatment (Road Mixed)"(referenced)shall govern work. (See soil reports enclosed.) The City of Port Worth,Texas will perform quality assurance tests and checks on the paving project materials during construction,to ensure compliance with the specifications. The sampling and testing of the materials shall be made at the expense of the City. In the event the h sampling and testing does not comply with the specifications, all subsequent testing of the material,in order to determine if the material is acceptable, shall be furnished and paid by the contractor,as directed by the Engineer. Contractor shall pulverize the existing pavement to a depth of 8". After pulverization is completed, contractor shall temporarily remove and store the S" deep pulverized material, then cut the base 2" to provide place for the new 2" H.M.A.C. surface. The 2" base cut shall start at a depth of 8" from the existing pulverized surface. After the undercut operation is completed, the temporarily stored S" deep pulverized material shall be returned to the excavation for mixing with cement. If the existing pavement has a combination of 10" H.M.A.0 and crushed stone/gravel, undercut will not be required, the contractor will pulverize 10" inches, the 2" inch cut will be taken from the 10" pulverized material. SP-32 I Pulverization shall start within (ten) 10 calendar days after all concrete work has been i completed on a street. If the contractor fails to begin the work within ten (10) calendar days, $200 dollars liquidated damage will be assessed per block per day. The maximum amount of existing asphalt concrete pavement in the mixture shall be at the discretion of the Engineer. The contractor shall spread, mix, blade to grade and compact the pulverized material to 95% of the maximum density as determined in accordance with TxDOT's Standard Specifications stated above or as directed by the Engineer in the field. A 3.5% Portland cement shall be used to mix the pulverized material. i The Engineer or his authorized representative will observe the cement treatment and collect delivery tickets from each transport truck. Cement quantities used will be verified, with respect to areas being treated. From the pulverized cement treated mixture,samples will be collected and tested for gradation requirements. Testing will be at a minimum of one test per 150 linear feet per lane width per each 8-inches of treated depth,with a minimum of 2 tests per area. After the cement treated base has cured for 48 hours, provide machinery (minimum 12 ton steel wheel vibratory roller)to roll the surface of the cement treated material to induce hairline cracks "micro-cracks". Amplitude of vibrating will be at the discretion of the Engineer or his authorized representative. Micro-cracking will be used to reduce shrinkage cracking in the cement treated material and reduce reflective cracking through the asphalt cement surface overlay. 1 Roller shall be in accordance with TxDOT's "Standard Specifications for Construction and Maintenance of Highways,Streets, and Bridges"Item No. 210 "Rolling"(referenced). Operate roller at walking speed (2 to 3 mph). Generally one (1) to four (4) passes of the roller are required to create the micro-cracks. One pass is down and back. The contractor shall then prime and immediately overlay the micro-cracked surface with 2" H.M.A.C. surface course. The work shall be in accordance with TxDOT's "Standard Specifications for Construction and Maintenance of Highways, Streets, and Bridges"Item Nos. 300 "Asphalts, Oils, and Emulsions" (referenced), 310 "Prime Coat" (referenced), and 340 "Dense-Graded Hot-Mix Asphalt(Method)"(referenced). 1 If the contractor fails to begin the HMAC 2" H.M.A.C. surface course work within five (5) calendar days, a $200 dollars liquidated damage will be assessed per block per da . The 2" OFFICIAL RECORD SP-33 ciFFfCsl � 1 t H.M.A.C. surface will be paid under PAY-ITEM NO. 14 - 2" H.M.A.C. (TYPE "D" A" : ASPHALT CEMENT SURFACE COURSE. On pulverized and overlay streets that do not have existing curb and gutter, the Contractor shall finish the parkway with backfill. The backfill shall begin at the edge and elevation of the new HMAC 2" H.M.A.C. surface course and extend within the parkway, to existing ground surface, at the grade of one-fourth (114)inch per foot. There should be no voids in the backfill material,to the satisfaction of the Engineer. The unit price bid per square yard shall be full compensation for all labor, material, equipment, tools, and incidentals necessary to pulverize, remove and store the pulverized material, undercut the base, mixing, compaction, haul off, sweep, dispose of the undercut material and backfill the parkway. PAY-ITEM NO. 23–REMOBILIZATION: This item shall compensate the Contractor to remobilize personnel, equipment, supplies, and material to perform additional work as directed by the Engineer.Remobilization will be considered when concrete "Flat-work" has been completed, personnel and equipments were demobilized, and the street is clean and ready for overlay. Remobilization shall be determined by the Engineer. Requests for reimbursement of remobilization expenses shall be denied unless prior approval is granted by the Engineer. The unit price per bird per each will be full compensation for all labor, equipment, material, tools, and all incidentals necessary to complete the work. PAY-ITEM NO.24–UNCLASSIFIED STREET EXCAVATION: This item will be used if additional excavation is needed that is not covered by Pay Item No.21 - "O" PAVEMENT PULVERIZATION". Additional Excavation is the removal of the excessive crown and base to bring the new base to proper grade& City standard specifications for street reconstruction. This item shall also be used for removing and disposing the existing brick base, if the existing brick base cannot be wedge or surfaced milled prior to placing 2" HMAC Type d°D"surface course. The void created by removing the existing brick base shall be filled to the proper grade, with Pay Item No. 13 -- L E MAC LEVEL UP", before placing 2" IIMAC Type "D" surface course. — �•� RU SP-34 For wedge milling, the measurement for estimating the removal and disposal of the existing brick material shall be a width of 5-feet, a length of curb and gutter and a depth of 3-inches. i For surface milling,the measurement for estimating the removal and disposal of the existing brick material shall be the surface area and the depth of 34nches. These measurements shall be under City. standard specifications Item No. 106 "UNCLASSIFIED STREET EXCAVATION". All applicable provisions of Item No. 106 "Unclassified Street Excavation" shall apply, work shall be paid per cubic yard. PAY ITEM NO.25-2" SURFACE MILLING: This item shall consist of milling the existing pavement at a depth of 2". All applicable provisions of Pay Item No. 11 "Wedge Milling" shall apply. If the existing base is brick and cannot be surfaced milled,then the existing brick base shall be removed under Pay Item No. 24 "UNCLASSIFIED STREET EXCAVATION", and replaced under Pay Item No. 13 "HMAC LEVEL UP", prior to placing H.M.A.C. surface course. See Pay Item No. 24 "UNCLASSIFIED STREET EXCAVATION", for further description of work. The unit price bid per square yard shall be full compensation for all materials,labor, equipment and incidentals necessary to complete the work. PAY-ITEM NO. 26 & 27 - REMOVAL AND REPLACEMENT OF 6" EXPOSED CONCRETE AGGREGATE DRIVEWAYS AND SIDEWALK _._ This item shall include the removal and replacement of existing exposed aggregate concrete driveways and sidewalk, due to deterioration or in situations where curb and gutter is replaced to adjust grades to eliminate ponding water,with same day haul-off of the removed material, to a suitable dump site. For specifications governing this item see Item No. 104 "Removing Old Concrete", Item No. 504" Concrete Sidewalk and Driveways". Pay limits for concrete driveway are as shown in Drawing No. S-S5 of the Standard Specifications. The concrete shall be designed to achieve a minimum compressive strength of 3000 pounds per square inch and the driveway surface shall be seeded with pea gravel. SP-35 F Exposed concrete aggregate wash off water is silty, high in alkalinity and may contain harmful chemicals; therefore,wash off water shall not be discharged into storm sewers and drainage ditches or streams. Temporary expansion joint board at driveway approach edge shall be used to dam off wash water from entering street gutter. Temporary catch basin sealed with impervious diaphragm sump shall be used to collect all wash water until off site disposal is obtained, or, unless otherwise directed by the Engineer or his authorized representative. The unit price bid per square yard shall be full compensation for all labor, material, equipment,supplies, and incidentals necessary to complete the work. PAY ITEM NO.28—CRACK SEALING: Contractor shall seal existing cracks %" and greater, by using cold poured crack scaler Polymer Modified Asphalt Emulsion Crack Sealer, as directed by the Engineer. TxDOT's "Standard Specifications for Construction and Maintenance of Highways, Streets, and Bridges"Item N.os.300 "Asphalts, Oils,and Emulsions",shall apply. The inside of the cracks shall be cleaned with an air compressor or approved equipment,prior to sealing. Sealant shall be applied with a rubber 'IV" shaped squeegee where applicable. Provide adequate traffic control during set up and cure time of sealant. The unit price bid per linear foot shall be full compensation for all labor,material, equipment, supplies,and incidentals necessary to complete the work. PAY ITEM NOS. 29 & 30- REMOVAL AND REPLACEMENT OF TOP OF 5' and 10' DRAINAGE INLETS: This item shall include the removal and replacement of a 7" thick drainage inlet top of 5-foot and 10' drainage inlet openings. The removal and replacement of the drainage inlet top shall be in accordance with Standard Specification Item No. 450 "Adjusting Manholes and Inlets", as shown in the Drawing S-S02 and as directed by the construction engineer. The unit price per bid per each will be full compensation for all labor, equipment, material, tools,and all incidentals necessary to complete the work. SP-36 i PAY ITEM NOS.31 &32 -H.M.A.C.Speed Cushions(30' and 40' wide Street): f 1 This item shall consist of removing existing and installing new H.M.A.0 Speed Cushions according to the plan and profile as shown on the detail sheet. All excavated material shall be hauled off site the same day as excavated,to a suitable dumpsite. c Contractor shall notify the Construction Engineer 72 hours prior to installing any speed cushions. Contractor shall install pavement markings. If the roadway is damaged daring existing marker removal, the work shall be temporarily halted until consultation with the Construction Engineer. The pavement shall be repaired prior to new HMAC overlay. MATERIALS AND QUALITY REQUUREMENTS: 1. Speed Cushions The speed cushions shall consist of H.M.A.C. Type D surface course (PG 64-22) with tack coat (SS-1) and compacted with vibratory hand roller. All applicable provisions of TxDOT's "Standard Specifications for Construction and Maintenance of Highways, Streets, and Bridges" Item Nos. 300 "Asphalts, Oils, and Emulsions" (referenced), 310 "Prune Coat" (referenced), and 340 "Dense-Graded Hot-Mix Asphalt (Method)" (referenced) shall apply. Kraft brown paper - 36" wide 40-1b paper shall be used to keep curb &gutter clean. 2. Pavement Markings Raised Pavement Markings All materials used shall be pre-approved prior to placement. The brand name and specifications of the materials shall be included in submittal for approval. The approved materials must be used throughout the duration of the contract. In the event that substitute materials need to be used, they must be equal to or exceed the quality of those currently in use and be approved the Construction Engineer. All markers shall be 4"and be installed with epoxy; bituminous adhesive is not approved. SP-37 A chalk line, chain, or equivalent shall be used during layout to insure that individual markers are properly aligned. All markers shall be placed uniformly along the line to achieve a smooth continuous appearance. Preformed Pavement Markings All materials used under this agreement shall be pre-approved prior to awarding of the bid. Materials used shall meet TXDOT specifications Item 666 Type II. The approved materials must be used throughout the duration of the bid. In the event that substitute materials need to be used, they must be equal to or exceed the quality of those currently in use,and be approved by Construction Engineer. All material must be equal to or exceed the following: Pre Mark brand Hot Tape which is manufactured by Stimsonite. Stamark A420,which is manufactured by 3M. Stamark A380,which is manufactured by 3M. f J All applications shall be in strict compliance with all manufacturer recommendations. Surface Preparation and Application of Pavement Markings Roadway surface shall be clean, dry and free from dirt, grease, and other forms of contamination. All surfaces must be air blasted prior to application of paint. Surface preparation and application shall be in strict compliance with manufacturer recommendations. Equipment and methods used for surface preparation shall not damage the pavement or present a hazard to motorists. Installation of Pavement Markings Contractor's personnel shall be knowledgeable and sufficiently skilled in the installation of raised pavement markings and preformed pavement markings. Markings that are not properly applied due to faulty application methods or defective product, and markings, which are placed in the wrong position or alignment, shall be removed and replaced by the contractor at the contractor's expense. If the mistake is such that it would be confusing or hazardous to motorists it shall be remedied the same day of notification. Notification will be made by phone and confirmed by fax. Other mistakes shall be remedied within five days of written notification. SP-38 Traffic Control of Pavement Markings When markings are applied on roadways open to traffic care will be taken to ensure that proper safety precautions are followed, including the use of signs, cones, barricades, flaggers, etc. Work shall be performed with as little disruption to traffic as possible, and freshly applied markings shall be protected from traffic damage and disfigurement. 3. Measurement and Payment The unit price bid per each shall be full compensation for removal of existing pavement markings,H.M.A.C.Type D surface course,tack coat(SS-1),vibratory hand roller,surface preparation,preformed and raised pavement markings,kraft brown paper-36" wide 40-lb paper to keep curb & gutter clean, and all materials, labor, equipment and incidentals necessary to complete the work. The unit price per bid per each will be full compensation for all labor, equipment, material,tools,and all incidentals necessary to complete the work. END OF SECTION SP-39 SPECIAL PROVISIONS FOR SECTION 2 FOR: HMAC SURFACE OVERLAY(2006-12),SECTION 2 (WICHITA ST.,LON STEPHENSON DR.AND ANGLIN DR.) DOE PROJECT NO.4015 ENVIRONMENTAL PROJECT NO.P195-052195005002 1. SCOPE OF WORK: The work covered by these details and specifications consists of the removal (only) of all existing traffic buttons, removal and replacement of existing concrete curb and gutter and driveways and existing base repair and the addition of a new surface layer of H.M.A.C. for those streets designated as Mill Overlay (MOL). For those streets designated as Pulverized Overlay (POL), the work consists of the same removal and replacement items as described above, surface & base rehabilitation of existing pavement with cement and the addition of a new surface layer of H.M.A.C. These items are described in the Special Provisions of these specifications. The work also consists of all other miscellaneous items of construction to be performed as outlined in the details and specifications which are necessary to satisfactorily complete the work. The Contractor shall mobilize within ten (10) calendar days of the notice given by the Construction Engineer for any locations. If the contractor fails to begin the work within ten (10)calendar days,a $200 dollars liquidated damage will be assessed per Block per day. It shall be the responsibility of the prospective bidder to visit the project sites and make such examinations and explorations as may he necessary to determine all conditions that may affect construction of this project. Particular attention should be given to methods of providing ingress and egress to adjacent private and public properties, procedures for protecting existing improvements and disposition of all materials to be removed. Proper consideration should be given to these details during preparation of the Proposal and all unusual conditions that may give rise to later contingencies should be brought to the attention of the City prior to the submission of the Proposal. The contractor shall verify these locations with the Construction Engineer. For street locations see list at the back of this document. At the sole discretion of the City, the City reserves the right to add, delete or substitute streets in this contract. The City also reserves the right to increase or decrease quantities of individual pay items within the contract provided that the total contract amount remains within plus or minus (±) 25% of the contract award. The contractor is not entitled to any additional compensation or renegotiation of individual pay item bid prices. All short turnouts that intersect with a street to be repaired shall be included in this contract, even though they may not be listed with the street locations at the back of this document due SP-1 (SECTION 2) ADDENDUM NO. 1 to their size. The contractor shall verify these locations with the Construction Engineer prior to construction. The construction of these turnouts includes; but, is not limited to, milling, cleaning,tack coating,overlaying and facility adjusting. Total quantities given in the bid proposal may not reflect actual quantities, but represent the best estimate based on a reasonable effort of investigation; however, they are given for the purpose of bidding on and awarding the contract. 2. AWARD OF CONTRACT: Contract will be awarded to the lowest responsible bidder. 3. SUBMITTALS FOR CONTRACT AWARD: The City reserves the right to require contractor who is the apparent low bidder(s) for a project to submit such information as the City,in sole discretion may require,including but not limited to manpower and equipment records, information about key personnel to be assigned to the project, and construction schedule, to assist the City in evaluating and assessing the ability of the apparent low bidder(s) to deliver a quality product and successfully complete projects for the amount bid within the stipulated time frame. Based upon the City's assessment of the submitted information, a recommendation regarding the award of a contract will be made to the City Council. Failure to submit the information if requested may be grounds for rejecting the apparent low bidder as non-responsive. Affected contractors will be notified in writing of a recommendation to the City Council. 