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Contract 33756
QITY SECRETARYa�]aU MNTRACT N SPECIFICATIONS AND CONTRACT DOCUMENTs FOS Z3 Water Lire Replacement 'onira t 99JJ - Various Locations Water Project Number PW53-541200-060530175800 Contract 99.1.E DOE No. Atkins St, (Berke To cclure) 2878 Surke Fid, (AFkrip,s To Riley) 2879 Rilay St. (A Gdure To Berke) 2860 S. (;-,�ve Rd. Shaw Fb Biddisan2882 In the - City of Fort Worth Texas 2006 FORT WORTH WATER MIKE MON RIFF CHARI-Es R. BO5I ELL Mayor City Manager S. FRANK CRUMB, P.E. Director - Water Department RoBERT D. GooDE, P.E. A. DouGLAs I A►DEMA ER, P.E. Director Director Transportation and Public Works Department of Engineering rnJ %.'�rro JL Excellence through Ownership 4100 Intern ationaI PJaza Overton Centre, Tower 11, Suite 460 5 1 Fort Worth, Texas 76109 RJN Project Flo_ 18-1895-00 I Vckt �e3 unA e-ywyd a l-e to Vey 1.les t ?jr"' c ef)A- Contractor Street Address 'hpa y�,o g- `fe�-a,.s City & State �? 1 '7 - x704- ( 9 � � Telephone = azo'rce- Contact Person CONTRACT DOCUMENTS For Water Line Replacement Contract 99JJ - Various Locations Water Project Number PW53-541200-060530175800 DDE Numbers Contract 99JJ. Atkins St. 2878 Burke Rd. 2879 Riley St. 2880 S. Grove Rd. 2882 CITY OF FORT WORTH TARRANT COUNTY, TEXAS RJN GROUP, INC. CONSULTING ENGINEERS FORT WORTH, TEXAS FEBRUARY 2006 1 ; i i i CONTRACT DOCUMENTS r for WATER LINE REPLACEMENT CONTRACT 99JJ —VARIOUS LOCATIONS Water Project Number PW53-541200-060530175800 DOE Numbers Contract 99JJ: Atkins St. 2878 Burke Rd. 2879 Riley St. 2880. S. Grove Rd. 2882 CITY OF FORT WORTH TARRANT COUNTY, TEXAS FEBRUARY 2006 I hereby state that these Contract Documents were prepared under my direct supervision and that I am a duly Registered Professional Engineer under the laws of the State of Texas. •' $2414. -'-" DAVID L. COOPER, P.E. Date: Z -Owl� Registration No. 82414 FowilVaTH www . CFWNet . org r i Dim pier tin qpk5 J Site Hap Print M&C COUNCIL ACTION: Approved on 6/6/2006 -Ordinance No. 16975-06-2006 DATE: 6/6/2006 REFERENCE NO.: **C-21483 LOG NAME: 303099JJ-VALLES CODE: C TYPE: CONSENT PUBLIC HEARING: NO SUBJECT: Adopt Appropriation Ordinance and Authorize Execution of Contract with Valles Underground Utilities, Ltd., for Water Line Replacement on Portions of South Grove Street, Atkins Street, Riley Street and Berke Road Contract, 99JJ (City Project No. 00408) RECOMMENDATION: It is recommended that the City Council: 1. Authorize the transfer of$228,662.00 from the Water and Sewer Operating Fund to the Water Capital Projects Fund; 2. Adopt the attached appropriation ordinance increasing estimated receipts and appropriations in the Water Capital Projects Fund in the amount of$228,662.00; and 3. Authorize the City Manager to execute a contact with Valles Underground Utilities, Ltd. in the amount of $191,346.00 for Water Replacement on portions of South Grove Street, Atkins Street, Riley Street and Berke Road Contract, 99JJ. DISCUSSION: On September 30, 2003, (M&C C-19775) the City Council authorized an engineering agreement with RJN Group, Inc., for the preparation of plans and specifications for Water Line Replacement Contract, 99JJ. The water lines to be replaced under this contract include: Street From To S. Grove Street Biddision Street Shaw Street Atkins Street Berke Road McClure Street Riley Street Berke Road McClure Street Berke Road Riley Street Atkins Street After the proposed improvements are completed, all four streets will be pulverized and overlayed with asphalt under a separate contract. The project was advertised for bid on February 16 and 23, 2006 in the Commercial Recorder, on March 16, 2006, the following bids were received: (Bidder Amount Time of Completion Valles Underground Utilties, Ltd. $191,346.00 90 Calendar Days S.H.U.C., Inc. $193,942.78 M.E. Burns Construction, Inc. $195,761.75 Facilities Rehabilitation, In.c $212,144.00 PAEE Engineering co. $215,116.20 Jackson Construction, Inc. $225,578.30 Thunderbird Utilities Construction, Inc. $236,062.50 Mores Concrete, LLC $249,943.66 Patco Utilities, Inc. $369,759.52 In addition to the contract cost, $98,181 is included for survey, inspection and other construction related tasks and $19,135 is provided for project contingencies. Valles Underground Utilities, Ltd. is in compliance with the City's MNIBE Ordinance by committing to 44% M/WBE participation. The City's goal on this project is 15%. This project is located in COUNCIL DISTRICT 9, Mapsco 91 B and C. FISCAL INFORMATION/CERTIFICATION: The Finance Director certifies that upon approval of the above recommendations and adoption of the attached appropriation ordinance, funds will be available in the current capital budget, as appropriated, of the Water Capital Projects Fund. TO Fund/AccountlCenters FROM Fund/Accoun#ICenters 1 &2) 1)PE45 538070 0609020 $228,662.00 P253.472045 6091700408ZZ 228 662.00 3)P253.54.1200 609170040883 $191,346.00 2)P253 531350 609170040852 $3,8.27.00 2)P253 531350 609170040860 $191.00 2)P253531350 609170040880 $287.00 2)P253 533010 6091.70040881 100.00 2)p253_,531.350 609170040882 X91.00 2)_P253 541200 609170040883 $2.1.0,481._00 2)P253 531350 _609170040884 $1,913.00 2)P253 531350 609170040885 $11,481.00 2)P253 531350 605170040891 $191.00 Submitted far City ManageF`s Office bv: Marc Ott (8476) Originating Department Head: A. Douglas Rademaker (6157) Additional Information Contact: A. Douglas Rademaker (6157) ATTACHMENTS 303099JJ-Valles.Ord.pdf Water Line Replacement Contract 99JJ - Various R Locations Water Project Number PW53-541200-060530175800 DOE Numbers Contract 99JJ: Atkins St. 2878 Burke Rd. 2879 Riley St. 2880. r S. Grove Rd. 2882 CONTRACT DOCUMENTS & TECHNICAL SPECIFICATIONS r TABLE OF CONTENTS 1. Notice To Bidders 2. Comprehensive Notice to Bidders 3. Special Instructions to Bidders (WTR) -Blue- 4. Fort Worth MIWBE Policy -Pink- 5. Part B - Bid Proposal: Water Line Replacement 6. Part C - General Conditions (WTR) -Yellow- 7. Part C1 - Supplemental Conditions to Part C -Yellow- 8. Part D —Special Conditions (WTR) -Green- 9. Part DA—Additional Special Conditions -Green- 10. Contractor's Compliance with Worker's Compensation Law 11. Certificate of Insurance 12. Performance Bond 13. Payment Bond 14. Maintenance Bond 15. Contract 16. Sewer and Water Details 17. Project Designation Sign r 18. Pavement Coring Information Note: WTR = Fort Worth Water Department I NOTICE TO BIDDERS { i f r NOTICE TO BIDDERS Sealed proposals for the following: FOR: WATER LINE REPLACEMENT CONTRACT 99JJ —Various Locations WATER PROJECT NUMBER PW53-541200-060530175600 DOE NUMBERS: Contract 99JJ: Atkins St. 2878 Burke Rd. 2879 Riley St. 2880. S. Grove Rd. 2882 r Addressed to Mr. Charles R.Boswell, City Manager of the City of Fort Worth,Texas,will be received at the Purchasing Office until 1:30 .m. Thursday,March 16 2006,and then publicly opened and read aloud at 2:00 P.M. in the Council Chambers. r A pre-bid meeting will be held Tuesday,March 7,2006 at 10:00 A.M., in the Transportation and Public Works Conference Room,Room 270, 2n1 Floor,City Municipal Building, 1000 Throckmorton Street,Fort Worth,Texas. Contract Documents,including Flans and Specifications,may be obtained in the office of the Transportation and Public Works Department of the City of Fort'Worth, 1000 Throckmorton,Fort Worth,Texas 76102, for a non- refundable fee of thirty dollars($30.00)per set. The major work on the above referenced project consists of the following: 1708' of 6"water line, 1305' of 8"water line,along with all other appurtenant work described in the plans and specifications. Bidders shall not separate, detach or remove any portion,segment or sheets from the contract documents at any time. Bidders must complete the proposal sections and submit the complete specifications book or face rejection of bid as non-responsive. , For additional information concerning this project,please contact Mr. Chris McCoy,RJN Group,Inc., at(8 17) 546- 1113 ext. 19 or Mr. Gopal Sahu,F.E.,Project Manager, City of Fort Worth at(817)392-7949. Advertising Dates: February 16, 2006 February 23 2006 FORT WORTH,TEXAS t 2/9/2006 NTB (1) -2- COMPREHENSIVE IVE NOTI E TO BIDDERS COMPREHENSIVE NOTICE TO BIDDERS Sealed proposals for the following: FOR: WATER LINE REPLACEMENT CONTRACT 99JJ—VARIOUS LOCATIONS J WATER {PROJECT NUMBER: PW53-541200-060530175800 DOE NUMBERS: Contract 99JJ: Atkins St. 2878 Burke Rd. 2879 Riley St. 2880. S. Grove Rd. 2882 f Addressed to Mr. Charles R.Boswell,City Manager of the City of Fort Worth, Texas,will be received at the Purchasing Office until 1:30 .m. Thursday,March 16 2006, and then publicly opened and read aloud at 2:00 P.M. Contract Documents, including Plans and Specifications,may be obtained in the office of the Department of Engineering,Municipal Office Building, 1000 Throckmorton Street,Fort Worth, Texas 76102, for a non-refundable fee of thirty dollars($30.00)per set. These documents contain additional information for prospective bidders. A pre-bid meeting will be held Tuesday,March 7,2006 at 10:00 A.M., in the Transportation and Public Works Conference Room,Room 270,2'Floor,City Municipal Building, 1000 Throckmorton Street,Fort Worth,Texas. 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 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 2 of the Special Instructions to Bidders. E The major work on the above referenced project consists of the following: 1708 LF 6"WATER LINE BY OPEN CUT(ALL DEPTHS) 1305 LF 8"WATER LINE BY OPEN CUT(ALL DEPTHS) Included in the above will be all other miscellaneous items of construction as outlined in the Plans and Specifications. The City reserves the right to reject any and/or all formalities. AWARD OF CONTRACT:No bid may be withdrawn until the expiration of ninety(90)days after the i opening of bids,but in no case will the award be made until all the 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 acknowledge them at the time of bid receipt. Information regarding the status of addenda may be obtained by contacting the Department of Engineering at(8 17)392-7910. Bids that do not acknowledge all applicable addenda may be rejected as non-responsive. 2/9/2006 COMPREHENSIVE NTB (1) In accordance with City of Fort Worth Ordinance No. 15530,the City of Fort Worth has goals for the participation of minority enterprises and women business enterprises in City contracts. A copy of the t Ordinance can he obtained from the office of the City Secretary. The Bidder shall submit the MBE/WBE SUBCONTRACTOR/SUPPLIER UTILIZATION FORM,PRIME CONTRACTOR WAIVER FORM, GOOD FAITH EFFORT FORM and/or the JOINT VENTURE 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. The Managing Department for this project is the Department of Engineering. For additional information concerning this project, please contact Mr. Chris McCoy,RJN Group,Inc.,at (817) 546-1113 ext. 19 or Mr. Gopal Sahu,P.E.,Project Manager,City of Fort Worth at(817)392-7949 CHARLES R. BOSWELL CITY MANAGER MARTY HENDRIX CITY SECRETARY Advertising Dates: A. DOUGLAS RADEMAKER, P.E. DIRECTOR,DEPARTMENT OF ENGINEERING February 16,2006 February 23, 2006 Dena lohnson,P.E. FORT WORTH, TEXAS Manager,Department of Engineering s i 2/9/2006 COMPREHENSIVE NTB (2) -3- SPECIAL INSTRUCTIONS TO BIDDERS YJ`�l' SPECIAL INS`l RUCTIONS TO BIDDERS l) PRE(WALIFICAT ON RUE-9-k!IIt[ TENT5; AAI pontracturs.subn fitting bids arc required to bL prNupliFled by the Fort Worth Woter r)epR3tnv;nt prior resubmitting bids. This pregiwIiftcation proms will establish a bid limit based on a tenlvsical:cvaILlAku and fimimial analysis-of the Oontractnr, It is the bidder's responsibility to submit the fol lowing dorUpRell Cal ion, a mvvnt Alifilicial sratement,An acceptable expairlice record.an acooptoble quipwat sclwdule and any oilier docunzenis the Daparurmnt ruay drum neerssary, to dw Director of the Walrr Dcpattrruul at loast seven (7) ealeudar diy8 prior to Iho date of the opei.jwg of bids. a) Thr hnancial-statcrnent required stall have bmn proparod by an indopendenE certified public accountant or no independoril public eccouniaut holding a valid permit issued by an apprnpriate Sltsic licensing ugenc.y and stroll havc,been au prepared as to redact ibc fummiul status to the Hubmitting company, This statement mast be current Rfid not rmo5u than one�1)year old_ In the wase that a bidding date f4iUs wiLWn [lie tWvt} a new slatenicnI is being prepared, the previous' statement-shall ho updated by prupor veri cation- b) Foran experience word to he con�idrrcd%(I br uaceptahle for a given projcct, it mnsl reflect the oxperlanev or T110 ilealscekiisg 4aII is IQU1j in work ofboth Iltie batric JIM Me anti Nelwic l level its that of LhE praj act for which hi€s are to be received_ C) The Diractor 4)rthe +Niter Deputritnen€skull br I 11 sole judge as its The acceptability for fimuc,ia 1 yuglifsca€ion I bid oa any tort Worth VJamr Dcpartmnnl projccl. d) 13ids.iopt tv.;d havxc a 9f she bill limit shaII be eonsidr4-,.d non-respopsiive and will be rejected as such. e) The City,in i%sole discretion, cony roject any bid for faflttre to demonstrate experience oudim ' t?xpc'ri tSe: f) Any proposals submitted by u nun-prequalified biddrr shall be taturned uuupened,and it I inadvertcntly opened, shall no be considered. g) The City will attempt to notify prospective bidders whoge qd Alifscarions(fM=cial or experiemce) arc not dsurned to bo appropriate to the n&tare andlor magnitude of the project err which bids arc to ho received_ failure to notify shall tlol be a;waiver ofaity necessary prerlualificarion. 2. PID 5)gC> FRVrY; A cashier's check.or Fitt acceptkle hikider's bond,payable to the Uty affnrl Werth, ill Rtl Hnlowtl of jlc}t]CBS ILM live{5%)percent of ilio largst possiblo total or the bid subruitted must acernnpany flu*bid, and ix xulsjeui to fmfeiture in Clic event tbn suoccssFul bidder rail: to tk4ftwic lila Contract Dor.un-rev ts within inn(l I�)dJays ager [lie contract Ivks been -L%"rded To lie an acceptitble nwcty uu the bird bond,ihr surety nwst he irtathorimd to do busiaus:; in the:ante ofTexas, Its add Kin n, ft xurety Masi �I)hold a certitwciite of aitthtsrity Fans the IFrit ied Slates secretary of the treasury its qualify na n-mroty un abIigattiurks prreruifed or roquited filmier federal law;or(2) have obtained reinsurance thr any liability in excess of$100,(Mf} from a reinsurer Ibni k authorized and admittad ag a reutsurer in the state air Texas and is the hoidui of certificate ofauthonty from the Untied States sroratary of the troamury to gpoIify as a surety on obligations purn*cd nr required under&doral laky Sntisfztctory pr9ofof any such reinsurance shall be provided to.the City upas]request Th! City, in its sale diaorrdiba, will dcterniino the udegUacy of the proof required herein, 3. BONDS- A perfarmance bored,n paymorlt.bond,and a rrminlenanre bond each t'nr one btindo--d f 100%) percenI of die contract price will be required, Referenn C :3-33. 4_ WAGE RA`l'ES- Section C3 3.13 of[lie Gr.nvr.M C'ondiuons:is delotiti olid replaced with the folloivink: 067(}4M (a) 11e 4-,ontraoar GbaII comply with all requirements of CTiupier 2758,Tex" Government Code; includl ig thr.payment of nfrt less than thr.rated deiermiricd by ihe.City CoujiciI of the City of Fort WcTth to be the prevailing wage:rates.in amordnnce with Chap ti!r 2258,Texas GovemmeinI Codd. Suchprevalling wagurates.ere inje laded ki Ihcse contract docuinew s. (b) The contractor shall, lar a puriod of three(3)years 1611 aiviog the daps ufocceptan=of the %vork, maintain records that Rhow(1)the narno and occupation of each kworkcr cmploycd by the writrucwr hi The Ca astruatlou of Che%vvrk provided foy in Ihis contract;and(ii) the actual per diem wages paid to cath workor_ These,records sh ail be ripen at all reasonable haura for icopev tion by the City. Tka piovisiun:i of D-3 light to Audit pertain to this iraspeetion_ {c} 'rhe coniraictor shell include in IN gtkbc:unlracts andlar slkaII olhot wise squire all of iIs .;Ubrorrtr4Cton to oni-r ly YvWi parsgrapllg (4)and(b) above. (i With each pa-tial payment:cstimata or payiall period, whichever is less, ail affidavit i+tating twt coot utor has cap lino with thr mquirarr ntci ofCJMpler 2258,Tc.928 Govemmamt Code. Thr contrac.lot shell past the pruvalfing.wagu ratan in a cousPic tkous place tit till: site of the prgjeEt:aI all LIFilGB, . 5. APADIGUiTY: In 1-he cakso rsf ambiguity c,r 1;1 Ck of Clearness i 1 staxitig prices in the prapasal,bite City rcierves Lhr-right to adopt the mogt advantagoaus[orajiftuelion ditrecif to the Cfty or Ili rejzcl the Proposal. 6. HIRRER LICU 89; $idder m"l-be a licomcd('untractnr in the;Slate orTrxas_ 7, NONRESrjDENrr 1 rDDERS: Pursuant to Art cle 601g, 'texas Rnvis-d(.:ivil Statutes, tike City of Fent Wort Ii wilI iLot aivard dtis contrast to a nanrg�-sictenc biddzr unless Iha;norkresEdarat`s bid is lower than the fowe,it bid submined by a respan ible Texas resident bidder by [lir same untount cleat a'l'exus wsident bidder would be required Io underbid a venrasidcnt bidder to obinin a comparable conhact in €w state iii%vhich the nonresident's pivicipal pjace of bwiuss iu located_ "Nnnreaident Bidder" ineans 4 hide;er whose principal place of husiness is-pat in llais stuto, but excludes a corktOciur whose tkltlinale parent cokrlpany or inaJority owner hue it#principal place 0rbun ine—gs in this AIaIC. TIds provisioir-&61.nnt apply if titin cuntract'involves federal Funrd;, Tke appropriate hionla of the Propoenl must he Filled sant by all nanresidr nt bidden;in order for rhe bid to rMCA Sp"ilicatiilrkB. The failure of H ISt4MCaideikt c*nlvictor to eta so wilt autotwiticatly disqualify Ibak bidder. S. PAYMENT' if the bid amount is V5rt}Off.40 or less, the contract amount shall he paid with.forty- five(45.)caleutliit days after completion and accep[arice I)y [lie City. 9. AGE, In accordance with the policy("Policy")of the Executive F3eanch of the Federal Government, Contractor covenants dist neither it nor-ay of its o.[liccrs,mt"mbers,agents cropinyacs.program purticigatkts or-subcanlractors, while engaged in performing this contract, shn IT, in connection tvidi Ike employmenl, advarscement or discharge of employees or in Connection wills lfic terms, conditions:of lsr[viie l"s of their rr[iplcayltieul, tli3CrikuuLal r. n�QList persons b(-,came or thou age except ou the basses ar a boos fide occupational qualdi"Ek]ar ratirtmt�ra plus Or StatLLtttry roqui.lemblit_ C(UL Metnr farlhar cavaiaals thiel auitber it not its nfficurs, lrlcnibers, ikVnts, alnyoes, Fubconmkctors, prssmm par#icijm10k.or porsew;acting on their hohalf,shall specify. in solicClt&fi&aii o advertiwinenla for ewpluyues to wotk 011 this c;c,nfr«ct, a ssiaxiRmm age iinTit for-wh ernploynwnt unless the specilied maximum age limit is based upon a bnna fide occupatiunal qualifirarion, rel&eknent pian of sintutory requ irements, contractor.wn1Ta;1M it will fully mnipty With the pplicy and will defend, indunuiify and hold City hainiless-againslany clahr,�or allegarions asmierl by third parties or subcvntrao r againraf City arising im ofContYactoej� aodfor its.Subcontrarlogs'alleged iailore to-i oirplp with the-alRwereferenoed Policy c*nceming age discrimination in the pffb=ma a of Itus agremTmial. 10. DI ADHATY; In Accordance with the v rovisiowr of tete A namricans With USAilitieA Ac#of 1990 ("ADA"),Contractor warrants that it and any.and nil of its subconlractutn Will not uMawfuIty discriminate on the basis of disability in the provision of services to the general public,nor in the availability, W-niT,andh)r condition;ofemployi-mm for appliGarits for eWloymonlwith.or employees of C ontrador or any of its subconiractors. Conlray.tar warrants it will fully comply with ADA'R pxovisionx and any other upplicablc 5*rnt, stair annd lacal Iawa cu=eniing disability and will k1ofend. lndenusify a hold City hurnicis Rgain st any ciairns or allegations asserled by third parries or subr6nrrxelors agaiwt City arising out of Contractor's an&or its sub-contraciora'alleged raihsre to comply with tate nhovc rvfcrcrrcd laws concerning dfimbdity disrrimina#ion in the peribmiance of Chir, agreenwrit. 11, MM_QRVja AND WOMEN HVEI ESS ENTERPRISPS: In accord with C'ily of Fart Worth Ordinance No. 15510. the City of Fort Worth lies gQMR for the participadon of minority bodness entaprigcs and xvorocn buginuss cwt Trises in 0 l t csnnots, A ixtpy of the ordinance car«be iubtained From the Office of the City Secretary. The`bidder bhall submit thr NMPJWBE UTILILA`ITON' FORM. SC1BCONTRAC70R/5UPPLIER I.TfF,17..ATroN FOP.M. PIZIMF--CONTRACTOR VA0AIVEll_FORM andlor the GOOD FAITH EFFORT F(icm ("with Documentation")kndAIT the JOTATT VEi9Tl]RE FORM as.9ppropriatc_ TicDouurmntiama must lac received by th'pmauargtang ciepattment no later Ihim 5.00 p.m., 5ve (5) City husiaoss days ailor the bid opening date. Tho biddei-Nball obtain a rcccipt Kom the appropriate employee of the rnanapmg deprtmericto.whom delivery was made. Such receipt shall be evince theft the dricamotation was Yceeived by tho City_ .l±ailarn to cousply shaft render the bid nolz-responsive. Upon request, Contractor agroas to provide tilt=Owner complote and accurate inFnrmatintr regading actual work performed by a Minority Business $uierprise(i ME) enr.Vor wonTen business onlerprise (WHE)on the contract and payment thereof Csontmelor futthor agrees to permitany auditaudlor eXRIninatinT1 of any hooka. rocare S of f Ir%in Its posseAsion that will 90aantiate the actual work perfoizr>ed by an MBB iimi of WBE, The of facL9(ntljer t11511 a negligent mifrepregmation) andlor commission tai`kaud by lhr Contractor will be grDu nds for trmiLnation of tho contract an dlor inRisiting action unser Dpprophaty Federal,State or Incal taws ur nrclinnncear relating to faLt;3tatrments. Furthr-r,any Such nabfepiva;anadion of(gots (odier thRn a negligent Sri S epresentativ4) andlrrr c mimissiorn of fraud will result in thm Contractor hciug deImanhaed to be irrtspausibte and banYed fr,�tn pail icipatin&in City wt)rk for a period of&1e of not loss thaiM three (3) }rears, 12. V NAL PAYMENT',ACC kPTANCE AN1)WARRANTY: a. The contractor wil I receive f1ill paynxnt.(less retainage) from i he city far eacb pay.periad_ b. Parnm(of Ilse sefuinage will bo im,luded with the Final payment after acccptarwc.of i-he project as bobig cornplefc. r The-pYojecrshuft be dcermu d co'niplele and accepted by the City as of the dog a the f`iival punch list lass been co nip leted,aR evideni�cd by it written statement Biped by 0]a contracW aimd the City. d. The wnirranty period�ltaII begin as of the data that life itoal pooch list lis been ceimpleWd. C. BiIIs Paid Affidavit cud Consent of Susety shall be requimd prior rq final paymPut hel�onling duv Rnrl payable, f. fn the event that the Bills PEW Affidavit and Coment a f Surelylmve been delivered to the.cityaW Share Ra a dispula xegurdxug(i) final quantities;or(ii)liquidated damages, city shall mice a progress pDyniont in the amount rltxr city deans due and payable. g. In the event of a dispute regarding either final qum ihim or liquidated darrrages, 1hepiar6vg-shall attempt to resolve the dff eiretwe2i witWn 30 caftudur days, OW041{}3 I -4- FORT 44F F T WORTH M/VVBE POLICY y r Water Eine Replacement Contract 99JJ D.O.E.NO'S.2878,2879,2880&2882 iFORT WORTH ;�,�Pt;�} : 09--AR 4V i��� - City of Fort Worth 4 '�_ Minority and Women Business Enterprise Specifications SPECIAL INSTRUCTIONS FOR BIDDERS APPLICATION OF POLICY r If the'to#ai contrti117.1 is'S25,(100 or MbreT the MT BE 9501Ad applicable., J[the total dollar value of tJ ie curitrnct is It sr lhw� 25S)9f). tlfo MJWBE goal is not upplluable. 19�I POLICY STATEMENT It is thepolicy of the City of Fort Worth to ensure the full and equitable participation by Minority and Women Business Enterprises (MIWBE) in the procurement of all goods and services to the City on a contractual basis. All requirements and regulations stated in the City's current Minority and Women Business Enterprise Ordinance apply to this bid. MIWBE PROJECT GOALS r i The City's MIWBE goal on this project is 15%of the total bid (Base bid applies to Parks and Community Services)- COMPLIANCE TO BID SPECIFICATIONS On City contracts of$25,000 or more, bidders are required to comply with the intent of the City's MIWBE Ordinance by either of the following: 1. Meet or exceed the above stated MlWBE goal, or 2. Good Faith Effort documentation,or; a 3. Waiver documentation,or; 4. Joint Venture. SUBMITTAL OF REQUIRED DOCUMENTATION The applicable documents must be received by the Managing Department,within the following times allocated, in order for the entire bid to be considered responsive to the specifications. Jrun . 1. Subcontractor Utilization Form, if goal isreceived by 5:00 p.m., five (5) City business days after the bid met or exceeded:. opening date, exclusive of the bid opening date- 2. Good Faith Effort and Subcontractor received by 5:00 p.m., five (5) City business days after the bid Utilization Form, if participation is less than opening date,exclusive of the bid opening date. stated goal: 3. Good Faith Effort and Subcontractor received by 5:00 p.m., five (5) City business days after the bid Utilization Form, if no MIWBE participation: opening date, exclusive of the bid opening date. 4. Prime Contractor Waiver Form, if you will received by 5:00 p.m., five (5) City business days after the bid perform all subcontracting/supplier work: opening date,exclusive of the bid opening date. 5. Joint Venture Form, if utilize a joint venture received by 5:00 p.m., five (5) City business days after the bid to met or exceed goal. opening date,exclusive of the bid opening date. F ill tlRE TO COMPLY WITH THE CITY'S MAV13E ORD1N,, NCI.-W1LL RESULT ill 11 HE BID BEING CONSIDERED NOIR-RESPDNS IVE TO.SPECIFICA—IONS Any questions, lease contact the MIWBE Office at 817 392-6104. ' ;' 'c• n p�1 $.� J I I YI 1:Y,1 7 Water Line Replacement Contract 99JJ ATTACHMENT 1A D-O-E- NO'S- 2878, 2879, 2880& 2882 Page 1 of 1 FORT NORTH City of Fort Worth Z 03-21 -06PO4 : 09 R(:VD Subcontractor s/Suppliers Utilization Form PRIME COMPANY NAME: Vj l e5 u 9rau vd u ! *,eS, I.Tu Check applicable block to describe prime PROJECT NAME: wa a L.iu it Replac eme rh -- Vd rioas Loc-lt'fbivs lvi/W/DBE NON-M/W/DBS 4 'a OD BID DATE �7 13�U 3 -/1 - o& City's M/WBE Project Goal: Prime's M/WBE Pro.ect Utilization- PROJECr NUMBER PW 53-53i?,w-0I605301758W �I Identify all subcontractors/suppliers you will use on this project F n 'C'bn7 plc_-hl'. lies 16,rxi, iii iIs r,:riiirety VM11 toquesled 'docunlen Iatior7, 4[-1d if-,ceived by the Managing -, D irEi� til cert �7-r-bbfbr.e 5.-00 :.ri3..'fave City business day cif& bid opening, eYCILIsive 01.60 Opening da(0, -01! re-8u I i i+1 tete bice k 0iC.' :a#isic9ered Fin rt-re�;porlsiVe to b d spec;ifcaIionS. Thr:, b0dorslgfr d ?ioror.agrc es to <4nti�r ir)to a fonlial agreen)ent it11- the R+1;l NBE firai(s) ilsfed in this �eh'ad,LiIF, 00dilidhE� i.'t.rpun exectlliarl -of a conlracl wish the lily of Furl' VV(011, Th1E�! IFIter1l[onal arlt.116r l(nowiilq i'nlsrepresontaIiuri-rat fart- aci grounds €«r cotisidei-atiGn of disquaIIIicatlon and will result in the t1id.:bping trsid&ed'norf-�bsportsive to bice specifications M/WBEs listed toward meeting the project goal must be located in the nine (9) county marketplace or currently doing ± business 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. lldeutify-!L:acli Tierlevel. Tier i I lic. level «f Si.tbk:o111T:ic:lietg below t1 [Curie-01111.aL�sflr, 1,e-, a direct paymenI trona the prime crm[Tac[or to.a..qubcontrac,tol- is 4 ton3idered I"' lien, a psyinctl[ by a subcontractor'.to its silpplier.is covin lerud 2"'' Iter ALL M/WBEs MUST BE CERTIFIED BEFORE CONTRACT AWARD. Certification means those firths, located or doing business at the time of bid opening within the Marketplace, that have been determined to be bonafide minority or women businesses by the North Central Texas Regional Certification Agency(NCTRCA),or the Texas Department of Transportation(TX DOT), highway division. Disadvantaged Business Enterprise (DBE) is synonymous with Minority/Women Business Enterprise(M/WBE). dE' It:llilf>3 ; ervic w sare.11tlliard, the 1',-'line M1 be €;ivLii credit as 16ng as the M/WDH limed i)wns rtrtd operales.;iI ILs,IA OYI(-- 5.I11j .li[:CF s d unrl opur s1):0 nilI tnGcf; t0- b Used on tho ennlruc:.l. Tlxn [tri/WBE may)misc: tzoc" trsttn -aiiotller h+f v:mt'.rrm, CSu: udirtlF.I tfI VBE- un)tors,'and rt~c<:ive 11111 MJ.W 3E cred IL Tho MfWBE may lew;e trucks-kora non-M/W13Es, including 'mk mer c+ erattrrs, Iitet will saitly rix i vb credit for the:Lees and caniihissmns earns-d ley the 14+If1ls.auli. tl:an.:li leasE.a rce=nt- Rev.5130103 Water tine Replacement Contract 99JJ ATTACHMENT 1A FQR'I'WQRTIi NO'S. 2878, 2879, 2880 & 2882 Page 2 of 2 03-21 -06PO4 : 09 UVI) ' Primes are required to identify ALL subcontractors/suppliers,regardless of status;i.e_,Minority,Women and non-M/WBEs. Please list M/WBE firms first,use additional sheets if necessary. Certification N (check one) o SUBCONTRACTOR/SUPPLIER T N T detail Detail Company Name i C X m Subcontracting Work Supplies Purchased Dollar Amount Address e M w T D �„� Telephone/Fax r B B R O v E E C T E A 'V et w% 1.4oto l 00 L, 100 J LOW rolcrt - .Sna d 13,&SV 9 e-,K, - 217-- 53 1- 973D T'0 01 CT AV- 6-3-5 - '7loS to C1 �rr�Cvoci� 1; �s 3-5 C i1 - US rtes lEsr ! � 1 c� f 1 1 ` Rev.5/30/03 Water trine Replacement Contract 99JJ ATTACHMENT 1A F NO'S. 2878, 2879, 2880 &2882 Pago 3 of 3 i -Foltz �3-21 -06l'O4 : 09 ncvn Prunes are required to identify ALL subcontractors/suppliers,regardless of status;i.e.,Minority,Women and non-M/WSEs. Please list M/WSE firms first,use additional sheets if necessary. Certification (check one) ` SUBCONTRACTORISUPPLIER T N Address Detail Detail ' Company SM wame e C X Subcontracting Work Supplies Purchases! Dollar Amount Telephone/Fax r B B T B E E R O i C T i Ii { 1 I'� 1 } r 'i 4 1 •J - L Water Line Replacement Contract 99JJ ATTACHMENT to JO'S- 2878, 2879, 2880 &2882 Page 4 of 4 FORT WORTH Ilrrr{��� ,} -06PO4 .0') ZC,, I� I Total Dollar Amount of M/WBE Subcontractors/Suppliers Total Dollar Amount of Non-M/WBE Subcontractors/Suppliers i TOTAL DOLLAR AMOUNT OF ALL SUBCONTRACTORSISUPPLIERS $ -�3 f T7`1 t 9 0 T1�c coiihr ctor-�vi11 -[hill IRAki:, kidditk6sr:.deletiorw, or +ibs�.iIafions.to,this c:ertitied list-vw-Ih�sr� Ikie.pritr app-ova.t.oF�]it l+?fulcirrty a[til V c�raen 33tlx�ness 1_nrri p;-',,i- ()Fficc N1anagei- or-de;ig6ev dhi-oj 11 Ihtq .