4. WORKING DAYS: The Contractor agrees to complete the Contract within the allotted number of days. If the Contractor fails to complete the work within the number of days specified, liquidated damages shall be charged, as outlined in Part 1, Item 8, Paragraph 8.6, of the "General Provisions" of the Standard Specification for Street and Storm Drain Construction of the City of Fort Worth,Texas. The Contractor also agrees to complete the final punch lest within ten(10)days after receiving it. If the Contractor fails to complete the work within,ten (10) days, the counting of the number of days to complete the Contract will resume and liquidated damages shall be charged, as outlined in Part 1, Item 8, Paragraph 8.6, of the "General Provisions" of the Standard Specification for Street and Storm Drain Construction of the City of Fort Worth, aa Texas. � 3li W REM 21J SP-2 (SECTION 2) ADDENDUM NO 1 5. EARLY WARNING SYSTEM FOR CONSTRUCTION: Time is of the essence in the completion of this contract. In order to insure that the contractor is responsive when notified of unsatisfactory performance and/or of failure to maintain the contract schedule,the following process shall be applicable: The work progress on all construction projects will be closely monitored. On a bi-monthly basis the percentage of work completed will be compared to the percentage of time charged to the contract. If the amount of work performed by the contractor is less than the percentage of time allowed by 20% or more (example: 10% of the work completed in 30% of the stated contract time as may be amended by change order), the following proactive measures will be taken: A. A letter will be mailed to the contractor by certified mail, return receipt requested demanding that,within 10 days from the date that the letter is received, it provide sufficient equipment, materials acid labor to ensure completion of the work within the contract time. In the event the contractor receives such a letter,the contractor shall provide to the City an updated schedule showing how the project will he completed within the contract time. B. The Project Manager and the Directors of the Department of Engineering, and Department of Transportation and Public Works will be made aware of the situation. If necessary, the City Manager's Office and the appropriate city council members may also be informed. C. Any notice that may, in the City's sole discretion, be required to be provided to interested individuals will distributed by the Engineering Department's Public Information Officer. D. Upon receipt of the contractor's response, the appropriate City departments and directors will be notified.The Engineering Department's Public Information Officer will,if necessary,then forward updated notices to the interested individuals. E. If the contractor fails to provide an acceptable schedule or fails to perform satisfactorily a second time prior to the completion of the contract, the bonding company will be notified appropriately. 6. RIGHT TO ABANDON: The City reserves the right to abandon,without obligation to the Contractor, any part of the project,or the entire project,at any time before the Contractor begins any construction work authorized by the City. SP-3 (SECTION 2) ADDENDUM NO. 1 7. CONSTRUCTION SPECIFICATIONS: This contract and project are governed by the two following published specifications, except as modified by these Special Provisions: STANDARD SPECIFICATIONS FOR STREET AND STORM DRAIN CONSTRUCTION- CITY OF FORT WORTH and STANDARD SPECIFICATIONS FOR PUBLIC WORKS. CONSTRUCTION-NORTH CENTRAL TEXAS. General Provisions shall be those of the Fort Worth document rather than Division 1 of the North Central Texas document. A copy of these specifications may be purchased at the office of the Department of Engineering, 1000 Throckmorton Street, 2nd Floor, Municipal Building, Fort Worth, Texas 76102. The specifications applicable to each pay item are indicated in the call-out for the pay item in the Proposal. If not shown, then applicable published specifications in any of these documents may be followed at the discretion of the Contractor. S. CONTRACT DOCUMENTS: Bidders shall not separate,detach or remove any portion,segment or sheets from the contract documents at any time. Failure to bid or fully execute contract without retaining contract documents intact may be grounds for designating bids as "non-responsive" and rejecting bids or voiding contract as appropriate and as determined by the Director of the Engineering. 9. MAINTENANCE STATEMENT: The Contractor shall be responsible for defects in this project due to faulty materials and workmanship, or both, for a period of two (2) years from date of final acceptance of this project by the City of Fort Worth and will be required to replace at his expense any part or all of the project which becomes defective due to these causes. See Special Instructions to Bidders Item No. 14 for further requirements. 10. TRAFFIC CONTROL: The contractor will be required to obtain a "Street Use Permit" prior to starting work. As part of the "Street Use Permit" a traffic control plan is required. The Contractor shall be responsible for providing traffic control during the construction of this project consistent with the provisions set forth in the "Latest Edition Texas Manual on Uniform Traffic Control Devices for Streets and Highways" issued under the authority of the "State of Texas Uniform Act Regulating Traffic on Highways", codified as Article 6701d Vernon's Civil Statues, pertinent sections being Section Nos.27,29,30 and 31. SP-4 (SECTION 2) ADDENDUM NO. 1 A traffic control plan shall be submitted for review to Mr. Charles R. Burkett City Traffic Engineer @817-392-8712 at least 10 working days prior to the nreconstruction conference. Although work will not beLyin until the traffic control panel has been reviewed, the Contractor's time will begin in accordance with the time frame established in the Notice to the Contractor. The Contractor will not remove any regulatory sign, instructional sign, street name sign, or other sign which has been erected by the City. If it is determined that a sign must be removed to permit required construction, the Contractor shall contact the Transportation and Public Works Department, Signs and Markings Division (phone number 871-7738), to remove the sign. In the case of regulatory signs, the Contractor must replace the permanent sign with a temporary sign meeting the requirements of the above referenced manual and such temporary sign must be installed prior to the removal of the permanent sign. If the temporary sign is not installed correctly or if it does not meet the required specifications,the permanent sign shall be left in place until the temporary sign requirements are met. When construction work is completed to the extent that the permanent sign can be re-installed, the Contractor shall again contact the Signs and Markings Division to re-install the permanent sign and shall leave his temporary sign in place until such re-installation is completed. The Contractor shall limit his work within one continuous lane of traffic at a time to minimize interruption to the flow of traffic upon the approval of the City Engineer. Work shall not be performed on certain Iocations/streets during "peak traffic periods (9 a.m. to 4 p.m.)"; or, as determined by the City Traffic Engineer and in accordance with the applicable provision of the "City of Fort Worth Traffic Control Handbook for Construction and Maintenance Work Areas." The contractor will be responsible for coordination, of proposed construction activities,with public or private school administration. The proposed construction activities shall accommodate school operating schedules, including school bus/parent drop off and pick up periods. The contractor shall provide proper traffic and pedestrian control to ensure safety at all times. -Construction areas shall be properly barricaded/fenced to prevent public entry. See Special Instructions to Bidders Item No. 15, for further work time restrictions on "Air Pollution Watch Days"with substantial use of motorized equipment. SP-5 (SECTION 2) ADDENDUM NO. 1 11. PUBLIC NOTIFICATION PRIOR TO BEGINNING CONSTRUCTION: Prior to beginning construction on any street in this contract, the contractor shall, prepare and deliver a notice/flyer of the pending construction to the front door of each residence or business that will be impacted by construction. The notice/flyer shall be posted three (3) days prior to beginning� construction activity along each street (i.e. a notice for each phase of construction is required.- concrete flatwork, pulverization, milling and asphalt overlay). The flyer shall be prepared on the: Contractor's letterheads and shall include the same information as what is in the enclosed detail. The contractor shall submit a schedule showing the construction start and finish dates for each street of the project to the inspector at the pre-construction conference. In addition, a copy of the Notice of Construction/flyer shall be delivered to the City inspector for his review prior to distribution. The contractor will not be allowed to begin construction on any street until the flyer is delivered to all residents of the street. All work involved with the notification flyer shall be considered subsidiary, to the contract price and no additional compensation shall be made. The Electronic version of the notification flyer can be obtained from the Construction office at(817) 871-8306. 12. PAYMENT: The Contractor will receive bi-weekly payment (minus 5% retainage) from the City for all work for each pay period. Payment of the remaining amount shall be made with the final payment,and upon acceptance of the project. See Special Instructions to Bidders Item No. 14 for further requirements. 13. DELAYS: 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. When such extra compensation is claimed a written statement thereof shall be presented by the Contractor to the Engineer and if by him found correct shall be approved and referred by him to the Council for final approval or disapproval; and the action thereon by the Council shall be final and binding. If delay is caused by specific orders given by the Engineers to stop work, or by the performance of extra work, or by the failure of the City to provide material SP-6 (SECTION 2) ADDENDUM NO. 1 or necessary instructions for carrying on the work,then such delay will entitle the Contractor to an equivalent extension of time, his application for which shall, however, be subject to the approval of the City and no such extension of time shall release the Contractor or the surety on his performance bond from all his obligations hereunder which shall remain in full force until the discharge of the contract. 14. DETOURS AND BARRICADES: The Contractor shall prosecute his work in such a manner as to create a minimum of interruption-to traffic and pedestrian facilities and to the flow of vehicular and pedestrian traffic within the project area. Contractor shall protect construction, as required by Engineer,by providing barricades. Barricades,warning and detour signs shall conform to the Standard Specifications "Barriers and Warning and/or Detour Signs",Item 524,and/or as shown on the plans. Construction signing and barricades shall conform with the latest edition of the "Texas Manual on Uniform Traffic Control Devices,Vol.No. 1". 15. DISPOSAL OF SPOIL/FILL MATERIAL: Prior to the disposing of any spoil/fill material,the Contractor shall advise the Director of the Department of Engineering acting as the City of Fort Worth's Flood Plain Administrator ("Administrator"), of the location of all sites where the contractor intends to dispose of such material. Contractor shall not dispose of such material until the proposed sites have been determined by the Administrator to meet the requirements of the Flood Plain Ordinance of the City of Fort Worth (Ordinance No. 10056) and a flood plain permit issued. All disposal sites must be approved by the Administrator to ensure the felling is not occurring within a flood plain without a permit. A flood plain permit can be issued upon approval of necessary engineering studies. No fill permit is required if disposal sites are not in a flood plain. Approval of the Contractor's disposal sites shall be- evidenced by a letter signed by the Administrator stating that the site is not in a known flood plain or by a Flood Plain Fill Permit authorizing fill within the flood plain. Any expenses associated with obtaining the fill permit,including any necessary engineering studies, shall be at Contractor's expense. In the event that the Contractor disposes of spoil/fill material at a site without a fill permit or a letter from the Administrator approving the disposal site, upon notification by the Director of the Department of Engineering,Contractor shall remove the spoil/fiII material at its expense and dispose of such materials in accordance with the Ordinance of the City and this section. SP-7 (SECTION 2) ADDENDUM NO. No temporary storage of material, rubble, equipment or vehicles within parkway is allowed. Damage to sodded/landscaped areas shall be replaced at Contractor's expense to the satisfaction of City Engineer. 16. ZONING RE UIREMENTS: During the construction of this project, the Contractor shall comply with present zoning requirements of the City of Fort Worth in the use of vacant property for storage purposes. 17. PROPERTY ACCESS: Access to adjacent property shall be maintained at all times unless otherwise directed by the Engineer. 18. CONSTRUCTION SCHEDULE: Contractor shall be responsible for producing a project schedule at the pre-construction conference. This schedule shall detail all phases of construction, special coordination with schools (see Item No. 10 Traffic Control for details), including project clean,up, and allow the contractor to complete the work in the allotted time. Contractor will not move on to the job site nor will work begin until said schedule has been received and approval secured from the Construction Engineer. However, contract time will start even if the project schedule has not been turned in. Contract start date would be outlined in the pre- construction work order notice. Project schedule will beupdated and resubmitted at the end of every estimating period. All costs involved with producing and maintaining the project schedule shall be considered subsidiary to this contract. 19. SAFETY RESTRICTIONS-WORK NEAR HIGH VOLTAGE LINES: The following procedures will be followed regarding the subject item on this contract: (1) A warning sign not less than five inches by seven inches, painted yellow with black letters that are legible at twelve feet shall be placed inside and outside vehicles such as cranes, derricks, power shovels, drilling rigs, pile drivers, hoisting equipment or similar apparatus. The warning sign shall read as follows: "WARNING --UNLAWFUL TO OPERATE THIS EQUIPMENT WITHIN SIX FEET OF HIGH VOLTAGE LINES." SP-8 (SECTION 2) ADDENDUM NO. 1 (2) Equipment that may be operated within ten feet of high voltage lines shall have an insulating cage-type of guard about the boom or arm, except back hoes or dippers, and insulator Iinks on the lift hood connections. (3) When necessary to work within six feet of high voltage electric lines,notification shall be given the power company(TXU Electric Delivery)which will erect temporary mechanical barriers, de-energize the line, or raise or lower the line. The work done by the power company shall not be at the expense of the City of Fort Worth.The notifying department shall maintain an accurate Iog of all such calls to TXU Electric Delivery and shall record action taken in each case. (4) The Contractor is required to make arrangements with the TXU Electric Delivery for the temporary relocation or raising of high voltage lines at the Contractor's sole cost and expense. (5) No person shall work within six feet of a high voltage line without protection having been taken as outlined in Paragraph(3). 20. RIGHT TO AUDIT: Contractor agrees that City shall, until the expiration of three (3) years after final payment under this contract is made by City, have access to and the right to examine and photocopy any directly pertinent books, documents, papers and records of Contractor involving transactions relating to this contract. Contractor agrees that City shall have access during normal working hours to-all necessary Contractor facilities and shall be provided adequate and appropriate workspace in order to conduct audits in compliance with the provisions of this section. i Contractor further agrees to include in all its subcontracts hereunder a provision to the effect that the subcontractor agrees that City shall, until the expiration of three (3) years after final payment under the subcontract, have access to and the right to examine any directly pertinent books, documents, papers and shall he provided adequate and appropri- ate work space, in order to conduct audits in compliance with the provisions of this article together with Article VI. City shall give the subcontractor reasonable advance notice of intended audits. Contractor and subcontractor agree to photocopy such documents as may be requested by City. City agrees to reimburse Contractor and/or subcontractor for the cost of copies at the rates as contained in the Texas Administrative Code at the time payment is made. 21. CONTRACTOR'S RESPONSIBILITY FOR DAMAGE CLAIMS: SP-9 (SECTION 2) ADDENDUM NO. 1 1 Contractor Covenants and agrees to indemnify City's Engineer and Architect, and their personnel at the project site for Contractor's sole negligence. In addition, 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 or suits for property loss, property damage, personal injury, including death, arising out of, or alleged to arise out of, the work and services to be performed hereunder by Contractor, its officers, agents, employees, subcontractors, licensees or invitees, whether or not any such injury, damage or death is caused, in whole or in part, by the negligence or alleged negligence of City, its officers, servants, or employees. Contractor likewise covenants and agrees to indemnify and hold harmless the City from and against any and all injuries to City's officers, servants and employees and any damage, loss or destruction to property of the City arising from the performance of any of the terms and conditions of this Contract, whether or not any such injury or damage is caused in whole or in part by the negligence or alleged negligence of City, its officers,servants or employees. In the event City receives a written claim for damages against the Contractor or its subcontractors prior to final payment, final payment shall not be made until Contractor either (a) submits to City satisfactory evidence that the claim_ has been settled and/or a release from the claimant involved, or (b) provides City with a letter from Contractor's liability insurance carrier that the claim has been referred to the insurance carrier. The Director may,if deemed appropriate, refuse to accept bids on other City of Fort Worth public work from a Contractor against whom a claim for damages is outstanding as a result of work performed under a City Contract. 22. SUBSTITUTIONS: The specifications for materials set out the minimum standard of quality that the City believes necessary to procure a satisfactory project. No substitutions will be permitted until the Contractor has received written permission of the Engineer to make a substitution for the material that has been specified. Where the term "or equal", or"or approved equal" is used,it is understood that if a material,product,or piece of equipment bearing the name so used is furnished, it will be approvable, as the particular trade name was used for the purpose of establishing a standard of quality acceptable to the City. If a product of any other name is proposed substitutes is procured by the Contractor. Where the term "or equal", or "approved equal" is not used in the specifications, this does not necessarily exclude alternative items or material or equipment which way accomplish the intended purpose. However, the Contractor shall have the full responsibility of providing that the proposed substitution is, in fact, equal, and the Engineer, as the representative of the City, shall be the sole judge of the acceptability of substitutions. The provisions of the sub-section as related to "substitutions"shall be applicable to all sections of these specifications. SP-10 (SECTION 2) ADDENDUM NO. I 23. WATER FOR CONSTRUCTION: Water for construction will be furnished by the Contractor,at his own expense. 24. SANITARY FACILITIES FOR WORKERS: The Contractor shall provide all necessary conveniences for the use of workers at the project site. Specific attention is directed to this equipment. 25. MATERIAL STORAGE: Material shall not be stored on private property unless the Contractor has obtained permission from the property Owner. 26. PROTECTION OF EXISTING UTILITIES AND IMPROVEMENTS: The Contractor shall take adequate measures to protect all existing structures, improvements and utilities,which may be encountered. 27. LEGAL RELATIONS AND RESPONSIBILITIES TO THE PUBLIC: The Contractor's particular attention is directed to the requirements of Item 7, "Legal Relations and Responsibilities to the Public" of the "Standard Specifications for Street and Storm Drain Construction". 28. CONSTRUCTION The City of Fort Worth maintains a "CONFINED SPACE ENTRY PROGRAM" for its employees and all contractors and their sub-contractors must comply with this program as a condition of the contract. All active sewer manholes, regardless of depth, are defined, as "permit required confined spaces". Contractors will he required to complete the "CONFINED SPACE ENTRY PERMIT" used by the Fort Worth Water Department(Field i Operations Division) for each entry and possess and use the equipment necessary to comply I with this program. The cost of complying with this program will be considered subsidiary to the pay items involving work in confined spaces (e.g. vacuum testing, cleaning, televising, construction,etc.). SP-II (SECTION 2) ADDENDUM NO. I t NON-PAY ITEM NO. 1 - SPRINKLING FOR DUST CONTROL: All applicable provisions of Standard Specifications Item 200, "Sprinkling for Dust Control"shall apply. However, no direct payment will be made for this item and it shall be considered incidental to this contract. NON-PAY ITEM NO. 2 - REMOVAL OF TRAFFIC BUTTONS AND TEMPORARY LANE TAPE: All traffic buttons shall be removed from the existing asphalt surface before resurfacing begins. The contractor shall be responsible for the removal of all buttons. Upon completion of the job the City will install new buttons after proper notification. The contractor shall also be responsible for all materials, equipment and labor to place temporary adhesive lane marking tape,at locations as directed by the Construction Engineer, to direct traffic flow until permanent markers are installed. The contractor shall notify the Construction Engineer to arrange for the replacement of the buttons and adhesive lane markers (arrows, etc.). All costs to the contractor shall be figured as subsidiary to this contract. NON PAY ITEM NO.3--LOCATION AND EXPOSURE OF MANHOLES AND WATER VALVES: The contractor shall be responsible for locating and marking previously exposed manholes and water valves in each street of this contract before the resurfacing process commences for a particular street. The contractor shall attempt to include the Construction Engineer (if he is available) in the observation and marking activity. In any event a street shall be completely 1 marked a minimum of two (2) working days before resurfacing begins on any street. Marking the curbs with paint is a recommended procedure. It shall be the contractor's responsibility to notify the utility companies that he has commenced work on the project. As the resurfacing is completed (within same day), the contractor shall locate the covered manholes and valves and expose them. Upon completion of a street the contractor shall notify the utilities of this completion and f SP-12 (SECTION 2) ADDENDUM NO. 1 1 indicate the start of the next one in order for the utilities to adjust facilities accordingly. The following are utility contact persons: Company Telephone Number Contact Perron SBC-Telephone 8.17-338-6202 Mr. Gary Tillory 2-14-384-3 732 Cell TXUElectric Delivery 817-2,15-6424 Mr. Scott King Downtown 817-2.15-6688 Mr. Robert Mardnex -other than Downtown Atmos Energy(Gas)-- 817-215-4306 Mr. Roger Oliver CFWStreet Light and 877-871-8-100 Mr.Dwayne Cox Signal Mr.Roger Martin Storm Drain 817--871-8100 Mr. Gordon Couch Water&Sewer 817-212-2686 (1) Mr: Steve Tackett 817-992-0130 Cell 817-212-2633 Mr.Ron Dacus 817--991-8102 Cell Of course, under the terms of this contract, the contractor shall complete adjustment of the storm drain and Water Department facilities,one traffic lane at a time within five(S)working days after completing the laying of proposed H.M.A.C.overlay adjacent to said facilities. Any deviation from the above procedure and allotted working days may result in the shut down of the resurfacing operation by the Construction Engineer. The contractor shall be responsible for all materials,equipment and labor to perform a most accurate job and all costs to the contractor shall be figured subsidiary to this contract. NON-PAY ITEM NO. 4-PROTECTION OF TREES PLANTS AND SOIL: All property along and adjacent to the Contractor's operations including lawns, yards, shrubs, trees, etc. shall be preserved or restored after completion of the work to a condition equal or better than existed prior to start of work. By ordinance, the contractor must obtain a permit from the City Forester before any work (trimming, removal or root pruning) can be done on trees or shrubs growing on public ' SP-13 (SECTION 2) ADDENDUM NO. 1 Property including street rights-of-way and designated alleys. This permit can be obtained by calling the Forestry Office at 871-5738. All tree work shall be in compliance with pruning standards for Class H Pruning as described by the National Arborist Association. A copy of these standards can be provided by calling the above number. Any damage to public trees due to negligence by the Contractor shall be assessed using the current formula for Shade Tree Evaluation as defined by the International Society of Arboriculture. Payment for negligent damage to public trees shall be made to the City of Fort Worth and may be withheld from funds due to the Contractor by the City. To prevent the spread of the Oak Wilt fungus, all wounds on Live Oak and Red Oak trees shall be immediately sealed using a commercial pruning paint. This is the only instance when pruning paint is recommended. NON-PAY ITEM NO. S—PROJECT CLEAN-UP: During the construction of this project, all parkways that are excavated shall be shaped, including bar ditches, and backfilled at the same time the roadway is excavated. Excess excavation will be disposed of at locations approved by the Engineer. The Contractor shall be aware that keeping the project site in a neat and orderly condition is considered an integral part of the contracted work and as such shall be considered subsidiary to the appropriate bid items.. Clean up work shall be done as directed by the Engineer as the work progresses or as needed. If, in the opinion of the Engineer it is necessary, clean up shall be done on a daily basis. Clean up work shall include, but not be limited to: ® Sweeping the street clean of dirt or debris ® Storing excess material in appropriate and organized manner • Keeping trash of any kind off of residents' property If the Engineer does not feel that the jobsite has been kept in an orderly condition, on the next estimate payment (and all subsequent payments until completed) of the appropriate bid items)will be reduced by 25%. The Contractor shall make a final cleanup of all parts of the work before acceptance by the City or its representative. This cleanup shall include removal of all objectionable rocks, pieces of asphalt or concrete and other construction materials, and in general preparing the site of the work in an orderly manner and appearance. Final cleanup work shall be done for this project as soon as the paving and curb and gutter has been constructed. No more than seven days shall elapse after completion of construction before the roadway and right-of-way is cleaned up to the satisfaction of the i Engineer. SP-14 (SECTION 2) ADDENDUM NO. 1 NON-PAY ITEM NO. 6—CRACK SEALING: All cracks that develop after completion of the street resurfacing and until the end of the 2- year warranty period shall be crack sealed with Rubber Asphalt Crack Sealer, as per the Iatest edition of the TxDOT Specifications for Construction and Maintenance of Highways, Streets,and Bridges,Item 300, "Asphalts, Oils,and Emulsions". The contractor shall be responsible for all materials,equipment and labor to perform a most accurate job and all costs to the contractor shall be figured subsidiary to this contract. NON-PAY ITEM NO.7—STORM DRAIN INLET PROTECTION: All pulverization and overlay streets with storm drain inlets shall use inlet protection for ' sediment control, in accordance with the Standard Specifications for Public Works Construction-North Central Texas. The contractor shall be responsible for all materials, equipment and Iabor to perform a most accurate job and all costs to the contractor shall be figured subsidiary to this contract. NON-PAY ITEM NO. 8 - NO PAVING WORD ON SOLID-WASTE WEEKLY PICK•-UP DAY In order to eliminate potential rutting of the pavement from solid waste trucks while paving operations are underway, the contractor shall schedule construction on all the identified project streets so that no paving activities are scheduled on the week] solid waste pick-up day for each street. The solid waste weekly pick-up day for each project street is identified on the "STREET BY STREET PAVING QUANTITY DETERMINATION SPREADSHEET" located at the end of the contract documents. On the spreadsheet, the solid waste weekly pick-up is listed as the day of the week under the column .heading, "Garbage, Recycling, Yard Trimmings & Brush Weekly Pickup". No Paving activities shall be scheduled on this du. The Contractor will be allowed to construct concrete flatwork on solid waste weekly pick-up day. Also on the spreadsheet,the solid waste mouth pick-up is listed as the week of the month under the column heading, "Monthly Pickup of Bulky Items".' During this week,the day of pick up varies from Monday to Saturday afternoon. The Contractor will be allowed to pave the week of the solid waste monthly pickup. SP-15 (SECTION 2) ADDENDUM NO. 1 The Contractor, however, will be responsible for any coordination with the City Environmental Dept, concerning when the monthly pickup day occurs. If new pavement is placed and damaged by the solid waste monthly pickup trucks; then,the Contractor will be responsible for any repairs required, at no cost to the City. Assessment of damage will be determined by the Construction Engineer, or,his authorized representative. The weekly and monthly solid waste pick up schedules are made available to the Contractor,for bid preparation and construction use. All cost associated with scheduling pavement installation around "solid waste pick-up days" shall be considered incidental to the project contract amount and no additional compensation shall be allowed. NON-PAY ITEM NO.9—SAWCUT OF EXISTING PAVEMENT; When existing concrete or II.M.A.C. is cut,such cuts shall be made with a concrete saw. All sawing shall be subsidiary to the unit cost of the respective item. PAY ITEM NO. l -PROJECT DESIGNATION SIGN: The contractor shall construct and install two (2) Project Designation Signs and it will be the responsibility of the contractor to maintain the signs in a presentable condition at all times on each project under construction. Maintenance will include painting and repairs as directed by the Engineer. It will be the responsibility of the Contractor to have the individual project signs lettered and painted in accordance with the enclosed detail. The quality of the paint, painting and lettering on the signs shall be approved by the Engineer. The height and arrangement of the lettering shall be in accordance with the enclosed detail. The sign shall be constructed of '/" fir plywood, grade A-C (exterior) or better. These signs shall be installed on barricades or as directed by the Engineer and in place at the project site upon commencement of construction. The work, which includes the painting of the signs, installing and removing the signs, furnishing the materials, supports and connections to the support and maintenance shall be to the satisfaction of the Engineer. The unit price bid per each will be full payment for materials including all labor, equipment,tools and incidentals necessary to complete the work. 0FF1i:,1AL R E CITY r„nnn 7 SP-16 (SECTION 2) ADDENDUM NO. 1 i PAY ITEM NO.2-UTILITY ADJUSTMENT: This item is included for the basic purpose of establishing a contract price which will be comparable to the final cost of making necessary adjustments required due to street improvements to water, sanitary sewer, and natural gas service lines and appurtenances where such service lines and appurtenances are the property owner's responsibility to maintain. An arbitrary figure has been placed in the Proposal; however, this does not guarantee any payment for utility adjustments, neither does it confine utility adjustments to the amount shown in the Proposal. It shall be the Contractor's responsibility to provide the services of a licensed plumber to make the utility adjustments determined necessary by the Engineer. No payment will be made for utility adjustments except those adjustments determined necessary by the Engineer. Should the Contractor damage service lines due to his negligence, where such lines would not have required adjustment or repair otherwise, the lines shall be repaired and adjusted by the Contractor at the Contractor's expense. The payment to the Contractor for utility adjustments shall be the actual cost of the adjustments plus ten percent (10%) to cover the cost of bond and overhead incurred by the Contractor in handling the utility adjustments. PAY ITEM NO.3—ADJUST WATER VALVE BOX: This item shall include adjusting the tops of existing water valve with concrete collar to match proposed grade as shown on the detail at the back of this document or as directed by the Engineer. Standard Specification Item Nos. 450 "Adjusting Manholes and Inlets" and 406 "Concrete for Structures"shall apply except as herein modified. Contractor will be responsible for adjusting water valve boxes to match new pavement grade. The water valves themselves will be adjusted by City of Fort Worth Water Department forces. Prior to beginning of work, the Contractor shall make an inventory of the condition of existing water valve boxes. The Engineer will field verify this inventory and provide the Contractor replacements for broken valve boxes.The contractor shall replace the valve boxes, which are damaged during construction at no cost to the City. The concrete shall be designed to achieve a minimum compressive strength of 3000 pounds per square inch. Work shall be completed and street open to traffic within seven (7) calendar days. If the contractor fails to complete the work within seven (7) calendar days, a $100 dollar liquidated damage will be assessed per each water valve box per day. SP-17(SECTION 2) ADDENDUM NO. 1 The unit price pre bid per each will be full compensation for all Iabor, materials, equipment, tools,and incidentals necessary to complete the work. PAY ITEM NO.4-MANHOLE ADJUSTMENT: This item shall include adjusting the tops of existing manhole with concrete collar to match proposed grade as shown on the plans, in the detail at the back of this document or as directed by the Engineer. Standard Specification Item Nos. 450 "Adjusting Manholes and Inlets"and 406 "Concrete for Structures" shall apply except as herein modified. The concrete shall be designed to achieve a minimum compressive strength of 3000 pounds per square inch. Work shall be completed and street open to traffic within seven (7) calendar days. If the contractor fails to complete the work within seven (7) calendar days, a $100 dollars liquidated damage will be assessed per each manhole per day. Prior to beginning of work, the Contractor shall make an inventory of the condition of existing manholes. The Engineer will Held verify this inventory and provide the Contractor replacements for broken manhole covers. The contractor shall replace the manhole covers which are damaged during construction at no cost to the City. Included as part of this pay item shall be the application of a cold-applied preformed flexible butyl rubber or plastic sealing compound for sealing interior and/or exterior joints on concrete manhole sections,as per current City Water Department Special Conditions. For adjusting franchise utility manholes, the Contractor is encouraged to work directly with Franchise Utility Companies. It is anticipated that Franchise Utility Companies will supply and the Contractor will install and adjust the franchise utility manhole rings. Payment for work performed, by the Contractor,will come directly from the Franchise Utility Companies. The contractor is not entitled to any additional compensation or renegotiation with the City associated with the construction of this work. The unit price per bid per each will be full compensation for all labor, materials, equipment, tools,and incidentals necessary to complete the work. PAY ITEM NO. 5-REMOVE EXISTING PAVEMENT: € This item shall include all labor, materials, and equipment necessary to remove and dispose of the existing HMAC or concrete as shown on the PIans and as directed by the Engineer. SP-18 (SECTION 2) ADDENDUM NO. 1 PAY ITEM NO. 6-REMOVE AND RECONSTRUCT MAILBOXES: This item includes the removal and reconstruction of existing mailboxes, brick