-iu[?riliit,�I {:o1,a If)1! . Ipprwlvri�?j CIO aIfr ,#tlr#dad. ny t[rtitlstiii -d choj �� s)r�#ele�tolk-slk.;LII I)e-a milted-LiJ hreac.tk ,�i c-oi11nict aaxil kuny result in del)ariiiL in 1'rti 1CeCC11'JI illl'.ihe-prd e.�tlr{.ss. Cxrthilt I In 'illp. .Jillal2ce-; '1'lir' Uflr1Tr,x{;TiSr 511,111 SU11:111� .a dullalled ox]Aarkallr-5r1 of 11U','��. IIre r-4lIIL3t d ear�g ddiIto'n,Or deleb r,v.icor.1 Iliv'corrinattvd M/W13I! goal- if 111- L1%:ftjiJ.ext}Ialjati611 is riot 'all Irrut,ex�.11 vdili al*k it l4ula[ comp Iiarkce r 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 NM/DBE(s) arrangements submitted with the bid. The Offeror also agrees to allow an audit and/or examination of any books,records and files held r 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 performed by the MW/DBE(s) on this contract,by an authorized officer or employee of the City. Any intentional and/or ' i knowing misrtipresentation 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 concealing 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(t)year. ,l r` ar k VAII&5 Aut orized Signature Printed Signature cie Titlef i t Contact� acNamerrittle(ifdifferent) Company Name Telephone and/or Fax LS �i3.?13 yo-gvpo —Fral 1_ Address E-mail Address C[tylState/Zip Date � r r Rev.5/30/03 PART B - PROPOSAL IF TO: CHARLES BOSWELL CITY MANAGER FORT WORTH, TEXAS i FOR: WATER LINE REPLACEMENT CONTRACT 99JJ --VARIOUS LOCATIONS WATER PROJECT NUMBER PW53-541200-060530175800 i Pursuant to the foregoing "Notice to Bidders", the undersigned Bidder, having thoroughly examined the Contract Documents, including Plans, Special Contract Documents, the General Contract Documents and General Specifications for Water Department projects, the Specifications for Public Works Construction and the site of the project and understanding the amount of work to be done, and the .r prevailing conditions, hereby proposes to do all the work, 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; and binds himself upon acceptance of this Proposal 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 Contract 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: Total quantities given in the bid proposal may not reflect actual quantities, but represent the best accuracy based on a reasonable effort of investigation; however, they are given for the purpose of bidding on and awarding the contract. I i f d PART B—PROPOSAL ` (This proposal must not be removed from this book of Contract Documents.) TO: Charles Boswell City Manager i Fort Worth,Texas PROPOSAL FOR: The furnishing of all materials, except materials specified to be furnished by the f City, equipment and labor for the installation of various sanitary sewer improvements, including replacement and construction of sanitary sewer, manhole and sewer rehabilitation and all necessary appurtenances and incidental work to provide a complete and serviceable project designated as: F WATER LINE REPLACEMENT CONTRACT 99JJ -VARIOUS LOCATIONS WATER PROJECT NUMBER PW53-541200-060530175800 D.O.E. NO'S. 2878, 2879,2880 & 2882 The major work on this project shall consist of: 1708 LF 6"WATER LINE BY OPEN CUT(ALL DEPTHS) 1305 LF 8"WATER LINE BY OPEN CUT(ALL DEPTHS) Y 7 and all necessary appurtenances and incidental work to provide a complete and serviceable project. fPursuant to the foregoing "Notice to Bidders," the undersigned Bidder, having thoroughly examined the Contract Documents, including plans, special contract documents, and the General Contract Documents and General Specifications for Water Department Projects, the site of the project and understanding the amount of work to be done, and the prevailing conditions, hereby proposes to do all the work, furnish all labor, equipment and material except as specified to be furnished by the City, which is necessary to fully ► complete 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 the City of Fort Worth, Texas; and binds himself upon acceptance of this Proposal 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 tContract Documents for the performing and completing of the said work. Contractor proposes to do the work within the time stated and for the following sums: t t F f Page 1 of 10 S SANITARY SEINER AND WATER LINE REPLACEMENT CONTRACTS 9933 REFERENCE NO. C-19775 WATER PROJECT NUMBER PI 53-541200-060530175800 PAY APPROXIMA E 'DESCRIPTION OE 1TIEMS W1TN �- l UNTF AMIOURI7 ITEM QUANTITY UNIT BI®PR%CES WMEN IN WORDS PRICE BID 1 (Furnish and Install complete in place, including all appurtenant work, the following items:) 101 1708 L.F. *Furnish and Install 6" PVC (C900, CL 200) Water Line Dollars and 0-0Cents per L.F. $ 0 c) $ , 102 1305 L.F. *Furnish and Install 8" PVC (C900, CL 200) Water Line VKk Dollars and (� Cents per L.F. $ f7�� 00 $ 19gs, If 103 8 EACH *Furnish and Install 6" MJ Gate Valve, Box and Lid s" dADd 1 agjQ Dollars and r ( � Cents per EACH $ j , to $ �} I 104 5 EACH *Furnish and Install 8" MJ Gate Valve, Box and Lid r Dollars and f � Cents per EACH $ ` $ o�� k `k k t 105 3 TON *Furnish and Install Ductile Iron Fittings Dollars and �� Cb Cents per TON $ $ 1. op A "Contractor must complete the City Approved Product form. Page 2 of 10 SANITARY SEWER AND WATER LIVE j REPLACEMENT CONTRACTS 9931 REFERENCE NO, -19775 WATER PROJECT NUMBER R1 5 -541 .00-O60530175O00 AMp�UANTITY PY JAROXIMATE , UNIT BID PRICES WRITTEN IN WORDS j PRICI UNITE RXI N OF ITEMS WITH AMB DNT (Furnish and Install complete in place, including all appurtenant work, the following items:) 106 4 EACH * Connect to Existing 6" Water Line(Including Solid Sleeve) Dollars and n Cents per EACH � �} � � Js f 107 1 EACH *Connect to Existing 8" Water Line(Including Solid Sleeve) Dollars and Cents per EACH s 00 got $ 108 58 EACH * I" Water Service Tap to Main -tvc. Dollars and 40 Cents per EACH s S— i 109 2 EACH * 1 112" Water Service Tap to Main Dollars and Cents per EACH $ 3x' t3O s 10 c/o Dt� 110 60 L.F. *314" Copper Service Line Dollars and ®Q C r co Cents per L.F. s � fl I I "Contractor must complete the City Approved Product form. Page 3 of 10 i ANITARY SEWER AND WATER LIME REPLACEMENT CONTRACTS 993J � RUEREN E NO. C-19775 WATER PR03ECT NUMBER PW-93-541200-060530175BOD PAY APPROXIMATE DESCRIPTION OIF ITEMS WITH UNIT AMOUNT 17'EM UANTITY UNIT BID PRICES WRITTEN IN WORDS PRICE JBID r (Furnish and Instal[ complete in place, including all appurtenant work, the following items:) 111 7 EACH * 1" Water Service,Main to Meter(Short) —71tQ f&0&d `tt� Dollars and r ,Q Cents per EACH $ 'q g o, a 112 16 EACH * P Water Service, Main to Meter(Long) 1 Dollars and i � Cents per EACH $ k ' 113 1 EACH * 1 1/2" Water Service, Main to Meter(Short) Dollars and Cents per EACH $ to $ SDC) f f 114 1 EACH * 1 112" Water Service, Main to Meter(Long) k Dollars and Cents per EACH $ 1 too,Z7� $� D i 115 22 EACH *Install 1" Assesment Service (Short) L� py Dollars and b Cents per EACH $ CQ a 'P $ t "Contractor must complete the City Approved Product form. t Page 4 of 10 F SANITARY SEINER AND WATER LINE REPLACEMENT CONTRACTS 9911 REFERENCE ANO. C-19775 �'y ^� —j1 /� e WATERPROJECTNUMBER YY .7-541!_00-060530175 00 AMgNT BID PRICESWETEN WORDS APPPRICE ITEM DIA s (Furnish and Install complete in place, including all appurtenant work, the following items:) I 116 13 EACH *Install V Assesment Service (Long) r Dollars and ED o Cents per EACH $ �' j I)Q, 117 23 EACH Furnish and Install Class A Meter Box Dollars and ` CZ UD tU�U Cents per EACH Z S j) i 118 2 EACH *Furnish and Install Class B Meter Box -tomDollars and Cents per EACH $ 5D 5 �Q r 119 4 EACH Relocate Existing Service Meter and Box 64W AL4AA(�ollars and Cents per EACH 120 2 EACH *Remove and Salvage Existing Fire Hydrant 6 Dollars and 1` Cents per EACH $ 1000 $ c� ®" *Contractor must complete the City Approved Product form. Page 5 of 10 a SANITARY SEWER AND WATER LIME REPLACEMENT CONTRACTS 993,E REFERENCE NO, C-19775 WATER PR JECT UMPER PW53-541200-060530175000 PAY OUN TEM AFPUANITITY E UNIT BID PRICES W DESCFUPTIONORITT NNIN WORDS PRICE AMBID T (f=urnish and Install complete in place, including all appurtenant work, the following items:) 121 4 EACH * Standard Fire Hydrant, 3' 6" Bury Depth Gi� Dollars and NLO Cents per EACH $ ID Q 122 4 EACH *Fire Hydrant Barrel Extension dotk+ U)kcl Dollars and ' Cents per EACH $ L45 Q Q a t E 123 350 L.F. Additional Depth of Water Main(over 4'), 6" �tDoIIars and Cents per L.F. s �® s ED 124 80 L.F. *Additional Depth of Water Main(over 4'), 8" ! Dollars and (� Cents per L.F. s �e , OD $ y 125 3013 L.F. *Trench Safety for Water Line Installation Ir s Dollars and 0 Cents per L.F. $ $ Dp i "Contractor must complete the City Approved Product form. 4 Page 6 of 10 SANITARY SEWER AND WATER LINE REPLACE MENT CONTRACT 9 93 REFERENCE NO. -19775 WATER PROJECT NUMBER:PWS3-54 .200-060530175800 PAY APPROXIMATE I DESCRIPTION OF ITEMS WITH UNIT 1 AMOUNT ITEM UANTITY UNIT BID PRICES WRITTEN IN WORDS PRICE 6YD (Furnish and Install complete in place, including all appurtenant work, the following items:) 126 2103 L.F. *Temporary Asphalt Pavement Repair(2" Hotmix on 6" FlexBase) Dollars and ` I` % Cents per L.F. l� r 127 20 L.F. *Remove and Replace Concrete Curb abd Gutter Dollars and Cents per L.F. $ �i $ t E C i 128 96 S.F. *Concrete Sidewalk Repair Dollars and Cents per S.F. � � y � f 129 46 L.F. *Concrete Driveway Repair r Dollars and D� ] � Cents per L.F. f 130 18 S.Y. *Remove and Replace Concrete Rip Rap f Dollars and Cents per S.Y. $ 10? i *Contractor must complete the City Approved Product form. Page 7 of 10 SANITARY SEWER AND WATER LAVE REPLACEMENT CONTRACTS 9933 REFERENCE NO. C-19775 WATER PROJECT NUMBER PW53--541200-060530175800 j PAY jjkPPROXIi4ATE +DESCRIPTION OF ITEMS WITH UNIT +r AMOUNT ITEM QUANTITY ;UNIT BID PRICES WRITTEN IN WORDS PRICE I BID (Furnish and Install complete in place, including all appurtenant work, the following items:) 131 60 L.F. *Seed Surface Repair Dollars and K10 Cents per L.F. s 132 160 L.F. * Sod Surface Repair Dollars and Cents per L.F. 133 1 L.S. *Furnish and Install 2" Temporary Water Service Dollars and ® Cents per L.S. $ }���� ��coo q I-) Total Amount Bid Unit 1 - Water $ — .VVVW l I /l� and. -, (In Writing) 0-10 Z r BIDDER MUST COMPLETE DOCUMENTS ON PAGES 10 *Contractor must complete the City Approved Product form. Page 8 of 10 SANITARIA SEWER AND WATER LINE REPLACEMENT CONTRACTS 9913 REFERENCE NO. C-19775 WATER PROJECT NUMBER PW5-3-541200-060130.175800 ITEM PAY A QUANTITY ' —1 K Cri HEM UNIT ID PRIFDESCRICES W_RITTE IN WORDS P Icy AM ID T (Furnish and Install complete in place, including all appurtenant work, the following items:) It is understood and agreed by the undersigned that the Owner reserves the unrestricted privilege to reject ' any or all the forgoing unit prices in this paragraph which it may consider excessive or unreasonable, or to accept any or all of them as unit prices applicable in the event additions to or deduction from the work to be performed on this project are ordered by the Owner. Rejectin at any time of such unit prices for construction changes shall not otherwise affect the balance of the Bid or Construction Contract. The selection of the lowest responsive bid shall be based on the total amount bid. k r C n 22 D 5 t Contractor must complete the City Approved Product form. Page 9 of 10 } CITY APPROVED PRODUCT CONTRACTOR SHALL SELECT TYPE OF PIPE TO BE USED: T�DSPEC. SPEC. NO. EI-31 4" thru 30" a E1-25 4"thru 15" EI-27 49'thru 15" E1-28 18" thru 27" E100-2 18" thru 48" "" "" • Consult t e City of Mort Worth,Texas Standard Product List f V. PSC. Cc cs, C L_ � Failure to provide the information required above may result in rejection of bid as non- responsive. I Only products listed above will be allowed for use in this project. Any substitution shall result in rejection of bid as non-responsive. i 1 a M 7 Page 10 of 10 5 i PART B-PROPOSAL Within ten(10)days after notification by the City,the undersigned will execute the formal contract and will deliver an approved Surety Bond and such other 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,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 certified that he has been furnished 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. The undersigned assures that its employees and applicants for employment and those of any labor organization,subcontractors,or employment agency in either furnishing or referring employee applicants to the undersigned are not discriminated against as prohibited by the terms of City Ordinance No.7278 as amended by City Ordinance No.7400. (Complete A or B below, as applicable:) i 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 statue is attached. Nonresident bidders in the State of ,our principal place of business,are not required to underbid resident bidders. B. The principal place of business of our company or our parent company or majority owner is in the State of Texas. 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. 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, 1992. The successful Bidder shall be required to complete the attached Statement of Materials and Other Charges contractor at the time of executing the contract. The Bidder agrees to begin construction within 10 calendar days after issue of the work order,and to complete the contract within: Ninety(90)Calendar Days after the beginning of construction as set forth in the written order to be furnished by the Owner. This project is included in the Administrative Order issued by the U.S.Environmental Protection Agency,and contract completion within the above stipulated contract time will be strictly enforced. (we)acknowledged receipt of the following addenda to the plans and specifications, all of the provisions and requirements of which r have been taken into consideration in preparation of the foregoing bid: Addendum No. 1 (Initials) Respectively submitted, i� Addendum No.2(Initials) vats tt �� t ��e�r VtiC� U j s Addendum No.3(Initials) + + Addendum No.4(Initials) By: Ana".l� Va tlrrs Title:'e si Address: G YY1 QCL M . (SEAL) is+ L-k b(ZAAA Ix j Date:/ot' Telephone: PART B - PROPOSAL f - _ i 'CITY OF 100.1ri'WO-117II WATER DEPAFI'I TENT PART C-GEN ERAL CONDITIONS TAPLE OF CONTENTS C 1,1.1 DEF NMONS OFTER MS c 1-11 CONTRACTLX)CUMEN1'S CL-1_ 1 c 1-1.3 NOTICE TO ElMDERS Cl-1. 1 C 1-1.4 PROP O- SAL CI-1, 1 C 1-13 BIDDER CI-#_ 1 C1-L6 GRNRR.ALCONDITIONS Cl-t. 1 C 1-1.7 SPECIAL CONDITIONS C'_1-1. 1 Cl-1,8 5PECIFTCATlONS Ccl-l.(I. C 1-1,9 BOND Cl-1.L2 C 1-1,10 CONTRACT C'.1-1. G 1-1.11 PLANTS CIA. C 1-1.12 CTTY C,1.1.O C i-1.13 CI'T'Y COLTNCfL C1-L(2) C 1-1.14 MAYOR Cl-L(2) L 1-1.15 UrrY MANAGER Cl-1.Q C 1-1.16 CITY NITORNEY CI-1. C 1-1.17 DiRE17MR OF PUBLIC:WORKS Ci.I. 2 C 1-1.18 DIRECTOR,CM WATER DEPARTMENT CI-1. 2 C'. 1-1.19 ENCrFtdMR - CIA, 2 C 1_1,20 C'C NTRACTOR Cl-1. C I-1.21 SURETIES C1-1, C 1-1.22 THE WORK OF PROJECT C:1-1. 7. C 1-1.23 WORKTNG DAY CIA. 3 C 1-1.24 CALENDERDAYS C1-1. 3 C 1115 LEGAL HOLIDAYS Cl-1.(3 C 1-1.26 ABBREVIATIONS CIA. 3 C 1-1.27 MANGE ORDER CIA, 3 C: 1-1,28 PAVED ST'RF13'TSAND ALLEYS CI-l. 3 C 1-1.29 UNPAVED STREETS OR ALLEYS Cl-1. (3) C 1-1.30 CrrY STREET'S CIA, 3 C 1-1.31 ROADWAY Cl-1. 4 C 1-1.32 GRAVEL STREET cl-1, (4) c2-7,1 PROPOSAL FORM c 2, 1 C 2-2.2 391'l3RPRUFATION OF QUANTMES U-2. 1 -C2-23 BXAMIIATMON OF CONTRACT DOCUMENTS AND SITE OF PROJECT C2-2. 1 C 2-2.4 SU13M T'TTNQ OF PROPC?SAL C22-2, 1 2-15 RE]'BCT'MO'N OF PROPOSALS C2-2, 1 C 2-2,6- BR. &KURFTY C2-2.(2) C 2-23 DF.LTVFRY OF PROPOSAL Cz-2. 2 C 2-2,8 VnTEDRAVVTNU PROPOSALS C12-2.14- -c2-2-9 2-z_9 TELEOR"141C MODMCATTON OF PP-QPC?5A1�5 C2.2. C 2-2.14 PUBLIC;OPENING OF PROPOSAL C'.2-2, C 2-2.11 €UC EGULAR PROPOSALS. C 2-2. 2 C 2-2,12 DISQUAIAHCATION OF BIDDEM C2-2.(2) C 3-3_I CONSIDERATION OF PROPUSAI,US 0-3- 1 C3-12 VJr RA1 AL OF PROPOSALS C3.3. 1 -C3-3.3 AWARD OF CONTRACT C3-3. 1 C:3-3.4 RI:T'4IRN OF PROPOSAL SECUEUTIES 0-3. (J) G 3-3,5 PAYMENT ,PERFORMANCE AND MAYNTENANC;E BONDS C3-3.(I). _ -C3-3,6 EXECUTION ECUTION OF CONN ACT 0-1 m CITY 0J,' F0 Wf WORTH WATER DEPAR'T'h E,NT PAWF C-GENERAL CONDITIONS C 3-3.7 FAILITRE TO E7CECUTEONFr ACT C3-3,(2) C 3-3.8 BEGINNING WOIUC C3-3.(2) C 3-3.9 INSURANCE C3-3. (2) C3-3.10 CONTRACTOR'S OBLIGATIONS CI-3.(4) C3-3.11 WEEKLY PAYROLL C3-3'.. 4 C 3-3.12 CONTRACTOK S CONTRACT ADMWISTRATION *-3.. 4 C 3-3.13 VENL.FL-' 3.3. 5 C 4-4.1 TNTENT OF CONTRACT IAC}C.IJMEN'i'S CA-4, 1 C 442 SPECAL VRQV QNS C4-4. 1 C 4-4.3 TNC 3AS>;D OR DECREASED QUANnTMS C44. l C 4-4.4 ALTERATION OF CONTRACTDOCUNU31M C4-4. 1 C4-4.5 S 'IRA WORK NAA 1 C 4-4.6 SCHEDULE OF OPERATONS C4-A, 2 C S-5,1 ALrnIORTIY QF ENGWEER CS-S. i C 5-5.2 CONFORMITY WITH PLANS C5-5. 1 C 5-5.3 COORDrMATION OF CONTRACT DOCLMENTS C5-5,.j 1 C 5-5-.4 COOPERATION OF CONTkACMR C5-5. I) C 5-5.5 EMERGENCY AND/OR RECT RCATION WORK C5-5,(1) C5-5.6 FWLbOFFICE C5-5-Q) C 5-5.7 CONSTRUCI'lON STAKES -5.(2 C 5-5.8 AUTHOR=AND.DUTIES OF INSPECTORS C5-5.(2) C 5-S.P INSP1;MOISI C;5-5. 2 C 5-5ao REMOVAL.OF DEFECTI E AND LTI+F,PAUTHORLMD WORK CS-5. 3 C 5-5,11 SOITRC;E OF SUPPLY AND QUALITY OF MATERIALS C5-5.(3) C 5-5,12 SAMPLES AND TESTS OF NIATEJUALS C5-5- C5-5.13 1 STORAGE OF MATERIALS C5=5. 3 C 5-5.14 MSJ NG STRUCTURES CS-5. 3 C:5-5.15 IT RRUPTTON OF SERVICE C5-5,-Q) C 5-5-16 MUTUAL RE PONSIBrLTY OF CONTRACTORS .CS-5. 4 C 5-S.17 CLEAN-UP CSI-5. 4 C 5-5,18 FINIAL INSPECTION Ci-5.0) C 6-6.1 LAWS TO BE OBSERVED 06-6,(1) c -6.2 PER1w'IITS AND LICENSES C6-6. 1) C6-6,3 PNIT.NTFD DEVICUS.MATERLALS AND PROCESSES C&6, 1 CCS-6.4 SAMMARY PROVISIONS C6-6. i C 6-6.5 PUBLIC SAFETY AND CONVENIENCE C'6-6. l C 6-6.6 PRIVII.F?CsNS OF CONTRACTORI STREM,ALLEYS AND RIGHT-OF-WAY C6-6. 2 C 6-6.7 RAILWAY CROSSTNGS _ C6-5. Z C 6-6.8 BARRICADES WARNINGS AND WATCfIMEN C6-& 2 C 6-6.9 USE OF EXPLOSIM,DROP WI-7-TCrIIT,ETC. C6-6, (3) C 6-&lo WORK WTTFIIN.EASEMENTS C6-6: 3) 6-6.11 CrONTRACTOWS RESPONSIBrLM FOR DAMAGE CT AMS M6, 4 C6-6-12 CONTRACTORS CLATM FOR DAMAGE C6-6, 4 C 6-6.13 AD USTMENT OR RELOCATION OF PUBLIC;U rII.1T'1 ES,E= C6-6,(4) C 6-6.14 TEMPORARY SEWER AND DRAIN CONT+RCT ONS C6-6.(4 C6-6.15 A U ANGEMMI AND CHARGES FOR WATER FURNISHED BY THE CITY C6-6.(4) C 6-6.16 USE OF A SECHON OF PORTION OF TTS WORK C". 5) -Ci6-6,17 CONTRACTOR'S RESPONSIBILF 7E5 FOR THE WORK C6-6. 5 -C6-6i1$ NO WAIVER OF LEGAL R GM C6-6. 5 -C6-6,19 PBMNAL LIABI UTY OF PUBLIC OFFICUAI S C6-6. (5) C".2- STATE SAf.ES TAX C64 (5) ii CZ'I'4" OF FORT WORTH WATER DEPARTMEW PART C-GK[VER+ L CONDITTONS C7-7.1 SUBLETTING C7-7.(1) C7-7.2 AS.'3]Cj'NNWNIOF.CONTRACT C7-7. 1 7-7.3 FRO ECUTIDN OF-MH WORK C7-7. 1 -C.7-7A LIMJrrA'TIONS OF OPERATIONS (1 c 7-T5 CRA CFER OF WORKMEN AND EQUE MENT C7-7. y C 7-7.5 WORK SCHEDIME C7-7.(2) C 7-7.7 TME OF CON MMCEM[E MT AND COMPLEMON 0747. .E C7-7.8 ti I tsiom o1=TmE ov CD PLmoN C7-7. C 7-7.9 FAILURE'r0 CD.MPLE'TL'ON TIME C-7-7.(2) C7-7,10 SUSPENSION BY COURT OKDER C7-7.(3) C 77.11 TrMPC P ARY SUSPENSION C7-7. 3 C 77.12 TERMINATION Or-CUNTRACT DUE TO NATIONAL EMERGENCY C7-7. 3 C7-7J3 SUSFENSION OR ARAN TENT OF THR WORK AND A1wNNULMi W OF THA C7-7,(4) WCIRK C'ONT'ACT 77.14 1 '['E MMATION OF CONTRACT C7-7. .5 07.7.15 SAFETY MEMODS AND PRACTICES C7-7. (5) C 7-7.16 SAFETY RwrRicnONS RELAT1 VE TO 1110TH VOLTAM OVERT MAD LINE'S C7-7. CB-8-1 MF.ASi]REMrENT OF QUANMIES ca-8, 1. C 8-8.2 UNIT PRICES CB-8. l C 9-8.3 SCOPE OF PAYMENT C84. 1 O 8-SA PAR'ITAL ESTTMATES ESTIMATESAND RETAINAGE C3-8.(I C 8,8.5 WITHHOLDING PAYMENT CS-B. C 8--8.6 FINALL ACCEPTANCE C8-8, 2 C 8-8-7 FINAL.PAYMENT C84. (.2) C"A ADEQUACY OF DESIGN M& ? 0 8-8.9 GENERAL GUARANI Y Ca-8. (2) 1i[ OTY OF FORT WORT71 WATER DEPA RTMENT PART C—GENIE RAL CONDITIONS SFCI'XON(J-1 DEFINIT QN5 C 1-.l.1 DE17INITIONS Olt TERMS Whenever in Ihcse C'oritroot Docutnerti-s the fallowing trans ur pri*rosouns in placc of titan ate used,th,e-intent and aneaoing shat1 be understood and inturpreted as follows; C 1-11 CONTRACT DQCLMHgn,, The Contract Docum pts arc all of tho wittcu and drawn documenls, such ds specificalions, bonds, addenda.,plans, etc_ which govern thr €tmu;and perform"c of the contract. These are cant 6md in lire r neral Contfac€Docint nls and the Spatial Contract Documrols_ 0. GENERAL CONTRACT DOCUMENTS;TS;Tlie UvurrM Umhmet Dor umonis govern all Water Department Projoct. and uicludc the fallowing ilc= PABX A-NOTICE 7U MDERS (Snmplc) PART B -PROPOSAL -(Sample) P ART C-GENERAL CONDITIONS (csUIry yellow) PART D-SPECIAL COT MITIONS (&Teen) PARI'H-SPEC RCATI NS PART E-(APPENDED) PART F-BONDS PART fr-coNT1,.Acr b. SPECIAL{: NTRACT DOCUMIEI M,..'ase Special Conlract Documents are prepares) port each specifE prGiect as a Fvpplement to tlrc Ounural Contract Dc€urncnts and include the following iterm PAR•r A- NOTICETO O BIDDERS (Advertisement) PART B -PROPOSAL (Bid) PART C-GENERAL tvb DITIONS PART D-SPHUAL CONDITIONS PAWr E-SPECIFICNITONS PA RT F-BONDS PANT C1 -CONTRACT PART H-PLAINS (Usually bound separately) C 1-13 NOTICE TO B1DDL'RS: All of the legal puhlicatiatts, either acluaIly pubiished in public advertising niediums nr fim ishad directly to inlerpAcd porkies pertaining to the wnTk conteniplated miler the Cbntract DnuuniETi s, canstitiifa the No ice to Bid&uL C 1-1,4 PROPOSAL=The cmuploird writim and signed offer or tender of a Bidder to poldrm thr work which the Dcvvloper df.sitcs in Jtave dcae,togc1hcr with the bid security,camwubnf.die Proposal,wMeh bacon i bind) g upon the Bidder when it is officially received by the Developer,has b.em publsely epciicd and marl and nut icfcclud by the Developer. Q 1-1.5 8IDDER: Ariy person, persosrs, faxtr part=EWp, wmpany, association, cogporatien, actusg dir$ctly or tluough a duly authorized representative, submitting a prcpoml for perform g the work mdeniplaied raider die CouLmet Decuifv0s, constiturt<s a Bidder. C 1-1,6 GENERAL CO 71'T ONS, T1W Gnnern] COMitions ore fire usnnl aurstruction and.oant=t fequirrnrius dtirt govenj the peffornimcc of the work so that it will be Carried on in accardatwc with the cwtuni ry tiro"dare; ilie local slatutes,and req drerneats of the City of Fort Wardi's Charter and promulgated ordinancea, Wherevrr thinre may bazenflicl between the-Gunoral Candi#ons and Special C mditimis, €he latter shell takc.prezeduur-and than go van- 1.-1.7 an_1-1.7 SUCIAI- CONDITIONS: Specfal Ounditions are the specific regriremenls lbat are necessary far the particular project cove ad by the C'sontsacl Documents and not tjx6licaIly 'Covered in the General Conditions_ When cansiducd with the Genial Cnndztiom and oilier elements of the Contra ,t Oncuments, &cy-pmvide ft.#nformatiari that The Cantruclar and Developer shuuld have in nr&-r tv gAin a ihorsiugli knowledge Lxf the praajeot, I 1-] (1) CITY OF FORT W{3W111 WA9'ER DEPARTMENT FAVI`C-GENERAL CONI)nIONS C I-I A 5FF.0 QTIC 9,The Sprnifientions is that scetiun ur part of lbs Contract Docuttirints That sets forth hi de tai I the r uircrwnts; that must hr~ nrA by all rriuteriaL%, construction, workmanship, equipment grid seFvicvs in order to render a conVicted nad mcrul prnjtxt Whcnevon rcfel nee is nmde io standard sprcificaiion�, regulations; requirements, 9tatutut, er-,such rr-forrrd to dncumenis shall become a pail of the Contract Doamicnis j ust as though they were vmhodiecl therein. -C 1-1.9 BONQU Ur Bond or Bands are the written guarantee or wcurifies famished by the C'onhwlur for The pminpt and Eltillifidperinrnmace of the ooffiract and include the fbMwing: a. Ferformoncc$und(wz pnmgrapb C 3-3.5) h. Payu=l Bond(ser~paragraph C 3-3,5) c. Mzintcn=c Bund{sce pftragraph C 3-3.S)' d. Pmp=l or 13td Sceutiry(sec:Special 1wtnictioris tnBiddr^Part A and C 2-16) C 10 CMgltAr-m TIC Cnntma i% tbz formal signsd ugruc=zii between the Dcvelupa and Cunlraclm covering 11ie ern aunt tmdamtnoding of the two contmaing parfim about the project to be eornpleted under the Contract Documents, C 1-1.1 l PLAN&The)slaps are the drawings or reproductions there from rnade by dee ilevelapor'9 rep ostmtative showing in detail the lacaiion, dirnension and ix+sition of the various elenients of the project, including Fuel profile&, typirnl cro-�s- Hons, layout diagarn.9, working drawings, prelirrnnary drawings and suppletumtal drawings as the Developer may iuw to clarify older drawings or for the ptaposo of showing &angcs in thin wtlxk hercirmf er authorized by the Developer. Ilio Pains aro unmlly bound separately Cram other pans of the Conbmt Documents, but Lhey are-a part of the Contract TNximwnb just as tl3uitgh they were bt+wid therein., C 1-1.12 QFFY. The City of Fort Worth, Terns, a m mieiral curpumtiou; oudsoriz and r-ba lered unrltr the Tcxas State Statutef% aoting by and through its governing lxidy or its City Maaagr,each of which is required by the Charter to pedbrm specific duties.The City of Fort Wafth email have Engineerlirspector control over tht project. C 1-1.13 CUT COUNCIL The duty elected and qualified governing body ofthe City of Fort Word;Texas. C I-1.14 MAYOR:'lire officially elected Mayor,or in his absenco.the Mayor Pro Tem uFthe City of Fort Worth,Tuxas C I-1.15 CITY h+IAiw AQEI�:The of&c iaLly appcinwd a nd audwri7ed CIty Manager o f the City of Fort or&O'rxas,-or his duly audiorr ed ruymeatatrre. C 1-1.16 Cr=AMRNEY, The officially appointed City AHomey of the Crty of'Fart Worth,Texas,or bs duly autharirod representative. C 1-1.17DIREEMAt OF PUBLIC WORKS;'I be dimly appain d official o€dw City of Fart Wos ih„referred to in the Chatter as 6o City Engineer,or bid dolq aulhwiz,&d mpresentative. C I-1.1.8 DIRE CTQQTY W T1;R DFPAR'L NffiNrr-'Mc dilly appointed Director of the City Water I}epaftwnt of the City of Fort Worth,Texas,or his duly nuibmi ed wpreseatative,ass atant,or agents. C 1-1.19 WGINVE% Thiie Director of Public Warks, the Director of the Fort Worth Wattr Department, or their duly autbari7cd assistants, agents, engineers; ingpcctons, or superialeudants, acting within the scope of the particular duties tutrvstcd to thctzr_ C 1-1,2Q CONTRACTOR The merlon. persoas, partnership, company, firm:, association, or owporation, entering into a tract with the Dr-veloper for the execution of the work, acting Lfirordy or through a duly authorized tepr+esenta#ive. A subcontiacter is a parson, Aran, corporation, or otlsers under coulmet %i4th the principal contractor, supplying labor ai d matenala or only labor, for work at fte site of the project. C l-1.21 SURE=:-71c corpomte bodied which nre bound by such Bands as art rquited with and for the C on m wtor.The Sitreies engaged are to be fully responsible for the entire and sotisfactpry fkilfdltnent of the [contract-and for any oriel &II rcquirrments as get forth in the C ontruct Domments and approved c ha nges therein. C 1-1.22 TBE WORK OR f'ROXI'CT: 'Me cornpicted work conternpinted in and cover by The Contraut Doc,urponts,- i-1 ( ) CITY OF FORT liYOW111 WATER DEVAwrmwi, PART C—GENE, AL CONDI'i'1OAS itir:luding but not hmited to the finishing of all labor, "teFials, pools, equipment, and incidentals necessary to produce a completed and servimble project C 1-1.23 WORKING DAY; A working clay is defined as a cal(-ndar day,not including Sanrcdaiys, Sundays,and legal holidays, in which the wouther or other conditions not u nder The controi of the Conhactor hermit rhe Perforinanue of the principal unit of work for a period of not Im thnn seven (7) hours between 7:110 axn. and 6:00 p.m., with excepdoT4 os pczmitti.