walls, flowerbed trim and miscellaneous items within the right of way which may be damaged or removed during construction. When possible,the Contractor shall salvage existing materials for reuse in the replacement or repair of damaged or removed items. Items which are to be repaired or reconstructed should look architecturally the same in material and appearance and should be reconstructed or repaired in a better or new condition. All applicable provisions of City of Fort Worth Construction Standards shall apply. PAY ITEM NO.7—RELOCATE SIGN: This item shall include all labor, materials, and equipment necessary to remove existing signs and reinstall as shown on the Plans and as directed by the Engineer. When possible, the Contractor shall salvage existing signs for reuse in the installation of signs. PAY-ITEM NO.8—UNCLASSIFIED STREET EXCAVATION: This item will be used if additional excavation is needed that is not covered by Pay Item No.9 "S" PAVEMENT PULVERIZATION". Additional Excavation is the removal of the excessive crown and base to bring the new base to proper grade & City standard specifications for street reconstruction. All applicable provisions of Item No. 106 "Unclassified Street Excavation" shall apply,work shall be paid per cubic yard. PAY ITEM NO.9—S"PAVEMENT PULVERIZATION: All applicable provisions of TxDOT's "Standard Specifications for Construction and Maintenance of Highways, Streets, and Bridges" Item No. 275 "Cement Treatment (Road Mixed)"(referenced)shall govern work. (Soil reports for this project will be available at the pre-construction meeting.) The City of Fort Worth, Texas will perform quality assurance tests and checks on the paving project materials during construction,to ensure compliance with the specifications. The sampling and testing of the materials shall be made at the expense of the City. In the event the sampling and testing does not comply with the specifications, all subsequent testing of the material,in order to determine if the material is acceptable,shall be furnished and paid by the contractor,as directed by the Engineer. SP-19 (SECTION 2) ADDENDUM NO. 1 e Contractor shall pulverize the existing pavement to a depth of 8". After pulverization is completed, contractor shall temporarily remove and store the 8" deep pulverized material. The Contractor shall grade the road to allow the placement of the pulverized material and stabilization with cement to establish the proper subgrade to establish the elevations on the plans with the addition of the asphalt for new H.M.A.C.surface. Pulverization shall start within (ten) 10 calendar days after all concrete work has been completed on a street.If the contractor fails to begin the work within ten (10) calendar days, $200 dollars liquidated damage will be assessed per block per day. The maximum amount of existing asphalt concrete pavement in the mixture shall be at the discretion of the Engineer. The contractor shall spread,mix,blade to grade and compact the pulverized material to 95% of the maximum density as determined in accordance with TxDOT's Standard Specifications stated above or as directed by the Engineer in the field. A 3.5% portland cement shall be used to mix the pulverized material. The Engineer or his authorized representative will observe the cement treatment and collect delivery tickets from each transport truck. Cement quantities used will be verified, with respect to areas being treated. From the pulverized cement treated mixture, samples will be collected and tested for gradation requirements. Testing will beat a minimum of one test per 150 linear feet per lane width per each 8-inches of treated depth,with a minimum of 2 tests per area. After the cement treated base has cured for 48 hours, provide machinery (minimum 12 ton steel wheel vibratory roller) to roll the surface of the cement treated material to induce hairline cracks "micro-cracks". Amplitude of vibrating will be at the discretion of the Engineer or his authorized representative. Micro-cracking will be used to reduce shrinkage cracking in the cement treated material and reduce reflective cracking through the asphalt cement surface overlay. Roller shall be in accordance with TxDOT's "Standard Specifications for Construction and Maintenance of Highways, Streets, and Bridges" Item No. 210 "Rolling" (referenced). Operate roller at walking speed (2 to 3 mph). Generally one(1)to four(4)passes of the roller are required to create the micro-cracks. One pass is down and back. � The contractor shall then prime and immediately overlay the micro-cracked surface with 2" or 3" H.M.A.C. surface course. The work shall be in accordance with TxDOT's "Standard Specifications for Construction and Maintenance of Highways, Streets, and Bridges" Item SP-20 (SECTION 2) ADDENDUM NO. 1 Nos. 300 "Asphalts, Oils, and Emulsions" (referenced), 310 "Prime Coat" (referenced), and 340 "Dense-Graded Hot-Mix Asphalt(Method)"(referenced). If the contractor fails to begin the HMAC 2" H.M.A.C. surface course work within three (3) calendar days,a$200 dollars liquidated damage will be assessed per block per day. The 2" or 3"H.M.A.C.surface will be paid under PAY-ITEM NO. 11 -2"H.M.A.C. (TYPE "D" MUX) ASPHALT CEMENT SURFACE COURSE or PAY-ITEM NO. 13 -- 3" H.M.A.C. (TYPE "D"MVQ ASPHALT CEMENT SURFACE COURSE. On pulverized and overlay streets that do not have existing curb and gutter, the Contractor shall finish the parkway with backfill. The backfill shall begin at the edge and elevation of the new 2" or 3" H.M.A.C. surface course and extend within the parkway, to existing ground surface,at the grade of one-fourth(114)inch per foot. There should be no voids in the backfill material,to the satisfaction of the Engineer. The unit price bid per square yard shall be full compensation for all labor, material, equipment, tools, and incidentals necessary to pulverize, remove and store the pulverized material, undercut the base, mixing, compaction, haul off, sweep, dispose of the undercut material and backfill the parkway. PAY'ITEM No. 10-CEMENT: All applicable provisions of Item 214, `Portland Cement Treatment'shall apply. PAY-ITEM NO. 11 - 2" H.M.A.C. TYPE "D" NEM ASPHALT CEMENT SURFACE COURSE: All applicable provisions of TxDOT's "Standard Specifications for Construction and Maintenance of Highways, Streets, and Bridges" Item Nos. 300 "Asphalts, Oils, and Emulsions" (referenced), 310 "Prime Coat" (referenced), and 340 "Dense--Graded Hot-Mix Asphalt(Method)"(referenced)shall govern work The following amendments to the above TxDOT's specifications shall govern, take precedence and shall include: Item No. 340 "Dense--Graded Hot-Mix Asphalt(Method)"(referenced): Under Item 340.2,Materials,A Aggregates: The surface aggregate classification (SAC)shall be Class B. SP-21 (SECTION 2) ADDENDUM NO. 1 The Contractor shall perform the Los Angeles abrasion, magnesium sulfate soundness, Micro-Deval and all other aggregate quality tests listed in Table 1. 2.RAP will not be allowed,for use,in surface course Type"D"mix. • Under Item 340.2 Materials D. Asphalt Binder: Furnish performance-graded PG 64-22 for H.M.A.C. surface course, level up and pavement/base repair or replacement. • Under Item 340.4 Construction The City of Fort Worth,Texas will perform quality assurance tests and-checks on the paving project materials during construction, to ensure compliance with the specifications and approved mixture design. The sampling and testing of the materials shall be made at the expense of the City. In the event the sampling and testing does not comply with the specifications, all subsequent testing of the material,in order to determine if the material is acceptable,shall be furnished and paid by the contractor,as directed by the Engineer. Samples will be taken daily for determination of asphalt content, aggregate gradation, maximum theoretical specific gravity and stability. For each hot mix asphalt surface course placed, nuclear gauge in-place density testing will be performed at each 50-ft station,with a minimum of one test per lane width at each 50-11 station. For each hot mix asphalt surface course placed,cores will be obtained to determine in-place density and thickness. The cores will be taken at the maximum interval of 300-ft (to coincide with field density locations). IUnder Item 340.4 Construction A.Mixture Design: The contractor shall furnish mixture design of the proposed hot mix asphalt,at or before the pre-construction meeting. The Contractor shall"submit to the Engineer a mixture design prepared by a AASHTO accredited laboratory, for the materials to be used in the project. Using the typical weight design example in Tex-204-F,Part I,the mixture design shall meet the requirements contained in Tables 1 through Table S of Item 340. The Indirect Tensile- Dry(Tex-226-F) and the Hamburg Wheel-tracking(Tex-242-F) tests shall be waived. 4 The mixture design report must be certified and signed by a Level H Specialist and submitted on TxDOT's software forms. The Engineer may verify the mixture design at optimum asphalt content. Ff. WORTH, TEX. SP-22 (SECTION 2) ADDENDUM NO. I i • Under Item 340.4 Construction B. Job-Mix Formula A royal: The Contractor will perform the Boil Test(Tex-530-C). ■ Under Item 340.4 Construction J. Ride Quality: The Ride Quality Surface Type A (Tex-1001-5)test shall be waived. e Under Item 340.5 Measurement: Hot mix will be measured by the square yard of the composite hot mix, which includes asphalt,aggregate and additives. ■ Under Item 340.6 Pa ment: The work performed and materials furnished in accordance with this Item and measured as provided under "Measurement", will be paid for at the unit price bid per square yard, for "Dense-Graded Hot Mix Asphalt (Method)". PAY-ITEM NO. 12-2"H.M.A.C. E "B"MDO ASPHALT CEMENT BASE COURSE: All applicable provisions of TxDOT's "Standard Specifications for Construction and Maintenance of Highways, Streets, and Bridges" Item Nos. 300 "Asphalts, Oils, and Emulsions" (referenced), 310 "Prime Coat" (referenced), and 340 "Dense--Graded Hot-Mix Asphalt(Method)"(referenced)shall govern work. , The following amendments to the above TxDOT'S specifications shall govern, tape precedence and shall include: Item No. 340 "Dense--Graded Hot-Mix Asphalt(Method)"(referenced): ® Under Item 340.2,Materials,A. AggEt ates: The base aggregate shall be Class B. The Contractor shall perform the Los Angeles abrasion, magnesium sulfate soundness, Micro-Deval and all other aggregate quality tests listed in Table 1. 2.RAP will not be allowed,for use,in base course Type `B"mix. { • Under Item 340.2 Materials D. Asphalt Binder: Furnish performance-graded PG 64-22 for H.M.A.C. surface course, level up and pavement/base repair or replacement. ■ Under Item 340.4.Construction, i i SP-23 (SECTION 2) ADDENDUM NO. 1 The City of Fort Worth,Texas will perform quality assurance tests and checks on the paving project materials during construction, to ensure compliance with the specifications and approved mixture design. f i The sampling and testing of the materials shall be made at the expense of the City. In the event the sampling and testing does not comply with the specifications, all subsequent testing of the material,in order to determine if the material is acceptable,shall be furnished and paid 1 by the contractor,as directed by the Engineer. 1 Samples will be taken daily for determination of asphalt content, aggregate gradation, maximum theoretical specific gravity and stability. For each hot mix asphalt surface course placed, nuclear gauge in-place density testing will be performed at each 50-ft station,with a minimum of one test per lane width at each 50-ft station. For each hot mix asphalt surface course platted,cores will be obtained to determine in-place density and thickness. The cores will be taken at the maximum interval of 300-ft (to coincide with field density locations). • Under Item 340.4 Construction A.Mixture Design: The contractor shall furnish mixture design of the proposed hot mix asphalt, at or before the pre-construction meeting. The Contractor shall submit to the Engineer a mixture design prepared by a AASHTO accredited laboratory, for the materials to be used in the project. Using the typical weight design example in Tex-204-F,Part I, the mixture design shall meet the requirements contained in Tables 1 through Table 5 of Item 340. The Indirect Tensile- Dry(Tex-226-F) and the Hamburg Wheel-tracking(Tex-242-F)tests shall be waived. The mixture design report must be certified and signed by a Level H Specialist and submitted on TxDOT's software forms. The Engineer may verify the mixture design at optimum asphalt content. Under Item 340.4 Construction B. Job-Mix Formula Approval: The Contractor will perform the Boil Test(Tex-530-C). Under Item 340.4, Construction,J.Ride Quality: The Ride Quality Surface Type A(Tex-1001-S) test shall be waived. Under Item 340.5 Measurement: Hot mix will be measured by the square yard of the composite hot mix, which includes asphalt,aggregate and additives. SP-24(SECTION 2) ADDENDUM NO. 1 Under Item„340.6 Payment: The work performed and materials furnished in accordance with this Item and measured as provided under "Measurement", will be paid for at the unit price bid per square yard, for "Dense-Graded Hot Mix Asphalt (Method)". PAY-ITEM NO. 13 - 3" H.M.A.C. TYPE "D" IM ASPHALT CEMENT SURFACE COURSE: All applicable provisions of TxDOT's "Standard Specifications for Construction and Maintenance of Highways, Streets, and Bridges" Item Nos. 300 "Asphalts, Oils, and Emulsions" (referenced),310 "Prime Coat" (referenced), and 340 "Dense--Graded Hot-Mix Asphalt(Method)"(referenced)shall govern work. The following amendments to the above TxDOT's specifications shall govern, take precedence and shall include: Item No. 340 "Dense--Graded Hot-Mix Asphalt(Method)"(referenced): a Under Item 340.2,Materials,A. Aggregates: The surface aggregate classification (SAC)shall be Class B. The Contractor shall perform the Los Angeles abrasion, magnesium sulfate soundness, Micro-Deval and all other aggregate quality tests Iisted in Table 1. 2.RAP will not be allowed,for use,in surface course Type"D"mix. • Under Item 340.2 Materials D. Asphalt Binder: Furnish performance-graded PG 64-22 for H.M.A.C. surface course, level up and pavement/base repair or replacement. Under Item 340.4 Construction The City of Fort Worth,Texas will perform quality assurance tests and checks on the paving project materials during construction, to ensure compliance with the specifications and approved mixture design. 1 The sampling and testing of the materials shall be made at the expense of the City. In the I event the sampling and testing does not comply with the specifications, all subsequent testing of the material,in order to determine if the material is acceptable,shall be furnished and paid by the contractor,as directed by the Engineer. SP-25(SECTION 2) ADDENDUM NO. 1 r Samples will be taken daily for determination. of asphalt content, aggregate gradation, maximum theoretical specific gravity and stability. For each hot mix asphalt surface courseplaced, nuclear gauge in-place density testing will be performed at each 50-ft station,with a minimum of one test per lane width at each 50-ft station. For each hot mix asphalt surface course placed,cores will be obtained to determine in-place density and thickness. The cores will be taken at the maximum interval of 300-ft (to coincide with field density locations). e Under Item 340.4 Construction A. Mixture Design: The contractor shall furnish mixture design of the proposed hot mix asphalt, at or before the pre-construction meeting. The Contractor shall submit to the Engineer a mixture design prepared by a AASHTO accredited laboratory, for the materials to be used in the project. Using the typical weight design example in Tex-204-F,Part I,the mixture design shall meet the requirements contained in Tables 1 through Table 5 of Item 340. The Indirect Tensile- Dry(Tex-226-F)and the Hamburg Wheel-tracking(Tex-242 F)tests shall be waived. The mixture design report must be certified and signed by a Level H Specialist and submitted on TxDOT's software forms. The Engineer may verify the mixture design at optimum asphalt content. • Under Item 340.4 Construction B. Job-Mix Formula Approval: The Contractor will perform the Boil Test(Tex-530-C). • Under Item 340.4 Construction J.Ride Quality: The Ride Quality Surface Type A(Tex-1001-S)test shall be waived. ® Under Item 340.5 Measurement: Hot mix will be measured by the square yard of the composite hot mix, which includes asphalt,aggregate and additives. ■ Under Item 340.6 Payment: The work performed and materials furnished in accordance with this Item and measured as provided under "Measurement", will be paid for at the unit price bid per square yard, for "Dense-Graded Hot Mix Asphalt (Method)". PAY-ITEM NO. 14 - 6" HMAC PAVEMENT Thickness Tolerances and HMAC Testi n Procedures): `�` QQgg� yW 91UyiLAI � SP-26 (SECTION 2) ADDENDUM NO. i The base course shall be a 3" deep Type "B" course placed in one lift. The surface course shall be a 3"deep Type "D"course placed in one lift. All provisions of Standard Specification No. 312.7 `Construction Tolerance' shall apply except as modified herein: 1) After completion of each asphalt paving course, core tests will be made to determine compliance with the contract specifications. The hot-mix asphaltic concrete pavement wiII be core drilled by the City of Fort Worth. The thickness of the asphaltic surface will be determined by measurement cores taken at locations determined by the Engineer. The thickness of individual cores will be determined by averaging at least three (3) measurements. If the core measurements indicate a deficiency, the length of the area of such deficient.thickness shall be determined by additional cores taken along the length of the pavement in each direction until cores are obtained which are at least of specified j thickness. The width of such area shall not be less than Z of the roadway width. 2) When the thickness of the base course (as determined ,from core samples) is more than 15% deficient of the plan thickness, the Contractor shall remove and replace the deficient area at his own expense. If the thickness is less than 15% deficient,the Contractor shall make up the difference in the base thickness with surface course material. 3) The surface course must be the plan thickness. This does not include surface course material used to make up deficiencies in the base course as described in item 2). 4) The overall thickness of asphaltic concrete pavement must be a minimum of the plan thickness.- Deficient areas (as determined in item 1) found to be less than the plan thickness will be removed and replaced at the Contractor's expense. 5) No additional payment over the contract price will be made for any hot-mix asphaltic concrete course of a thickness exceeding that required by the plans and specifications. 