-�d in paragraph C 7-7.6, 9 i-I_.24 CAUNDA1 DA -i A calendar day is any day of the week or mouth,no days being exceptod- C 1-1.25 LF, AL RQUDAY.S: LogRI holidays shall be observed ns prmribed by tim My Counca of the pity of fort V or& fox obsevau -e by City omlxlvyecs, C 1-1.26 ABBREVL TIONS: Wherever tier abbreviations duR=d herein appbar in Cosivact Docurnmis,the intent and imisning sbaH be as tallows: AASi10 American Assuciatian of ftta Iligirway Officials Min Minsmum ASCE Americah Sucitty of Civil Ehginaers Mom.-Monolithic ASTM American5oc�LyufTcstingAMtexiaLS ° -Pcr.oerrttrm AWWA American Wafer Works Association R -Radius ASA America n.SWWardr,MwKiatiea LD. -inside iii Hyrlraabc hwihrte DiamOvr AVh, Asphalt 0.13, -Outside Av'�. Avonue DiaTiwker RMIL 13nulavaard Elan, -Elevation CI C:aNtTron F -Fahrenheit CL wall r Line C -Centigrade CSI alvani-od Tron 1n. -inch Lirti Luiaar or Lineal Ft_ -Foot Lb, Pound St. -Street Mil M4nhaile CY -C:uhi�,Yard Marc, MaxinmM Yd, -Ward GD Milhan Gallons per Day SY -Squam Yard CFS Cul}ic Foat pea Swond L.F, -Linear Font 1-1.27 CHANGE ORDER, A Ch;ingc Order is a wrirten supplemental agmcniont hetwaen the developer and the Gorr#a ctoT covering sone added er deducted item or feature which may be found nKessary and jvblch waF,nol specifically included in the scope of The project oro which bids wcm sulrrrrilied-Triorease in unit quntdtim stated in the Pruposai are not the subj cc(matter of a [Mange Ordcr unless Ow incre4sr Lir dccma!i :i5 marc than 23%of tht amourot of the pattical ar ovin Lir iterffi in the tM iginalPfopo$aL A1I Change Orders shall be prepared by the Deeveloper,as ncpccessary, from biforrmtioe fiirnished by the Coutmclor. 1-1.28 PAVED ST1;J3 .q ANL?ALLEYS.A pavrd street Pr alley slfal.l be derined as s street or alley}wing had one of tine following types of wearing surfaces applieri over die natural uniinpraovecl sarikc: a. Any type iSf asphnitod oo=roc xvitb car withuutscpaiate base mftteriai, b. Any type of asphrilt surface L<catmcat,put rncludiny,an oiled malace,with of without separate base matefist_ c, $,rick,with or without separate base rriaieria1_ d_ Concrete,wi0i or without sepratu hase nlateriaL V. Any comt)irutivn of the above, C J-1,29 UNP AVED STREETS.OR ALLEYS: Ari unpaved shaet,alley,Tmdway or other surfbce is urly area except thUW defuied above tiff Paved Streets and Alleys. Q 1-I.30 CFTY STFEETS: A City street is deFined ins that area between I he right-of-way lines as the st met is dedicatc€L F�, ' , la CITY OF FORT WORTH WATER DIE PART'14lENT PART C—GENERAL COND171ONS C 1-1.31 ROADWAY:The rrrad;vay is defined a.-the Amo between p=11ri lines Iwo{2'}fret bark d the curb funk .ar fum (4)feet back of Ilse average indge of pa5�ut where no curb rx igm C 1-1.32 GRAVEL STREET: A gavel shaeet is any unpaved strut to which has been added ow or mare applksebrA of gravel sir sirrulnr Mahal atTfrer Than the nntewal rrasteriad found on tic stare sudfita below any improvement wn trade. CI-1 (4) CITY Of FORT WORTH WATERDEPARTMENT PART C—GENERAL CONI}i'I ONS t_:1 ON C 2-2an'E"REMION AND PREPARATION OF PROPWAL C:2-2.1 PROPOSAL FORMS The Developer will furnish Bidders with a Proposal fomi, which will contaill an itemized list of the item c work to be done or materia Is to be famished and upon which but prices are rea:ltnesttd. The Proposal farm wi I I state the Bidders' genera I understand ing of the protect to be cornpkted,provide a space for fhriiii v ng the arnotnnt of bid ,security, and state the basis for entering into a formal Contract. The Developer will ftunish faaTns for the Bidder's "ExperWtue Record", "Equipment Schedule'% and "Financial Statenaenf', all of which must be pFoperty executed and filed with the Director of the aly Wafer rkpar#nzeau one week prior to(lie lour for opening of bids, C N,2..J T E".RFTA-nQN OF QUANTFIMS:The quantities of work and marerials to be fumisbed as asay Inc listed in lire Prvp=l form or nthor parte of the Contract Dvaunnents will be cons[dcwd m approx innate only and will be used far tho purpose of zomparing bids on a unirorm basis. Payment will be nnacle to ilio Corktraclorr fez' only the Actual quantities of workperfoumed of materials f ruishrd in strict accordancr_with the C'antmct Documents and Plans_ The iqui�ntities of work to be perfomied and materials to be fimiia�may be increased or drrcreasrd as berolnnfter provided, without in asky way iBvatl idattug the unit prices bid or any oilier requirensents of the Contract Documents. C 2-2.3 EXAN41NA71ON OF CONTRACT' DOC41h+lENTS AND = OF PROJF3M" Bidders are advised that the Contract Dacurneilts on file with the Developer steal I constitute of I of the infasmaden which ince DevedopeT wil I furnish_All additional infarrratian and data whkh the Developer will supply after promulgation of the four-rid Contract Documents Sha U be issued in the feat.of a writicrY addendum and shaii bcconar a part of the Contract Documcnis jrut as though such addi.-nd:A were acli kad ly wriven inlet the original contract Docturents. Bidden are required.prior to the filing cif Proposal,to read and became famifiar with the Contract Ncumenb. to visit the site of the project and examine carefully ail hw4l conditinns, ora inform ilternsetves by Iheir own independent research and inveAgalions, itsts, haring, and by su. h u Cher mean as may by rteimmmy in gain a r�nmple#e knowkdge of the conditinns which wiii be ctwountered during Clze construction of dnc pmjcct They must judge for themselveq tlw difficulties of tlse ttrkaand aIt aancridingcUnnrstancea affeebng the cost of&ing the work or the ti=required for itseonVletiott, and obtain Ail information required to make an inlelligeat Propcaal, No information given by the Developer or the City or any representative of the Developer or Aire City,other I hair iliac t contained in tike Coulract Documents and officially promudpied adrienda then . shall be binding upon the Developer. Bidders shall rely exclusively and solely upon lbpir own es imatrs, investiga +nr,researcll. Rests,exploratioms,and other data which are necessary for Rill and connlalete:information upon which the Proposal is in ba bared_It is mutrtally agreed that the Cstnbmissia n of a Proposal iA prima facie evidence Hast die Blddcr has strode thts inveAigatiom,examinations and tests herein required. Claims for addhional compensation due to v airiationts between oanndilions Actually encounteled in ccrmmicdon and as iadicsited in the GDntzuct Documents will not be allowed. Tho InV nfTest Boles, ifaay, showing on floc Pluns are believed to be correct;howcmr, the Mveloper does root gmrantee that the data shown is ruprescntative u(cundilicans which actWly exist, C 2.2.4 SlJBll41'l'ITNO OF PROPOSAL: The bidder sh0 suhrmt his Proposal on the forni Crrrnisho d by the Developm A blank spaces aappiicable Irk the project contaimd in the ffitm;3lua11 be.eomcfly filled in and the Bidder spall state the prices, wribra in ink in both wnrdS acrid numerals, for which lw prupases-to do Che work conttmViatt!d or funiish die inatrria� roquirad. A]I such prices starch Ire written legibly. In czise.of discrepancy between the price written iii words and the price written in raumcals, Che price mom atdhrantageous ki tlne C]Lyshe Il governs. I if a lamp ail is submitted k y an individual, his or her name iixid be signed by Mm(her)or his(herr)duly nutiiorizad agent, ll-a Pn}pnsal is strhuOted by a firm, Erss;nt'iatnon, or f kUwrsdup, the smnx anLI address of each member must be given, and the Proposal rrnnsat he signred by a member of doe fun 4 association,or partrwkship,or by a person duly aaullx3rixad. If at Friapmal is suhnutted by a compisny or cozparmtion,the comlrany or corporate ti:arne aril business address moist be given,and the Pmpmal signed by un oftiad or duly authorized Agent, The corporate seal sntnst be.oflixed. Power of Attorney authmi7.ing aganls or [rurw to fiigrn PrPnsal must be properly cud fled and moat be in writing and submitted with the Props I where pDdincril. C -2.5 RFLT£T'f7ON OF PROPOSALS: Propimis. inay be rcEected if they'show any 0teration of words or figurers, addstirpw wit aldNd for,coaditiOnal or trundled for alternate bids, incomplete bids, erast om, or irregularities of any kind, cw contain unbalanced value of any iterwi, Propcmh tendered or delivered after the official tinne rltwjgimwd far-receipt of Proposals shall be rctunvcd to the Bidder za opened_ C2- (1 C3lY OF FORT WORTH WXITA DEPAllr'lY4iTNT PAM'C—GEN MAL CONDI) I'iONS q2- 6B 5ECUIUTY:No Proposal will be cottgidered unim it is aaaagxmied icy a Proposal Smurity of the chafacter and in flit amount iudieatcd iu tour Notice to Bidders:and the Proposal. The Bid Security is required by the Developer as evidence of goad faith on the part of the Bidder, and by way of a guaranty that if awarded the c{mtractt the Biddcr will within the required time exeuute a formal contract and furnish the required perRmmnm and other bonds_The Bid Security of ihr throe lowest Bidden will be retained until the contimct is awarded or other disposition is rmsde thE!rrof The Bid Seauity of all outer Binders may be returned gmmol j atter the zanvass of bids_ C 2-2.7 DELIVERY OF PROPOSAL.No proposal will be considered unless it is delivered,accornparded by its proper Bid Security, to the Developer or his reprasemtilive in the official place of bus in "z�se( #ort, in the Nofim to Brad lm� It iN the Bidder's sale rasponsibi ity to deliver the Proposal at the proper tine to the purpor plsca.The mare fin that a Proposal was dispatched wil I not be cans ideued. 'Ile budder must have the Proposal Actually delivered, Eacb.Proposal slutfl be in a.scaled envelope plandy marked with the ward "PROPOSAU% and flee name or description of the Mica�is deWgneled in the Notice to Bidders.ne.envelope shall be addrmcd to the Developer, C 2-2.8 Vf r=RAV4gNG PROPOSALS Pznposals acWHy iced with the DcvclopEnr ca=nt be wiflArawn prior to the tiF= set far nperning Proposals. ,A request for non-considenWon of a Proposal must be ma& in writing, addressed to the Developer, and filed with him prior to the duan set for the opening of Proposals. Alter all PropmAs not requested for nma consicimfion are opened arid publicly read aloud, this Pzopm;tls for which non-consideration requests have bem piopsrly filed may.at the option of the Developer,he retumed unopened. C 2-2.9 TELEGRAPERC MQDjFJC 'UQN OF PROPOSALS. Any Bidder nmy modify his Prupmal by telegraphic coumunication at any time prior to fbr flax set for opening proposals, provided such tclegm&c communication is mr-Cived by the Drvclrrper prior to the said Proposal opening dime, and provided further,that the Developer is satisfied that a wntren and ditty authenticated otmflrrration of such telegraphic comrnurucanon over The sigmature of the Bidder WAs mailed prior to the Proposal opening time,. If such confirmation is not r eived wilhin fwty-eight (48) hours after the Proposal opening time, no ffirlher consideration will be given to rho Propml. C 2-2.10 €UBLIC OPENrMG OF PROPOSAL;. Propoals: which have Ewa properly fined and for which no "Non- comiderafioa Rust" has been received will be pubbrly opened and road aloud by the Dcmdoper or his auftfiszed repmsentntive at the time and place indicated in floc Notice to Bidders. Ail Proposals.vvlmirh have been uprned and read, will reumin on file with the Devnluper until the contract has beta awarded bidders at their authuriaed mpi-wentativm are invited to hr prestni for the aperiing of bids. C2-2_11TKRl~l;UI.AltPROPOSALS.Pruposalsshalllarconsideredasbaiug"Irregalne'iftheyshow anyomiss;ions, a tentiam of form, aMtiuns,or conditiom not ca I led for,unnuthorized altermate bids,or irmplarifiies of any kind_ however,the City reserves the right to waive any and al i i rrepmlarities and to make the award of the 4unt act to the brat irdmM of the City.Teaded ng a Pmpsasal after&closin hour is an hTegularity which canrmt be waived, C 2-2.;?T)M_j3 ALMg TLOff OF Bii7DM;T3iddrrs may be disqualified and dirEr Pmpumis nal itr,isidrfrd for arry of, but not limited in,dee following rim: 3, Reason fin believing that cnllusian rsiSLS a=ag thdricn. b. Reasonable Vorrnds for believing that any 13idder is imremsted in mrsre than page Proposal fir work contemplated, C. The bidder heing interested in may hligation against the Developer or floe City ofFurt WartL d. The Bidder being in arrears an any exisfing confract or having defaul ted on:i previous coutract_ e_ The Biddrr having perforated a prior contract in an umsaatisfavAery rnmtsner,in the opinion of rite Engineer. f, itack of competEnny a5 mvealed by the financial statr=nt, expericace retard, equ.iptwui schedule; and mcb inquiries as the Drvelop r or City of Fort Worth rnuy sot: til to mule, g. 1Incampleted work which,in dic judgmcru of tlrc Oily ofl+ork Work will prnvenl or hinder The pmFnpt 2-2 ( ) CITY OF FORT WORTH WATER DEPARTI4'KNT PART C—GENERAL COMMON S complCtion of�ddifioml work if awarded_ h_ The Bidder not filing with the City, one week in advance of the Hour of the opening of Prmpmals, thr fiallrrwing- I, Fimnciil Staternent showing the financial condition of the S idder ms-;pecl II IM in Port"A„- S'pm i al I n s tru ct ion a, 2. A cEuren# experience rumind nbawing especially the pmjactg of a nahim similar to the one undef considcration, which Iwo been Airr, ssMjy rQ nTleted by Bidder_ 3, Art cquipmen t schedule showing thv equtpwat the Bidder has avai Nblu ibr uNc of the project_ The Bid pmposal of a Didder who, in the judgment of.the EngLme.r,disqualifies under the regaimmmts staled herein.sltiall be set aside and not npeued. I I CZ- (3) [TTY OF FORT WORM WATER D EIVLRIMEN T PART C-GENE SAI.CONDITIONS 2-2 (4) C'I'TY OF PERT 1'4'01UH WATT,R DE PAWMENT PART'c—GF—NERAL C'OND1111ONS SECTioN dv 3-3 AWARD AND EXECUTION OF L)C?C.'LIlw1>:W C: 3-3.1 CONSIDERATION OF PROPOSALS: After Proposals have been opened and read afoul, ft Proposals w91 he tabaiated on the basis of the quoted prices,the qua irfities shown i rt dw PrQposal,a nd thte application of such formulm or othor methods of brfn&Z items to a coimtrwt basis w mry be established itt the Contract DOCAunents. The; total ohmined by taking the sung of[lie pxoducts of unit prises quoted and the a alirrxated q+uunt ties phis any lump Burn items.and such other quoted amounts as may enter into the cost of the completed project will hie coni icer-Ed as the nniomil of the bid. Until the award of the contract is rwde by the I?evelope,r, the right will be reserved to re-ject any or all proposals and wmvc technieali6rs, to re-advertise for riew NopPsul:�,or to Proceed with the work in any mom wv as may be considered fui the best iat=st of the City, I Ct 3.3.2 WIT14DRAW-AL OF PROPOSALS, Atter a Proposal has boon read by the Dcycloper it catinot be withdrawn by the bidder withiu forty-five days atter the dace on which the Proposals were opened. C 1-3.3 AWARD OF CONTRACT; The Developer reserves the right to withhold finax action an the Propaaals fnr R reasonable tirrbe, not to exceed forty-five (45) days uftev the date of opening Propmals, and in no dent will an-award be made until after invextigtati oris have been made as to rhe respnwibi14 of the proposed awardecs. The award ref the coatrm%if an award is made+, will be to the lowest and best"s rinsibly bidder. The nward of dhr conttur,t shoIJ nal became rtffcxtivv rirtiil tha Develuper has txslified the Contractor in writing of such award. C 3-3 A RETURN OF PROPOSAL SL-'CURfPlll?S: As scion ag propused prkv totals have bene determined for conipwi.son of bids, the Developer may, a its discretion, tetram flue: Pr6pasaI Sc unity which wcotrgmnied the Proposals which. in its judgment, vmuld not be considered for the award. All other Prc�xrsal Sectuities, rrstaly thc+e�e of the three lowest biddcrv, will be retainesd by the Duvelvq)er until the required cantruct leas be executed and band fumisbEd err ilea Dcvtlopper leas otltcrM disposed of the bids,after which they will be returned by The Davoloper. I C 1-33 PAYMENT,PERFORA4ANCE AND W AIhi TENICE B{3NEf -,Tier success ffil.biddu r-alcring irdo a contract for - - —T die work will hx:.=gLr red to give the following bonds in die ina=of the Dovcloprt and the City in a sura Lgtw l 1c,dye amount of the CoUMV t a wartkd.The form of die bond shall be as herein pmvided and the mucly shill E be acceptable to the Developer wit d w City.Al I braids furnished hereunder shall meet the require=ub of Cimpter 2253 of dhx;Texas Goverrunent Codc,as anwWed. A, If tbQ total contract price is$25,00 or kTz,payment to the contracrnrsball be nu& in ane lump suer Faymerrt shall not be made for a pL-rW orf 45 c axiar days hum the date €hc work has heen carrplsketcd std acc:eptrd by the City- J3. ifthe contimd amorrnt as in excm of$Z5.0M,a Payrrrcnt Band sball be exon-aled,in the amount of'the Cuntidc�sukly for thn pro4cctiun nfall chitmta supplying labor and malarial in the ptosecufioa of the work. C. 1 f t6c contract r,rnount is in cxcesk of$1 UO,UQQ,a P?nfbrn mwr Drench shall be ex caled,in the dtntt=of the contract eomditioncd fln the faithful prtfonrnancc cif I.hr wotk in Rc;c;ord=e with I.lic p]ans.spit 6ficad6sis, and mniazmcl dcycumenls-Said bunch shall st}lely be for Ow pratvcdun of the Developer a ted flit City of Fort North. D} A T►vn-year Maintenance mord in the mime of the City is rryuircd for all prc jccts.to imme the prai rV. full tmd faithful performancc of the gencraf gunsunt,cc as set forth in Paraprnph CS-8.9. To be an acceplable surety on the performanec, payment nod maintenance baudq, the surety tntrsl be uuftrize d to do busiae�s in the state of Tcxas and m,ect all requfiruwnts of Tcxnx lasurancc C0dr,.sertiatt 7.19-1. In addition, rite surety Mgt(1) hold a certuGcale of authority from the Untied States secrelary of fjie treasury to c uRhfy as u surety on uhligattiom C3-3 (1) fffY OF FORT WOMM WATER DEPAR'Y ENT PAWYC—GENERAL C ONDITIONS parnn tied or required urxior federal law; or (2) 1mve ubtai ted teinsvratme for any liability in excess of$100,000 from a. reinsurer that is aplhorized and admitted as a reinmmn r in the slate of Texas and is the holder of a certificate of au{#x-prity. from the Untied States umretary of ihe-bwsuuy to qualify as a surety on ob5gations permitted or required under federal lave. Satisfactory proof of aay such reinswaoce shall be provided to the City upon request-The Developer and the City, io their .sc;te d i5cretion,will d4crroine the adequacy of the proof required heroin. ND cored=will be eceepir-d by the Developer and City that are at the time in defauit or delinquent on any bonds or which are irnwicsted in any litigation against the: Developer or the City_ Should any surely on the contract be detemiLi=d kinatktMactary at any time by the Develuper or the City, notice will he given to the contractor to that efirct and the contractor shall itnmMiatcly provide a new s=ty sadsfktoay to the Develop x uual the City C: 3-3.6 EXECCITION OF {,SOA T1?,ACT{ Within ten (M) days atter tl c Dcveleper has by appropriate resolution, or otlserwise, awarded the omtrav: die-Contractor shall cxevutc and file with the Dovcloper and the City of Fort Worth the Corntmut and suds bands as nay be required in the C;outmi Documents_ Rio contract shalt be binding upon the Developer until it has been execamd by lh�,.Developer. ..3-3.7)tAII,URE TO E CUTE CONFRACT:The fkilura or dee Avvardees to exeoute the required bored or bunds or to eign the required coutract tyrithin ten (l0) days slier the contraut is awarded shalt axe considered by the DEvoloper ns as abandonment of his Proposal,and the Developer may a=ul the award By reason of the mceitannty of the YYrmlwt ptum of materiai anon.! labor, and it being iuVrac6cable and difficult to actvrateiy determine the amount of dunages-accniirng to the Develol>'er by reason of said Awarder's failure to execute staid bfmds and contract within ten (10) days, the Proposal Security accompanying the Fkropctsal atoll be the irgreed nmovrnt of dnrmges which Developer wall suffer by remorn of sueb failure on the part a the A wardees and shal l thereupon immediately be fonfeitcd to the Developer, The folios ora PropoW will be cowF&red as an accqui nce otitis lxovisiorn by the Badder, 3-3.$ 13BGX- Tba Conga r-tov shall not aommatice work until nudes i=d in writing to du so by the E>rgutem Sltoulcl the C nftactor fail to tuammnce work at the site air the project within the thine stipidated in the written authorization, usually teumed the Work Order or Proceed (leder, it is agreed that the Surety C'oEVany will, within ten(10) days after the commencement date set forth in such written anthorization,comr=iue the physical execadosn of the contract. 0-39 INSURANC&The Co nhwlor shall not ccm,r erne work uwler this ac tract until it has obtained all insurance required under the Contract Documents,and such msurance has been approved by the Developer and the City omit certificates of insurance have been deliverers to the Developer=d the City-'Tine Contractor shall be responsible for delivering to the Developer and elle City the sub-contractor's ecrtificate of insurAnce_11ke Contractor shall uhdicale on its certificate of insarani:e included in the docur rffs for execution whcthet or not its iii r nce covers sub-contractors.It is the intention of the Developer and the City that the iw umnce coverage required herein shall include the coverage of all sub-contractors.The Contractor may require t l subconuaa tom tube insured and submit docurrcentntion rnst utmg heat the requirements of C3- 3,11 33,11 are=t for all subcontractors_Fail=of the Ownm to request rcquirtd insurance docuu=ladon shall not constitute a waiver of the immuwu requirements specified bereim a_ COMPENSATION fNSURANCE, Tho Contractor sba31 maintain during tit fife of this coa[:Tacl, Worker's CmMenmLian insurance ort all 6fhh employees to be enpgcd in work urn the project under this contract, and for all subconnactorg, In case any class of employees engaged in hazardous work on the project under this owtract is not Fwutmted widat the:Workm's Comperiss lion Slaotute, the Coatraetor shall provide adequate umpluyer's general liability innua=m for tat protection of gnuh of his employees not so protecte& orker's corupensatwn umunmcc euveri g employees employed on the project site shall be endorsed with a waiver of subrogation providing rights of mcovuy in favar of the Developer and the Ci ty- b_ CM&MRCIAL GEIwIMAL LIA13t[1TY JNSURANQEl The Contractor shall procure and Shall naintaia during the life of this coratracL Commercial. Geral Liability hnsmame (Public Liability and Property Doniage Insurance) in the amount nil less than$500,000 covering each oocu.Reiir"g gate on accournt of bodily ugiury+ including heath, and in an amount nit less limn $500,000 c.Dverft each oc=rencefaggregatt on account of property dunnage with S2.0D0,000 umbrello policy c:oireragG_ Ccr#ifsates of insurance shall slate that Imumme is on an"occurrence"basis,Cerrificate sbalI n"contain a statemeat that no exclusions by endorsement have beam nude to the Commercial general Liability 3-3 (2). CHT OF FORT WORTH A"1TR DYPARTMENT PART C—GENERAL CONDITIONS Poky, ADDMOVAL LIASf11M T1w Contractor droll-fbrnieh insruatLcc its a stparate policies or by additianai endntsement to ono of the above-mentioned policies,aM in dw a cc as set frlrth fol public liability and propetty domutgr,the fallowing inaauance; Contingent Lifibility(livers Gvneral Contractor's Liability foram of sub-uantxac:toss). 2. E Insting,prior to any bksting treeing done. 3. Colh Qnuildmp or struchaes adjacent to excavation Uxcsvatiao arsPcrtxsrn d adiY4RLtD same 4. Damage to=dergruund utilities for$5W,000. 5. Bizi Ider's risi:,(here®hove-.�v nu cturQs etre involved , &, Contractual Linbiiity (c�ovcrs all indemriifiention requirenwats of Contract). The Developer, its officers,employees and servunts, the City,its offices,eniployees-and servartks shall he endorsed as additional snsured on C(nitrattor's insurance policies exc:opting employer's liability mstiwance uxveeMge under Contractor's worker's counmisation 7, insmmnce policy. C'ontmclor's insurance policies sball be indoned to pmvide that stack insuragcc is prinmry protection afld any self-IbMcd or comnrrctal cevcragc maintained by the OWNER shall nvl ba called upoti to centrihute to loss rocovrxy. S. When ragoktd by the Cant=t Docurnents;Ertviranmontal Impairment Liability Coverage must be provided in the limits of$1,000,000 pnr uca=e a and S2,000,OCIU annual-a gate, The Emriranrnentai Imprairmuni Liability (ELL) must conLdn covaragc far sudden and accidental oa:itsmillation or pollution,habdity for gradual rmi sions,gad Mean-up custs.The FIL ctiverage stunt inelnulc two }ear wrripluW -operutions carnage un u per Project basis. A scparale iirtsurarx:c policy tray be :seeded to fulfill this, requiretneul. BLL for damages. incumd in the crntrsc Gf ftarmpnrting sludge steal I he covered under the contractorrs mail ranee policy(s). d_ AUTO OB LE 1A1UMANC:B-130DILY W=AND PROPERTY DAMAGE-lie contractor skull prwv wu and maintain during Iltc M.of Clair Crnntract, C7ornprohensive Auton-mbile Liabilily insurance in an mmaunt wt Iess than$250,000 feu it�uries inelnding acc Edental death to any one person and subject to die-same limit far edch person an unrounl rat less than 5560,000 aggrcgaiit on account of one acoident, and automobile properly damage irmuumer ur an anxututt turf Jess gun$100,000 agate_ t SCOPE OF INSURANCE 4D �VEQAL IiA.MM: The imumnce required undet the above p mgmft shall provi& adc"tc prafma on fur the Q]ntmctor and his sub-contractom, irspcdively, agoimt damage claLTS which may arise frum operak ow.under this cmteaet, whether such operations be by the insured or by anyone directly ar htdiiccdy nmployed by hin;and also against any of the following sp=W haaarde which may be emoi atnrcd in the parflimu e o f t}w Cantraet. The Ccnihactaar's liability skall not be lituittxi to the spccihied armounbi ofinmNance required herein. f PROOF OF CARRIAGE nL LM16 CE: The Contractor shall Fttrrrish the Developer and the City with satisficimy proof of coverage by iasurance required in these Contnwi Docuawnts in the attx)wita and by carriers sati hclory to Cha Developer and the City.(Sample atlached.)All imuiurre requirenimis rna€1e upon the Contractor shall apply to the sub-centracturk should Che Prinw Contrector's insurance not cover the,,talc-contender's wuTk operations_ g, DEDUCTIBLE LIMITS, T1w deducpb$G limits or self-funded retenturts limits, an each policy niunt.nut exceed$F4,Of}0 per ocoutr = unlem Pilierwise approv6d ht wMing by ilre DevIloper Find thrr City. h. RSM LAt_ANCB C LWANY: The instirance company with wham the Contraotnr's inffli race is written 3-3 (3) Cff'f OF FORT WOtrrH WATER DEPNIATlIrIENT FART#;—GENERAL CllN DMONS shell be authoriwd to du buslncss in the Mate of Texas and shall have a current AM Bast Rating of "A,VIT*Or ogdvaleot inewffe of financial strength and solvency, L NOTIIaIUATI( M During the lifetime of thim cantrrct, the Conor ow shall no[iry the Developer and the My in writing,of any !mown loss occ[urrnce that could give rise to a MbilHy Claim-or lawsuit or which could result in a property 1asg. CANCI;LLAT'I OM lnsurancc shall bn endorsed to provide the City with a miniuwm of thirty days notice. of oancoliation, aomrcnewal-andfor rrmlerial change irl insurance policy tem-a or coverage. A minimm ten-day nonce shall be acceptnble, in [he event of non ymeat -of 6ismanuo pruirium in irnolirame Company Ie CITY RFSMNISIBELMES. Thr City shall not be responsible for direct payment of insurance preniium costs f"Coniroc[or's lnsurance except when said cogs meet the requaenenta of C4-4.5 EXTRA WORYL L ADDITtOI+IAL INSURANCE R£OUBURKENTS. I} Tho L'Lvtloper and the City, their officers, employee,i and servants shall be endorsed as an additionAl insured on ContrackWs inswimce policies exceptiing cu1PlDYEr',q Liability inmmme coverage under Cuntypetoes wDitvA'cnmpensa.[im imff T11'r_policy, 2) C�rffiicatr_-s of insruanec shall be dcbvcwd to the DcMuper and the City, contract admini5tralm- in ffir wn pcc[eve dopar#mmi as spou ied in the bid duenrnen[s, 1000 Thrackmodon StrCT4 Fort Worth,TX 76102,prior lo coani=ncament of work.on thu contracted proicci, 3) Any 'failure on part of Ilse Developer dr thu City to request mquired rnmmy_u. documentation snail not constitute a waiver of the instiarmce requiramenls spmi&d}l in, 4) Each iwarm=policy shall be endorsed to provide the Developer and the City a minim,,thin y days nodce of cancellation,non-renewal,sindlox ret ial change in policy terms or coym.age.A ten days notice-shaIt be acceptable in the event ofnorwpayment ofpreraiurm 5) Worke& conrpemption ins+r awe poGcy(s) covering employed employed on the project shall be eodoiz&W with a waiver of s brogation pruviding rights of uccoveiy in furor of the Developer and the City- 6) Ninithcr the Dcvrloper nor tht City shall br respoasible for tate direct payrrmut ofins;uance premium Costs for-conaraclors insurance. 7) Contactors ruav awe :policies shall each be eridoraed tf�provide lbot such insurance is primary protection and any self-funded or coo m mi.al coveruge maintained by the Develirper or the City shall not he called upon to conrribute to tori recovery. 8) Upon the requesT of either the MvelopeT or the City, Contractor shall providr- complete copies of all insnrunce policies required by these contract documents- C 3-3,1 a coNTR k&rOR"a OBLIGA'PIONS,Hnda the ConM[,the Contractor shall pay f<)r all materia Is. labor and servic=es when due. C 3-3.11 WEEK LY P -L.A certified copy of eich payrull covering pa]'mant of►vagcs to ail pr_rs m engaged is work on the project at the site of the proieci shall he fumishcd to the Cily's represenntativc within swvrn(7) clays r,.fler the close of each payroll poriod. A copy or copies of the app tic able m n;rrlutn wage rates as set forth in the Contract Doc unwmt i shall bo 1£ept posted in a oDnspicuaus place of the site of the projcz.t at all times during the coutsc of the con tract. Copies of the wage rates will be fiu-oished the 01�c[ar, howcvcr, pasha Lind protrctian of dw wabm rains shell be the responsibility of the CoPtraclar• 0-3 (4) CITY OF FORT WORTH WATER DEPAR'fMEl`T PART C—GENERAL,COPI[]MONS C 3-3_1`2 CONTRACTOR'S CONTRACT ADMIN ,Arley Cont ctor, whelb r a person, persons, pertnamMp, eornprany, firM, INSSOciatioq corporation Of other whno is approved to do business with and enters iuto a nontract with the Developer for construction of water andJor sanitary sevwer facilities, will have or shall establish a hilly operational Nosiness office within die Fort Worth-Dallas metropolitan arms. The Contractor shall cbarge, delegate,.or assign this office (or he may delegate his.ProjW SWorint dent)with fall authority to transact all husiirm actians.required in the performmnce of the Contract. Mits local authority shall be crude responsNe to act for die Contractor in all n3atters pettauiing to the work govmTwd by the Contract whether it be administrative or otherwise and as stela shall be empowerad. thus delegated and I directed,to settle all material, labor or other expandilUres,all da inu against the work or any other matter associated such a!5 rmintaiwrig adequate and.appropriate insurance or-security overage for the larojert, Smh Iwal atithority for admiuistratiurw of the work undo the Contract shall be "retained until all busine.�s trar4snet om exeoutnd as part of tho Contact life ca®plelr_ Should Ilie Courract's principal base of operations be other than in the Fort Worth-Dallas metropolitan area, notificadon of the Contractor's awignFiSent of local authority shall be mads in writing to the Developer and to the City in advance of tang work on the project, all appropriately sited and sealed, as applicable, by the ContractPr's responsible of k=l' with the understanding that this written assignment of authority to a local representative shall income part of the project Cant<act as though battnd diroglly into the project documents. The iaWnt of these requirements is char all mottos as with the Con ctor's Wmin.istrtttkn whcd=it is uY nted in tiutherbig the work, or ,athrr, bo governed dirinr t by local auflu city.This 'haute requirement is imposed on insurance cud surety coverage.Should the Contractor's focal representative fail to perfamti to the satisfaction of the City of Fart Worth, die Engineer,at trig sale distretioii, nary demaiid That such local representatiW be replaced aril the Engineer Wray, at his sole discretion stop all work until a new local authority satisfactory la the City of Fort Wards is msiguad. Nu credit of working lima will Lx:allowtxx for periods in wWuh work stoppages are in cfrect lbr this reason. C 3-3.13 VENUE- Venur of any action heteumler shall be exclusively in Pattani Cmirity,'rear. I I I I I C3-3 (5) CITY OF TORT WORTH WATKR DEPARTMENT PAR'S'1~--GENERAL MNID111IONS Mae CERTIFICATE OF lNSURANCF TO: (DEVELOPER) N A M H Of F"RQJECT: PKPI SCT NUM BEH THfs IS-TO CERTIFY TI-IAT (Nnrot and Address of lttsured) is, at IhG date of Ihis Con Mame, insured by this Compitay with Trspcat to the businrss operatitrtrs hr~rainatter described, for the type u insurance and In avvortaRw re ith the pray isiona of the Itandard pnlMos used by I h i s Campmay, and furthar here inaFtcrdcmA-h l_ CxcoPt!aris to standard puIicy Natcd on rcverso sidc hetcuF_ '1"YiMI?OF INSURANCE Pulicv No. cffeatiyc ExVircS1knit5_.0_LL1_@t4lily Warkmeify, Comp_ iiotrs Comprebeusive General Bodily Injury; ELCceurrence, S Liability Inswance (Public Properly ❑ornagc= Ea_i?ce enee= S V-1i' ltcurrenee; Liabtlhy) Eu-Orcutrenuc Blasift Collapse of Buildings Or Smic#ures Adjacent Sa-OcoltirrBCZ , Io exc�ayutioas Bodily injury. Ea, Person= S Damage to Undergruund Ba.Occurrence S Froperty Damage; Utilities Ea_QScurrenEz: S Bodily lujury; $0.0cutirrchce; S Ptuperty Damage, E&Qvcurranea: S Other C Locations covered: m aesnriptions ureperations covered: P Contractual Liability The above policies 01[Ior in khe body therenfur byapproprinte endomenmat pravidc that they may not be Ofinged or cancelled-by IM insurer in legis filen fivr{S}days ailcr the insured has te�oived writtcn nwive ol'such€mveor c=caflation, Wk-re applicable local lows or rcgulu[ions mquirc mare than Five(5)days a LWI notice of rbange nr raEtcellatfun to be asurccl, the vc poliaics contain Ouch�peakil requirement,eithar in the body there of or by appropTiatc undorscmeni tltirscta attached. Agency Farr )►Orth A¢enz Py Address Title 0-3 (6) CITY OF E+OKF 1VOR'll I WATER DEPARTNI.ENT PA IVF C—GENERAL CONDMONS SECrIGN C 4-4 SCOPE OF WORK C 4-4.1 LIw1TENT OF CONTRACT UOClMENTS. It is die deflaite hilention oflhesc ContractDocunxcuts to provide for a complete,useful project,which the Cont mctox undertakes.to construct or furnish,a It in ful l conipliance with the regnimnwats and intent of the C'ontmd Documents. It is der Wtoly underatoad that the t:ontrmctvr shall do all work as provided fpr.in the Contract Ducurwats, shall do all extra or special work sus may be comidemd by#tic: Engineer as accessary to complete tht project in a-satin.#actnry and acceptable mmnuen The Cortractor shall, unless othmvise specifically stated in these Coatiael Documents, Furnish all lq r, tcrvlr, rrmti:riRls, rrrachia.e y, oquipmenk spccixl services, and incidentals nt,=&ury to the prosecution coWctiuit a f idle project 1 SPEC LAL$'9OVfSi +I� Should any work or conditions which are.not thoroughly and satisfactorily stipulated of covered by GcatTW or Special Couditfons of thcso Contract Dcrcurbents be anticipated, or should there be any ndditional proposed wank which is rept coveted by these Connct i:)ocurrieats, dwa Special Provisions covering all.such work will be prepared by the Developer previous to the lime of receiving bias or Proposals.for such work and funtishM to the Bidder in the form of Addenda. AL1 such Special Provcsians shall he oomidered to Ree a part of the C4utract Docurnonts Just as though they wise originally written therein. C 4-$.3 rNCl ASEII 08 DECREASM QUA1`,TTTF'IESi 'Me lMvcloper rcmrveg thr tig& to litter the c}WMtkies of dw work to be perfutrucd or to extend or shorien the itnpt0V nes ur any time wheat and as foumil to be necessary, and the Com[racter sluiIl purforan the wotk as allered, hwre ed,or decreased at the unit prices. Such increased nr decreased quantity shall spot be nmre Man 25 perceni of the contemplated entity of such ilem tar item%. When smash changes incrcaw or decse$se lbe original quantity of any item or i[ems u(work to be done or nmtcriaLs to be fturgshcd by 25 p=eot or mere, then eitherpsrty to fire coo Tact shall upon wrntmit reguegt to Ile;othm party be entidcd to a revised conside alien upon that Darrion of tho work above or below tlir 25 poe=t of the origins 1 quantity stated in the Pio"al; such feviwd cons iderat 6n to be deternrined by spaial si reermni or as hereinafter provided -for Extra Work. No allowances will he mode for ;gay changes its anticilwed profits nor shall swh aha ng,es lea cc midered as waiving,or invalidntir*any condidnns or pmvisium of the Contract Documents. Variations its git milia, of sanitary sewer tripes in depth rwcgrrries %hall be interpreted herein as applying to Ilio ovemH gnuntities of sanitary rawer pipe in pipe siie, but rro I In the varinus depth cite garies. C 4-4A ALa.JtATI�LN. C AC] D{ C[ >NTS, The ngirreer reserve,-. tine right to make such nhangts in the FC CvntrmCI Documents and in Lho clkamcicy ur gtontlties of the work as may be necessary or dosimblc to insure completion in the Ewsl 5atisl lory manner,pruvided suuh changes do not rnIir-rially altos th[origitW' Contrac t Documents ur change the gtwrnl nature of[lit project as a whulc_Such d nges shall not LSC considered S& waiving or invalidating any cdrrditron oy provision of the Conmict Dacummts. -4,5 WPXYL Additional wm* made rmcc%sary by changes and sillcmdans of the coni%-act.Docu mulls.or of qumitities or fbi-outer romans wLich no prices aro provided in the Connect Dorirn,rnrs,shall be defined as Extra Werk anti Mmll be perFdrt and by the Contactor in awordance wide these Cuntmel Docks nfs crr approved addilions thereto; frruvided, huwever,Lhat bef ze any Extra ;Nark is boson a Charge Order shu1I be executed or written order isguvi by the Developer to do lite work for payrnenis or cradim as shall be deWmihicd by pne or moue or a combination of the folknwing methods: I a. Unit bid price previously-approved. b. An agreed lunsp sura. t;. T'he actual reasonable cost of(1) labor, (2) rental of z cquipr=al trsecl on the Extra Work for The time used at Associated Ot=al Cantracturs of America current equipr=nt rental rates, (3)imlerials entering permanently into the prujeat,and(4)-actual uasI of i&utanoe, bonds;and social gecurity as detemined by the Engineer, plus a fixed Cee to be agreed upon but not to exceed 10%or the actual cost of3uc:h Exim Work.'i'1 ic fixed fee iaf not to inciudv any adds ional profit to the Contractor for tentnl of equipment owned by him and used for the Extra Work_ The Fee shall be full and can plele ocnspemation to covei tltt�-cost of superintendence, overhead, tither tan-ift, general and all oiler expense not included in (l), (2),(3),and (4)alanvv. The cantravor-Mull keep ucuumit!cost records on the form dixi hi the method suggested by the Engineer and ihall give the Engineer accem to all ounls, b'hr vouchers,and records relating to the Exp Work. 4-4 (1) CM OF w" RT WORTH WATER DEPARTMW2gT No Grange Order shall bwxF=effective until it has-hem approved and sigrod by each of the contracting,parties, No ckim. for Extra. Work of any kind will be allowed unless ordered in writing by IN! Develepsr_ In case any ordes� or insirmAioaB+ either oral or written, appear to the C¢ntractor to involve Extra Work Cor which LIZ should j1CCCirc compensation, he shall make written request to the Engineer Cor written ardm authorizing such Extra Wadc Sbould a differnnee ease as to what does to does not constitute E-xtru Work,or as to Um paymtId thereof; and t#u: Engm= inerts "a ift,perfonrratrae, the C4atractox shall proceed with dw work aR r making written request for written ortlers wd shall keep an accruate account of the actual reasonable cast thereof as provided ut&r method(Item G). Claim for Exba Work will nut be paid unless the Contractor shall file his claim with the Developer within five days before the time for rrraks g the first ue,timate altar such work is done, and calm the claim ie exported by satisfactory vouchefs and certified payrolls covering all I abor and materials expended upon the said Extra Wnrk 11w Cnntraetar shall furnish the Engineer such installation records of all devitrtions frbm the original Contract Oocunients as lay be rnemswry to enable the prcparstion For perrraanenl record of a pu=cfed set of flay showing the tietual installatimi_ C 44.6 SCHEDULE OF OPERATIONS-Rai`ore cash=neing any work ruder this contract, the'Contractor shall submit to the Engineer,and receive the Engineer's approval thereof,a Sched u1c of Opu-ratioms,showing by a straight line method the date of commencing and fiai ing each a C the maj or c Iemenis of the contract. There shall he also shown d=cstiffmt d moulMy cost of work for which espmates axe to be expected.Thure Aa 11 bn pragented also a Composite mph strewing the anticipated progress of corks ualon with the time-being platted horicorrtallyand Ihe.percenfage orcomvletion platted Yn-du fly. The progress charts sinal I be prepared on 8 'N*by i 1"sheets and at least rive black or blue line prirris shall be Cnzrrished to the-Engiar 44 (a) CITY OFFORT WORTH WATFRDLrPARTMENT PA RT C—GENERAL CONDITIONS I SEMON C 5_.5 CC?l+l'1ROL OF WORK Aram' MIEKIM C 5-5.1 AUTHORR Y OFENGINEER '171c work shmll be performed under the directian and Bup+±rvfaian of the Baginmr, to his satiafmcliun, and in strict curnpiixnec with tLG Contract Doc-==nig. He shell dncidc nh quos Boras which#rise as to the perfonnui,ce, rate or prog rss of the work, sequmec of the eonsttuetioin, inkz1getatiotn of ilio; Contract Docunwnts, accep ruble Fulfillment of the contract, cottwasation, mutual right hetweva Contractor and Develolxer under tlicse Contract E icunwnks,supe,ru is ion o r thae work,min option of operada% and al I oflicr questions or disputes which xray arise.He shall leas w the-amount and quality of the work perfortrned and urdtcrials fnWied, and his decisions and catinaaWn small bis funs?. His eslirn fns: in such event shell be a condition to [lie right of the Contractor to receive money dere him under the Contimot. The Fmgkneer shalt have-exccutive authority to enforce and nuke efl'activc such tnc5ces-terry dmisinns and orders ws the Contraetnr fails to carry out Pmt-ptt . W the oval of any iiisgule.between the Engineer and Contractor over 1bu decision of the Engineer on any sWi malter, the T3A&Cet xruA within s tcawnabic time, ugou written regpeat of the 03ntmrtar, render and deliver to both die Dovcloper and Contractor,s wrArm cdmisiun on the manor in Canlrove-My. C 5-5.2 GONFORMFTY WITE PLAITS: 'Tire 15a%slwd projtcA in all cases shall cornfann with lines, grades, cross-seeiiuns, ' fiinLIA,and dimensions shown on the plash or any other requinnnenis otherwise tle,scribed in the Contract Documents, tach dovia ium fiam the approved Ciziatract Damarranls a�may be nr+ uhvd by lire Enrgineer during cnnstiuetian will in all ensu ba determined by the agiYou and autiurrhzud by the Devoluper in w{i ting- I C 5-53 000RDINA ION OF CONTRACT DOCLTl4iENTS: The Canitaut Dorarmt:inL Ur matte inp of several secdons, which, taken togesher, are intended to describe and provide for a complete aril usef it project. and annv nquiren mats appearing in arra of kine seatiors u n binding as dinugh it gccwTed in all wdions. in case of discrepancies. fsgamd dimemions shaIl govern over-scaled dki-wroinns. Plam-sMl govern over Specificalicius, Speciul Conditions snail govarn ovor Gorwral Cunditious and Stance Spcciticatiom. and qua0t shown on the Plam shall gov= over these shown to Prqpwsd- The ContraeZor shall nest take advantage of any app�oc error or omission in the Contact Lkmmmenls, ravJ the Developer shal I be penntilted to make such comotiena or itnlCrprtlnticins as may be dccmcd tecessary for the fniLflUnwnt of die intern of the Coulmd Docuniruts. In the event the Contractor diseovers an apparent error or dis=pamy+ he shall imurediately call this cardinals to the altentioaj of die 13ngineer- C 5-5A COOPERATION OF CONTRACTOR.Tlie Contractor will be friraished with three sets oftbe Contract Docunwnts and shall have available on the site of the pro�ec-t at al I bones one set of such Contract Dctumenfs- The Contraclur shrill give to the work the constant attention necessary to €acilitale lbe progsesr.thereof and shall coapctate with Lbe Ens nftr,his inpbctor,and olluc contractors-in every possible way- The Contractor Aall at all rates have con Veftnt personnel available to the prajec t site for proper perfomance of the work. The Contractor shall provide and rmiintzin at all tames at the site of the project a curwelent, English-speaking supe iutendeat and an assistant who are fatly authorized 1p act aS fhc Coin-Fador's agent or) file worts. Such superintendent and his usistnnt shall be capable of reading and riiiederoar4ng the Contract DGcurnents and shall :receive and finFfrll imtructions from the Developer, the Ernginm, or his autharucd represoniadvcs. Pnrrsnaut to this tospmtnsibility of d1c, Onntracta[, the Cantroc,tor shag desigtnate in writing to the f?n&eer,the ninie,address,and rehepharne-tnumber of an assistaut I to the project superintendent,such a ssistant to leave the some authority, in the abse.me of ft.proji�ct superintendent,to act as the Coniractor's ngeFnt on the work. Such assistant project sripe-rintendent shat] be a resident of Tarrant County, Texas and shall be subject to call, ars is the project superintemiemt, nl any timee of die day or tiiglnt on any day of the week on which the Engineer &terrain u that circumstaaeas require the presence on the project site of a represenlative of the Cnatractor to adequately provide fox the softy or convenience of the traveling public or the oswrwrs of the property aeroas which the project uNwgds pr the safety ofpiupur y canstiiguous to the project routing, I The Contractor sinal] provide all facilities to etrable die Engineer and J9&inspector to emurAne and bispect the workyruLmhip and mater-iuis-enrtering into the work. C 5-5-5 EMERMNCY AND/OR i -17] ICAT'ION WORD_ When, in tk opinion of the Eii&eer, a candit an of erymBenay exists xelated ra.any part of the.work, the Cordnetor, or lba Cfailtractur IJirough hA cksigrvated represenradw. shall respond with dispatch to n verbal mquest made by the Engineer to alleviate the.=erg;nuy no ndition. Sudo a resputnse shall aDmr day or nnght.whether rlw projcd is sr ieduled oti u calcasdnr-day or on a workmg-day basis. C5-5 (1) C RY OF FOR Y WORTH.WATKR DEPARTMENT E'AR'L'C—GENERAL CONDMONS Should the Cantractor fail to respond to a request frorn the Enginmr to rectify any dfs[a'epanoies, orsji.sgiuns, or correction.; necessary to conform with the requircmeats of the pmiect apLuificatinns or glans, the fingincer shall give %he CQatraaff written notice thal such work or changes are to be performrd- The written notice shall direct attention to the diwcr pmt cotulhimn and request the Contraclor to take remedial action to correct the condition. In die event that the Cantradur tlaos nol take positive steps to fulfill this written requcgt, ar docs not show jt3st cause far txtt taking the proper action. within 24 homrs, the Developer or The City may take gush r=ntdial action by force account or by contract The Developer shall then deduct an amount equal to the entire costs for such remudial aaion, plus 25%, from-any fronds due the Contraotor on the plea Cct. -�,d FHUX OrRCE. The Contractor Anil provide, at no e`rr`s componsatinn, an adequate fold office lir use of the Macer,ifspccifstalfy called for.`i"ft�-field office ;ha 11 be not I .s than 10 by 14 feet in floor am.substantially cuimtructed, vm ll heated, vrntilatcd,lighted,and wenthesproof,so that documents wil I not be danwgcd by the rJcmcats_ C 5-5.7 CONSFRUC'f'ION SFAICES:The Engineer will hmsish the Ccmractor with all lines,grml",and twosurements accessary to tate pnVer prosecution and control of the work ecmtracled for in these Contract Dacumeats, and lines,grades and rneas=nmtd5 Will be established by nresm9 of stakes or other uustonm ry method of nmrkii3g as may be found consistent with gond practice. These slakes or markings shall: be set sufFckntly in advance of constnic-dan operations to avoid d0ay. Such stokes 01- markings as may be caablilthed ror tho Contractor's use of guidance shall be preserved by die Conti ter until he is authorzed by ihn Engirk= to remove them. Whenever, in the opinion of the i nginou, any stnkea gr rrmrkingS have beetx =6--mly or wilil"uliy dc�lroycd, disturbed, or removed by the Contractor or any of his employees, the full cost of replacing such stukes or marks plus 25% will be charged against the Caa"cior, and the Calf amannt will be deducted from payment due rite Cuntractoi. C 5-5.8 AUTHORITY AND DUTIES OF This? FAZWItS: Inspectors will be anihndEed to inspect all work done and to be cr'one and all rrAmnals f m-ni shod, Such inspection may extend to all or any part of the work,and the prgMrstiost or mmaufuc€uring of the rrtatvii&tN to be used or equipment to be installed.An inspector sway be awdonnd on the mark to repeat to the EngirwEr ns to the progress of the wwk and the.rammer in wlsich it is being perry rmed,to report any evidence dmt the rnaiorialg being f ki igbad or the work berng performed by the Contractor fails to fulfill the roqukerrrns of the Contract flocoments,and to call dw attention a f the Contractor to any w6 faihue or athcT infringements. Such inspection or lack of fngpectian will not relieve dw Contrumr from any obligation in perform the work.in accorduncc with the requirenwnts of the Contract Documents.In case of any disFte 4rising between the Cuntraator and the Impcctoi os to the rnotetin Is or equipment fumiAwd or the nwnrtex of pe(fhm,ing tl c wurk,thr mspec tar will have auslrofity to reject materials of equipment or suspend work unti I the qu ration.at issue can be ref=ed Su,and be decided by the Engineer.The inspector will not,Imwever,be authorised to rovokc,inter,enlarge,or release any requirement of theme Contract Documonfm.nor to approve or occep t any portion ar�tion of the work,nor to ismie any insUuctions contrary to the requirernenrs of the Contract Doc umcnts. lilt will its nu cage act as superintendent or foreman fir perl'otTn any other dvtieg for the C:antractor,at intcrfrre with the management of operation of the work. lie wil l not accept from the Contractor any coutprrLution its any fin for perfarmng any duties. The Contractor shall regnrd and obey the ditactirnis and instructions of the hk6pcctor or Engineer when the sA Tru are consistent with obligations of the Con"a Dean wets,provided,howevcr,should the Co>Stmlor object to any orders or 14strmc ow of the inspeclor,the Cnntractor tnwy within nix days make wrfnen appenl to the L.ngincer for his decision on the matter in controversy. C 5-5:1)INSPE+CI ON:"lite Contractor shall furnish the FKlgir r with every m monnble facility for ascertaining whether or not the work as performed is b3 Accordunce with the rcquimmcnts of the Contrast Dacumcntn.If tore Enginrwr so requests, the Contractor alta ll, ut any time before acceptance of the work,remove or wimver such portion of tlrr f aislwd Sv{ark as T`o'ry be directed. After examination, the Con"ctnr doll Frstum said portions of the work to the standurd required by the Contmel # ooiments; Should tiw work exposed or ewEtmined prove atceptablc,the untuvetinit or removing u nd replacing of the covering or ni*ing goad of the parts removod sball be paid for u txtta waik,but sbnnild the wurk sus exposed or examined prove to he urmcceptable,the uncovmiug or removing and flu•replacing of all udjtiucnt defective or daniaged Tarts'shall be at the Cutitri3c.tor'5 cxpen5c. Nw work shall be done or materials used witlsaut svhable iuj*vision or inspection. CS-5 (2) CITY OF FORT WORTH A'rFR DEPARTMENT PART C-GENFfRAL CONDITIONS C 5-5-10 1 E�4iO AL F D V I T+Tf3 LII+TAI.Fj�ORI+& V�TQItF.: All-work, rrtatUdala, ns cquipincnt which has beco rrjected shall br, rr-nwdieel or remrrved and ruploced in an acceptable rrrarrner by the Ci retractor at his awn exllewu, Warp demi beyond the Ik>,t,s and g radrs given or as shown on the Flans,except as herein spr;1ieatly pcovided, or arty Cxtra work done without wrillm authority, will be cumicirred as umxirthorised and done at tlic rapemr, of the Cantttcloi nrxl will tact be paid for by llie Dcyaloptr. Work spa dont may be tx�dared rcmaued at lire Contractor's"poise. Upon the failure an the part of die-Conlraclor to comply with any or,ier of the Engineer made un&-r tho pteviaions of fills parageaph, Clio F.n&eer will hays the audicrity to cause defective work to be re=lied or rermved and ieplReod and u nauthori7ed work to be Termv#:d,and the cost thereof may bre deducted frorrr any nwtrry due or to becorrrr due to I lie Contras tar, C 5-5.11 U=-QF.SUPPLY AND QUALITY OF MATERUI-19:The nmlariak%sluill bo of The best qmlity pracrtuable, as required by the Cordyaet Dor±umvi-its and all oniendraents and revisuom thereof The CkmtracWr xhall nal eonurw w deli very of ivy matcrials itrrW the Engi=er has approved Tbc smwce of uupply. Only materials mad nquipmmt conforming to these Cbji act Doea=ats shall br uscd in ills work,and such matcriats or equipnwjd shall be.uxed only oiler the Engineer bas givetr written approval rind ,only so long as tht 4uahty or said materials remains equal to thr tegtrireurnrtris of die Contract Documents. Tlie Contractor shall furnish approved matr i-W frorn other ftmwcs if for any reason the product from any sosrrce at any tirne befafe conunencement or'during the pr em!inn of the work proves to be isnacceptable. Atter appraval, any materials, which have become mimed with or coaled with dirt or any other foreign stahstance or othurwiw damaged during she delivery and Imndling will rpt be pex-mittcd in 1bQ work. C 5-5.12 SA 'LES AI+lri TESTS O ItQA LS- Where,in the opinion of iha)engineer,or as called fair in the Conlrac l DocamenN, teats of nwaials or equipmcxu are ricc=ary, such tests will be matte at thr.expedse of aril paid for direct to the testing agency by the City unless otherwise specifically pfovided, The failure of the City to make any tom of mmkrialx 'shall in no way relier°e the C-nn#ac#or of his regeiinihility of famishing malvdals and cquipment fatly myt5rm}ng to for requsremenrs of the Gmtrael DocitT=i1b, Twft'and scrupling of trlaToriaN, unleF6 utheM2i a wpecified, will br made in awardmwc with die hacst metbadg prescribed by ilio American Society for Testing Materials or specific requirements-of the City of Fort Worth.The C.orilractor shah provide such fe6rilities as Lhc T3ngiarrx may r,.lwe fur collecting and forwarding samples Brad SIMM not, without qxu frc written permissiotr of the Engimer, rise the nm lcrials represented by.the samples until tes is have been nwde and Clic ruatoriab approved for use.The Contractor wiII famish adequate samples witbcut charge M the City- In casiN of conc.reta, the aggreeptes, design n ninrum,and the rr:x ng and transporting equipment shall be approved by die Engineer before any roncretc is placed, and Che coatFaator sball be responsible to remover any coaerele that does not meet the requiru=rits of the C'.rnstract Docinmento- Tests sbap b'e made at Ieast 9 days prior to the placing 4 f omitxi<tc, using sample.