6) HMAC Testing Procedure: The Contractor is required to submit a Mix Design for both Type`B"and "D"asphalt that will be used for each project. This should be submitted at the Pre-Construction Conference. This design shall not be more than two (2)years old. Upon submittal of the design mix a Marshal(Proctor)will be calculated,if one has not been previously calculated, for the use during density testing. For type "B".asphalt a maximum of 20% rap may be used. No Rap may be used in type"D". Upon approval of an asphalt mix design and the calculation of the Marshal(proctor)the Contractor is approved for placement of the asphalt. The Contractor shall contact the City Laboratory,through the inspector,at least 24 hours in advance of the asphalt placement to schedule a technician to assist in the monitoring of the number of passes by a roller to establish a rolling pattern that will provide the required densities. The required Density for Type "B"and for Type"D"asphalt will be 91% of the calculated Marshal(proctor). A Troxler Thin Layer Gauge will be used for all asphalt testing. SP-27(SECTION 2) ADDENDUM NO. 1 After a rolling pattern is established,densities should be taken at locations not more than 300 feet apart. The above requirement applies to both Type "B"and "D"asphalt. Densities on type`B"must he done before Type"D"asphalt is applied. Cores to determine thickness of Type"B"asphalt must be taken before Type"D"asphalt is applied. Upon completion of the application of Type"D"asphalt additional cores must be taken to determine the applied thickness. PAY-ITEM NO. 15-6"REINFORCED CONCRETE PAVEMENT: All applicable provisions of standard Specifications Item 314 "Concrete Pavement," shall apply. The Contractor shall use a six (6) sack concrete mix for all hand placement in the intersections. The unit price bid per square yard shall be full payment for all labor, material,equipment and incidentals necessary to complete the work. Once an evaluation of the pavement is made to determine whether the crack is due to distress or minor shrinkage,the following policy will apply: When the crack is minor and due to shrinkage(cosmetic),then no further treatment will be needed. If the crack is due to distress(structural),the failed pavement must be removed and replaced a minimum of 5 feet. In no case should the remaining portion of the panel be less than 5 feet wide after repairing the failed panel. Any crack within 12 inches of any joint must be removed and replaced a minimum of 5 feet to prevent future spalling of the pavement. All concrete pavement not placed by hand shall be placed using a fully automated paving machine as approved by the Construction Engineer. Screeds will not be allowed except if approved by the Construction Engineer. PAY-ITEM NO. 16-6"REINFORCED CONCRETE DRIVEWAY: See Standard Specification Item No. 504, "Concrete Sidewalks and Driveways"for specifications governing this item. The price bid per square foot for"6"REINFORCED CONCRETE DRIVEWAY"as shown in the Proposal will be full payment for materials including all labor, equipment, tools and incidentals necessary to complete the work. PAY-ITEM NO. 17—CONSTRUCT CONCRETE HEADWALL ON 18"STORM DRAIN: I E See detail S-SD 13A of the Standard Specifications for Street and Storm Drain Construction for specifications governing this item. SP-28 (SECTION 2) ADDENDUM NO. 1 The price bid per each for CONSTRUCT CONCRETE HEADWALL ON 18" STORM DRAIN as shown in the Proposal will be full payment for materials including all labor, equipment,tools and incidentals necessary to complete the work- PAY-ITEM NO. IS- CONSTRUCT CONCRETE HEADWALL ON 24"AND 36" STORM DRAIN: C See detail S-SD 13A of the Standard Specifications for Street and Storm Drain Construction for specifications governing this item. The price bid per each for CONSTRUCT CONCRETE HEADWALL ON 24" AND 36" ,STORM DRAIN as shown in the Proposal will be full payment for materials including all labor,equipment,tools and incidentals necessary to complete the work- END OF SECTION All other provisions of the plans,-specifications and contract documents for the project which are not expressly amended herein shall remain in full force and effect. Failure to return a signed copy of the addendum with the Proposal shall be groundsfor rendering the bid non-responsive. A signed copy of this addendum shall be placed into the Proposal at the time of bid submittal. } Receipt Acknowledged: Department of Engineering A.Douglas Rademaker, P.E. Director By: Title: By: Tony Sholola, P.E. Engineering Manager(DOE) i 1 f SP-29 (SECTION 2) ADDENDUM NO. 1 og3�gW Q a U atl I 66 F K i V m Ai U � x = N J U;a �O A �F Fi I.g e p 7 N;� u W W N � ozFFF - o 09 a O V V,W d 2 H oE'i�pOi' I `E o�w W F 0 W � m m _w u o °x � ° � o a 9 q W�Wn G A z h � A � o a NOTE: THIS SPECIFICATION HAS BEEN MQDIFIED TO DELETE NON- APPLICABLE ITEMS FOP,USE AS A GUIDE SPECIFICATION FOR CITY STREETS, Item 360 CONCRETE PAVEMENT 300.1. Description. Construct Portland cement concrete pavement with or without ' curbs on the concrete pavement. 304,2. Materials. A. Portland Cement Concrete, Provide Portland cement concrete to meet a minimum compressive strength of 3,OdO psi at 28 days; unless shown otherwise In the contract documents. Use Class A concrete for curbs that are placed separately from the pavement. Provide concrete that is workable and cohesive, possesses satisfactory finishing qualities, and conforms to the mix design and mix design slump, B. Reinforcing Steel. Provide Grade 60 deformed steel for bar reinforcement. Provide approved positioning and supporting devices (baskets and chairs) capable of securing and holding the reinforcing steel in proper position before and during ' paving. Provide corrosion protection when shown on the plans . 1. Dowels. Provide Grade FO smooth, straight dowels of the size shown on the plans, free of burrs or deformations. Coat dowels with a thin film of grease or other approved de--bonding material. Provide dowel caps,on the lubricated end of each dowel bar used in an expansion joint. Provide dowel caps filled with a soft compressible material with enough range of movement to allow complete closure of the expansion joint. 2. Tie Bars. Provide straight deformed steel tie bars. Provide either imltiple7piece tie bars or single-piece tie bars as shown on the plans:Provide multiple-piece tie bars composed of 2 pieces of deformed reinforcing steel with a coupling capable of developing a minimum tensile strength of 126% of the design yield strength of the deformed steel when tensile tested in the assembled configuration. Provide a minimum length of 33 diameters of the deformed steel in each piece, C. Curing'Materials. Provide Type 2 membrane curing compound conforming to DMS-4650, "Portland Cement Concrete Curing Materials and Evaporation Retardants." D. Epoxy. Provide Type III epoxy in accordance with DMS-61 OO, "Epoxies and Adhesives,"for installing all drilled-in reinforcing steel E. Evaporation Retardant. Provide evaporation retardant conforming to DMS-4650, "Portland Cement Concrete Curing Materials and Evaporation Retardants." F. Joint Sealants and Fillers, Provide Class 5 or Class 8 joint-sealant materials and fillers unless otherwise shown on the plans or approved and other sealant materials of the size,shape, and type shown on the plans in accordance with DMS-6310, "Joint Sealants and Fillers." 300.3. Equipment. Furnish and maintain all equipment in good working condition. Use measuring, mixing, and delivery equipment conforming to the requirements of item 421, "Portland Cement Concrete." Obtain approval for other equipment used. a A. Placing, Consolidating, and Finishing Equipment. Provide approved self- propelled elfpropelled paving equipment that uniformly distributes the concrete with minimal segregation and provides a smooth machine-finished consolidated concrete pavement conforming to plan line and grade. Provide an approved automatic grade control system on slip-forming equipment. Provide approved mechanically operated finishing floats capable of producing a uniformly smooth pavement surface. Provide equipment capable of providing a fine, light water fog mist. Provide mechanically operated vibratory equipment capable of adequately consolidating the concrete. Provide immersion vibrators on the paving equipment at sufficiently close intervals to provide uniform vibration and consolidation of the concrete over the entire width and depth of the pavement and in accordance with the manufacturer's recommendations. Provide immersion vibrator units that operate at,a frequency in air of at least 8,000 cycles per minute. Provide enough hand-operated immersion vibrators for timely and proper consolidation of the concrete along forms, at joints and in areas not covered by other vibratory equipment. Surface vibrators may be used to supplement equipment mounted immersion vibrators. Provide tachometers to verify the proper operation of all vibrators. 'For small or irregular areas or when approved, the paving equipment described in this Section is not required. M Fortning Equipment. I. Pavement Forms. Provide metal or wood side forms of sufficient cross-section, strength, and rigidity to support the paving equipment and resist the impact and vibration of the operation without visible springing or settlement. Use forms that are free from detrimental kinks, bends, or warps that could affect ride quality or alignment. Provide flexible or curved metal or wood forms for curves of'100-ft. radius or less. 2. Curb Forms. Provide curb forms for separately placed curbs that are not slipformed that conform to the requirements of Item 529, "Concrete Curb, Gutter, and Combined Curb and Gutter." C. Reinforcing Steel Inserting Equipment, Provide inserting equipment that accurately inserts and positions reinforcing steel In the plastic concrete parallel to the profile grade and horizontal alignment in accordance to plan details. D. Tbxturing Equipment, 1. Carpet Drag. Provide a carpet drag mounted on a work bridge or a moveable support system. Provide a single piece of carpet of sufficient transverse length to span the full width of the pavement being placed and adjustable so that a sufficient longitudinal length of carpet is in contact with the concrete being placed to produce the desired texture. Obtain approval to vary the length and*Wldth of the carpet to accommodate specific applications. Use an artificial grass-type carpet having a molded polyethylene pile face with a blade length of 518 in. to 1 in:, a minimum weight of 70 oz. per square yard, and a strong, durable, rot- resistant backing material bonded to the facing. 2. Tiniing Equipment. Provide a self-propelled transverse metal tine device equipped with 44n. to 6-1n. steel tines and with cross-section approximately 1132 in. thick by 1112 in. wide, spaced at 1 in., center-to-center. Hand-operated tining equipment that produces an equivalent texture may be used only on small or.trregulariy shaped areas or,when permitted, in emergencies due to equipment breakdown. E. Curing Equipment. Provide a self-propelled machine for applying membrane curing compound using mechanically pressurized spraying equipment with atomizing nozzles. Provide equipment and controls that maintain the required uniform rate of application over the entire paving area. Provide curing equipment that is independent of all other equipment when production rates are such that the first application of membrane curing compound canndt be accomplished immediately after texturing and after free moisture has disappeared. Hand-operated pressurized spraying equipment with atomizing nozzles may only be used on small or irregular areas or, when permitted, In emergencies due to equipment breakdown. F. Sawing Equipment. Provide power-driven concrete saws to saw the joints shown on the plans. Provide standby power-driven concrete saws during concrete sawing operations. Provide adequate illumination for nighttime sawing. G. Grinding Equipment. When required, provide self-propelled powered grinding equipment that is specifically designed to smooth and texture concrete pavement using circular diamond blades. Provide equipment with automatic grade control capable of grinding at least a 3-ft. width longitudinally in each pass without damaging the concrete. 300.4. Construction. Obtain approval for adjustments to plan grade-line to maintain thickness over minor subgrade or base high spots while maintaining clearances and drainage. Maintain subgrade or base in a smooth, clean, compacted condition in conformity with the required section and established grade until the pavement concrete is'placed. Keep subgrade or base damp with water sufficiently in advance of placing pavement concrete. Adequately light the active work areas for all nighttime operations, if required. A. Reinforcing Steel and Joint Assemblies.Accurately place and secure in position all reinforcing steel as sf�iown on the plans. Place dowels at mid-depth of the pavement slab, parallel to the surface. Place dowels for transverse contraption joints parallel to the pavement edge, Tolerances for location and alignment of dowels will be shown on the plans.Stagger the longitudinal reinforcement splices to avoid having more than 113 of the splices within a 2-ft. longitudinal length of each lane of the pavement. Use multiple-piece tie bars or drill and epoxy grout tie bars at longitudinal construction joints. I. Manual Placement. Secure reinforcing bars at alternate intersections with wire ties or locking support chairs. Tie all splices with wire. 2.. Mechanical Placement, If mechanical placement of reinforcement results in steel misalignment or improper location, poor concrete consolidation, or other inadequacies, complete the work using manual methods. 8. Joints. Install joints as shown on the plans. Clean and seal joints in accordance with Item 438, "Cleaning and Sealing Joints and Cracks.(Rigid Pavement and Bridge Decks)." Repair excessive spalling of the joint saw groove using an approved method before Installing the sealant. Seal all joints before opening the pavement to all traffic. When placing of concrete is stopped, install a rigid transverse bulkhead, accurately notched for the reinforcing steel and shaped accurately to the cross- section of the pavement. 1. Placing Reinforcement at Joints.Where the plans require an assembly of parts at pavement joints, complete and place the assembly at the required location and elevation with all parts rigidly secured in the required position. Accurately notch joint materials for the reinforcing steel. 2. Curb Joints. Provide joints in the curb of the same type and location as the adjacent pavement. Use expansion joint material 'of the same thickness,type, and quality required for the pavement and of.the section shown for the curb Extend expansion joints through the curb. Construct curb joints at all transverse pavement joints. For.non-monolithic curbs, place reinforcing steel into the plastic concrete pavement as shown on the plans unless otherwise approved. Form or saw the weakened plane joint across the full width of concrete pavement and through the monolithic curbs. C. Placing and Removing Forms. Use clean and oiled forms. Secure forms on a base or firm subgrade that is accurately graded and that provides stable support without deflection and movement by form riding equipment. Pin every form at least at the middle and near each and. Tightly join and key form sections together.to prevent relative displacement. Set side forms far enough in advance of concrete placement to permit inspection. Check conformity of the grade, alignment, and stability of forms immediately before placing concrete, and make all necessary corrections. Use a straightedge or other approved method to test the top of forms to ensure that the ride quality requirements for the completed pavement will be met. Stop paving operations if forms settle or deflect more than 118 in. under finishing operations. Reset forms to line and grade, and refinish the concrete surface to'correct grade. Avoid damage to the edge of the pavement when removing forms. Repair damage resulting from form removal and honeycombed areas with a mortar mix within 24 hr. after form removal unless otherwise approved. Clean joint face and repair honeycombed or damaged areas within 24 hr_ after a bulkhead for a transverse construction joint has been removed unless otherwise approved. When forms are removed before 72 hr. after concrete placement, promptly apply membrane curing compound to the edge of the concrete pavement. Forms that are not the same depth as the pavement but are within 2 in. of that depth are permitted if the subbase is trenched or the full width and length of the form base is supported with a firm material to produce the required pavement thickness. Promptly repair the form trench after use. Use flexible or curved wood or metal forms for curves of 106-ft. radius or less. D. Concrete Delivery. Clean delivery equipment as necessary to prevent accumulation of aid concrete before loading fresh concrete. Use agitated delivery equipment for concrete designed to have a slump of mare than 5 in. Segregated concrete is subject to rejection. Place agitated concrete within 60 min. after batching. Place non-agitated concrete within 45 min. after batching. In hot weather or under conditions capsing quick setting of the concrete, times may be reduced by the Engineer. Time limitations may be extended if the Contractor can demonstrate that the concrete can be properly placed, consolidated, and finished without the use of additional water. E. Concrete Placement. Do not allow the pavement edge to deviate from the established paving line by more than 912 in. at any paint. Place the. concrete as..near aspassible to its final location, and minimize segregation and rehandling.Where hand spreading is necessary, distribute concrete using shovels. Do not use rakes or Vibrators to distribute concrete. 'i. Pavement. Consolidate all concrete by approved mechanical vibrators operated on the front of the paving equipment. Use immersion type vibrators that simultaneously consolidate the full width of the placement when machine . } finishing. Keep.vibrators from dislodging reinforcement. Use hand-operated~ e P� 1 vibrators to consolidate concrete in areas not accessible to the machine-mounted vibrators. Do not operate machine-mounted vibrators while the paving equipment r is stationary. 2. Temperature Restrictions. Place concrete that is between 40T and 95T at the time of discharge, except that concrete may be used if it was already in transit When the temperature was found to exceed the allowable maximum. Take immediate corrective action or cease concrete production when the concrete r temperature exceeds 95T. Do not place concrete when the ambient temperature in the shade is below 40T . and failing unless approved. Concrete may be placed when the ambient temperature in the shade is above 35°F and rising or above 40°F. When temperatures warrant protection against freezing, protect the pavement with an approved insulating material capable of protecting the concrete for the specified curing period. Submit for approval proposed measures to protect the concrete, from anticipated freezing weather for the first 72 hr. after placement. Repair or replace all concrete damaged by freezing. F. Spreading and Finishing. Finish all concrete pavement with approved self- propelled elfpropelled equipment. Use power-driven spreaders, power-driven vibrators, power- driven strike-off, and screed, or�approved alternate equipment. Use the transverse finishing equipment to compact and strike off the concrete to the required section and grade without surface voids. Use float equipment for final finishing. Use concrete with a consistency that allows completion of all finishing operations without addition of water to the surface. Use the minimal amount of water fog mist necessary to maintain a moist surface. Reduce fogging if float or straightedge operations result in excess slurry. 