%from the sairu aggregate!,comenl,and rriwar,which are to he used later in The concrete- Should the source of supply ehange new tests shall be made prior to the use of the new materials. C 5-5.13 STORAGE OF MATERIALS All materials which are to be used in the eawmtcdoa oporation shall be slm-d so ns to ii s the preservation of%air gWlity and fitness of the work. When directed by the Engineer. they shall be.placed on wiroden platform or otbfr hard. rtemn, durable surfaces and not on the ground, and sfiall be placed under cover when directed. Stored materials shall bn pintd acrd located No as to facilitate prorrrpf ar5pecliorh C 5-SA4 EXIS'IM 91RU TURES: The plans sbaw the location of all Imowa surface and suhstrrfaae atnxtums.However, the location of many gas mains,water maitz,conduits,sewe-T lines,etc„is uLilaiowa to the Developer or City,Bad the Dwekyper. and City.amirnie no responsibility for failure to show any or all such structues on the Plwis or to show them in their exact location. it is inutually agreed that such faihire will trot be considered sufficient basis for claims for additio»aI cornpr-I'Mhon Far extra work or for increoshig the p.ty grumtities hL any roamier iwhatsoever, unless an obstr►ution encountered is sunh as to rivwsftte oranges in the lines anil gyndes of eonsidemble imgnitude or requires the building of special works, provision for which is not made in the ContractDocumeats, in wl>ich case the provision in these CouliactVocuments for ox" work:shall apply. I C 5-5.15-.i1VTERR1iPT[ON'Of'SERVICE: a; NORMAL PROSECUTION, to the nornmI prosecution of work where the rntemrprion of service is necessary,the contractor,at least 24 hours in advame,stall be requked to: I. Notify the Water 1- aAment's Distribution Division as to icrofic i,time,and schedutc of service intemiption; 5-5 (3) I CITY OF FORT WORTH WATER DEPARTMEW PART C—GENERAL CON DITIONS 2. Notify car-h a ustorncr perstanaily througb reVomibie persomel as to time and schMtsk of the intenuption ofthEit smvise;or 3_ In the event that per�,c i no tticatiun of a customer camwt be made, a prepared tag form shall be s,ti,rclied to the customer's enuance doorknob.The lag shat I be durable in composition,and in large hotel type shall say "NOTICE*` Dkr-to Utility lmpmvcnvtMs in your neighborltniitl,your(water)(sewer') service will be inictnipttd on bdween the hours of and This imonvenience will be as ahort as passible Thank you, C�nntractClr Address Phone b. EMERCEN Y:In the event Iblat an ordbregeen Servlet lntcrrup6on occurs;nektice shall be as above,but knyrK5diy#e_. C 5-5.16 MUMAL RESPONMILMY OF CONTRACTORS: If. through aura or neglect on the part of the Contractor, any oihcr Contractor or any sub--con=tor sTiall suffer lass or damage on the wow the contractor agrees to settle vwAh such other Contraetar or subcontractor by agrmment or arbitraiiew TI such othar Contract#r or sub-contractor "I assert any claun against the Developer er City on acccnmt of any damage allegod to have been sustained, tho Developer of City.will roti ry ft Cantractor,who sbal l indeuawify,and mvc hm uilms the Developer and City ag"mf any such claim C 5-5.17 CLEAN-UP.- Cheat►-up of surplus audfor waste materials accurnulated on the job site dieing the pmwcotinn of the work under these Contract Docs mcuts sball be accomphshed in keeping with a daily routine estctbiished to the satisfaction of the Ea&eer. Twenty-four flours after written notice is given to the contilactor that the cleanup on the job site is pmceediag in a runnner unsatisfactory to the Engineer, if the Contractor fails to correct ibc unsatisfactory procedure, the Uhnvloper or the City may take such direct iqclion m the Engineer deems apprupriate to r:on=t the clear-Up defraielries cited to the Crmtractor in the written notice, and the costs of such direct actuon,plus 25%of such costs, shall be dedncW Rom nxxi m duc or to beuarne due to the Contractor_ Upm lho completion of the proitct as a wbule as covered by these Contract Dacuments, and before final acccptarsm and fitia] paymuni will be ruade, tic Contiactor shall clean and remove from the site of the project all suTpins and dimcarded materials, Temporary sttuctures, atrtl debris of every kind. He shall leave the site of all vmrk in a neat end nrdcrly cundition equal to that which grigufally existed.Surplus and waste materials removed from t site of The work shall be disposed of at locations Wisfactgry to the Engineer. No extra conipenm ion will be grade to the; C ordmanr fnr any clean-up required cin the project. C 5-5.18 FrNA.L flri,VE TIOM VMeneveir the work pmvided for in cud conWmplated imder the Canbrml Dorutneats his been setisfucumly completed and finai clean-up performed, the Engineer in rharge of thin work will notify thr proper officials of the Developer and request that the Final Inspecti6n be made, Such itwpecti� n will br tdt within 10 days after such notification. Atter such Final Tnspectior,, if the wrnrk and mawials and equipment arc found in be satisfactory, tha Contrar,l r will be ra fied in writing of th+e acceptance of the same_ No time barge will made against the Contractor between said date of notification of the Engineer and the date of Final Tmpcctinn of dm work- 05-5 (4) CITY OF FORT WORTH NATER DEPAR'1'1 TENT PART C—GENER L CO1Y1( MONS 9FUrION C 6-6-LECTAL KEL.AUQNS AND PUBLIC RED{UNSIB = C 6r6.1 LAWS TO BE OBSERVED.Tu Contractor shall at all tlmr observe and cern-ply with all PederaI and Butte Laws and City ordinances and regulations wldch in any way affect [tie conduct of true work or his.f.Tcuillons, and shall Nxerve and comply with all orders, laws, ordinances and regulations which exist or which may be eiracted tater by bodies having jruisdicNon or authority for such enactrrrr;nt, leo plea nr msuriderstanding or igntrrance Ihertcif-will he considered. The C;ontractaf and his Sgnrcties shall indemnify and save harrrJem the Developer arab the City and all of their ctfficers, agiants, and eniployoes against any and all claims or liability arising from err based on the Violation of su0 law, ordinance, rcgulntion,or order,whe thcr it be by drunter f or his ennployres. 1 C S.'61 PERMITS AND LJ ES 'Ilse Contractor OalI procrue all permits and Iicemrs, pay all charges,costs and 1`ces; and give all notices neecss y and i=ideril to the duc and lawful prosu:uiion of the weak. C 6-63 PATEN ED DEVICES,MKFERUB AND MOCISSM.If LhE Gaidnetab is required or dcmres to use any design, device, material, or process covered by Jahr:., patent, u9-copyright, h shull provide for such arse by suitable legal agreement and it is mutually agreed and understood that without exception the contact prices shall include a]I royalties or cast prising from pntrnt5, trade-mrics,and copyrights.to any way involved In the work.The Contractor and his Sureties shall indemnify and -tave harnsicss the Developer and the Catty from any and all claiuv fur infringen trot by reason of the use of any suds patmicd design, devicc, material, or process; ax any trade-mark or cupyright in cOnr=tian wish the vmrk agreed to he performed sander these: Cosurac( Dace netts, andshall rode.mEr dir.Devrlssper and City for any oast, mpeme, or claniage which it may be obliged to pay by reason of such Mringement at any time during the prosmi don of the words or aftr completion of true wane. provided, lmwever, that the DuvelopcT waA assume tho responsibility to defend ArEy and all stats brougl:rt for the infringement of any patent claimed to he inF{iruged Lq)on by the design, type of uonstrubtinu ar rnaterisl or equipment specified in the Cnnhme t Docurnmig fiunidtcd tftc Coarse tar by the Dr~vclopor.and to imAd the Contractor and die City harmless on account of such urWts_ C 6-6.x# SANTIARY PROVISIONS.- The Contractus shall establish and enforce among Iris employees such regulations in regard to cleanliness and dbposal of garbage and waste as will tend to prevent the inception and spread of infectltnts or contagkvw diseasea and to effectively prevent the creation of-a nuiMnce-about the work on any property either public OF private,and such rcgulationg as are rvquimd by the Engiaetw AM] be put Into immediate fdree and effect by the Contractor. The-necessary xarnitary conveniences, for tum of laborers can Or- work, properly secluded form pijbiic obse;vntion, xhat] be corotrueuxi and =in(-ained by the Contractor in such a Fria Finer and at such point as will be approved by the Enginrer, and LbMr use shall be strictly enforced by tlu Contractor. All such Iscilitics shall be Scent in n duan awl sanitary condition, free from eb*e ojmbk odors so as not to cause-a.nuisance_ AIS simittiry laws:and negWilLions of the Sithe of Texas acrd City An 11 be strictly complied with. C 6-65 PUBLIC SAEUX AND CQA ENJENCE: i++I:3terials or equiprruent stored about lice work shalt be so placed and used,and tJte worn shall tet all tinx s be so co iducted.ai let cause no greater obstruction or imuiivcnicnce to the public than is eousidered to be absolutely nmessaty by the E rarer.The Coat=ror is mclui ed to tnai nim at All times nil phases of his work its such a nuumer as imt to impair the safety or convenience of the public, iccluding, but not limited to, safe and convenient ingress and egress to propftty.coadguotts to the work area. The Contractor &hall nma adequate provisiror to render renonable.ingvess and egress for normal vehicular traffic, except dLu-iug actual trenchmg or pipe installation opemtiorm' at all drivewo y crominp Such provisions nay include bridging,placement of crtubad stone or gravel, or such other means of providing proper ingress and egress for the property served by the driveway as the Ejigiaeer may approve as ap ffopriatc. Such other mmus may include the diviorsron of dnveway traffic, with specific approval by the Enginmr. Irthe diversion of trallic is approved by die Engintmr.at any location,the Contractor s h511 make ar=&-e'merits wtksfactuTy to tho Engirwer for the diversrou or Frau..:, mid shall, at his own cxpe=e, provide all rnatcnds and perforin all work necessary for the cpn,truLtion [toll rnaintconuc of xaadvmys and bridges for such diversion or trai'fe, Sidewalks aunt not be obstructcd ex.ccpt by spwjal Perm jssiun o f the Enguucr_ The nuwtcrials cxcai atcd and the construction material such as pilin used in the construction of the wssrk 5ha11 be placed w as not to endanger the work or prevent free access to all live hydrants, fire alarm baxea, police call bones, water valves, gas valves, ar munhvlas in the vicinity.The Developer andlolr the City reserve the right to remedy any neglect mi the part cI'thr onhmctar as regards to public conwnie=. and safety which rrmy come to its attention, after twenty-four hours nuticc in writing to tate Coatracbnr,;savr in cases ofe necgency whrn it.shall have the ri&to reawdy-any ncglcet widIuut notice, and in citriu case, the cost of stab work dune or materials rurmshcd by the Developer nr by true City shell be deducted from monies dere or to became due €o the Contractor_ C:6-6 (l) u , TE . CITY OF FORT WORTFI WATER DEPARTMENT PAIN C—GEN MAL CONDI7' ONS The CoutraOny,afirr approval of the-Engineer, shall no.* the Fire Depar"n t Headquarters,Traffic Enginetr, and Police Departwn4 whe n any strinet or alley is clnscd ar obstrnelcd or any rice hydrant is made inaccessible,and, when so dimted by the Engineer, shat] keep arra+ street, s rCrts, or highways, in condition for unobsti=red use by File approws. The Contractor shall promptly notify the Fim Dcparb=ut Htadquaitcrs when all such obstructed slrmm. alteys, Dr hydrants Are again placed back in scrvicu. 1Wherc the Contrwtor is requires to cotiL'FLnwi temporary bridges or maks other amauge=nts for crossing over ditches or streams,his respamibility for accidents in confection with sucb crossings shall inulade the roadway approaches as Weil as the struetum.q ofS=h 4,1tossings. 'she Contractor shall at all times conduct his operation and the.use of construction machinery so as not to damage oir destroy It= and shmbs lomwd in ctose proximity to of on the site of the work. Wherever nay such damage may be done, the Contractor shall iiQurtedintely satisfy all ciainis of property owners, -and no psayrrwnt will be simile by the Developer in mUlcmeot of such claims.The Coontmctvr shall file with the pzgi=ur x writ] n stinal showing all rode elaiztrs a djusted_ C 6-6.6 PLUVIL.EGES OF CONTRACTOR IN S'tREBTS, ALLEYS, AND RIGHTS-OF-WAY, For the perfemmuce of the cantxect, the ContracW will be permitted to use and occupy such portions or the public streets end alleys,or other pobtic places or other rights-of-way as provided far in thO o rdinances Or the City, as.Stinum i R the ContraUt DncuMrnt3, or as tiwy be sgecirscatly autI.wdzPd by the Engineer. A raasonablc amount of tools, materiels, and eyuipruent for construction purposes may he soared in such. space, but oat rrmre dwa is necessary to avoid delay in the coa9tructian operatiom. Pxcavaled and waste materials shall be piled or stacked in Bach u way as not Io interfere with the use of spaces that may bc� designated to be left free and unalaatrucW and so as not to inconvenience occupants of adjacent praparty. If the street i.� occupied by railway tracks, the work shall be carded on in such i7t mm-as not to interfere with the opmdon of trai m. breeding or unlaadiag of cars,.etc, Chbcr contractors of the DnvckgxT or the City may, for all pcaposm required by flies cuitract, enter upen the weak premises-used by the Coiat=tnr and shall be provided all masonablc facilities aril amislnnce for the cnmFrletion of adjoining work. Any additional g uunds dwd:red by the coo tractor for leis=s;Ivdl bac provided by hum at his own Gast and exprnsc. C 6.6.7 RAILWAY CROSSINGS: Whm the work eiuruacbes upon any ribs-of-way of any railway, the City will sec=thr nooemaay easement for the work.Where the railway#rack*,are to be crossed. the Con actor sball obvr:rve all the iegulatiotm and ii:'staucHansc of the railway company as to the methods of performing the work and take all pmuavtinns for salcty of prvpert:y and the public. Ncgotiations with the railway rorrIpa6es fur per-mils ;sllalI be danu by and thtonUh the City. 'Elie Coaftaclor shall givs doe City notice not less than rvc days prior to the time of his iniralians to Begin work on that portion of the prajezt wh h is rolatrtt to the railway properties.T)sr Contractor will wt br-given extra or add!tional cowpeasation for such railway arwsings Unl=aptciltcally set forth in tit ca=tu I nkocutwnta. C 6-6.8 BARRICADES, WARNINGS AND WATCHMEM Where the work is vatried on in or adjaccut to any 3tree4 alley, or public place, the Cont metor shill at his own expeme fumssh, emct, turd maintain small harric adw, fence-i, lights and Bang= signals, shall provide nisch watch.nizs:n, and danll take all such other precuutionnry ineaswti g for the protection of persons car p perty arae of thr work as are necessary. 1;iamrades-ind ferims shall he}alerted in a calor that will be visible at night. From sunset to sunrise, the Contractor sisall furnish and rnasntain at least one ea-ily visible boning light at each Wr icada. A aufbcient number luf barricades st l be ere'cte`d and uaintained to keep prdestriams away fmM and vehicle-9 fi-em being driven on ar into. any work under col arwtion or b6jig maintained_-Me Cos7trac[or shall Ainish watchmen and keep there at their re. etive-asaWwrmLts in sufficient numbers to protect the work and prevent auddent or damage. The t;,ontroctor will be hold respmuible for all rinrtroge la work ar Iiia public clue to (a ii= of b rricades. signs, fences, lights. or walch=n to protect Them, Whenever evilene tar found of=h daimgc to the wod, the Engin=r may order the damaged portion irnmeclialnly rernaved acid mpluced by the Con naor at the Conta'setor's own exp c. `lire Contractor'n resptansibiIity f'orthe maintenance ofbarFicades, signs, fences and lights, and for providing watuhubmshall not casae until ibe lsruject alhall have been completed and accepted by ilia Daveloper_ No comp=ation,except as specifically PmVi+led h0lieee Crxilract Documanta, will be paid to the Coaitmulor for the wane and materials involver] in the ctangtrtPct*, Oviding, and niaintairAng of bardudes, sigais, fences. and lights csr for snlarks of tvatrhnwr4 for the subsequent removal and diapomal of smb barricades, sigm. or fur any csdwr iiwidssitals necessary for the propos protsoeWn,safety and coinwnience of the public during the eontiact period,as thin work is uomidercd to be sulssidiary to the;several items for whiub unit or lump mwn prices azo requested in the Propose L 6-G( ) CFT'S`OF FORT WORTH WNFER DETAIRTl4TE T PART C—GFNF.RAL CONIDMONS C G-G.9 U 1v OIa E"I.C)SIVF�5, D OP V4r ICzJ T, Mr, ShQuhd the contractor elect to use exploxivu.dmp weight etc., in the prosecutiun of thin work, die utmost carni shall be exercised at all times.so as not to endanger lik or property, 'Me ContraelQr shall notify the proper tcpwscntaliyc of any puhliC service cnrporatiaa, any company, individanl, or utilily. the Owner, and We City of Fort Worth, nol lis than eight hours in advaucc flf the uric of any activity which might d;ur�,ge or endanger their tar his Inaptrty along or:sd rent to the wink. Where Meeting is la be permitted on the project,as specified in the SpecW Contract DocummW, do Cormator slui[l mibmh his blearing procedures IG The Engineer in writing prior to commencing and sluill funtigb evidence that his insurance carrier doge.;nal Object to these blasting procedures. All clairris slsail be investigated and a written ruport made by the insurers to the Engineer within ten(10)clays Aur receipt of written notice to the C ontraetor of lbia claim, by either (he City, the Developer or the clairrmnt. if claimant givwt verbal nader lr shall be icqucated to verify the c$aim in writing, lu any case,ho waver, the City and Developer shall proceed to give batlu wrbgl and wrinta notice to the Centractrar. Blasting may be sir_simnded by the Engineer if n aubstsntial tivmbct of complaints are rece ived and blaati.ng sba ll not be resunwd until the rause of iha rurnplaints has been eliminated. Whenever explosives are stored or kepl, Ihey shall be stored in a Eafe and secure manlier and all storage places squall be plainly marked "DANGEROUS EXPLOSIVES" and shall be under the care of a cornpetent watchman at all fines. All vuhicles in Which aApinsives are teeing trnr ported *s1l be plainly marked as mentioned above arra sball, imefar as possible,wt u8e hcnvy traffic rauirs- C 6-6.10 WORK WCl'1-l1N EASEMM'S- Wherc the work pmscs over, tmaugh, or into private propLity, the City will provide such right-oF way or easement privileges.as the City may deem necessary for the prosecution of the-work. Any aMitional riAts-of--rvay or work area considered necessary by the Contractor elmuid be provided by Wul At his sum cxpea�c, Thu city shall be notified in writing as to the rights ser acquired before work begins in tine affected area. The Cunt nevr shall not enter upon private pmpurty fM an}►pwgxjae withcsut having pruvi0u1aly obtained permission from the awuarr ofsuL1 property. lhc.[:antmaor will not be allowed to stere cquiprumt or mntCrinl nn private property unless =d until the gwcif wd aappraual of the properly ow aty tans been scourrd in writing by tire.Cmilractur and a copy furnish, to lire Engineer. Unless specifically provided uthexwi&% the C'on"e[Dr shall Oc,Ar all rights-af wiry or easements of obstructions which rnurst be removed to tn<ake po&s ible proper prosecution of the work as a part of the project c.oustniclion oparxtiorug, The Canwtor alkali he rmpatisible €or the lsri:sexvaetion of and shall use ('Very pacer.-autton to.prevent damage to all trees, shrubbery, plants! lawns, €encu, culvert;, curbing, and all other types of structures or h np rovementm, to ail wager, rawer, and gag lines, to all conduits. overhead polo Imes, or appurtmnnces therenf, including the construction of tempnrary Fvr=.5. and lir all othrr public ur privute property along or adjacent to the work, The Contnc for shall iw fify the proper representatives of owners or oocupants of public or private lairds or interest in lands which rnight be affected by the work. Such notice simlI be made at least 48 bolus in advance'of the beginning of the work- Notices xhalI be applicable to botb public or private utility campaauies or any corporation, Company, individual, or vthtar, either as owners or nccupants, whose land or interest in land might be affected by kite work- The contractor shall be reWnsible for all darnage or h jury to pmprrty u f any character resulting,from any act,omi ion, neglect, or misconduct in tlia manner or method of execution of Lire work, or at mny time due to defective work, matnsial, or equipment, and said responsibility shrull ixtit be rtleascd until aver the wide shdB have b=n ranVhetcd by the Cbn"etor and aacep2d by tl,c Develop=. When and where any direct or indirect darmge or irqu is dune to pablin or private rrroperty on recount of any.act,-orrussioil, neglect, or miscormfuct in the execution or the work, or in consequence of the nes-excwsuuon thereof on the part of Me Consractar, he sball restore or Irave restored at his own cost and expense such property to a condkion at ;am[ equul to that existing before such damage or uJit y was doh r;, by repairing, rebu jk tri or oilrermse replacing and restart ig as nary be directed by the Engineer, or he sha I I make goad arch.danmgm or uujury bL a rnmuier acceptable to die owner of the pj�4spc" and the Engineer. In case of l-,ailure on the kart of the Cantraolor to restate auclu property or make good such damage or injury, lire Engineer may, upon 48 how-s written notice under ordinary circumstanova, end without notice.when a nuisance yr hmardous- I wridition results, proceed to repair, rebuild, or otherwise restart such property as may be determindd to be accessary,and tate cast thereby will be deduu d from any nusiaes due or to become due to lire Cont<-actor under tbh-Connct. CCS-6 (3) I C'fTY OF FORT WflWrH WATERDEPARTMIJNT PART C—GENE A .CONDITIONS 6-6.11 CQNTRlI=R'S RE O SlBlUTY FOR DAMAGE CLAIMS: ontracttsr cvvemnts and agrees to indemnify Duvelalaer'i�engineer and its pmiorinr;l at the project site for contractor's sole negilgbn�e. In addition,Contractor covenants and agrees to indemnify,hold harmless acrd dekcnrl, at its awn expense, the Developer and the City,hair officers, wi valnts and eniployecs, fiom mnd agaia�t any and all claims or suits for property las,% property damage, persmat injury, inchaling death, ariairng out of, m alleged to arise out of. Ow work and services; to be performed hcreuu6u by Contractor, its offkcM agents,cnrtployccs,subcontractors,U emees or invitte,,s,whether of not any such 1nhirry, darrrame or death hs eatts , in tVltyfe or M Prlf'f, bE file ortLU&enee or atUe ed if ndl errce of the DeFdoper or the ChV, their offfcef:9, vervants or ewployiws. Coo$acior likege covemats and agrees to indemnify and hold harmless the Duntaper and the City fruro and against any and atl injuries to Dcveloprx m City's n#frcers, servants and employee&and any damage, loo or dcsm,ction to propoM orthe Developer or the City arisinZ from the performance of any of the tm TM and conditiotns of this Contract, Whether Or yof arry such t PiurF of da.710-ge&eauW M s ho&or In part by e smilsewce or&UezO negfeken a of1he Developer or the City, thi5ir af#r-hers,serpants or erifpfoyie s. In the everit the Developer or the Oty r=ives a written claim tar damages against the Contractor or its subcofntmctm prior to final payment, final payment shall not be madc until Contractor either (a) aubmits to the Develaper and the City satisfactory evidcnce that the.olairm has been settled ondlor n release frorn the claimant invotved. or(b) provides Developer and the City with a tetter from Contractor's liability-kwwanca carrier erknowlad&g that the claim bay been relbrred to the insura nce camor. the City or the De veloper tumy, if deemed appropriate, refuse to accept bids an any other Dcvclq)ier or City or Fort Worth public work from a contractor against whorls a claim for darnages is autst=6ng as a milt of work ferfan d kinder a City Contract of a Developer-Awarded cornrmn ity facilities contract_ C:6-6.12 CONTiCAC." DWS.CLAIM FOR DAMAOFS. Sbould the Contractor claim compensation for any allogcd darmige by reason of clic acts or amhziorts of dw Develuper or the City, he shall within three days after actual sustaining of such alleged €lamago, nuke a vMtteln statement to the Engineer, sitting out in detail tic nature of the alleged danMu,and an or before the 2P day of the mmffi swcecdmg that ia which any such darrmge 6 claimed to have been sustained, the Contractor sWi file with the engineer an ibumi cd mon]Ct1t of the details aM amount of such nlleged damage and, upon request sbalt givt the Engineer oct=s to all beaks of account, receipts, vouchers, bills of lading,and other hooks or papE;rs cnnUdn g any evidence.as to the amount of such alleged daniaga. Llnlcss such statements shall he filed as herein abnvu required, the Contrw gar's claims for compensation shall be-waived, and he shall not be enfith4 to payment en account of such dammges. C 6-6,13 ADJUSTMENT OR i ELOCAT30N OF K}BLIC L M. .ET-C! In case it is um:cssary to r-hange, move,of alter in any manner the property of a public utility or othus, the said property shnli not bn moved or interfered with until orders thereupon have been issued by lire Engineer. The right is rescrvcd lo the owners of pubin utilities io enter the geographical limits of the Contact for the pufporc of making such chunges or repaits to their property thar may Ino nec�-Rt;uy by the perfurviamn of diLhz contract C 6-614 " WORAR _SENMR AFS DRAIN CONMEC:TIONS: Wben eyasting sewef Limes have to b.e tarn lap or rerrv,ived, the Contractor&hall. at his own expznse and cast, prnvide.aud nudiatain tenTomrry oudeis and cotmections for all private or public drains and saweus,The Qmtmcfm shall also takt c:mr of all sewage and dnirage wMch will tie received from these dram and nwcrs, and for this purpose he shall provide and»,risen-at his owns cost and expense,,adequate pumping facilities and temporary outlets or diversions. The Cowiactrr, at his own cost and expense, shaIi construct such Tumghs, pipes, or Other structures uurasary, and be prepared at Al times to dispose of elreina,ge and swage received from these tcmparary utn=,duns until suuk [imus as the petmanent connwiotrs are built and are in service. The existing sewers and connmtooas shall be kept in service wid mainmi=d under the C-ontract, except when speaified err ordered to he abandoned by thr Engineer- All water, sewage, aad other waste shall be disposed of in a satisfactory manner so Ibm no nuisance fit cheated and sir that the work under construction will be Adequately prtrtected. C 6-6,1S ARRANGEMENT AND UHARUES FOR WATER F-f1RNISHE-1] BY TRF.CITY: When the Contmctnr desires to use City water ire connection with any constrracr oa work, he shall make complete and satisfactory arrangements with the C6- (4) CITY OF FORT WORTH WATER DEPARTMENT PART C—GEN ERA. CONDITIONS Pcsit Worth City Water Depa,-trncnt for so doing. City water fiiraisbed to the.cantractor shall bt:delivered.to ilu Contractor liom a conn ctiois on an existing City main. All piping requited beyond[lie pahrt of delivery shall he insral-Ird by I lie Conluictor at his own expense. The Cantr7eit is responsibility hi Ilie use of all existing fim hydrauts.andlor valves is detailed in Sediun E 2-1.2, USE OF FIRE HYDRANTS AND VALVES,in rhege GeneraI C'ontractDocurnents. When relates are used to rwamme the wader, Ilse charges, if any, for water will be at the: regular established rates. When meters am nut used, The charges, if any;will be as pi`escribed by the City ordinance, or where no mdinanvc applies,payment AAI W madc an estimates and rates established by-the Director of the Fork Worth Water€X?arlment. C 6-6.16 USE OF A SEC']'ION OF PORITION'OF TIM WORK: Whenever, in the opinian of the Engineer. sny section or portion of The work or any structure is in sellable wndidwk it may be-put into use upon the written order of Hie Engineer, and such usage sir,d I not be held to be in any way an acceptance of said work or stnwture or any pa a thereator Rs a waiver of any of the provisions of these Qmftae t Documents. All necessary repairs and removals of any section of the wurk so put into use,due to defective rri�tterials or worhumnship,cg4rmn.ar to dof+i6ml oval-atiorts on the part of the Cantractor,shall be performed by the Contractor at his own expense. C 6-6.17 CONTRACTOR'S RESPONSIBILITY FOR THE WORK. LTaW writttln acceplunce by the Devek4wT as provided for in these Contma DocamepiK the work shall be under[lie charge and care of tie Cnntractnr,and he shall take every necessary predation to prevent injury or damage to the vsmrk or any part thereof 1hy action of the elements or from any cm lse whatsocvor, whcther wising from the execution or nor#-execitWn of the work. The Contractor shaU rebuild* repair,restore,and make good at leis own expeme all mjurics or danmgc to ally portion of the work b0casioncd by Buy of the herein causes. C 6-4,18 NO WAIVER OF LEGAL RIGHTS- Inspection by the Engineei or any order by the Developer for payment of money nr aay paynverrt for or acceptame of any work, or any extension of time,or-ony posaessioa token by the Developer Or City 45hAT flat oPcrste as a waiver of any provision of the Contract Documents. Any waiver of any bremb of Contract shall oat bL hetet to tie a waiver of any other or nLU&Nueni breach_ The Dmcloper reserves the right to correct any error that ma y he discovered in;kay estimate that may have been paid and to adjust the sates to meet ilio:requiem=-=:(if 613 Contract D)curnenbi_ C 6-6.19 PERSONA L LIABLLMY OF PU13UC OFFICL4LS- In carrying out tic provision of tfreso C:onirac t Documents or in ewmisiog any power of authority.granted hereunder, there shall be na hability upon the authorized representalivos of the City or Developer,Dither personally or odmrwiw, as they are agents and relsxesentwive�of the City er Developer. -020 STATE SALES TAX: On u eonmct awarded by the City of Fort Worth, an organixadon which gvlalifies for Cxvmption pm-avant to the provisions of Article 20.04 (F) of t11e Texaa Lirniled Sales, )mise, and Liss Tax Act, she: Contractor rrmy p=hase. rent or lame ale rnatcbais, mWhea. equipumm used or c:orwumad in the pcd'oarfance of this contrac t by im tM to tris supple x an excmption cer6fzcaW in lieu of the tax,said exenvition cortificate Convplying with State C omptrolkw's puking MAO.Any such exemption certificate issued by the Contractpr iii lieu of the tax sha U be subject to the provisions of the State Comptroller's Ruling#95.4.09 as ameadrd to be cM51-five October 2, 1968. On a contract awarded by a developer for the construction of a public ly,.awned improvement in a street right-of--way or I other casenwra which hss been dedicated ter the Public and iht City of Fart Worth, an orgauizatiott which gnaliFWd for exemption pursuant to the provisions of Artiaie 20.04 (F) of the Texas Un:&ed Saha, Excise, and Use Tax Act, the Contmotor can probably be exempted in the same rimmor stated above. I Lime ted Salrs,$u=-and Llsc Tax perrx*%r: an be abzainod From Goinp"Ilcr o FPubl is Acecxinls Sales Tax.Diviuion capitol Station Ausbu,Tcxas 6-6 CM OF FORT WORTH WATER DUPARTKENT PANT C--L:E NERAL COND177ONS 6-6 (6) CITY OF FORT WORTH WATER DEPARTMENT PAIN C -GKNER-AL<:ONDCIiIONS SECRON C 7-7 PROSECt1 RO f AND PROGRE C 7-7.1 SU13=llt G. No portion of the work eovcred by diff-= Gmtract Documents. except contraicts Gor prunliase and delivery o r nicterials,shall be s ublet without written permission of the Rn i rrc r_ 71ic tvontracLar shall perforrn with his uw11 tugnnizntion, and with Clic assistance of workmen undrr his irrwwdiato.mp.erinteit&acc, work of a value of less than fifty (50%) portent of the value embinexci in ft conitsict. if the Contractor Nubleta any part of[he work to he duno under those Contract Documents.lir will coot under any ci.rcaumata aces be relieved of the responsibility and obligation assunwd under these Contract Dorumenls. All traneacti-am of the Et gtWer will be wide die Contractor. SubcmLtracturs wi11 be considered uniy in the capacity of employees or workrnen of the Oonlrartor aixl shall be subject to the same mquimments as to The charaatcr and cnmpetency, Tbz Engineer will not recognize any suhcontraactor on the work. The Contractor shall at all times, when the work is in cperation. be represented either in person or by a superintendent or miler desisted representatives. C 7-7.2 ASSIGNMENT OF CONTRACT-The Contractor shill nat assign, &amft r,sub]at,c4mvay, nrvdier9vise.dispost!of the contract or his rights; title, or interest in or to the same or any part thereof Zvi thuut the previous i<m sunt uF Ilio Duveluprr and the F ngii mr,and tine concurrence of the Snr6ties, if the Conti vA*r does,wiihnut Brach previous torment, assign, tmiisfer, sublet,convey, or otherwise dispose of the contract w of his right tif.le, ur intweA thumin or any cram thumuf, to any person or persons. partrwrsiiip. cumlaany, firm or corporation, or does by batdmiptcy, voluntary or involuntary. or by aR$ignrrmnt under the lngolvcncy laws of say state, attempt to dispose of the contrW at rmelkc dofhult irr or nhandon said c ant=4 then the tomcat t Emy, al.the option of the Duvcloper lie revoked find aamulled, wlless the Sureties shall sucressfuhy complete said cannact, and in the event of such rovocation or annulmml.-any tnaries due or to linonae tide wider (Pr by virtue of said contxaact shall In ramhx-d by the Dtvelopesas liquidated damn ges For the reamen that it would be bTracticWile uitd extremaiy difculI to Fix the actual darrjl�gjen. 7-7.3 PROSECUTION TTTON OF THEWORK-- Prior to bogirLning any coTistxuctian o"tion, rte Contractor s.hatl submit to the Eug.ineer in five€w more eopiM if iequcstcd by the Fagi=er, a progress sthcdulc preferably in chart or diagirun f or a brief outlining in detail and'step by Acp the ronm=r r of pr outing the work and ordering malcrials and eyuipn)=t which lie expects to follow iu order to complete the project in the scheduled tkw-There s twIl also be submitted a table of csri n ted a rriumb,to be tamed by the Cdaftattor during each niotrtltly eat innate period, I The Contramw shall eoammnce the work to be performed under flr s contract witlrlu the brut limit stared in Riese Contract Dommcnts and shall conduct the work in a continuous manner and-with sufficient equipment, nialeiUb, acid labor as is nccegsary to insare its compldivn with the time-Unnix_ Tire sequence ofall construction cVeraliotss shall be,at all times as speci&d in the Spe6al Contract Docutnews or approved by the Engiteer, Such specification or appfaual by the Engineer shall not relieve the Contractor from(lie full responsibility of the curraplete parfbmianco by the Contract. Should the promcuti#n of the work be disoonthiwd ley itie Contractor. he shall notify the En ar at lent 24 haurs in ndvance Aresuming operation. lv 7-7.4]UMA'ATION4 OF OP AflONS=The xvorldng operations shall at all fans be conducted by the Coub-actor so as to create a rninimmii arnomt of inconuenicnon Lir the pubiie.At any dicot whoa,in the judgmcat of Life Engineer, the Contractor has obstructed, or closed, or is canying on aperations in n perHan of a strut or pubHo war greater thou is nwzssary for the proper execution of the work, the 1?ngimer may require the C:ontractgr to finish the section on which operations are in progrcw before the work is connueaiced on any additional sr=tiou or street. C 7-7,5.CHARACTER OF WORKMEN AND EOUfPM-E T: Lacof labor shall be oased by the Contractor if aunilsbla.The Contractor may bring in from otitside ft City of Fart Worth his key men and his superintendent All other worinnen, including equipment operators, may he imported only after the local supply is exhauated, The E'ontrnttrr shall enraploy only such superintendents, foremen, and workinta who axe careful, competent,and fully qualified to perform the duties or tasks assigned to there.and the Engineer may dcroand and &ea'ure the snimnary rlisniissal of any person or peMotis enyiloyed ley the Contractor in or abotit or on the work who, in the opinion of the Epoieer, shall misconduct blinself of be found to lie incompetent, dismspecftl, intemp>«rate, d simrnest, or otherwise objectionabie or ro lectfuI in the proper perfooittanee of his ar thi!ir duties, ur who neglects or refuses to damply with or carry out the directions of the fsnginw, and synch person or porous shall not he orTloyed again thereon without written consent of the Engi neer. All wurkmen"I have sufficient ski 11, ability, acrd experience to property porform the work assigned to them aril opgrar* C7-7 (�) CFff OF FORT WORTH WATER DEPARTM-ENT FART Cr--GENYIERAL COND1770ISS any.equipment necessary un pmpurly-carry out tlrc Fedora ancz�of the assigned duties. The Contrac-tor shall ftimsh and maintain on the work all such inquipni"t as is considered is be umcsssary for prostcutioll of the work w an acceptable neuArltff and at a satisfactory rate of progress. A11 equipment, tools, and machinery used for handling materials and executing arty part of d-w work shall bc-ssubjrrt to the appmvaI of the Eagit r and shall be maintained in a satlsfWtary, sate and eCficieut working conditimL Bquipnwnt on arty portion of the work shall be simis that no-injury to the work, woYkmen or adinceni property will result from its use. C 7-7.6 WORK SCifED LE. (✓lapsed working days shall be computed starting with the l3irst day of work completed as defmDd in C 1-1.23 Wincing Day, or the date stipulated in the Work Carder for #i�ginuing work, whichever coag fust. Work shall be perfarnted only during the regular and accepted working hours usually considered to be between sunrise and sunset. No work shall be performed during nights, Sundays or regular holidays unless spwal pernissicm is given by the Engirmr. Any smh permission steal I ncrt obligate the Daveluper to nuke additinaa I or exffa payment to the Contzactoon account of such work. TuWwr,should the successful bidder desire to work a regular constntc;tion sche&le on bid item work in excess of nine and o half(9 ) hours per day, Monday thrcnrgh Friday, it shall be required that he submit a wrxk schedule to the F i;irsecr for appmvel prior fn initiating wvo-rk on the project..Spacial authority Shall he obtained to work on Saturday.Sunday and holidays.Approval to work on Sahu-day,5undny or Widays shal I be obtairsed intbmw I ly ibmugh the project inVect ur with a irq=gt by Thwsday prcceding the weelcmd, if possible_ On C.alcudar Day pmjec ts, thr C'ontrat;tet shall be permitled to work as he so denims. 'Phis.approved work Schedule shall nat be clanged by the CntmeLot wiflxml written approval by the Enimer. A Work Day for 1wrposes of keeping cork tuct lilac has previous.Iy been defined in paragraph C 11.23. Kowever. notbing in these Conftct Documents abnf#be coristrued as proltilritirg the Conduclor f oro Working m Saturdays, Sundays Lx legal ho3iday� if he so desires and providing that the requirement4 as set forth in Ifti5 paragaph as.to stlteduling are fully ntrL Should dit Canirac[or cbmse to work on Saturdays $amdays or 1£gal holidays, a=clay will be clurged as contract working tine wren weather or atha;r working rondidons permit seven(7)hDu.lrs work as delineated in Paragraph C 1-1.21. C 7-7.7 TIME OF COMMFNC13Nffi-NT KND COMPLETION: 'The Gontmetor shall cunumixe the working opesatians 9within the-firriespac ified in the Comb=Dncusttents and set ferth in the Work Order. Fail ure to do so shall be comidered by the DowJopir as abundonmunt or the Contract by the C'antractor and thv City may proceed as it sera fit. The Contractor sWl luaintam a rate ofprag s surb as will ins= that the whole wvnrk will be performed and the prmises cleaned up in ae-cardanee with the Cot�rat1 Dmumrnts and v4thiu the hoe established in such dacumonti and such a:xtrarsinu of tittle as may be pmptrly+authwircd by the City. C 7-7.8 EXTENSION OF TIMIR OF COhQ)'LC' 0N. The Contractor's rt qL=t fbr an extumion of time of cuntplesson shall be considered only whim dm reque: t Fix such cxteitsian is subt tied in wridgg to 11z Engineer within i�evc t dayu frim am after the time alleged caugie of delay shall leave occurred. T 1w Engined &hall notify the Contractor within seven days after receiving the request for extewdon of the proitable Tecrkmrnendntion to the City Coumi1. Shuuld ail extensimi of the time of compleliun be required,tho request will be forwarded xith the Final job estirrWe for approval by the City Council. In adjuAing the contract fare Fur wvmpkiien of work,com1dcrntiost will be given to unforeweable causes beyond the control of and without the rooll of negligence of thu Contractor, including bort not limited to acts of the public emmy, aQts of the Developer anEVor the City, Jim. t1wd, tornadoes.epi mics. quarantine restrictions. atrikeg, Frui$,Est emhargou. ov belays of subeontrs Chris duc to such canges, When the data of rdmpletiina 1$hased on a calendar clay bid, a requeffl Far w tendon of time bccause of inclement wtathcr will not br-cowidcmd. A rrqurst for exterminn of time due to inability to ubtzin supplies and materials will bt tansidudd only when a revie w of ilia osftractor's pu rchme order dates and-other pudinent data as mqueStcd by Lbs En& r indicain dial the Coatractot has rr adt a bona fide a[tcnvi to smure delivery an tune. C 7-7.9 FATLURE TO C:C1MPLE'TF ON TIME. The time of mipletion 1s nu �sseniial elemGnl of the contract, F,ach bidder LIP shall indicate in the appnVriate place on the Iaat page of the PrOP09511 tlit nutabor of working days or calendar days that he will requim to fully camphle this cnatmv1.The numl-er of days indicated shall Tie a realistic mftrrukte of the tune ruquired to camp]fIe the work cover£d by the specific contrast being bid upon. The amount of time so stated by the-&nccessful biddcr will become the time of completion 5pecifnd in the Cannes±# Diwcumeao. For each calendar flay that any work shall remain umcompletcd Wlcr the tune gmucued in the Contract DacmTwi ts: or Idle inmmased tsrne granted by the Ownar of as automatically increased. by additimml work or materials ordered niter the cou"ct is signed, the sum per day given in die 7-7 ( ) CITY OF FORT WOIU 'H WA' F11 DEPARTMENT PA T C-GENKRAL CGA Dr ONS following schedule, unless,otherwise specified in other pasts of she Contract Doctrrr=ts, will be deducted fmm the rnonieo dui the Contractor,nol as a pe' hy,bw.as liquidated dR auges suffered by the Owner. AM01 TNT OF LIQUEDATED AMOUNT OF CONTRACT DAMAUMAR DAY Lesx than $5,000 $35.5}0 $5,001 to $15,000 i�Chmivr- $45.00 $15,001 to $25,000 inclusive W.110 $25,001 to $50.000 inclusive $105.00 $50,001 to $10[},0130 iuchuivu $154,00 $100,001 to MUM inelusivc �21Q.00 $500,ODI io $1,000,OW inclusive 5315,00 $1,000,001 to $2,OMLM0inelusive $420,00 $2,006,00 I and over MOM The parnts hereto undrrsssnd and awe that any Isarm to the City caused by the C:ontmctur'a delay in cnrraplcting the work hereunder in the tune sperifled by the contract 17acurneols wadd be igcapable or wtyr difficult of accurate estimdors,acrd that the"Amount of Liquidated Damages Per Day".m set out above, is a reasonable forecast of jusl campemmtion due the City for harm caused by-a ny delay. C 7-7,10 Sl_fs"5i0_N 13Y CUMORDER: The twontraclnr shall swpend+pem inns on such pal err parts of the work ordured b its mutt, end will not bo entitled lo additional c y y wry}G=tion by virtue of such Curt articF. Nriihcr will lsc ba liable lo fly,City in that cvcut the work is musptridod by a Caurl Ordrr.Nri her will thr.Owner ht liable to the contraclor by v irtue of any Cotut Ordi~r or action f`dr which the Owe is dill solely tespomibhe_ C 7-7.11 TEWORARY SUSPENSION. ne jingineer shall have the awdwrity to SURMlal die work operation wholly or in part For such Perim or perlbds of time as he-tstsy 'deem accessary &C to tun dtable weather coadidous or any mbar unfnvarable canditium which in the opinion of the Fngirwer cause furthef proEecution of the work Io be unsatisfactory or detrimental to the interest of tl c pmjart.During temporary suspension of work covered by this cantmdF for any reason, the City will r=kc no exim gay=nt for stand-by lime cif cur tructiau equipment anwor t awtruct oro crows. If it should becuux ncce-many to suspend work fur an iiykfinite pvdud, the Contractor shall store all materials in such mala= that they will not obstruct or imped* the public vnn cmzn ily nor been= daumged in any way, and be.shalI lake every precatrtion lo prevent clarrage or dettriaradua of-the work performed; Ir-shall provide suitable d ainage abf3ut the work,an{I erect lempormr strtwtures where necessary. Should the Contrm tar not be able to complete a portion o1-the projeit due to m[r.46s beyond the control of a id without the fault or rwgligent e of the Conttaclor as Net forth in Paragraph C 7-7.8 F TENSION OF 11M TME OF WNTLEMN. I and should it be determined by mu#unl con-wnt of the Cbutractur and the Eagincer th t a solution to allow construction to I proceed is not available within a reasonable period of kiwi-, then the Cofitrauar may be reimbursed for the cost of mving los equipment off the job-aud returning the necessary equipment to the jab when it is determined by the Engineew that cvnsiruction may be reamed_ Such reimbursement shall be Erased ou actual cost to the Contractor of rnoving lbs equipment and no profit will he allov�nd_ No rt'imbursement sba11 bio allowed if the equipment is moved to uuothei construction project for the C-ty of Fort Worth_ I The Contractor sha11 not swpmd work without written-authority from the Engineer aril shali proceed with the work apmdoiis promptly whew pati bed by the Engineer to so rosuLm opomtkons. I C 7-7.12 TERMWATION OF CONTRACT DUE TO NA71ONAL EMERGENCY- Whenever, because-of National Enwrgency, so declared by the President of the Uisitt€1 States or other lawful authority, it becomes i ossible for the Contactor tb obtain all of the necessary labor, materials and egtripment for the prosecution of the work uilh rcawnable cant3nuity for a perked of loo rnonths the Contractor shall, within seven days notify the Developer in writing, giving a detailed statement of The efforts which have been wade and listing all necessary items of labor,materials,and eciuipment not obtainable_ IF of yr investigations, the Developer finds that such conditions exist and that the inability of the Comtraetar to prbce d is not attibutable in whole or in part to lite fault or neglecl of the Contractor, then if die Eleveloper cannot after reasonable effort mist the Cuntmefor to procuring and rroking availabIc the mces5ary labor, matErialm and cquipmeul 7-'7 (3) I CI'T'Y OF FfkWr WORTH WATER DEPAR'i'14'1ENT PART c:—GENERAL CONDITIONS within thirty days, the CQntractor may request the Ueveloppr to tetnvlmle the contract encs the Dem►ewluper.shall widen d ArTy days compty with the request, nod the turnination shall behued on a final settlement mutually acceptable to bods the DevOoper And the Colltimctor and final payment shall be made in accordance witli the terim of the agreed se#3enwnt,Which shall include, but not be limited to, the payment for all worse ewccuted and any loss sustained upon auy Plant or materials and reasonable profit thereon.bra not onticipatcd profits on work which has.nol been performed. C 7-1.13 SUSPM4910N OR ADANDQMdUE OF UM WVZK AND AIdidLlLMCsNT OFKM CONTRACT: The work operations on all or any portion or sm6un of thr- work under Contract.shall be r;=Vandcd it mmhately on written order of the Dtvc1uper or the Egginrrx. or the coatracl may be dcclarcd cancelled by the Develapor for any good and su ffic ienLxause.lb?-following rituy bn considered g immels for sLopcnsiva cu mmellftfiom a. Failure of the Oantractvr to commence work operatirms within iiia time specified in the Work Order issued by the Engineer. b. Substautial evidence That process of the work operations txy CoatracMr is kmfFresent to complete the work within the specified titre. C' pailum of tlui Commc cor to provide 21ad tnainb im suffwc ort hibor and egaipinenf le poroperly execute the working oputatium. d. Substantial evidemx Thril dw Conuacrot has alrai duped die work, V, Substantial evidence that the Gmtractnr has become hmol vent or banknlpt,or oterwist financially unable to carry on the wwks;sWfscton'ly. E Deliberate~ failure on the part of the Contractor to-observe any requirements of the Contract Documentsor 10 cofnply with any order given by the Engineer or Developer prnvided for in these Contract DommenU. g, Failure of the Conhaetor to promptly matte good any defect in materials or workrnunsWp. or any defeats of any nature, the cu rcr- on of which has boon dirccled on writing by the Eugu=r c r the Developer. lt_ Substantial evidence of collusion for the purpose of iflegally procwhig a contract or perpetrating fraud on the City or Developer u3 the cowtrurdDin of work under COEILWt i_ A substantial indication that the Cnntnwtor hag maria an unaudxxr zed assignment of the contract or any funds due &cre from for the benefit of any creditor or for any other purpose_ IF the Contractor shall for any cause whatsoever not carry on the working operation in an acceptable rr are r., A copy of the suspension order shall be served on the Contractor's Sureties, Waren work is suspended far nny cause or causes,ar wheat the contract is cancelled, the Contractor sbali discontinue the work or such part thereof as the Developer or Engineer shall designate, whereupon the Sureties amy, nt their opdon,assume the contract or that portion thereof which The Dove-loper or Engineer has ordered the GantractRsr to disconfinue, and may perform The same nr may, with the wriTten con&ml o€tlic Develuper and thr City,sublet the work yr that portion of the worts as taken c+ver. provided however,that the urelics strap exernim their optianz if at all, within two weak aflor rhe wnttcn nDhcu to discontinue the work has binum served upon the Contiactur and upon the Surelies or their authffnzed zgents, The Surnftes; in suuh event shall assume the Contractor's place in all respcets, and sh all Le-paid by the Developr far of I work porlbrmed by i here in accordance with Oic terms of the outset floc urnetim All tnai4us rc=ininmg dLw the C untractor al the tirrtc orf his default shall 111etiupon bccu= due and payable to the:Sureties w the work progresws,subjBcl in all of the toms of tfilo C13ntraCt DnCuments. in case the Sureties do not, within the here in abiwe speulfied time. exercise their right anti (Ppriau to a�smne-tW contiad r�spvrrgifaili#es, or that portion thereof which the Developer has ordered the Contractor to discantz mr, then the Developer :Shall have the hewer to complete, by contract or otheTTAse, as it may determine, the work herein described or such purl th=rrofas it may deem nenes5ary,and the Cantruetur hereto ngrves that Time DevelopershalI have the right to take possession of and use any matcnais, plant. teals, esluipi ung supplier, and property of any Bind provided by the Cantracfw fpr the purposr of candying an Ihr work and to procure other lams, equi fimani, rmterials. labor and ptopem#y.for the completion of die.wark, and to age to the account of thr Cux&actor of said comtrac4 expca.-cs for labor, materinN. tools. eyuapmrn� and all expen§es incidcaW therexsn_ 'I'6e rxpcusc so charged shall be dc&rte«d by dic Developer from such monies as may 7-7 (4) i CITY OF FORT WORTH WATER DEPARTMENT PART C -GENERAL CON be diw or may her:unic due.,at gay Ilrw thcrt~aitr to the Conttactar Under,and by 1virttbe of, titer Contmct or any part airtrof, The Develc r shell not br recluued to ebta.in the lowest bid lar the work of completing t1w contract, but the expense to be deducted shall he rlre actunl cost of such work. In case such expcase is less dials t1ie stun w1deh would have liven payable under The conharl if the same itRd been compleleA by the C,'ointractur, ihei4 in sudi wise, the dcvcloper may pay to Ilse Gontrac it the difference ill the cost, provided that Ilie C'on"ctor shiiii ikit be entitled to churl for damags or !or loss of ;mticipated profits. 1ra.case such c"nscs shall exceed the armunt which would Imve heen paynblo under the contract if the same had been conVlrtad by the Crfntrm1nrT then thew Centraclor gad his Si=fies steal I pay the amouml of such excess In the Developer on dative fiuni lite Duvcloper of th,clerss due. Wlw-n any pedicular part of rile work is being carried on by the Developer by cutitxact or otherwise under the provisions of this sw_cdm,4 the Cuntractmr .boll continue the rerrmindur of the work in confoatvty with the tmuz of the Contract Dneumenirr azul in such a ni=mr res to in w way hiuder or i iterkext with perfimnance of workman eaployed as above providers by the Dcveluper. Cs 7-7.14 TERM[NATION OF CONTRACT- The colrtmct will;be considered as having been frtlHed,gave as provided in any band or binds or by lore, when all the warp and al I sec tions or parrs of tate project covered!sy the Contract Documeats have been 1`urished and t!amplcted, thz! ritual inspection made by the Engineer, and the final acceptance and Fillet poynianl rnadt:by the Developer, C 7-7,15 SAJrE'FY METHODS AND PRACTICES: The Cor&atctnr shall wflintain x program of safety rrredwda and pmadces at all tinier.He✓;hall outline his program to the Deveiapef-und shall assume all responsibilities for its `oicerr al. C 7-7,16 SAFETY REfTR[C'1'IQ)N,5_RELATIVF, TO HIGH VOLTAGE OVERITEAD LINES: In confbmiky with the requirements Of Rouge Bill 1-IO 454 of tiro State of` oxas enacted by the 62 Legislature and nmde effective as law March 30, 1971, the C'onimetor shall not operate vehicles such as cranes, drrricka, pmva -shoveisx dii]Iing rigs,pilo driver's, boring riga, Waisting mactfines, etc., (backhoes or dippers excluded.), closer than ten feet (10') from any high voltage overhtad eleDtrical lines without hawing an insulated cage type guard about the boon~ or arm. =d insulator Links an the lift Look conncctiom ti Each vehiele in Lire categories specified above shall be lmxvid-ed with warning�iigns not less than Ova inches (5")by seven inches (7") painted yellow with black letters that cue 14ble ut t dive 1iet (12')- The wanting sign shall ectad as follows. "WARNING-UNLAWFUL TO OPERATE TIkI EQUIPMENT WCI'ON SIX FEF-T OF OVERIEAD 111011 VOLTAGE LLNE ."At least two warning signs.snail be placed on cacti vehicle, one inside in fall view of the operator and one outside in fall view of the opernWs assistant, When ae mq I[P work within six Not(6') of high voltage electrical povmr lines, Etre Contractor shall notiry the power cornpauy (Teras Electric Service Company) who will erect temporary meehaWcul barriers, de-energize the power line or raise or lower the Lincs. The Contractor shall maim in close liaison with the Engineer'on all reducers rna&of TE CO for providing protecRon or relief from High voltuge electric Iines. Tlie Fmgineer will maintain an accurotc log of key vicars associated with the Coidractor's requesf(s) tar service and the actlom taken by the power company- Work done by the power company to provide protection or relief from higb voltage eicctrical Bawer lines or devices shall not be made at the expeime of the Developer a City of Fort Worth; thus, the Coutmew shall he required to.make his arsaogenients with TESM,and any resni ting service charges shall be at his sole cost and exTense. I 0747 (5) CITY OF FORT WORTH WATER DEPARTMENT PART C-.GENERAI,CONDiTIO NS C7-7 (6) CITY OF FORT WORTH WATER DEPA FMENT PART C—GENERAL CON l}TI'IONS SECTION C 8-8 MEASUREMENT AND PAYMM C 9-8.1 M-EASUREMENT OF OLJANTITLES, 'lw dntcrrmoation of quantities of wink perfarmrd by the Contraolor and authorized by the Contract Documents#cerplably wtrapteltd undvx the tci-rna of the Contract Docuam nis, or as directed by the Engineer in writing,shall be made by the Engineer, based on nieasurer=nts treads by the Enginecr.These=asuren nW mill he made =Qn ing us the United Siailes Stxixlmd Mtmuirrrrenis testa in crniutxou practice, and will he tlir arcual length, amo,wild contunts,numbers and vmightis of the niatertals and Items i nsta€ted. VW PRICES,When in the Proposal a Unit Primo is set forth, t}oe said Unit Price shall include the f iniish*by the Contractor of all Mbar.Wuhr; mWerials, niarbiiiery,equipment,appii nces nW oppurtenarraes necessary for the construction of and elm eornpletion in a list-class, workniiinlike manner and nceeplabla coWldons of all work hi be Anne undr~r these C;utitract Dorimcu(s_ Tie Llnit Price AuH include all per imm t and tempurmy Protection of arcrhmd, surface, and underground structurcs, cleanup, fhAl'h. overhreAd expanse,bund, insumice, patent fits,rayaltirs.risk chlor to the clenoenis and other causes, delays, proFts, injraiies, damages, 41njms, taxes, and all other Reim not specifically mentionrcl dint may be required to fully ranstruct each itom of the wsuk tx=plete in place and in s satisfantory conditkm for operation, C$-$.3 SSE OF PAYA+�Ei�1T- The C'.ontrractor Fhat]1 reiye and ,wept the comlremar#ion, a.s herein provided, in ru11 paynwrrt for IWmi Shing all labor, lams, materials,and incideritals for perfornvng all wnrk contumplated and embraced under fiwa a Contract Docun=ts, for all lass and&mage'arising mut of thin nalure of the work or from dzc action of lite els totals,for any unforeseen defer is car vbsiructions which may adsr..or be encousrterarl during the prosecution of the work at any time before its fi oal acceptance by the Developer (except ns pnivided in paragraph C 5-5.14) for all risks, of whatever description. connected with the prsosecution of the work, for all eripeaw inctrrrQd by or in camoquence or sugper6sinn or dscontinu�Fmc of such prosecution of the working operatioas am herein specifecL or any and all infringerrrents of patents, tradettrarks, copyrights, or Otho Inpl reservations, and for caropIeting the work in an acceptable maoncr according to the tennis of the Contract L x unicn(s_ 'rhe paymarrt of any cm-rent or partial estbmte prior to finol acceptance of the work by the goner shall in no way constitate an acknowledgmrtit of the ar prance of the work, rtiaterials, or equipment, nor in any way prejudice or afrtct the obla tions of the C:ontr for to repair, coercc4 anew, or replace at his awn and proper expeusc, any dcftcts or iniperfi moons in tie constructiun ur in clic r}tronglh or duality of the matrrlal u2scd or cqu ipmtnt ar rna hintry finztished in or about the construction of the work under contract mid its appLu ter+Ances, or any damage duc or attributed to such defers, which defects, i nperfection'or damage shall have been discovered on or before the final inspection mid acceptance-of work, or during the one year guaranty period abler f nal amepratoee. 