1. Finished Surface. Perform sufficient checks with long-handled 1041. and 15-ft. straightedges on the plastic concrete to ensure that the final surface s-' thin the tolerances specified in the contract documents. Check with the straightedge parallel to the centerline. 2. Maintenance of Surface Moisture. Prevent surface drying of the pavement, before application of the curing system.-Accomplish this by fog applica#ions of evaporation retardant on the pavement surface.Apply evaporation retardant at . the rate recommended by the manufacturer. Reapply the evaporation retardant as needed to maintain the concrete surface in a moist condition until 'curing ' system is applied. Do not use evaporation retardant as a finishing aid. r ✓ 3. Surface Texturing. Perform'surface texturing using a combination of a carpet drag and metal tining, if required by the contract documents. Complete final texturing before the concrete has attained its initial set. Draw the carpet drag longitudinally along the pavement surface with the carpet contact surface area adjusted to provide a satisfactory coarsely textured surface. Operate the metal-tine device to obtain grooves spaced at 1 in., approximately 3116 in. deep, with a minimum depth of 118 lb., and approximately 1112 in.wide. Do not overlap a previously tined area. Use manual methods for achieving similar results on ramps and other irregular sections of pavements. Repair damage td the edge of the slab and joints immediately after texturing. Do not tine pavement that will be overlaid._ 4. Small or Irregular Placements.Where machine placements and finishing of concrete pavement are not practical, use hand equipment and procedures that produce a consolidated and finished pavement section to the line and grade. 5. Emergency Procadurai. Use hand-operated equipment for appyng tsAure, evapomtlon retardant,and cure in the event of equipment I reakdown, G. Curing. Keep the concrete pavement sui-face from drying by water fogging until the curing material has been applied. Maintain and promptly repair damdge to cu tag materials an expased surface of concrete pavement continr.rously fear at least 3 curing dam.A wring day is defrned as a 24-hr. pedad when dither the temperature taken in the:shade away from art icial heat is above 50OF for at leaet 19 hr. or when the surface temperature of the cone is maintained above 40T for 24 hr.Curing b4ins when ft concwtB curing system has been applied, Stop concrete paving if curing compound is not being applied promptly and maintained ad uat*.r Hher methods of cufing its accordanco with hertz 420, Toncrate Structures.'may be u d when spimMedd or approived. - f. Membrane Curing.After tex drig and immediately after the free surface moisture has disappeared, spray the concrete surface uniformtywith 2 costs of mem ns cOng compound at an individual application rate of not more than 180 sq.ft. per gallon.Apply ft first coat within 10 rain. after c omplafln6 texturing . ; upwaftons.Apply the second mat within 30 min. air completing fexfunng upera�orrs. Defore and during application, mainlain Curing compounds In a uniformly agitated condltlon,free of settlement. Do riot thin or dilute the curing compound. Mere the coafing shows dis nfinu,t!es or other defects or if rain falls on the newly ocmted surface before the film has dried enough to resist damage,apply ' additicanal compound at the same rate of coverage to correct the darnage Ensute that the curing compound coats the sides of the lining grooves. H. SaWing Joints.Sawlo;nts to the depth shown on the plans as soon as sawing can be accomplished without damage to the pavernent rogardless of time of day or Weather€onditions. Some minor raveling of the saw cut Is ac *hfe- Use a shads line, string fine, sawing template, or other approved method to provide a.We joint alignme it. Provide enough saws to matbh the paving producliora rate to ensure sawing compleWn at the:eadiest possible time to avoid uncontrolled cracking: Reduce paving producffon if neemary to ensure timely aaWng ofloinite. Promptly restore membrane cure damaged within the first 72 hr. of curing. !. Proton of Pavemebt and Opening to Traffic.Testing for early opening is the msponsiVft of the Contractor regardless of Job-control testing responswi hies unless Wherwitse shown in the pians or directed. Testing result interpretation for opening to tic is subject to the approval of the Engineer. 9. Protacfion of Pavemonf- Erect and maintain banicader r and other sUndard and approved devices that will exclude all vehicles and equipment from the newly. placed pavement for the peflods spocf€ed. Before opening to traffic,prat€ct the pavement from damage due to crossings using approved rmeftiods. Maintain an adequate supply of shooting or ut r material to cover and protW fresh concrete eurface from weather damage,.Apply as needed to protect the pavement surface from weather. Opening Pavement to Traf#tc. Before opening to traMe, clean pavement, plain Male material against the pavement edges, seal joints, and periform all other t tic safDty related worts. _ CONTRACTOR COMPLIANCE WITH WORKERS' COMPENSATION LAW Pursuant to V.T.C.A. Labor Code §406.96 (2000), as amended, Contractor certifies that it provides workers' compensation insurance coverage for all of its employees employed on City of Fort Worth Department of Engineering No.4015 and City of Fort Worth Project No. GS93- 0209305229601P195-052195005002. CONTRACTOR Peachtree Construction, Ltd. By: Name: J. Barry Clark Title: President Date: STATE OF TEXAS § - COUNTY OF TARRANT § Before me, the undersigned authority, on this day personally appeared J. dark known to me to be the person whose name is subscribed to the foregoing instrument, and acknowledged to me that he executed the same as the act and deed of Peachtree Construction, Ltd. for the purposes and consideration therein expressed and in the capacity therein stated. Given Under My Hand and Seal of Office this_L'�L day of , 20!2J2 . '- Gr Notary P lic in and for the State Texas CHERYL A.110HENBERGER Notary Public,State of Texas My Comm.hxpims July 30,2008 OF t . CERTIFICATE OF LIABILITY INSURANCE DATE{MMlDbI 7/13/200606 PRODUCER FAX 817-737-4947 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION K & S Group, NLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE Pr Inc.. HOLDER. THIS CERTIFICATE DOES NOT AMEND, EXTEND OR i Frank Siddons Insurance Fort ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. 4021 Hwy 377 South Fort Worth Tx 76116 INSURERS AFFORDING COVERAGE NAIC# INSURED INSURERA:Travelers L10 ds Peachtree Construction, Ltd. INSURER B:Travelers Indemnity CO. 5801 Park Vista Cir. INSURERC:Great American Keller, TX 76248 INSURER D: Phone• INSURER E: COVERAGES 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. AGGREGATE LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSRADVL POLICY EFFECTIVE POLICY EXPIRATION LTR INSRD TYPE OF INSURANCE POLICY NUMBER DATE MMIDD DATE MMIDDIYY LIMITS A GENERAL LIABILITY DT-CO-8225A589-TLC 06/30/2006 06/30/2007 EACH OCCURRENCE $ 1,000,400 X COMMERCIAL GENERAL LIABILITY OHMAGE ( RENTED 300,000 PREMISESS Ea occurrence $ r CLAIMS MADE FRI OCCUR MED EXP(Any oneperson) $ 5,000 X per Project Aggr. PERSONAL&ADV INJURY $ 1,000,000; X XCU Coverages GENERAL AGGREGATE $ 2,000,000 GEN'LAGGREGATE LIMIT APPLIES PER: PRODUCTS-COMPIOPAGG $ 2,000,000 POLICY X JE� LOC B AUTOMOBILE LIABILITY BA-8225A577 06/30/2006 06/30/2007 COMBINED SINGLE LIMIT X ANY AUTO (Ea accident) $ 1,000,000 ALL OWNED AUTOS BODILY INJURY $ SCHEDULED AUTOS (Per person) X HIRED AUTOS _ BODILY INJURY $ X NON-OWNED AUTOS (Per accident) PROPERTY DAMAGE $ (Per accident) GARAGE LIABILITY AUTO ONLY-EA ACCIDENT $ ANY AUTO OTHER THAN EA ACC $ _ AUTO ONLY: AGG $ C EXCESSIUMBRELLA LIABILITY TUU6627683-92 06/30/2006 06/30/2007 EACH OCCURRENCE $ 5,000,000 X I OCCUR CLAIMS MADE AGGREGATE $ 55,000,000 DEDUCTIBLE $ X RETENTION $10,000 $ $ WORKERS COMPENSATION AND TGT-0014C224 06/30/2006 06/30/2007 yTOTORY LIMITS S ER ER ATU _ EMPLOYERS'LIABILITY ANY PROPRIETORIPARTNERIEXECUTIVE E.L.EACH ACCIDENT $ 1,000,000 OFFICERIMEMBE&EXCLUDED? E.L.DISEASE-EA EMPLOYEE$ 1,000,000 If yes,describe under SPECIAL PROVISIONS below E.L.DISEASE-POLICY LIMIT $ 1,000,000 _ OTHER DESCRIPTION OF OPERATIONSILOCATIONSNEHICLESIEXCLUSIONS ADDED BY ENDORSEMENTISPECIAL PROVISIONS Owner: City of Fort Worth Project: HMAC Surface Overlay 2006-12, Section 2 on portions of Wichita St., Anglin Dr. j & Lon Stephason Dr. Certificate holder is named as an additional insured on general liability & auto liability with a waiver of subrogation on general liability, auto liability & workers compensation policies as required by written contract. Insurance shall be primary for the scope of Peachtree Construction, Ltd. 's work only. CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE City of Fort Worth EXPIRATION DATE THEREOF, THE ISSUING INSURER WILL ENDEAVOR TO MAIL 1000 Throckmorton Street 30 DAYS WRITTEN NOTICE TO THE CERTIFICATE HOLDER NAMED TO THE LEFT,BUT Fort Worth, TX 76102 FAILURE TO DO SO SHALL IMPOSE NO OBLIGATION OR LIABILITY OF ANY KIND UPON THE INSURER,ITS AGENTS OR REPRESENTATIVES. AUTHORIZED REPRESENTATIVE Steven Siddons/LSCOTT ACORD 25(2001108) O ACORD CORPORATION 1988 INS025(oloo).os AMS VMP Moagage Solutions,Inc,(800)327.0545 Page 1 of 2 L Bond No. 104758155 PERFORMANCE BOND THE STATE OF TEXAS § KNOW ALL BY THESE PRESENTS: COUNTY OF TARRANT § That we (1) Peachtree Construction, Ltd. as Principal herein, and (2) (2) a corporation organized under the laws of the State of(3) (3) and who is authorized to issue surety bonds in the State of Texas, Surety herein, are held and firmly bound unto the City of Fort Worth, a municipal corporation located in Tarrant and Denton Counties, Texas, Obligee herein, in the sum of One Million One Hundred Sixteen Thousand Seven Hundred Ei ht -three and 401100........................................ ($1,116,783.40)Dollars for the payment of which sum we bind ourselves, our heirs, executors,administrators, successors and assigns,jointly and severally,firmly by these presents. WHEREAS,Principal has entered into a certain contract with the Obligee dated the of^ 2006 a copy of which is attached hereto and made a part hereof,for the construction of: H.M.A.C. Surface Overlay 2006-12,Section 2 on Portions of Wichita Street,Anglin Drive and Lon Stephenson Drive NOW THEREFORE, the condition of this obligation is such, if the said Principle shall faithfully perform the work in accordance with the plans, specifications, and contract documents and shall fully indemnify and hold harmless the Obligee from all costs and damages which Obligee may suffer by reason of Principal's default, and reimburse and repay Obligee for all outlay and expense that Obligee may incur in making good such default, then this obligation shall be void; otherwise,to remain in full force and effect. (2) Travelers Casualty And Surety Company Of America (3) Connecticut PROVIDED, HOWEVER, that this bond is executed pursuant to Chapter 2253 of the Texas Government Code, as amended, and all liabilities on this bond shall be determined in accordance with the provisions of such statute,to the same extent as if it were copied at length herein. IN WITNESS WHEREOF, the duly authorized representatives of the Principal and the Surety have executed this instrument. SIGNED and SEALED this of ,2006. ATTEST: Peachtree Construction,Ltd. (Principal) Secretary PRINCIPAL(4 BY: arry ar Title: resident (SEAL) 5801 Park Vista Circle Keller,TX 76248 Travelers Casualty And Surety Company Of America Witness as to Principal Surety 5€301 Park Vista Circle, Keller, TX 76248 - - ddr BY: _ A'f`t Lorrie Scott (Attorney-in-fact)( ) _ i (Surety) Secretary Holly Gravenor 4021 Hwy 377 South, Fort Worth, TX 76116 (Address) (SEAL) NOTE: Date of Bond must not be prior to date of Contract (1) Correct Name of Contractor (2) Correct name of Surety (3) State of incorporation of Surety Telephone number of surety must be stated. In addition,an original copy of Power of Attorney shall be attached to Bond by Attorney-in-Fact. The date of bond shall not be prior to date of Contract. - ess as t Surety Billy Pinson 4021 TiW 377 South Fort Worth TX 76116 (Address) Bond No. 104755155 PAYMENT BOND THE STATE OF TEXAS § § KNOW ALL BY THESE PRESENTS: COUNTY OF TARRANT § That we,(1)Peachtree Construction,Ltd.,as Principal herein,and(2) (2) a corporation organized and existing under the laws of the State of(3) (3) , as surety, are held and firmly bound unto the City of Fort Worth,a municipal corporation located in Tarrant and Denton Counties, Texas, Obligee herein, in the amount of One Million One Hundred Sixteen Thousand Seven Hundred Ei ht - three and 401100............................................ Dollars ($1,116,783.401 for the payment whereof, the said Principal and Surety bind themselves and their heirs, executors, administrators, successors and assigns,jointly and severally, firmly by these presents; WHEREAS,the Principal has entered into a certain written contract with the Obligee dated the day of 2006, which contract is hereby referred to and made a part hereof as if fully and to the same extent as if copied at length, for the following project: H.M.A.C. Surface Overlay 2006-12,Section 2 on Portions of Wichita Street,Anfflin Drive and Lon Stephenson Drive NOW, THEREFORE, THE CONDITION OF THIS OBLIGATION IS SUCH, that if the said Principal shall faithfully make payment to each and every claimant(as defined in Chapter 2253,Texas Government Code, as amended)supplying labor or materials in the prosecution of the work under the contract,then this obligation shall be void;otherwise,to remain in full force and effect. PROVIDED, HOWEVER, that this bond is executed pursuant to Chapter 2253 of the Texas Government Code, as amended, and all liabilities on this bond shall be determined in accordance with the provisions of said statute,to the same extent as if it were copied at length herein. IN WITNESS WHEREOF, the duly authorized representatives of the Principal and the Surety have executed this instrument. SIGNED and SEALED this day of, 2006. (2) Travelers Casualty And Surety Company Of America (3) Connecticut i ,— Peachtree Construction, Ltd. PRINCIPAL -- ATTEST: By: ilw r Name: J. Barry Clark ( pa[ Se retary Title: President (SEA ) Address: 5801 Park Nista Circle Keller, TX 76248 Witness as to Principal Travelers Casualty And Surety Company of America SURETY ATT�ST: By-:/" B Name: Lorrie Scott E�6Cret4 Holly A. Gravenor Attorney in Fact (S E A L) Address: 4021 Hwy 377 South Fort Worth, TX 7611 Witn s to 4 ety Billy Pinson Telephone Number: X817) 737-4943 NOTE: (1) Correct name of Principal (Contractor). (2) Correct name of Surety. (3) State of incorporation of Surety Telephone number of surety must be stated. In addition, an original copy of Power of Attorney shall be attached to Bond by the Attorney-in-Fact. {: The date of bond shall not be prior to date of Contract. WARNING:THIS POWER OF ATTORNEY IS INVALID WITHOUT THE RED BORDER STPAUL POWER OF ATTORNEY TRAVELERS Farmington Casualty Company St.Paul Guardian Insurance Company Fidelity and Guaranty Insurance Company St.Paul Mercury Insurance Company Fidelity and Guaranty Insurance Underwriters,Inc. Travelers Casualty and Surety Company Seaboard Surety Company Travelers Casualty and Surety Company of America St.Paul Fire and Marine Insurance Company United States Fidelity and Guaranty Company Attorney-In Fact No. 214420 Certificate No. 000420544 KNOW ALL MEN BY THESE PRF,SF:NTS:That Seaboard Surety Company is a corporation duly organized under the laws of the State of New'York,that St.Paul Fire and Marine Insurance Company,St"Paul Guardian Insurance Company and SL Paul Mercury Insurance Company are corporations duly organized under the laws of the State of Minnesota,that Farmington Casualty Company,Travelers Casualty and Surety Company,and Travelers Casualty and Surety Company of America are corporations duly organized under the laws of the State of Connecticut,that United States Fidelity and Guaranty Company is a corporation duly organized under the laws of the State of Maryland,that Fidelity and Guaranty Insurance Company is a corporation duly organized under the laws of the State of Iowa,and that Fidelity and Guaranty Insurance Underwriters,Inc.is a corporation duly organized under the laws of the State of Wisconsin(herein collectively called the"Companies"),and that the Companies do hereby make,constitute and appoint I Steven B. Siddons, Shirong Chen, Holly A. Gravenor, and Lorrie Scott of the City of Fort Worth State of Texas their true and lawful Attorney(s)-in-Fact, ]]] each in their separate capacity if more than one is named above,to sign,execute,seal and acknowledge any and all bonds,recognizances,conditional undertakings and other writings obligatory in the nature thereof on behalf of the Companies in their business of guaranteeing the fidelity of persons,guaranteeing the performance of contracts and executing or guaranteeing bonds and undertakings required or pertniftcd in any Wions or ftpceedings allowed by law. IN WITNESS WHEREOF,the Companies have caused this instrumiant to be signed and tbelr corporate seals to be hereto affixed,this 16th I. day of February 2006 Farmington Casualty Compapy St.Paul Guardian Insurance Company Fidelity and Guaranty InNuranct,Company St.Paul Mercury Insurance Company Fidelity and Guaranty Insuratree Underwriters,Inc. Travelers Casualty and Surety Company Seaboard Surety Company Travelers Casualty and Surety Company of America St.Pard Fire and Marine Insurance Company United States Fidelity and Guaranty Company 1 GhSU,�� �$yQ��''�y�yyS[YAp ��tr�Fjj. yY1Rf k **N 1kSG ✓�1'�NgVq'4 PLTY qy� .,�YY'Y"_'o 2 Wy �/- Ci'F� ° � * J v a8' .:qy 4��•-..........qy':z rJ S� /��1r'A"�'B�`Fyyry\� 'C ` 19`I'7� 64L10RPoWr9tf[I "' 192 a - �fcnsvv».qF�r.� ;'epA40RAr�:?