71w Owner shall be the Me.judge -of such defects, imperfections. or darmge.and the Contructor shall be liable to the Owner for failure to correct die same ns proyidrd herein. C9-9-4 PA RTIAL E TIMAT E ANT)RETAINAGE:_Between the first and fifth day of each mantle the Ca nttactnr Nhal I submit to the Digincer a statement shvwirbg an estin-ow of the value of the work dome during tete previous month under the Contract Docurrient8, Not lateE iWn the I0&day-of the month the Engineer shall verifysuch estinmte, and if it is found to be acceptabla and the volae of work performed sixu:e the last parliak fsaymunt was made exceeds one liuodred dallais in amulint,90%.ufsuch ustinuite-d mon will be paid to the contractor where the WWI contract amount:is less than SM000.00 a ndfar 95%of such es(iniated sunt will be paid to the Contractor where the total ccmtract amount is i W0,000.00 ar awM on or before the 15x'day of the rrrantlr hi whidi the Engineer opproves the esiimue. The City will hive the option of preparing extimates On foiTns furnished by the City.The partial estimate may include-acceptable nonpvrishitblc nuterials delivered to the work, which-are to be incorporated bits the work a9 u perinanent pact thereof, but which at the butt of the estimate Irave not1st5en irsW[cd; such paynrvt will be.aiiawed on a basis of-85%of die net invoice value dwxeof The Contractor shall t'urnish(lie Enginm such imromm lion its he may arrest to aid crinins a guide in the verifucadonof thepreparittion of partial estiirnates. It is ruoderstoad that tit partial astimotes €rum month to month will be approximatr only, and All partial month]y estimates -anti pytnent will bt sabjcct to correction in thin cslimotc rendered fallowing tate discovery of an error in any previous esdniarc,and Such cstimatc sbal I not, in any resphot; be taken as an admiss ion of the Owner of tht arrmmt of work desert or of its c1uwiry of srrfftcicncy, or as aro acceptance of the work &-me or the retcase of the Contractor of any of his responsibilit itis under(he.Contract Doctrrnent<s_ Retainage o r a I I partial construction pay estimmtes, whexc tate total cantraer remount is less than S4 00,000M (Four ITundrect CITY OF FORT WORTH WATER D PAR I MEN'i' FART C—GENFRAL CONDITIONS Thrioand Dollars) shall be ten (10) per cent of the amount dine for wort( perforrned. Retainage on all part%aol construct ii in pay estirrmtes where the total contract amorph is S400,00 car more, -UR he five (5) }ger cent of fire amount flue ftp wnrk perfurmcd_ C S-8.5 WITT14OLDING PAYl NI'- Nymoot on any Estimate for estimates may be held in a bi3yanue if the perfGmianue of the construction operations is not in aiccordaiwe wi th thr rcguirementu of the CCimtract Dmumetits, C "-0 FINAL ACCEPTANCE. Whenever the in4wavernents provided for by the Contract Domude= shall have bean coTTldted and all r>±quirernaft of the Caut wi Documents ehall have been fulfilled on the part a the Contractor, the Coatrortor ball notify the > nginezr in writing timl the imprwnmcnts are ready for the fuaml inspection. The Pngir;eer or Other appropriate official of the Ownez will, within 's reasontiuble time, make such Final inspection, and if the work is satisfactory, in an arc q:r�able condition, and corrrpleted its aecor&nae with thie tensa of Ilie Cbiitract Douumwrits and at approved modilicatiaaw thereof, the Fngin= will initiate the processing of the proal estimate and mc(immend rut-al acceptance of the projra Lind fina`1 paym&nl as outlier-d in C 8-8.7 b.clow. If the Engineer finds that the work has not been corMleted as meritiortcd above, he shall so advise the Contmator in writing, £urn:isl mg Mien an itanAzed turf of aaII knnvm items which are ncA in an ruae"bte aondidion. When tic Contractor has rxurerlted ail sauh items, he shall again wts`fy the F.ngincer tbat the pwject is apin ready for rural inspection, and the Lugineer shall prucced as orrtlincd above, C 8-8.7 FINAL PAYMt:h I" lbe.=m a of the itiVrovemeaits pmvidtd for by the Contrar-f Mm rrKmts and all apprrnxd nwdi.fications thereof shad have been completed and all requirements of the Contract Doeu=nu hove bcno fulfilled on the part of the Contractor, a final estimate sbowing tire value of tyre work will b- prepamd. by the Rggineer es soon as the necessriry mennmmmts,coanputatior s,nrld checks can be mine. All prior estimates upon which payment has beep omile.are subject to necessary comcdons or revisions in the final PaYmrxt Tht amount of the final estanutt, kss prcviorss payments and any aura that have been deducted or reWned under the provisions of the Contract Docurnenrts, will br paid to the Contractm within 30 days aftr fiend acraptanue by the Engineer, provided the Contractor#tins furnished to the Develepa sat�sfactcuyevidencc rrfpaymcot as follows= Frier to submission of the f na I estimate for payrrant, the Contractor shall execute an affidavit,as rurvished by the City,certifying that all per ns, franc, associations, corporatiow, or otber organ tions furnishing lubor atidlcar malcEi.ats have beta paid in fill, that dry: wage scale ea bltshod by the City CounoiI in the City of Fort Worth lias.been paid,and that there are w cloimspendingfor pesaorraI injury andfor property doymges. The aeceptanca by the Contractor of die last yr fel payn-ww us afrrresaid-shall operate as nnd-s ha I I re lease the Developer or City from ail clairm or habilifics under thr-CCflntract fpr tiny king doric yr furniaattcd or relafing to tha work under(Contract Docti+*vms or atny act at noa6ct of said Dcvcltopar er City la6ng Io or cwirmctzd with The Qmtraci, The maldrig of the fna I pay=nl by tho Develupu shall not relit ve the Contrnctbr of any guarnrtitees or i3thet regnhrmttiffi of the Cacct Docunrrntb that fitly tcmtinun tharcafler. C 5-8.8 ADEQUACY OF DESIGN It is undvmlaod that the Developer believes it has ernplvyed conVebent Engineers and dc&igncts to ptepmv the Contract Dacumr ars and all modifications of the approved Contrast Document& It ia, therefore, aagwed anal the Dcvtloprr shall be responsible for the adequacy of its own design features; sufficiency of the Contract DucutnrnK. that safety of thr structure, and the practicability of the operations of the c'otinpleted proiec� provided #fin Contractor has complied with the rcquirnmants of said CCositract Docunw- �, all approved modifiwiora-s thereat and addiflow and zdIeratium drescto approved in kvriting by the t}rvcloper. 'lire burden ofpmof of nich cvrMlianre shall be upon aw Contrnctur Io dww that he hoar autrt HiM with the said requirements of the Contract Dowarrmnts, approved rnodificstiuos thereof,sad all approved additions Lind ailteratiam thereto. C 8^, 8. ONERALGIARANITY: i eitber the final certifimte of Tm3anent mr auy provision in the Cuatrnct T>wuments not partial or cntim occupancy ofthe premises by the Mveloper or City shall co6stilute an acceptn:oce of work nru dome in aur,ord c with the Contract bncuniemw or relieve the Contractor of liability in respect ro any express watTarafies or responsibility for faulty =tori& or worlmarnship_ The Unntractar shah mraedy any defects in floe work and pay for any diamagc to other work tnult=ig there from which shell appear within s period of one year From the elate of final z=ptaure of tion work unlem a lattiger period is specified and shall fumielt at goad and suf'icienk mairttenanca bond in the amount of CS-9 (2.) CITY OF FORT WORTH WATER DEPARTMENT PART C—GENERAL COTIDMONS I GO perccitl of dw amount of the contract which, sha It assure thr!perforn)anccE of tho geneFai guaranty above aullkLo&TIV City will give notice of vbservcd defeas with xemunable prornpt msa, i I I I I I f I I I I I I I C8-8 (3) I -7- PART Cl - SUPPLEMENTAL CONDITIONS SECTION Cl: SUPPLEMENTARY CONDMONS TO PART C _ GENERAL CONDITIONS A. General These Supplementary Conditions amend or supplerntnt the General Conditions of thn Contract acid other provisions of the Contract Documents as indicated below. Provisions which'am-not so amended or supplemented remain in full force grid affiect. B. O8R8.5 PARTIAL ESTMATES AND RETAINAGE: Page C8-8 (2)#should be deleted in its entirety and replaced with the following: Partial pay cstirnates shall be submitted by the Contractor or prepared by the City on (lie 5th day and 201h day of each month that the, work is in progress. The estimate shall be proceeded by the City on the loth day and 25th day respectively. Estimates will be paid within 25 days following the end of the estimate period. less the appropriate retainage as set out below. Partial pay -estirnates may include acceptable nonperishable materials delivered to the work place which are to be incorporated into the work as a permanent part the-raoi', but which at the €tme of the pay estimate have not been so instaIJcd. If such materials are included within a pay estimate, payment shall he based upon 85% of the.net voice value thereof. The Contractor will furnish the Engineor such information as may be rnason: lhly regtimled to aid in the verification or the preparation of the pay estirilate. For contracts of less than $400,400 at the time of execution, retainage shall be ten per cent (10%). For.wnkacts of$400,000 or more at the tune of execution, relainage shall bc! five percent (5%). Contractor shall pap suhwntractors in atscord with the nubcantracl asrmmnal. within five (5) business days ager receipt by Contractor of the payment by City. Contractor's failure to male the required payments to subcontractors will authorize the City to withhold future paymonts from IhQ Conwactot umil compliance with this paragraph is accomplished. It is understood that the partial pray estitruiies will be approximate only, and all partial pay estimates and paymenl of same will be subject to correction in the estimate reiidtre€1 following the discovery- of the mistake in any previous estimate. Partial payment. by Owner for the amount orwork clone or of its duality or sufficiency or acceptance of Ole worts done; :shall not release the Contractor of any of its responsibilities under the Contract Documents. The City reserves the right to withhold the payment of any partial estimate if the Contractar fails to perform the work in strict accordance with the specifications or other provisions of this contract. C. fart C - GeneraI Conditions: Paragraph C3-3.11 of the Cinemal Conditions is deleted and i mpiaaed with D-3 of Part D - Special Canditions. D. G3-3.11 INSURANCE: Page 03-3 ({): Delete subparagraph "g, LOCAL AG 'C INSURANCE AND BONDING' Devised Pg. 1 i 10/24/02 E, Q6-6.12 CONTRACTOR'S RESPONSIBLUY FOR DAMAGE CL : Page f- (8), is deleted in its entirety amd replaced with the following: Contractor covenants and agm to indemnify City's engineer and architect, and their personnel at the project site for Contractor's sole negligence. In addition, Contractor covemnis and agrees to indemnify. Bold harmless and defend, at its own exllenn, the Owner, its officers, servants and employeez, 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 scrvic:es to be perfanned hereunder by Con(ractor, its officers, agents, employees, subcontractors, licensees or invite , whether or t+of any su lr r`rr ury. damage or death is cgusgd, in whole or is part, by the ngei`e ce or all ed rre 11 ence of Qwggr, its officers servants or employees, Contiackor likewise covenants and agrees to indemnify and hold harmless the Owner fivom atnd against any and a-H injurirs to Owner's officers, servants and employees and any damage, loss or destntction to property of the Owner arising from the performance of any of the terms and conditions of this Comract, Whdlger or rr01 MTV sur'h lrtire,T ar dameage- i, earrsed in whnl or r'rl papi bly the nEffikelice ur alleged a lire o )wXrr its o rersservuns or employees, In the evert Owner receives a written clams for damages against the Contractor or its subcontractors prior to final payment, final payinent 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 fib) provides Owner with a letter t"om Contractor's liability inuumnce carrier that the ela.im etas been referred to the insurance carrier. The Director may, if he deems it appropriate, refuse to acccpl bits on other City of Fort Worth public work from a Con.trartur agahist whom a claim for damages is outstanding as a result of work performed uncia a City Contract. F. INCREASED OR DEtw;REASED OUAN'l7' ESI Pari C - General Conditions, Suction C44 SCOPE OF WORK., Page (A-4(1), revise paragraph C44.3 INCREASED O DECREASED QUANTITIES to read as follows, The,Owner reserves the right to alter the quantities of the work to tae perfomted or to extend or shorten the improvements at any time when and as found to be necessary, and the Contractor shall perforin the work as altered, increased or decreased at the unit prices as established in Cite contract documents. No allowance will tae made for any changes in lost or anticipated profits nor shall such changes h-e considered as waiving or invandafing any conditions or provisions or the Contract Documents. arir tions in quantities of sanitary sewer pipes in doth categories shaII be interpreted herein as applying to the,overall quantities of sanitary sewer pipe in each pipe size but jaut to the various depth categories. Revised Pg. 2 1 0124!02 i . 3-3.11 INSURANCE. Page C3-3 (7): Add subparagraph %. ADD>if ONAL INSURANCE U,,QUJRFMFNTF' a. The City, its of cert, atniployees and servnnts shall be e-ndorsed as an additional insured .an Contractor's insurance policies excepting employer's liability insurance coverage under Contractor's workers' compensatinrs insuranue policy. h. Certificates of insurance shall be delivered to the Cit} of Fort North, contract administrator in the respective departineia as specified in the bid documents, 1000 't"hraclanorton Street, Fort Worth, TQC 76102, prior to conunencement of work on the contracted profit. c. Any failure on pan of the City to request required insurance do nentation shall not constitute a waiver of the insurance requirements specified herein. d. Each insurance policy stall be endorsed to provide the City a minimum thicty flays notice of cancellation, non-renewal, apolor rn.aterial change in policy terms or coverage. ten days notice shall be acceptable in the event of non-payment of premium. e. Inimmrs. must be authorized to do business in the State of Texas and have: a current A.M. Best rating oJ' : VII or equivalent measm-e of financial strength and solvency. f: Deductible limits, or sell-funded retention limits, on each policy nitw not exceed $10,000. per uccurrehce unless* otherwise approved by thu City. g. Othc.r than worker's compensation in urwce; its lieu of traditional irnsura u, City may Consider alter mtive coverage or risk treatment measures through insurance pools or risk retention groups. The City must approve in writing any a]lemative cavcrage. L Workers' compensatiun insurance policy(r) covering en ploy s employed on the project shall be endorsed with a waiver of subrogation providing rights of recovery in favor of the City. I i. City shall not be responsible for the direcl paynlgnt of insUranee premium costs for conlractoes iusw-ante. j. contractor's insurance policies shall each be endorsed to provide that such insurance is primary protection and Any self-funded or commercial coverage maintained by City shall not be called upon to contribute to loss,recovery. k. In the course of tete prgjJ ,c4 Con slwil report. in a Ii mel y manner, to City's officially designated contract administrator dny kno n loss occurnnee which could give rise to a liability elaini or lawsuit or which con Id result ill a property loss. i Revised Pg_ 3 10/24/02 I 1, Contractaft liability shall not be limited to the specified amounts.of insurance required herein. m. Upon the request of City, C;orxtractor shall provide complete copies of Rill insurance policies required by lhese contract documents, H. CB-8.4 SCOPE OF PAYMENT: Delete C844, Scope of Payment at page CS-8(1) is delewed in its entirety and replaced with Lhr, Fol lawing: The Contractor shall receive and accept the compensation as herein provided, in foil payment for furnishing all labor, tools, materials, and incidentals for perfomaing all work contemplated and embraced under these Contract Documents, for all loss and damage arisiaag out of the nature of the work or from the action of the elements, for any unforeseen defects or obstructions which may arise or be eneoiuitered during the prosecution which may arise or be encountered during the prosecution of thr, work at any ttrne before its final accvtance by the Owner, (except as provided in paragraph 0545.14) for all risks of whatever description connected with the prosecution of the work. for a expenses incumed by or in conseclutmce of the suspension or discontinuance of such prosecution of the workiig operatiam as herein specified, or any and all infringements of patents, trademarks, copyrights, or other legal reservations. and fur completing the work in an acceptable manor according to the terms of the Contract Documents, The payment of any current or partial estimate prior to the final acceptance of the work b the Owner shall in no way constitute an acknowledgment of the acceptance of the work, ,materials, or equipment, nor in any way prejudice or affect the obiigations of the Contractor to repair, correct, renew, or replace at his own and proper expense-any defects or imperfections in the construction or in the strength ar quality of the material mod or equipment or machinery fivnished in or about the construction of the work under contract and its appurtenances, or any damage due or atffibuted to such defects, which defects, imperfections, or damage shall have been discovered on or before the final inspection and acceptance of the work or during the two (2) year guaranty period after the final acceptance. The in ner shall be the sole judge of suds defects, imperfections, or damage, and the Oontmclor small be liable to the Owner for failure to correct the same as provided herein. 1. C8-8.10 GENERAL G UARANTY:Delete C8-8.1 fl, General Guaranty at page 8-8(4) is deleted in &entirety and replaced with the following; Neither the fmal certificate of payment nor any provision in the Contract Documents, nor partial or enhre occupancy or use of the prctnises by (lie Owner shall constitute an acceptance of work not done inn gwor&ace.with the Contmet Documents or relieve the Contmelor of liability in rtsp�,,ct to any express warranties or respon.sibiIity for faulty materials or workman Aip. The- Contractor shall remedy any defects or damugcs in the work arnd pay for any damage to other work arproperty resulting therefrom whieh shall appear within a period of two (2)years from floe date of final acceptance of the work unless a Jongur period is specified and shall futnish al good and sufficient maintenance band in the amGunt of 100 percent of the a=unt of the Contract Devised Pg. 4 10124/02 which steal I miswe the pertarmiimi� of the gerteraI guarantor as Above outlined The Owner will give notice of observed defees with reasonable promptnem. Any reference to any shorter period of time of warranty contained elsewhere within the specifications shall be resolved in Favor of this sprxificafons, it being the City's iriteni that the Contractor guarantee ils work dor a period of two (2) years following the date of acceptance of the project. In the- Special h=uctions to Bidders, TPW contracts place iho following in lieu of the existing paragraph 2. Y. Part C , General Conditions, Section -2.UqTERPRETAT'ION AND PREPARATION OF P1 OPQ AG. Page C2-2 (4) exchange-puggraphs C2-2.7, C2-2.8 and C2-2.9 with the 10110wing. 02-2.7 DELIVERY OF PROPOSAL, No proposal will be considered unless it is delivered, accompanied by its proper Bid Security, to the Purchasing Manage=r or lois representative at the official location and stated tune set forth in the "Notice to Bldders.rr It is the Bidder's sole responsibility to deliver the proposal at the proper time to the proper place. The mere tact that a prvpo�;al was dispatched will not be considered. Tho Bidders must have the proposal actually delivered. Each proposal shall bo in a soled envelope plainly marked with the ward "PROPOSAL." and the narne or description of the pmieet .as designated in the "Notice to Bidders,"' The envelope shall be addressed to the Purchasing Manager, City of Fort Worth Purchasing Division, P.O. Sox 17027, Fort Worth, 'Texas 76102. 02-2.8 n-HDRA VYING PROPOSALS- Proposals actuAy fried with the Purchasing Manager ca.rrmot be withdrawn prior to the time set for opening proposals. A request for rton-consideration of a proposal nuist be made in writing, addressed to the City Manager., and blvd with hint prior to I-lie tune set for the operdng oFproposals. ARer all proposals not requested for non-considexation are opened and p;tbIicly read aloud, the proposals for w 1zich nor-consideration requests have been properly filed may, at the option of tete Owner, be returned unopened. r -2.9 TELEGRAPHIC; M DIFICAT)N OF PROPOSALS: Any bidder may modify his proposal by telegraphic cornrnunication at any time prior to the time set for Opening proposals, provided such telegraphic communication is received by thu Purchasing Nijasiager prior to the said proposal opening time, and provided further, that the City Manager is satisfied that a written and duty awhenticated confirmallon of -such telegraphic communication over the signature of the bidder was mailed prior to the proposal opening time. if such emnfuntation is not received within fdrty-eight (48) hours aftri- the proposal opening tune, no further consideration will be giver, to the proposal K 3-3.7 BONDS (CITY LE'T PROJECTS). Refereuce fart C, Gen iEral Coriditions, dated Nov tuber t, 1487; (City let projects) make the following revisions; Revised Pg, 5 10J24M2 I. Page C3-3(3); the paregrapli-a fter paragraph C3-3.7d Otlz€:r Bonds should be revised to read: In order for a surety to b6 acceptable to the City, the surety must(1) hold a certificate of authority from the United Mates se etary of the treasury to qualify as a surety on obligations permitted or required under federal law; or ( ) have obtained reinsurance for any liability in excess of $100,000 from a reinsurer khat is authorized and admitted as a reinsurer in the state of Texas and is the huller of a certificate of authority front the Untied States secretary of the treasury to qualify as a surety on obligations,permitted w required under federal Jaw. SaUsfactory proof of any such reinsurance shall be provided to the City upon request. The City, in its We discretion, will determine the adequacy of the proof required herein. . Pg. C3-3(5.) Paragraph C3-3.11 INSURANCE delete subparagraph"a COMPEN$A`110N INSURANCE', 3. Pg. 3-3(6), Paragraph C3-3.11 TNS RA CE delete subparagraph"g. LOCAL AGENT FOR INSURANCE AND BONDING". Lr RI=TO AUDIT: Part C - General Conditions, Section C8-8 MEA UkEMENT AND PAYMENT, Page C8-8 (5), add the following: CB-8-14 RIGHT" O AUDIT: (a) Contractor agrees that the City slid 1, until the expirat.ian of three (3) years alter final payment under this contract, have access to and the right to examine and photocopy any directly pertinemt books, documents, papers and r ords of the Contractor involAng transactions relating to this contract+ Contractor agrees that the City sha11 have access during normal working hours to all necessary Contractor facilities and shall be provided adequate and appmpriate work space in order to conduct audits in compliance with the- provisions of this sectiom The City shall give owtra�rar reasonable advance notice of intended audits. (b) Contactor further agrees to include in all its subcontracts hereunder a provision to the effect that the subcontractor agrees that the City small, until the expi.ration.of three(3) years after foral payment under the subcontract, have access to and The right to examine and photocopy any directly pertinmit books, documents, papers and records of such subcontractor, involving transactions to the subcontract,-olid fw#lier, that City shall have access during normal working hou€s to all subcontractor facilities, and shall be farov ided adequate and appropriate workspace, in archer to conduct audits in compliance- with ompliancewith the-provisions of this article. City shall give subcontractor reasonable advance notice of imcnded audits. (c) Contractor and subcontractor agree to photocopy such documetcts as may be requested by the City. The City agrees to mirnburse the ontractor for the cost of copies as fellows: Rvised Fg. 5 10/24102 Y. 50 cosies and under- 10 cents per page 2,.More than 50 copies - 8.5 cents for the first page plus fifteen cents for each page thereafter M. SITE PREPARATION: The Contractor shall clear rights-of-way or easements of obstruction which must be removed to make passible proper Prosecution of the work as a pax of this prefect construction operations. The contractor's attention is directed to paragraph 06-6.10 work within easements, page C6-6(4), part C - General Conditions of the Water Department General Contract Document and General Specific.{tions. Clearing and restoration shall be considered as incidental to construction and all costs incurred will 13-e considered to be included in the Li near Foot price of the pipe. N. Reference Part (' -general Conditions, Section--6.6.8 BARRICADES, WAR SIG AND WATCHMEN. 1. Whbrever [lie word Watchmen appears in this Paragraph, it shall be changed to the word flagnien. 2. In the first paragraph, lines live (5) and sic (6), change the phrase take all such other precautionary measures to take all reasonable necessary measures. G. MINORIT IWGMEN BUSINESS ENTERPRISE ONLIA : Reference Part C (General Conditions), Section3-12 Entitled "Mli�OWT BUSNESS ENTERPRIS F)WOMEN-OWNED BUSINESS ENTERPRISECOMPLIANCE" shall be deleted in its entirety and replaced with kite foIIowiTig: Upon request, Contractor agrees to provide to Goner complete and accuta[e info dots regarding actual worst perfbrmed by a Minority Bu.sinms Enterprise (MBE) and/or a Woman Business Enterprise ( BE) on the contract and payment therelbre. Contractor further agrees to permit an audit and/or examination oFf any books,records or files in its possession that will substantiate the actual work performed by an MDE-aril/or "E. The misrepmse-nlation of facts(other than a negligent mimbpresentaGtion) and/or the cora nimion of fraod by the Contractor will be, grounds for termination of. the eorrtuact anid/or initiating ac(Ian ogler appropriate federal, stair;or lacal laws or ordinances. i relating to fare staternents;further, any such misrepresentation Wier than negligent misrepresentation) and/or commission of fraud will result in the Cohtrac tor being i determined to be irresponsible and barred from participating in City work for a period of time of not less than thee (3)-years. Revised Pg. 7 10/24/02 P. WAGIB RAITS: Section C3-3.13 of the General Conditions is deleted and replaced with tete following: (a) The contractor sba11 comply with all requirements of Chapter 2258,Texas Govemment Code, including the payment ofrmt less than the rates determined by the City Council.of the City of Fort Worth to be the prevailing wage rates in accordance with Chapter 2258,Texas Goven nient Code. Such prevailing wage rates are iticluded in these contract documents. (b) The contractor shall, for a period of three (3) years following the date of acceptance of the work, maintain recor'dr, that show (i) the name and occupation of each worker employed by the contractor in the con.strur,6cm of the work provided for in this contract; and(ii) the actual per diem wages paid to-each worker. Iliese records shall be opem at all reasonable hours For inspection by the City. The provisions of Section -1, L. Bight to Audit (Rcv. 9/30102) pertain to this inspection. (c)The contractor shall include, in its subcontracts and/or shall otherwise require all of its subcontractors to comply with paragraphs (a) and (b) above. (d) With each partial payman( estimate or payroll period, whichever is less, an affidavit stating that the contractor has r:-umplied with the requirements of Chapter 225.8, Texas Government Code. The contractor Thai[post the prevailing wage rates in a conspicuous place at the site of the project at all#imes. Devised Pg. 8. l0/ 4Aa PAIN D - SPECIAL CONDITIONS PART D - SPECIAL CONDITIONS 0-1 GENERAL. . .