° HMFORD.9� iuxrF6pmlT 1 R0 CORN. �b�crGsaa �$ �O N� o.3 �e-.. �Af -�saSBRT..:•n � State of Connecticut By: City of Hartford ss. G or9e w ompson,Sed r vie President On this the 16th clay of February 2006 before me personally appeared George W.Thompson, who acknowledged himself to be the Senior Vice President of Farmington Casualty Company, Fidelity and Guaranty Insurance Company,Fidelity and Guaranty Insurance Underwriters, Inc.,Seaboard Surety Company,Sl.Paul Fire and Marine Insurance Company.St.Paul Guardian Insurance Company,St.Paul Mercury Insurance Company,Travelers Casualty and Surety Company,Travelers Casualty and Surety Company of America,and United Stales Fidelity and Guaranty Company,and that he,as such,being authorized so to do,executed the foregoing instrument for the purposes therein contained by signing on behalf of the corporations by himself as a duly authorized officer. In Witness Whereof,I hereunto set my hand and official seal. My Commission expires the 30th day of June,2006. � Marie C.Tetreault,Notary Public 58440-9-05 Printed in U.S.A. WARNING:THIS POWER OF ATTORNEY IS INVALID WITHOUT THE RED BORDER WARNING:THIS POWER OF ATTORNEY IS INVALID WITHOUT THE RED BORDER This Power of Attorney is granted under and by the authority of the following resolutions adopted by the Boards of Directors of Farmington Casualty Company,Fidelity and Guaranty Insurance Company,Fidelity and Guaranty Insurance Underwriters, Inc.,Seaboard Surety Company, St. Paul Fire and Marine Insurance Company, St.Paul Guardian Insurance Company,St,Paul Mercury Insurance Company,Travelers Casualty and Surety Company,Travelers Casualty and Surety Company of America,and United States Fidelity and Guaranty Company,which resolutions are now in full force and effect,reading as follows: RESOLVED,that the Chairman,the President,any Vice Chairman,any Executive Vice President,any Senior Vice President,any Vice President,any Second Vice President,the Treasurer,any Assistant Treasurer,the Corporate Secretary or any Assistant Secretary may appoint Attorneys-in-Fact and Agents to act for and on behalf of the Company and may give such appointee such authority as his or her certificate of authority may prescribe to sign with the Company's name and seal with the Company's seal bonds,recognizances,contracts of indemnity,and other writings obligatory in the nature of a bond,recognizance,or conditional undertaking,and any of said officers or the Board of Directors at any time may remove any such appointee and revoke the power given him or her;and it is FURTHER RESOLVED,that the Chairman,the President,any Vice Chairman,any Executive Vice President,any Senior Vice President or any Vice President may delegate all or any part of the foregoing authority to one or more officers or employees of this Company,provided that each such delegation is in writing and a copy thereof is filed in the office of the Secretary;and it is FURTHER RESOLVED,that any bond,recognizance,contract of indemnity,or writing obligatory in the nature of a bond,recognizance,or conditional undertaking shall be valid and binding upon the Company when(a)signed by the President,any Vice Chairman,any Executive Vice President,any Senior Vice President or any Vice President,any Second Vice President,the Treasurer,any Assistant Treasurer,the Corporate Secretary or any Assistant Secrctary and duly attested and sealed with the Company's sea]by a Secretary or Assistant Secretary;or(b)duly executed(under seal,if required)by one or more Attorneys-in-Fact arnd Agents pursuant to the power prescribed in his or her certificate or their certificates of authority or by one or more Company officers pursuant to a written delegation of authority; and it is FURTHER RESOLVED,that the signature of each of the following officers:President,any Executive Vice President,any Senior Vice President,any Vice President, any Assistant Vice President,any Secretary,any Assistant Secretary,and the seal of the Company may be affixed by facsimile to any power of attorney or to any certificate relating thereto appointing Resident Vice Presidents,Resident Assistant Secretaries or Attorneys-in-Fact for purposes only of executing and attesting bonds acrd undertakings and other writings obligatory in the nature thereof,and any such power of attorney or certificate bearing such facsimile signature or facsimile sca?shall he valid and binding upon the Company and any such power so executed and certified by such facsimile signature and facsimile seal shall be valid and binding on the Company in the future with respect to any bond or understanding to which it is attached. I,Kori M.Johanson,the undersigned,Assistant Secretary,of Farmington Casualty Company,Fidelity and Guaranty Insurance Company,Fidelity and Guaranty Insurance Underwriters, Inc., Seaboard Suety Company, St. Paul Fire and Marine Insurance Company, St. Paul Guardian Insurance Company, St.Paul Mercury Insurance Company,Travelers Casualty and Surety Company,Travelers Casualty and Surety C nrnpany jAmerit'p,and United States Fidelity and Guaranty Company do hereby certify that the above and foregoing is a true and correct copy of the Powcc%i#Attome4 wetted by spud Companies,which is in full force and effect and has not been revoked. IN TESTIMONY WHEREOF,I have hereunto set my hand and of i ett the srah.of said Cnn-Tanies this day of _20 Kori M.Johans Assistant Secretary G w 5URfly fixe a *N�M w Z" DIY AHa Y �� � ® � n P s+Eon P�w,iF :¢: e0R n; nn• SEAL +EcrF 1g$Z F s o �• $SAF, ! y ' �t Ny o odt .lt ak ,'e W�s To verify the authenticity of this Power of Attorney,call 1-800-421-3880 or contact us at www.stpaultrave]eTsbond.com.Please refer to the Attorney-In-Fact number, the above-named individuals and the details of the bond to which the power is attached. WARNING:THIS POWER OF ATTORNEY IS INVALID WITHOUT THE RED BORDER Bond No. 104758155 MAINTENANCE BOND THE STATE OF TEXAS COUNTY OF TARRANT Travelers Casualty And That Peachtree Construction, Ltd. ("Contractor"), as principal, and surety Company Of America a corporation organized under the laws of the State of Connecticut , ("Surety"), do hereby acknowledge themselves to be held and bound to pay unto the City of Fort Worth, a Municipal Corporation chartered by virtue of Constitution and laws of the State of Texas, ("City") in Tarrant County, Texas, the sum of One Million One Hundred Sixteen Thousand Seven Hundred Eighty- threeand 401100................................................................................................................. . Dollars ($1,116,783.40), lawful money of the United States, for payment of which sum well and truly be made unto said City and its successors, said Contractor and Surety do hereby bind themselves, their heirs, executors, administrators, assigns and successors, jointly and severally. This obligation is conditioned, however, that: WHEREAS, said Contractor has this day entered into a written Contract with the City of Fort Worth, dated the of , 2006, a copy of which is hereto attached and made a part hereof, for the performance of the following described public improvements: H.M.A.C. Surface Overlay 2006-12 Section 2 on Portions of Wichita Street, Anglin Drive and L.on Stephenson Drive the same being referred to herein and in said contract as the Work and being designated as project number(s) GS93-0209305229601P196-062195005002 and said contract, including all of the specifications, conditions, addenda, change orders and written instruments referred to therein as Contract Documents being incorporated herein and being made a part hereof; and, WHEREAS, in said Contract, Contractor binds itself to use such materials and to so construct the work that it will remain in good repair and condition for and during a period of after the date of the final acceptance of the work by the City; and WHEREAS, said Contractor binds itself to maintain said work in good repair and condition for said term of Two (2) years; and WHEREAS, said Contractor binds itself to repair or reconstruct the Work in whole or in part at any time within said period, if in the opinion of the Director of the City of Fort Worth Department of Engineering, it be necessary; and, WHEREAS, said Contractor binds itself, upon receiving notice of the need therefore to repair or reconstruct said Work as herein provided. - NOW THEREFORE, if said Contractor shall keep and perform its said agreement to maintain, repair or reconstruct said Work in accordance with all the terms and conditions of said Contract, these presents shall be null and void, and have no force or effect. Otherwise, this Bond shall be and remain in full force and effect, and the City shall have and recover from Contractor and Surety damages in the premises as prescribed by said Contract. This obligation shall be a continuing one and successive recoveries may be had hereon for successive breaches until the full amount hereof is exhausted. IN WITNESS WHEREOF, this instrument is executed in 10 counterparts, each of which shall be deemed an original, this day of , A.D. 2006. ATTEST: Peachtree Construction, Ltd. (S E A L) Contractor Secretary Name: J. Barg Clark Title: President Travelers Casualty And Surety ATTEST: Company of America (S E A L) Surety �� Secreta Holly A. Gravenor By. Name: Lorrie Scott Title: Attorney-In-Fact 4021 Hwy 377 South Fort Worth, TX 76116 Address Travelers l" IMPORTANT NOTICE IQ QBTAIN NFQRMATIIDN OR M&M A COMPLAILT; You may contact Travelers Casualty & Surety Company of America, Travelers Casualty & Surety Company, Travelers Indcmnity Company, Standard Fire Insurancc Company and/or Farmington Casualty Company for information or to make a complaint ac: Travelers Bond Attn: Claims 1500 Market Street Wcst Tower, Suite 2900 Philadelphia, PA 19102 (267) 6753130 (267)675-3102 Fax You may contact the Texas Department of Insurance io obtain the information on companies, coverages, rights or complaints at: Texas Department of Insurance P.O. Box 149104 Austin, TX 78714-9104 (800) 252-3439 ATTACH THIS NOTICE TO YOUR BOND. This notice is for information only and does not became a part or a condition of the attached document and is given to comply with Scction 2253-021, Government Code, and Section 53.202, Propeny Code, c fective September 1, 2001. f N navelers IMPORTANT DISCLOSURE NOTICE OF TERRORISM INSURANCE COVERAGE On November 26, 2002, President Bush signed into law the Terrorism Risk Insurance Act of 2002 (the "Act"). The Act establishes a short-term program under which the Federal Government will share in the payment of covered losses caused by certain acts of international terrorism. We are providing you with this notice to inform you of the key features of the Act, and,to let you know what effect, if any, the Act wilt have on your premium. Under the Act, insurers are required to provide coverage for certain losses caused by international acts of terrorism as defined in the Act. The Act further provides that-the Federal Government will pay a share of such losses. Specifically, the Federal Government will pay 90% of the amount of covered losses caused by certain acts 'of terrorism which is in excess of Travelers' statutorily established deductible for that year. The Act also caps the amount of terrorism-related losses for which the Federal Government or an insurer - can be responsible at $100,00Q,000,000.00, provided that the insurer has met its deductible. Please note that passage of the Act does not result in any change in coverage under the attached policy or bond (or the policy or bond being quoted). Please also note that no separate additional premium charge . has been made for the terrorism coverage required 'by the Act. The premium charge that is allocable to such .coverage is inseparable from and imbedded in your overall premium, and is no more than one percent of your premium. 1 7 CITY OF FORT WORTH,TEXAS CONTRACT THE STATE OF TEXAS KNOW ALL BY THESE PRESENTS COUNTY OF TARRANT This agreement made and entered into this the day of A.D., 2006,by and between the CITY OF FORT WORTH, a municipal corporation of Tarrant County, Texas, organized and existing under and by virtue of a special charter adopted by the qualified voters within said City on the 11th day of December, A.D. 1924, under the authority (vested in said voters by the "Home Rule" provision) of the Constitution of Texas, and in accordance with a resolution duly passed at a regular meeting of the City Council of said city , and the City of Fort Worth being hereinafter termed Owner, Peachtree Construction,Ltd.,HEREINAFTER CALLED Contractor. WITNESSETH: That said parties have agreed as follows: r 1. f That for and in consideration of the payments and agreements hereinafter mentioned to be made and performed by the Owner, and under the conditions expressed in the bond bearing even date herewith, the said Contractor hereby agrees with the said Owner to commence and complete the construction of certain improvements described as follows: H.M_A.C. Surface Overlay 2046-12,Section 2 on Portions of Wichita Street,Anglin Drive and Lou Stephenson Drive 2. I That the work herein contemplated shall consist of furnishing as an independent contractor all Iabor, tools, appliances and materials necessary for the construction and completion of said project in accordance with the Plans and Specifications and Contract Documents prepared by the Department of Engineering for the Transportation and Public Works Department of the City of Fort Worth adopted by the City Council of the City of Fort Worth, which Plans and Specifications and Contract Documents are hereto attached and made a part of this contract the same as if written herein. s 3. The Contractor hereby agrees and binds himself to commence the construction of said work within ten (10) days after being notified in writing to do so by the Department of Engineering of the City j of Fort Worth. 4. y7�y' N i v lt:I di VRA The Contractor hereby agrees to prosecute said work with reasonable diligence after the commencement thereof and to fully complete and finish the same ready for the inspection and approval of the Department of Engineering of the City of Fort Worth and the City Council of the City of Fort Worth within a period of 121 calendar days. If the Contractor should fail to complete the work as set forth in the Plans and Specifications and Contract Documents within the time so stipulated, plus any additional time allowed as provided in the General Conditions, there shall be deducted from any monies due or which may thereafter become due him, the sum of$420 Per working day, not as a penalty but as liquidated damages, the Contractor and his Surety shall be liable to the Owner for such deficiency. 1 S. Should the Contractor fail to begin the work herein provided for within the time herein fixed or to 1 carry on and complete the same according to the true meaning of the intent and terms of said Plans, Specifications and Contract Documents, then the Owner shall have the right to either demand the surety to take over the work and complete same in accordance with the Contract Documents or to take charge of and complete the work in such a manner as it may deem proper, and if in the completion thereof, the cost to the said City shall exceed the contract price or prices set forth in the said plans and specifications made fi a part hereof, the Contractor and/or its Surety shall pay said City on demand in writing, setting forth and specifying an itemized statement of the total cost thereof, said excess cost. 6 Contractor covenants and agrees to indemnify City's engineer and architect, and their personnel at the project site for Contractor's sole negligence. In addition, Contractor covenants and agrees to indemnify, hold harmless and defend, at its own expense, the Owner, its officers, servants and employees, from and against any and all claims or suits for property loss, property damage, personal injury, including death, arising out of, or alleged to arise out of, the work and services to be performed hereunder by Contractor, its officers, agents, employees, subcontractors, licensees or invitees, whether or not any such injury, damage or death is caused in whole or in gart, hE the ne li ence or alleged ne li ence o Owner, its officers, servants, or employees. Contractor likewise covenants and agrees to indemnify and hold harmless the Owner from and against any and all injuries to Owner's officers, servants and employees and any damage, loss or destruction to property of the Owner arising from the performance of any of the terms and conditions of this Contract, whether or not any such injury or damaffe is caused in whole or in part by the negligence or alleged negligence of Owner, its officers, servants or employees.. A In the event Owner receives a written claim for damages against the Contractor or its subcontractors prior to final payment, final payment shall not be made until Contractor either (a) submits to Owner satisfactory evidence that the claim has been settled and/or a release from the claimant involved, or (b) provides Owner with a letter from Contractor's liability insurance carrier that the claim has been referred to the insurance carrier. The Director may, if he deems it appropriate, refuse to accept bids on other City of Fort Worth public work from a Contractor against whom a claim for damages is outstanding as a result of work performed under a City Contract. , I 7. 1 The Contractor agrees, on the execution of this Contract, and before beginning work, to make, execute and deliver to said City of Fort Worth good and sufficient surety bonds for the faithful performance of the terms and stipulations of the Contract and for the payment to all claimants for labor 1 and/or materials furnished in the prosecution of the work, such bonds being as provided and required in Article 5160 of the Revised Civil Statutes of Texas, as amended, in the form included in the Contract Documents, and such bonds shall be for 100 percent of the total contract price, and said surety shall be a surety company duly and legally authorized to do business in the State of Texas, and acceptable to the City Council of the City of Fort Worth. 8. Said City agrees and binds itself to pay, and the said Contractor agrees to receive, for all of the aforesaid work, and for all additions thereto or deductions therefrom, the price shown on the Proposal submitted by the successful bidder hereto attached and made a part hereof. Payment will be made in j monthly installments upon actual work completed by contractor and accepted by the Owner and receipt of invoice from the Contractor. The agreed upon total contract amount(including/excluding) alternates n/a, ' shall be One Million One Hundred _Sixteen Thousand Seven Hundred Eighty-three and 40/100.. ..Dollars, ($1,116,783.40). J 9. I� 1 It is further agreed that the performance of this Contract, either in whole or in part, shall not be sublet or assigned to anyone else by said Contractor without the written consent of the Director of the Department of Engineering. 10. iThe Contractor agrees to pay at least the minimum wage per hour for all labor as the same is 1 classified, promulgated and set out by the City of Fort Worth, Texas, a copy of which is attached hereto and made a part hereof the same as if it were copied verbatim herein. lI, It is mutually agreed and understood that this agreement is made and entered into by the parties hereto with references to the existing Charter and Ordinances of the City of Fort Worth and the laws of the State of Texas with references to and governing all matters affecting this Contract, and the Contractor agrees to fully comply with all the provisions of the same. I IN WITNESS THEREOF, the City of Fort Worth has caused this instrument to be signed in 10 counterparts in its name and on its behalf by the City Manager and attested by its Secretary, with the corporate seal of the City of Fort Worth attached. The Contractor has executed this instrument through its duly authorized officers in 10 counterparts with its corporate seal attached. F Done in Fort Worth,Texas,this the day of ,A.D.,2006. t RECOMMENDED: CITY OF FORT WORTH BY: f-Iry -v-- j DIRECTOR, DEPARTMENT OF CITY MANAGER 1 ENGINEERING APPROVED: are A. Ott,Assistant City Manager TRANSPORT TION/PUBLIC WORKS DIRECTOR ATTEST: Peachtree Construction,Ltd. a 5801. Park Vista Circle Keller TX 76248 CONTRACTOR i CITY SECRETARY (SEAL) I BY: � �� �� Contract AuthorlZation __ J.BARRY CLARK --- PRESIDENT De: ta TITLE a APPROVED AS TO FORM AND 4 i LEGALITY: + ADDRESS s AS TO November 1960 ' Revised May 1986 Revised September 1992 LJ�Jr lr f t PROJECT DESIGNATION SIGN 41 ' 011 7 --T t F FORT VORT'H PMS 288 111/4 T PM5 '167 311 3�=ET MAINT CE PROGRAM . Contractor: I 2=' Contractor's Name : 1%2" TELEPHONE NUMBER i 16/2" FORT WORTH IN LOGO- CHELTINGHAM BOLD ALL OTHER LETTERING IN ARIAL BOLD LOGO COLORS= FORT WORTH - PMS 288 LONGHORN LOGO- PMS 167 z tiu m ta P- � � tt UJ • (AW tLf ,. la UJ W 4--y,l J W cc �zW=i— (nW4rN w CPA Z zo o '°' 0 k. x N1 ION 19rVINOD Nt LON ti 'A! � j m j _J W O W Z 3 O�C x 0 z _ W o• W LLS cc 1-� cry W 44 CD mo ¢N p Z w W on tet'CID }o : �W � �F �� �� �[ ASI �� Ao �� % W �gW O F � ! Fn 6/! A � 41 Q l x 4q W z ~ CIO W 'd ♦ A per, UJ C It tie < ltlLe! I-- a-i G Ld W" uj 1- to oW z W d Cr CC O� I- Zz 1 CF W tae i4 C 4d w m .:� uj a CLIAJ grJ � lid [Jol �® 0 ops �. } � .j r00 �t Q awe 4 .� w - III SII li y•t �l��i�� t' I!I Jill , Ali 11 .. Ild Ir�r !II lif . • ; r Ifl f _ ,1■ •Ee 1 � `t.f�:��l��l' �fl 111 � �I �. ►'" �. -+■ kE 1 COLLAR CONFIGURATION COLLAR CONFIGURATION FOR PAVED AREA IN UNPAVED AREA 4'-0" (MANHOLE) 2'--0" (WATER VALVE) (8) #4 BARS, PLACED AS SHOWN. USE CLASS."A,• ; iF.y:x ;�•' ,r -,. (3000 LB) ';. . :%: : `x f• :_•' CONCRETE. 4 :.�-; .,.� f { +,�:.r� :s. ',,� 3 TYP. Ld Ll La A =' ;i A .••1 r51• •F.• lix M CASE CASE 3/4" 1 #2MFER GRADE. RINGS 3" MIN. Typ' •`•:!•�'::.:; �' / .R.•;• :F:si,t,a:,. ;fir GROUND COLLAR is-PNMT. fPVMT....... THICKNESS `• .ter VARIES, 8" MIN. :27 '•r RAM NECK, TYP, li•� •L CASE #1 COLLAR SHALL EXTEND TO # BOTTOM OF 2:27 CONCRETE (REBAR REQUIRED), CASE #2 COLLAR SHALL EXTEND 3" BELOW (MANHOLE COLLAR SHOWN) BOTTOO OF LOWEST GRADE RING (NOT TO SCALE) (REBAR REQUIRED). d , 0 CITY OF FORT WORTH, TEXAS DATE: 09/2004 MANHOLE AND WATER VALVE CONCRETE COLLAR STR®028 EOUdIR€FEET Of VALLEY ' GLITTER McASuREA rItOM Ueec efmCilR® TO SACC-AF-Cuf® MANSION 40INTS TRAkIMOUr 1 � 1 Y1LNlglrl®1! AAAA MOM A5 9tE UMED) O E7cir TE �LH�MY ddJlTISTiNO A JOINTS aR M , LAN VIEW Not to seal# ' An 14 wrt Rm word to m Af df 4OPM &,Vdf*0 Arta 1*4r f A9 ela 4*110 &-/A/60Pf{jd7lPfdPlt'aIl irldo "IM gvtNrrs. rao eartrretatdrill bt PB¢f/lt�d�tolatt fko��I/leP 1t'ft�A'Ot�P T"COiLCRETE - . Rwa St IiASVALLICT � GUTTER 2"KI A.C. ao s Z4"c_& TR,u�smar I.d' 1 . TR/SarilTiOR - . T CxisT. A -KM �. CONCRETE SASE ,TCrushed ' 2/27 I® rY1i`P & SASE C�GdGtil<rL�RASE Limestone RESIDENTIAL STREETS SECTION *A —A` ' Mat to w^Ca/r rho T lskforcad Aveliff Valley ahaflrv1,,gcc 119 t007of Alpe puwVat wfl*tha rem®f lr7p ' parlfaa of pova� l tc be conorvolod balCdlaf suhprddc lr"tMehf,to accordawr With the lypfsal parlag rdclloa.: rho cofterete rallow Quill ho foreragar oceordlap to f Cfty sP®adoPd$ far Carcrctf frb Gad fflttr:- aha coacrCtt s4all be of irasw and Wfth �Mto. of flvf Al soche of 0,00f t per w6foyore of c0rcrfle. th a minimum compressive strength of 3,000 pounds per sg6are inch in seven days. F -� GROUND LINE . E.WMIN. FACE OF CURB SUITABLE MATERIAL TAMPE®'IN .r. LIFTS NOT CURS A -� EXCEEOINC GUTTED l 2" L 0 0 S E. e xr V;- .. OP OF CURB WASHED RGN .PER I.1'EM 402 .12OVERLAP FILTER FABRIC PER ® PAY° ITEM No. 1% ® 3 PIPE SHALL- BE 6q PERFORATED } POLYVINYL CHLORIDE TURING PER ASTRA 0-1784 UNLESS SPECIFIED OTHERWISE. - �- e rl�✓'�i��iL: u�L \ SUB �pyJ SUBDRAIN CITY OF FOIST WORTH*TEXAS-C4NSTRUC�TION STAN®ARO DRAW1140 NO. S-°S II a�a�1f ®ATE. 5�7 g� :�R9 Addendum 3 - y PLAN VIEW BACK OF BACK OF CURS CURB (Varies) (Min.30'-Max 40') 2' (Varies) 2'-7.5" 6'-3" 2'-7.5" (Varies) 2' (TYp•) m P•) (TYp-) 12"WHITE HOT TAPE (AVERY DENNISON OR EQUIVALENT) r co zo CI 04 1A M 12"WHITE HOT TAPE (AVERY DENNISON Striping and reflectors to be OR EQUIVALENT) install by the Contractor WHITE TYPE II 4-SIDED REFLECTORS Overall length overall width I Height: 3-112 inches Ramp Gradient: 8.57 in 1 (30 inches 13-1/2 inches height) DEPARTMENT OF TRANSPORTATION AND PUBLIC WORKS CITY OF Side Gradient: 3.43 in 1 (12 inches 1 3-1/2 inches heigh TRAFFIC ENGINEERING FORT WORTH SPEED CUSHIONS DRAM BY: AJB BAT'Jaumary IS,2004 AP{ per' DRAWING NOT TO SCALE ' I - I f ATTENTION: CURB RAMPS SHALL BE CONSTRUCTED PERPENDICULAR TO THE CURB AT STREET CROSSINGS WITH LANDINGS IN LIEU OF DIAGONAL CROSSINGS WHERE FEASIBLE. SEE FIGS. 58, 59 & 60. CHAIR WH RAMPS ANDARD D Al S CftY OF FORT WORTH, TEXAS CONSTRUCTION STANDARD 'OCTOBER, 5982, REDRAWN OCTOBER 2002 LLI N F Lo La z El: Elf cn 03 Q < U Q 7 m M m U � q 1 Q i�f CO_l V] 1 U [/7 Q Z W CL Q O w p =Ix a COLLI� fA � mfr ~ � p I LLI 2� Lai CLV CL Q Lu 0.D F-« UJ i .,9z'i. 01 •0 Q Q 0.. C9 16y v I . _ Lil 6L. j MOM RUM I U W w x in R.. m Q U LL L0 0 r � c �U N j./i t 0 .� LL. U) ,..I co W O C�7 UA e Lt O Ln -i LLJ m. n- < ¢ 0 a 0 ' '. �= W � � p ��� �w pw i ¢cf) � � W o� n 4 �� Luw IS cs o z. a_ ¢E] : co Q (n ft n� _ W v . 1 F EXISTING -15' R SCALE 1° = 5` SIDEWALK DAMP W/ COLORED SURFACE Q I`S 1) EXPANSEON ,]DINT AND 511aCONE SEALING SHALL' BE SUBSIDIARY TO UNIT PRICE 810 FOR SIDEWALK. EXISTING CURB AND CUTTER x)•THE ACTUAL LIMIT OF REMOVAL OF E=XIST BAECRTEBEENGNEWIALL SDIECD Y iiIERN THE FIELD, 3)INSTALLED MONOLIOR THIC tIDESR OF SLOPES MP Y BE 6. DEPENDING ON THE FIELD CONDITION OR AS DIRECTED BY THE ENGINEER. . 4) CURB RAMPS WITH RETURNED CURBS MAY BE 8" OR 24" USED WHERE PEDESTRIANS WOULD NOT NORMALLY WALK ACROSS THE RAMP, 5) SLOPE OF CURB RAMP AND/OR SIDEWALK SAWCUT FOR t SHALL BE A MAXIMUM OF 1;12. FLARED SIDES CONCRETE OF.RAMP SRALL HAVE A MAXIMUM SLOPE OF PAVEMENT 1:10, UNLESS PEDESTRIANS COULD WALK ACROSS THE RAMP THEN THE MAXIMUM SLOPE SHALL BE 1:12. r SODDING u; AS REQUIRED BACK OF PROP. CURB MONOLITHIC SIDEWALK culls CURNe AOR(C FARED i (SEE NOTES) o�'y MONOLITHIC n CURB OR h� EEENOTES) FLARED SURFACE OR CURB SODDING r�•' AS REQ IRED 'Q9�A ACK OF PROP. CURB I rR - FACE OF PROP. 7" CURB o�os�o�UR�M • - Reg SPAY C MIT SAWCUT FOR HMAC PAVEMENT G e I STANDARD PAY LIMIT DETAIL ��'l'� , ��� �jpq Q 9�a r••n-,c7T [� � - .v .JJ,;.Zt '•GL's SRT CITY OF FORT WORTH, TEXAS DATE: 09/2004 ACCESSABILITY RAMP - PAY LIMITS STR-032 i f EXISTING 15' R SCALE 1" = 5' SIDEWALK RAMP W/ COLORED SURFACE NOTES ' 1} EXPANSION JOINT AND SILICONE SEALING SHALL BE SUBSIDIARY TO UNIT PRICE BID FOR SIDEWALK. A 0TG UTTERRB 2) THE ACTUAL LIMIT OF REMOVAL OF EXIST —]NO CURB AND GUTTER AND SIDEWALK SHALL j BE AS DIRECTED BY THE: ENGINEER IN THE FIELD. 6H FI 180 OR 2 " SAWCUT FOR coNCR�TE PAV>;MENT SODDING AS REQUIRED ACK OF PROP. CURB - MONOLITHIC SIDEWALK CURB G 44OLIV��ryryE:II J�INTIN(�� TOOL, C DOV�Er� JIB TOOT" H . ASSREQTRED s - EXPANSION JOINT 8c SILICONE SEALING BACK OF PROP. CURB FACE OF PROP. 7" CURB SAWCUT FOR HMAC PAVEMENT JOINT DETAIL CITY OF FORT WORTH, TEXAS DATE: 09/2044 �RxRT ACCESSABILITY IAP JOINT DETAIL STR-033 J PERPENDICULAR PUBLIC SIDEWALK CURB RAMP i i • .-.rte fr�r9 �b� FLARED sine PARA"L PUBLIC SIDr;WALK CUR6 RAMP t _ o f Lovel natio cuff I lculerPubgo i COMM E13(ARAL E lc C RPI sNAi�9P�)PUBLIC SIDEWALFig.59 Public sidewalk Curb Ramp I , pRT �R - - c17Y OF FORT WORTH, TEXASr3sM' 09/2004 ACCESSABILITY RAMP TYPICAL CROSS SECTION STR-034 f r ATTENTION: CURB RAMPS SHALL BE CONSTRUCTED PERPENDICULAR TO THE CURB AT STREET CROSSINGS WITH LANDINGS IN LIEU OF DIAGONAL CROSSINGS WHERE FEASIBLE. SEE FIGS. 58, 59 & 60. 14.2.8 Vehicular Mays and Facilities ' 0 I ' i • r'•Y ;:r;�'. i (al p (b) Parppandioular pubifa alddwalk curb ramp perpendicular public sidewalk curb ramp frt public aldewalk with parkway in public aidawalk q ' f . Parallel pablic sidewalk curb ramp Ccmlingtian public ld}walk curb ramp parpandicular ublictsidewalk curb ramp In public sidewalk in public sidewalk with parkway at proreated intersection Fig, 60 Public Sidewalk Cirb Ramps ak Marked Crossings CITY of FORT WORTH, 'TEXAS DATE: os/2004 �R'T TORT ACCESSA®ILITY RAMP - I FIGURE 60 STR-035 I 1 • f - Y 5 RUNNING SLOPE RUNMUG SLOPE 1:20 MAX 1.12 MAX COI7NTER SLOPE 1:26 MAX xxxxxxxxxxxx1 WALKCURD RAMP STREET (1) S;ops = y/x where x le a Laval aLape (Z) Counter elopa shall not exceed L120 f Fig. B4,7.2 Measurement of Curb Ramp Siope PLANTING OR OTHER i NONWA.LKING SURFACs X FLARED .SIDE 1� 0• 1a NOM it X 4 48" (1224 m=) bhon the olova at tho flared aidea shall moL axeeed 1:12 (a) Flared Sldna (b) goturned Curb Fig. B4.7.5 Sides of Curb Ramps 88 ml t - 9 Fig. B4.7.6 Bunt—up Curb. Ramp OCTOBER. 1992, REDRAWN OCTOBER 2002 CIN OF FORT WORTH, TEXAS DATE, 09/2Go4 ACCESSASIL..ITY RAMP - RAMP SUPE DETAILS , STR-036 f ATTENTION: CURB RAMPS SHALL, BE CONSTRUCTED PERPENDICULAR TO THE CURB AT STREET CROSSINGS WITH LANDINGS IN LIEU OF DIAGONAL CROSSINGS WHERE FEASIBLE. SEE FIGS. 58, 59 & SO. r p I Ay -,i AYOU i I C CITY OF FORT WORTH, TEXAS - CONSTRUCTION STANDARD OCTOBER, 1902, - REDRAWN OCTOBER 2002 I t - f T - l I ' TYPE I EXISTING 15' R. SCALE 1" = 4' PROP. 4' RAMP WITH COLORED SURFACE f H O ' � U 1.48 112 • VARIABLE HEIGHT CURB 1 1/2' R. (TYP) i CITY OF FORT WORV, TEXAS DATE: 09/2004 AcCESSABILITY RAMP ...... TYPE I (W/15' RADIUS) STR-037 -- TYPE I EXISTING 20' R. r SCALE i" = 4' PROP. 4' RAMP WITH o COLORED SURFACE 1-48 VARIABLE HEIGHT CURB 1 l/2' R. (TYP) i 4 IDRT WIIRTCITY OF FORT WORTH, TEXAS DATE: 013/2004 ACCESSABILITY RAMP TYPE 1 (20' RA®.) STR-038 FMSTING CURB & CUTTER TYPE III EyXISTMG 15, R. SCAM I" .-- 4' SIDEWALK RAMI' WITH COLORED SURFACE 18" OR 24' BROOM FINISH SANCUT FOR MT. HMAC TIE-IN SODDING AS REQUIRED BACK of PROF. CB. MONOL=C CURB i 1:96 E 1:48 SODDING —"� AS REQUIRED BACK OF PROF CURB FACE OF 7`" CURB s E1iISTIT[G.CURB :C'7w�m WCUT FOR CONCRETE PANT CITY OF FORT WORTH, TEXAS DATE: 03/2004 �I T ORT ACCESSABILITY RAMP TYPE III (15' RADIUS) STR-039 t 1. 1 1 TYPE III • EXISTING 20' R. EXISTING CURB SCALE 1" = 4' & GUTTER SIDEWALK RAMP WITH El COLORED SURFACE is" OR 24" BROOM FINISH HMAc FVMT HMAC TIE-IN SODDING -AS RIZQUIRED BACK OF PROP. CB. 3 Aw t 2 VARIABLE HEIGHT CURB 10 0 k!NOV 10 99 Sri 1 41 :48 - EXISTING CURB do GUTTER SODDING AS REQUIRED BACK OF PROP CURB FACE OF 7" GURB SAWCUT FOR CONCRETE PAVEMENT &g;ORT CITY OF FORT WORTH, TEXAS DATE; 09/2004 ACCESSABILITY RAMP TYPE 111 (20' RADIUS) STR-040 I' . 1 i CITY OF FORT WORTH CONSTRUCTION SERVICES 7 1 LABORATORY RESULTS FOR TEST HOLE AND PLASTICITY INDEX PROJECT: WATER REPLACEMENT PROJECT 2002 STM-F & STM--G DOE, NO. : 3703 �, C� . �fcV'A 0—If cu kt po ~ w ' �-( AcCe'S FUND CODE: 01 � AQ HOLE # I LAB NO: 36516 LOCATION: 7908 SUMMIT COVE CT. IST/4 4 . 00" HMAC 4 6. 00" YELLOWISH BROWN CLAY W/GRAVEL + 10. 00" YELLOWISH BROWN CLAY ATTERBURG LIMITS: LL: 37. 0 PL: 16.2 Pl : 20. 8 SHRKG: 10 . 0% MUNSELL COLOR CHART: 7/6 YELLOW CLAY UNIT WEIGHT: 146. 0 #/CFT HOLE # 2 LAB NO: 36517 LOCATION: 7936 SUMMIT COVE CT. CL 3. 50" HMAC 7 . 50" GRAY CLAY W/GRAVEL 9. 00" GRAY CLAY ATTERBURG LIMITS: LL: 30. 4 PL: 16. 1 PI: 14. 3 SHRKG: 9. 0% MUNSELL COLOR CHART: 6/2 LIGHT BROWNISH GRAY SANDY CLAY UNIT WEIGHT: 142. 0 #/CFT HOLE # 3 LAB NO: 36518 LOCATION: 7813 SUblMIT COVE CT. CL 4 . 00" HMAC 6. 00" YELLOWISH BROWN CLAY W/GRAVEL 10. 00" BROWN SANDY CLAY W/GRAVEL ATTERBURG LIMITS: LL: 33 . 4 PL: 18 . 0 PI : 15. 4 SHRKG: 9 . 0% MUNSELL COLOR CHART: 7/3 VERY PALE BROWN CLAY UNIT' WEIGHT: ' 146. 0 #/CET HOLE # 4 LAB,.,-NO: 36519 LOCATION 78Q0_ �AYSHdRE:3.CT. N/4 V1, ��ti �rl'1.Y�� S4 5. 0 0" HMAG _ - * 6. 00" BROWN SANDY CLAY W/GRAVEL - 9. 00" LIGHT BROWN CLAY ATTERBURG LIMITS: LL: 29. 4 PL:- 15. 101:._14 . 3)' SHRKG:' 8 . 0% MUNSELL COLOR CHART: 7/2 LIGHT ORA.Y SANDY CLAY UNIT WEIGHT: 146. 0 #/CFT Nd 4"s-lacq-T'?')06- t i f DOE # 3703 HOLE # 5 LAB NO: 36520 LOCATION: S/4 OF GRASSLAND CT. 25' EASE' OF CROSSWIND DR. 7. 50" 4 . 50" BROWN CLAY{ 5 . 00" BROWNISH GRAY CLAY ATTERBURG LIMITS: LL: 52. 3 PL: 26. 2 PI: 26. SHRKG: 16. 0p MUNSELL COLOR CHART: 6/2 LIGHT BROWNISH Y CLAY UNIT WEIGHT: --N/A #/CFT 00 LkNY)EXL HOLE # 6 LAB NO: 36521 LOCATION: 7754 GRASSLAND CT. CL " HMAC 3. 75" BROWN CLAY tC �.� lY-�t° � 7 . 00" GRAY CLAY ATTERBURG LIMITS: LL: 33 . 2 PL: 15 . 4 PI: 17 . 8 SHRKG: 9. 0% f MUNSELL COLOR CHART: 7/2 PINKISH GRAY CLAY UNIT GVWEIGHT: N/A #/CFT p jo WMIDE.-(2 LE # 7 LAB 36522 L CATION. 7749 INCLINE TER. Z14 - 5 . a0" HMAC 6. BOWN .SANDY CIA RAVEL 9. 00 ' BROWN CLAY X"z , - ATTERBURG LIMITS: L: 29. 7 L: 14 . 8 PI : 1 . 9 HRKG: 8 . 0% MUNSELL COLOR CXT: 7/2 PINKI GRAY SAND• CLAY UNIT WEI T: 46. 0 #/CFT HOLE # 8 NO: 36523 ZOCATION: 7 1 INCLINE TER. CL 4 . 50" C 6. 50" REDDISH OWN CLAY W/G EL ' 9. 1 " REDDISH B WN CLAY APTERBURG LIMITS: L: 36, PL: 19 . 7 Pi: 17, 0 S KG: 9. 0% \ 7/7 UNSELL COLOR CHART: 6/1 RAY CLAY , UNIT_WEIGHT: 146. 0 #/ , LE # 9 LAB NO: 3r 4 LO AT I ON: N14 OF - CLINE LER. 2 0 f SOUTH OF,.TRAIL RIDGE DR. 5. "" HM 6. 00 BROWN Y '9, 00" LL9 ISH BROWN CLAY ATTERBURGIMITS: LL 52. 4 PL. . 9 PI: 29.5 SHRK 14 . 0% MUNSELL GO R CHART: 7/3 VERY P�:L BROWN CLAY UNIT WEIGHT: 146. 0 #/CFT I - f Sf � DOE # 3703 HOLE # 16 Z LAB NO: 36 7_ ' LOCATION: 88 GREENHAVEN 4 2 . 00" HMAC 5 . 00" BROWNS Y CLAY WZRAL 13. 00" YELLOWISH ROWN LAY W/G VEL TTERBURG LIMITS: 33 . 5 PL: 6.2 PI• 7. 3 SHR_ 10. 0- NSELL COLOR CHA /4 PALE YELL CL Y - UN T WEIGHT: 13 . 0 �/8 T HOL # 17 CABNNO: 36532 LOCA ON: 29 GREENHAVE DR. G \ 2.25" C 7 . 75-`\K"AY SANDY CLAY W/G EL \Z 10. 0 BR WNTSH GRAY SAN - CL Y ATT RBURG MITS: LL: 6. 2 P 18 . 8 P ., 17 . SHRKG: 8 . 0� MUNSELL COLO CHART: /2 LIGHT Y CL ,Y7NIT WEIGHT. 34 . 0 •/CET ,�'� }` OLE # 18AB NO: 36533 f ATION: 8800G ENHAVEN DR. 4 3. - HMA 4 . 00 TAS SAND W/G VEL 13. 00' krOWN SANDY CL Y /GRAVEL z \ Z ATTERBUR LIMITS: LL• 3. 4 PL: 21. 5 P 1. 9 SHRKG: 12.09 MUNSELL CO R CHART,: 7/2 IGAT GRAY CLA UNIT WEIGHT: 38 . 0 #/GFT HOLE # 19 e7 L NO: 36534 s LOCATION: 7222 TSTA CLIFF DR.- N'/4 �d �° (�(� � 0 , 50" HMA. 6. 00" YELLOWISH BROWN SANDY CLAY W/GRAVEL 9. 00" TAN CLAY W/GRAVEL . .� ,. ATTERBURG LIMITS: LL: 29. 1 PL: 18 . 8 PI: 10. 3 SHRKG: 6. 00 MUNSELL COLOR CHART: 7/3 PINK 'SANDY CLAY UNIT WEIGHT: 126. 0 #/CFT LWOW. -C-T(96- HOLE # 20 �(� 1Y��,P �"�' LAB�TO: 36535 LOCATION: 8$34 CL LAP �( Ali' 0. v t 4 . 00" HMAC 5. 00" BROWN SANDY CLAY W/GRAVEL 11.00" BROWN CLAY W/GRAVEL ATTERBURG LIMITS: LL: 29 .2 PL: 18 . 6 PI: 10. 6) SHRKG: 6. 00 MUNSELL COLOR CHART: 7/1 LIGHT GRAY SANDY_ C=Y UNIT WEIGHT: 146. 0 #/CFT Q u e T a Ida I i t L c f roy L)k-r—f- C o u 1 9-Lj 6,L L c DOE # 3703 -- HOLE # 21 LAB NO: 36536 �f LOCATION: 8831 SAND CASTLE CT. N/4 Olt 1M {� �� LY f�j "f U 3 . 00" HMAC 6. 00" YELLOWISH BROWN SANDY CLAY W/GRAVEL 11. 00" TAN CLAY W/GRAVEL ATTERBURG LIMITS: LL: 25. 4 PL: 15. 6PI: 9. 8 SHRKG: 6. 0% MUNSELL COLOR CHART: 7/3 VERY PALE .BROW LAY UNIT WEIGHT: 138 . 0 #/CFT N© Lkkwg, cux[ r HOLE # 22 LAB N0: 36537 LOCATION: 9809 SAND CASTLE CT. CL At- Ll Y'k- u5 &- 14- L_ 9. 00" HMAC 4 . 00" LIGHT GRAY CLAY W/GRAVEL 7 . 00" DARK GRAY CLAY .W/GRAVEL ' ATTERBURG LIMITS: LL: 29. 0 PL: 19 .7 PI: 9. 3 SHRKG: 4. 0% MUNSELL COLOR CHART: 5/1 GRAY SANDY CLA UNIT WEIGHT, N/A #/CFT PJJ U"f_kg-- HOLE # 23 LAB NO: 36538 LOCATION: CL OF WOODSIDE HILL DR. 1001 EAST OF SKYLAKE DR. ✓� ,. HMAC 6. 00" BROWN CLAY W/GRAVEL S` C-LA-� U-3/&r-ou , 9. 00" LIGHT BROWN CLAY W/GRAVEL � ATTERBURG LIMITS: LL: 35. 7 PL: 18 .5 PI : 17 . 2 SHRKG: 8 . 0% MUNSELL COLOR CHART: 7/2 LIGHT GRAY CLA UNIT WEIGHT: 146. 0 #/CFT HOLE # 24LAB NO: 36539 LOCATION: 7504 WOODSIDE HILL .46. CL i 8 . 00�. HMAC L 6)�� ( '1 111�'�a i �,,,#.- r 2 . 00 DARK BROWN CLAY 3. 00" HMAC 2 . 00" BROWN CLAY 5 . 00" TAN CLAY W/GRAVEL ATTERBURG LIMITS : LL: 29. 5 PL: 19. 7 P1 : 9 . 83,/ SHRKG: 5. 0% MUNSELL COLOR CHART: 6/3 PALE BROWN SAND UNIT WEIGHT: N/A #/CFT N,6 LL -L CUi b— HOLE # 25 LAB NO: 36540 ` LOCATION: 7600 WOODSIDE HILL DR. W/4 }AWL) SkV 4 2 . 00" HMAC 8 . 00" LIGHT BROWN SANDY CLAY W/GRAVEL 10 . 00" BROWN SANDY CLAY ATTERBURG LIMITS: LL: 45.4 PL: 23 . 6 PI: 21. 8 SHRKG: 12 . 0% MUNSELL COLOR CHART: 7/4 PALE YELLOW CL ' UNIT WEIGHT: 133 . 0 #/CFT � � R s s DOE # 3703 HOLE # 26 LAB NO: 36541 LOCATION: 7700 WOODSIDE HILI, DR. CL (Q L i 14M bt ctu {Jt3 [5-m-L 1. 50" HMAC 6. 00" BROWN' SANDY CLAY W/GRAVEL f 12. 50" BROWN CLAY W/GRAVEL t ATTERBURG LIMITS: LL: 61. .-0 PL: 27 . 0 PI: 34 . 0 SHRKG: 17 . 0% MUNSELL COLOR CHART: 6/3 PALE BROWN CLAY UNIT WEIGHT: 132. 0 #/CFT HOLE # 27 LAB NO• . 36542 LOCATION: 7729 WOODSIDE HILL- DR. E/4 Q« yy►A 5. 00" HMAC 5. 00" LIGHT BROWN CLAY W/GRAVEL 10. 00" REDDISH BROWN CLAY ; ATTERBURG LIMITS: LL: 48 . 3 PL: 25. 0 PI: 23 . 3 SHRKG: 15. 0% MUNSELL COLOR CHART: 6/4 LIGHT YELLOWISH B N CLAY UNIT WEIGHT: 14 6. 0 .#/CFT NO �i..wvell O.UL`Crt I\X(s-- ' HOLE # 28 LAB NO: 36543 LOCATION: S/4 OF WOODSIDE HILL DR. 351 EAST OF LAKE COUNTRY 2. 00" HMAC �� tt YY4 C �J° fldL� �L b4 03/. , 7 . 00" BROWN SANDY CLAY W/GRAVEL 1 ! 11.. 00" LIGHT- GRAY CLAY W/GRAVE.L ATTERBURG LIMITS: LL: 52 . 0 PL: 24 . 2 PI: 27 . 8 SHRKG: 14 . 0% MUNSELL COLOR CHART: 6/2 LIGHT BROWNISH AY UNIT WEIGHT: 133. 0 #/CFT No LU"J ef?. � HOL�F�f 29 LAB NO: 36544 ATION: N/4 OF HIGHLANDS DR. 20r WEST' OF , �TZ 4. 00" HMAP�,•--"_ 16. 00",,Y9LLOWISH BR WN CLAY W/G T ERBURG LIMITS: LL. 35. L: 20. 7 : 14 . 3 SHR . 7. NSELL COLOR CHART: 8-, VERY PALE BROWN NDY C Y UNI WEIGHT: 1 6:U #/CF HOLE #' LAB , 36545 LOCAT : 7601. LAKE H TGIiLA14qs DR. CL rr HMA 9. 75" BROWSANDY CLAY W/GRA 1q. 00" LIGHT RAY CLAY W/GSA E *" ATTERBURG LIMT S: LL: . 1 PL: 15. 9 I 9, 2 SHkKG: 6, 0% 2UNSELL COLOR CART• /2 LIGHT G� LAY T WEIGHT: N/A #/CFT HOF It 31 L\ B NO: 36546 --�' LOCAT. ON: O LAKE HIGH ° S DR. S/4 4 , 00" C ,.�'� '. 4 . 0 D K BROWN CL ., W/GRAVEL _ . 00" RE ISH BR9W W iI CL Y W/GRAVEL ATTERBURG LK. 0 : LL: 3 . 8 PL1' _ 3 PI:\1 7 . 5 SHRKG: .�0'0MUNSELL COLOART: 7/2 IGHT� "GRAY CLAYUNIT WEIGHT: #/CFT 4 1 H.M.A.C. SURFACE OVERLAY (20061.2) DOE NO. 5211 TPW NO. GS-93-020930522960 i Blk Limits Project Name Street Limits Procedure Quantity CD Maw 7800-7899 BAYSHORE CT CROSSWIND DR-W CUL-DE-SAC POL 0.3 LM 7 31M 7700-7799 GRASSLAND CT E CUL-DE-SAC-CROSSWIND DR POL 0.25 LM 7 31M 8800-8899 SANDCASTLE CT W CUL-DE-SAC-LAKE COUNTRY DR POL 0.36 LM 7 32K 7200-7299 VISTA CLIP['DR SANDCASTLE CT-TOWNSHIP CT POL 0.2 LM 7 32K 7300-7399 'VISTA CLIFF DR TOWNSHIP CT-HIDDEN 111LL DR POL 0.26 LM 7 32K 7600-7799 WOODSIDE HILL DR LAKE COUNTRY DR-SICYLAKE DR POL 0.73 Lm 7 31M 7500-7515 WOODSIDE HILL CT LAKE COUNTRY DR-E CUL-DR-SAC POL 0.19 LM 7 32J Total Lane Miles for Contract H2O06-12 2.29 M MOL E a iveray POL=Pulverization and Overlay = ......----..- I TEngineering Department Tuesday,May 23,zaa6 Design Services Division Page 1 of 1 o �o 3 ° d a R e e o w w e e 3 d e = o e = e 3 I e e O O O e 3 o 1 3 e o V w T e e e -- N o Hy, _ GM1 F a rv � I o a e v ry ry 0 tH M x � o a o e e e e Q A. 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