-- ,,.,,„,.,..........:.:........:.......................... ...... . ... .; ;. ,'.. ... ... ..... . 3 D-2 GOO RDINATI0N b1EETING-..........................:..............................................................4 ID-3 (5NTRACTOR COMPLIANC E VVETFE VV ORKER'S COM PEN ATION LAW ..................4 D- 4 CGORQINAT IONI WITH FQRT WORTH WATER QEmPARTMENT .............................,.....7 6- 5 CROSSM OF EXISTING l-1'ECI_ITfES, ...........::...... . .... .. .. ... .. ..... , .....7 I3- 9 I T A UTILITIES AND IMPROVEMENTS ............. .................................................. 7 Q- 7 ONS-FRUCTION TRAFFIC OVER PIPELINE ..............................................................8 5-- a TRAFF-i c Cir TROL...........................................'............................................................8 5- 9 DETOUR ........................................................................................................................9 0- 10 EXAMINATION OF SITE ........................................................... .. ............................... 9 Q- 11 ZONING OOMPLIAI E............................................................................................... 9 '67- 12 WATER FOR ON TRu TION.............................................."--......-•............,............ 9 D- 13 WASTE MATERJAL :. .. ................ .... ................: ....... : . .. ... : ................ 1.0 67-14- PROJECT CLEANUP AND RNAL AOOEPTANGE.................................................... 10 571 60IN TRUDTIGN SCHEDULE AND SEQUENCING OF WOR! .........I.......+1............ 1.0 D- 1 SAFETY RESTRICTIONS - WORK NEAR HIGH VOLTAGE UN .......................... fib IO- 17 BID QUANTITIE ...................................................................................................... 11 F-1-8 UTTING OF CONCRETE .......................................___..................... .................... 11 €]- 19 PROJECT DESIGNATION SI N1...........................................-.................................. 11 0- 20 CONC RETE S IDEWALK AN 1) 0R IVEWAY REPLAC EM E ..................1.1............... 11 6----2-1 -MISCELLANEOUS PLACEMENT OF MATERIAL........................................ .........-, 1 D- 22 CRUSHED LIMESTONE BACKFILL-......................................................................... 12 [3- 3 227 C0NQR;TE .................. .......... ......................................................................... 1 I : TRENCH EXCAVATION. eACKFILL, ANO COMPACTION -------------- _---,.,............... 12 TRENCH.N.. Al NIE.NT {L'ERf,�i� E.f�1T).f�1=PAI.R.(E2-'I 9}.F .R.1�T1LI� Lf_T -......... 14 U- 26 SITE SPECIFIC TREN CH SAFETY SYSTEM (COV E RALL PROJE T ) .............. 14 57-27 SAN I TARY SEWER MANHOLE S......................... ....... 15 D- 28 SANITARY SEWER SERVICES .-........................................................ .... ........... . .. ..... 'I8 D- 29 REMOVAL, SALVAGE; ANiD ABANDONMENT OF EXISTING FCILFFIE ............... 20 -A- 5--30 1)ETErTABLE WAR NIN TAPES...........................................................................:. 2 6---31 F"[PE CLEANING...............................................................:................... .............___ 22 D- 32 DISPOSAL OF SPOILIFILL MATERIAL..................................................................... 22 E � 33 MEQAgj AND M8LTER_ IALMEN' UEN...................... +- .........-......................... 22 D- 34 SUBSTITUTIQNS........................................................................................... ......... 23 D- 35 PRE-CONSTRUCTION TELEVISION INSPECTEON OF SANITARY SEWER........... 23 y D- 36 VACUUM TEST I N G QF SANITARY SEW ER_MAN HOLE .......................... ---------- 26 57-3-7 BYPASS PUMPING ................................................................................... ............. 27 D- 3 8 -POST-CONSTRUCTION "TELEVISION INSPECTION OF SANITARY SEINER .,.__ 27 D- 39 SAMPLES AND QUALITY CONTROL TESTING ...... ...... ........................................ 29 D�41� TEMPORARY ER081.0 SEL1iMENT ANN] +VATE=R POLLUTION CONTROL (FOR _0i TU RQ E Q-AREAS LESS THAN 'I ACBQ_. .....................-..... .......-.................. 29 Q- 41 INGRESS AND EGRESSIOBSTRUCTIONI OF ACCESS TO DR[VE ...................... 30 D- 42 PROTECTION OF TREES, PLANTS ANN SOIL ....................................................... 31 D- 4 SITE RESTORATION .................................................................................................. 31 D- 44 CITY OF FORT WORTH STANDARD PRODUCT LIST.........................................:.. 31 5-45 TOPSOIL, SODDING, EE=DIN1G & 1-iYURDh+1l.11rDH iNG........................................... 3'1 D-46 CONFINED SPACE ENTRY PROGRAM........................................... :......:............... 37 D� 47 SUBSTANTIAL COMPLETIDN INSPECT1O IF[MAL INSPECTION..........................37 M# EXCAVATION NEAR TREES (WHERE IDENTIFIED ON THE PLANS....................37 D- 49 CONCRETE ENCASE=MENT OF SEWER PIPE ......_................................................. 8 F50 CLAW EAE1 . ...............................................................................................................38 D- 11 EX PLORATORY E XCAVATIO (Q-HOLE). . .................................... ... .. ..... . .38. PART D - SPECIAL CONDITIONS D- 52 INSTALLATION OF WATER FACILITIES..................................................................39 . P- .v€rel Chloride (PVC) Water P[pe .........................................................................'39 52.2 Sf€ckirtg ,__, .... , ........ ........___...........................................................,........,..,,..... 39 52-3 Typo of Oasirtq Pipe. ....-........................................................................................... 9 52.4 Tie- Ine......................................................................................................... ----.- 39 52.5 gnne�t on or Existing Mains-..................................................,......._Y............................40 52.6 Valve Cut-f ns ...................... ......................................................................................40 7 Water Services ..........................................................................................................40 52-8 2-Inch Temporary Service LJne ............................................ . ., ....,.. ...... ............ . ..4 gaPurdr1a and tiarlli aiiod..of Wdt& Ljhet ....................................................................43 82.19 Work Near Pressure Plane Boundaries . ....,. . .. .... . .................... . ...............-44 52.11 Water Sample Station......................... .. ................ . ................................................44 52-12 Dugtile Iran and Orgy Iron Fitting ....................... .................................. . .... .........44. 0- 53 SPRINKLING FOR DUST CONTROL....................... ................................................46 Q- 4 5EWATERINO ..........................................................................................................4,5 6---5-5 TRENCH EXCAVATION QU QEEP TRE NCHE .......................................................45 D- 56 TREE PRUNING.............. .................46 D- 57 TREE REMOVAL................................................. 46 D- 55 TEST HOLE ........................................................................................... ---- ••---.46 J]- 59 PUBLIC NOTIFICATION PRIOR TO BEGINNING CONSTRUCTION AND NQTiFICAT tQN DF TE MPORARY WATER S ERV ICE I NjffBRUPT10N Q uR1NG CONSTRUCTION...................................:........................................................................47 Q- 60 TRAFFIC BUTTONS..................................................................................................47 Y 61 SANITARY SEWER SERVICE CLEANOLIT ............................................................ 4a D- 62 TEMPORARY PAVEMENT REPAIR.................................................. ......... . .. ..... 48 D- 6:3 CONSTRUCTION STAKES ........................ ...............................................................48 EAS NT SI ? D PE IS......................................... .............................................48 D-. 65 PRE-CO NSTRU CTION NEIGHBOI HOOD MEET1N -_ , , . ............... .... . . .. .....49 0_ 66 WAGE RA4TFS........... ........ .............................. ..................... ... . ....... .. ........4 6-_67 R' I fi#OVAL A -D CI POSAL OF ASSET S. CEMENT PIPE .................................-49 5-68 STORM WATER POLLUTION PREVENTION woR DlS7-URBED AREAS GREATF, TRAIN1 CRC1.......................................................................................................... 59 0-69. COORDINATION WITH THECITY'S REPRESENTATIVE FOR OPERATIONS OF 'EXISTJNG WATER SYSTEMS.................................................................................. 5 -70 ADJ I.TI. h4 L SQq!_ iTTAL .,F.,..O-wR CONTRACT AWARD. ............. ......................... ..52 _ 2-71 EARLY WARMING SYSTEM FOR CONSTRUCTION ...................................................a3 QJ2 AIR POLLUTION WATCH DA`f ........................ ........ .... ..........................................'5 . FEE FOP, STREET IJ SE PFFZMITS ANT) RE-INSPECTIONS........................................ ov C-2- - PFT D - SPECIAL CONDITIONS This Part D — Spaclarl Conditions is complimentary to Dart C — General Conditions and Part C1 — Supplernentary Conditions to Part C of the Contract. Anything contained in this Part D that is additive to any pro0sion in Part C — Oeneral Gendibans and part C1 — Supplementary CcndIIion s to Part D of the Contract are to be read together. Any confllct between Part O -- General Candi Iions and Park C1 — Su pplem on ta ry Ccndiflons of the Contract and this Part D. Part D-sha11 control. FOR., WATER LIME REPLACEMENT CONTRACT 99J —VARIOUS LO AT10N FORT WORTH, TEXAS DOE PROJE CT NO'S. 2 87 6, 2879, 2880. 2882 WATER DEPARTMENT PROJECTS NO. PW53-541 0{x- 60 30.175800 D-1 GENERAL The order or precedence in case of conflicts or discrepancies between various parls of (lie Contract Dcr ments subject to the ruling of the Engineer shall generally. but not necessarily, Follow the-guidelines listed below: 1. Plans _ Contract Documents 3. Special Conditions The followIng Special Conditions shall be appkable to this project under the provisions started above. The Contractor shall be responsible for defeats In this project due to faulty materials and orkrnarnship, or bath, for a period of two ( ) years from date of final acceptance of this project by the City of Finrl Worth and will be requlred to replace at his expense any part or all of this project which becomes defective due to these causes. Subject to modifications as herein contained, the Fort Worth Water Department's General Contract Documents arid General pecifir:atlons, with latest revisions, are made a park of the General Contract Documents For this project. The Plans, these Special Contract Documents and the rules, regulations, requirements, instructions. dra lings. or detalls referred to by manufacturers name. or identification include thereln as specifying, referring or implying product control, performance. quality, or other shall be binding upon the contractor. The specifications and drawings shall be considered cooperativz, therefore. work or materW called for by one and not shown or mentioned In the other shall be accomplished or furnished In a faithful manner as though required by all. Any Contractor performing any work on Fart Worth water or sanitary seeder facillties must be pre- qualified with the Water Department to perforin such work In accordance with procedures described in the current Fart Worth Water Departrnent GerEeral 'Specifications, which general specificatlons shall govern performance of all such work. This contract and project, where applicable, may also be governed by the two following published specifications, except as mpdfffed by these Special Provisions: 1. STANDARD SPLCIFICATIONS FOR STREET AND STORM DRAIN CON TRUcTION - CtTY OF FORT WORTH . STANDARD SPE IFI ATOMS FOR PUBLIC WORKS S COt TRUCTION - NORTH CENTRALTEXAS I OR VO4 SC-3 PART D - SPECIAL CONDITIONS Any conflict between these contract documents and the above 2 publicaticns shall be rescilved in favor of these contract documents, A copy al either of Uiese specifications may be purchased at the office of the Transportation and Public, Works Directer, 1000 Th rockmorton Street, 2nd Rcor, M Unlicip31 Building, Fort Worth, Texas 76102, The specifications applicable to each pay item are indicated by the call-Gut for the pay item by the designer. If tial shown, thea applicable published specifications in either of lyase documents may be followed at the discretion of the Contractor_ General Provisions shall be those of the Fort Worth document rather than 1Jiviston 1 of the Forth Cenlral Texas document~, Bidders shall not separate, detach or remove any portion, segment or sheets from the contract document 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 as determined by the City Engineer. INTERPRETATION AND PREPARATION OF PROPOSAL- A, DELIVER`! OF PROPOSAL, filo proposal will be considered unless it is delivered, accompanied by ils proper Bid Security, to the Purchasing Manager or his representative at the official location and stated time sot forth .in the "Notice to Bidders". II is tt}e Bidder's sole responsibility to deliver the propo5ai al the proper time to the proper place_ The mere fact that a proposal was dispatched will not be considered. The Bidders must have the proposal actually delivered, Pac# proposal shall be In a sealed enveiope plainly marked with the word "PROPOSAL", and the name or description of the project as designated In the "Notice to Bidders". The envelope shall be addressed to the Purchasing Manager, City of Fort Worth Purcha:ising Divi5ioD, PO Box 17027, Favi Worth, Texas 76102- W I TH D RAVV I N G 6102_WITHDRAWING PROPOSALS: Proposals actually Kited wlth the Purchasirig Maria ger cannot be withdrawn prior to the lime set for opening proposals_ A request for non-consideratlon of a proposal must ba made in writing, addressed to the City Mariager, and filed VVilh hin7 prier to the time set for the opening .of proposals, Atter all proposals noL requested for non- consideratian are opened and publicly rend aloud, the proposals for which non-consideration requests gave been properly filed may, at the option of the Owner, be returned unape ned. C. TELEGRAPHIC MODIFICATION OF PROPOSAL& Any bidder may modify his proposal by telegraphic communication at any time prior to the tine set for opan€ng proposais, provided such telographic communication is recanted by the Purchasing Managefi prior to the said proposal opening ,tine, and provided further, that lire City Manager is salisfled that a written and duly authenticated confirmation of such telegraphic communication over the signature of the bidder was mailed prior to the proposal opening time_ if such confirmation is not received within forty-eight (48) tours after the proposal opening time, no further consideration will he given to the proposal. D-2 COORDINATION MEETING For coordination purposes, weekly rneelings gal the job site may be requifed to maintain the project on the desired schedule_ The contractor skull he present at all meetings. D-3 CONTRACTOR COMPLIANCE WITH WORKER'S COMPENSATION LAW A. Definitions W2ft4 SC-4 PAIN D - SPECIAL CONDITIONS 1. Cart!ficatlon of coverage r"--eriiffcata"), A copy of a certifI ca to of insu ra nce, a cortificale of authority to self-insure issued by ilia cornm scion, or a coverage agreement (TWr:C-81, TVVCC-82, TWC C-83, or TW -84), showing statutory Workers' compensation insurance coverage for the person's or enfity's employees providing services on a project, for the duration of the project. . Duration of the project - includes the time from the beginning of the work on the project ,mill the contractor's/person's work an the project has been completed and accepted by the governmental entft . 3. Persons providJng services on the project ("subcontractor" in §406.096)- includes all parsons or en ities performing all or part of the services the contractor has undertaken to parform on the project, regardless of whether that person contracted directly with the mritractor and regardless of whether that person has employees. This includes, without limitation, indeperdeni contractors, subcontractors, leasing companles, molar carrlers, owner operators, employees of any such entity. or employees of any amity which furnishes persons to provide services on the project. "Services" include, without limitation, providing, hauling, or delivering equipment or materials, or providing labor. transpWation, DF other services related to a project. "Services" does not include activities unrelated to the project, such as food beverage vendors, office supply deilveries, and delivery of portable toilets_ B. The Contractor shall provide coverage, based on proper reporting of classification codes and payroll amounts and filing of any coverage agreements, which meets the slatutory requirements of Texas Labor Code, Bastion 401,011(44) or all employees of the Contractor providing services an the project, For the duration of the project. C. The Contractor must provide a certific@We of coverage to the governmental entity prior to being awarded the contract. D. If the coverage period shown on the conlractor's current certificate of coverage ends during the duration of the project, the contractor must, prior to the end of the coverage period, file a now certificate of coverage. with the goVernmental entity showing that coverage has been extended. E. The Contractor shall abtailn from each person providing seMces on a project, and provide the governmental entity; 1. A certificate of coverage, prior to that person beginning work on the project, so the governmental entity will have on file certificates of cover-age showing coverage for all persons providing services on the project, and 2. No Inter than seven days after receipt by the contractor, a now certificate of coverage showing extension of coverage, if the coverage period shown on the current certificate of coverage ends during the duration of the project. F. The contractor shall retain all required cerlfJ' tes of coverage for the duration of lite project anti for one year thereafter. . The contractor shall rkotify the governmental entity. in writing by cerlified mail or personaJ daiivety. within Ien (10) days aftor lite Contractor knew or should have known„ of any change rc2rra4 -5 PART D - SPECIAL. CONDITIONS that materiaily affects the provision of coverage of any person providing services on the project. H. The contractor shall post on each project site a notice, In the text, Form and manner prescribed by the Texas Worker's Compensation Commission, informing all persons providing services on the project that they are required to be covered, and stating how a person may verify coverage and report lack of coverage, 1, The contractor shall contractually require each person with whom it contracts to provide services on a project, to: 9. Provide coverage, based on proper reporting on c:lasslfitlon codes and payroll amounts and filing of any coverage agreements, which meets the statutory requirements of Texas Labor Code, Section 401.011(44) for all of its employees providing services on the project, for the duration of the project: . Provide to the Contractor, prior to that person beginning work on the project, a certificate of coverage shov4ng that coverage is being provided for all employees of the person providing services on the project, for the duration of the project; 3. Provide the Contractor, prior to the end of the coverage period, a new certificate of coverage showing extension of coverage, if the coverage parlod shown on the current certificate of coverage ends during the duration of the project, 4. Obtain from each other person with whom it contracts, and provide to the onlrackor: a.) A certificate of coverage, prior leo the other parson beginning worm on the project; and b,) A new certificate of coverage showing extension of coverage, prior to the end of the coverage peried, if (he coverage period shown on the current cerfiricaie of coverage ends during the duratlion of the project. 5. Retain all requil ed certificates of mverage an file for the duration of the project and for erre.year the roof ter_ 6. Notify the gavemmental entity In writing by certified mail or personal delivery, w1thin tern (10) days atter the person know or should have known, of any change that materially affects the provision of coverage of any person providing services on the project; and 7, ontr,�ctually require each person with whom it contracts. to perform as required by paragraphs (I)m(7), with the certificates of coveraga to be pravided to the parson for whom they are providing services, a. By signing this contract or providing or causing to be provided a certificate of coverage, the contractor is representing to the governmental entity that all employees of ilia contractor who wiA provide services on the project will be covered by worker's compensation coverage for the duration of the.project, that the coverage w111 be based on proper reporling of classifination codes- and payroll amounts, and that all coverage agreements will be filed with the appropriate insurance carrier or, in the. ease of a self- insured. with the commission's Division of ell-Insurance Requla#carr, Providing false or misleading information may subject the. conlractor la administrative, criminal, civil penalties or other civil actions_ rr rMM - PART T 0 - SPECIAL CONDITIONS 9. The con.tractor's fallure to corrrply with any of these provisions is a breach of contract by the contractor which entitles the governmental entity to declare the cantract void if the contractor does riot remedy the breach within ten clays after receipt of notice of breach from the gavernmeatal entity; J, The contrackor shall post a notice an each project site Informing all persons providing services on the project that they are required to be covered, and staffing how a person may verify currant coverage and report failure to provide coverage, This notice does not satisfy other posting requirements imposed by the Texas Worker's Compensation Act of- other Texas Worker's Compensation Commisslon rules_ This nolice rnusl be printed with a title in at lease 30 point bald typo and text in at best 19 point normal type, land shah be in bath English and Spanish and ars -other language common to the worker population_ The text for the notices shall be the folldwing text, without any additional words or changes, "REQUIRED WORKER'S COMPENSATION COVERAGE The law requires that each person working on this site or providing services related to this construction project must be cavafied by workers' cornpensatian insurance. Thfa includes persons providing, hauling, or delivedrig equipment or materials, or providing labor or transportation or other service related to the- project, regardless of the ideality of their employer or status as an employee." Call the Texas Worker's Compensa bon Co hmission at (5121)440-3769 to receive information on ]he legal requirement for coverage, to verify whether your employer has provided the required coverage, or to report an employer's failure to provide coverage". D-4 COORDINATION WITH FORT WORTIH WATER DEPARTMENT During tete construction of this project, it will be necessary to deactivater for a frerlad of time, existing 31nes. The Contractor shall be required to coordinate wlth the Water Department to determine the hest times for deactivating and activating those lines. D- 5 CROSSING OF EXISTING UTILITIES Where a proposed water line crosses over a sanitary sewer or sanitary sewer service lino and/or proposed sewer line crosses over a water line and the clear verb caI` distance is less than 9' feet barrel to barrel. the sanitary sewer or sanitary sewer service line shall be made watertight or be constructed of duciiie iron pipe. The Engineer shall determine the required length of replacement. The material for sanitary sewer mains and sanitary sewer laterals shall be Class 51 Duclile Iron Pipe with polyethylene wrapping. The material for sanitary sewer service lines shall be ae tre strength cost iron soil pipe with pot ethylene wrapping. Adapter fittings shall be a urethane or neoprene coupling ASTM -425 with series 300 stainless steel compriassion straps. Backfill, Fittings, tie-fns and all other associal'ed .appurtanances required are deemed subsidiary work, the cast of which shall be included in the Orice bid in the Proposal for each bid item. D-6 EXISTING UTILITIES AND IMPROVEMENT The. plans show (tie locations of all known surface and subsurface structures. However. the. Owner assumes na responsibility for failure to sero any or all of these structures on the Plans, or to show there in their exact location. It is mutually agreed that such failure shalt not txe considered suIflcient basis for claims for additional corn pensation for extra work or foe incraeasirig the pay quanMles in any manner whatsoever. I Mee -7 PART T D - SPECIAL CONDITIONS The Contractor shall be responsible for verifying the locations of and protecting all existing utilities. service lines, or other property exposed by his construction operations. Contractor shall make all necessary provlsiens (as approved or authorized by the applicable utklltV wmpany) for the support. protectlori or relocatlan, andlor temporary relooeilon of all utility pales, gas lines, telephone cables, utility services, water mains. sanitary sewer lines, efectrical cables, drainage pipes, and all other utilities and structures both above and below ground during construction. The Contractor is Ilable for all damages done to such existing facilities as a result sof his operattians and any and all cost Incurfied for the protection and/or temporary relocallon of such facilities are deemed subsidiary worts and the cost of same and shall be included In the cost bid per linear foot of pipe installed. NO ADDITIONAL COMPENSATION WILL BE ALLOWED. Where existing utilities or service lines are cut, broken or damaged the Contractor shall replace or repair the utilities or service lines with the same type of original matedal and construction, or better. unless otherwise shown or noted on the plans, at his own cost and expense. The Contractor shall immediately notify the Owner of the damaged utifily or service line. He skull cooperate with the Owners of all utilities to locate existing underground facilities and notify the Engineer of a ny conflicts In grades and aIIgnment_ In case It Is necessary to change or move the property of any owner of a public utility, Such property shall not be moved or interfered with until ordered to do so by the Engineer. The right Is reserved to the owner of public utilities to enter upon the limits of the project for the purpose of making such changes or repairs of their property that may be made necessary by pbrformance of tNs contract_ The utlllty lines and conduits shown on the plans are for informatlon only and are not guaranteed by the City of the Engineer to be accurate as to extent, location, and depth; they are shown on the plans as the best information available at the time of design, from the owners of a utilities involved and from evidences found on the ground, D- T CONSTRUCTION TRAFFIC OVER PIPELINE It is apparent that certain construoflon vehicles could exceed the mast bearing capacity of the pipe under shallow bur} conditions. It will be the responsibility of the Contractor to protect both the new line and the existing lines from these possibly excessive loads. The Contractor Shalt rtot, at any time, cross the existing or new pipe with a truck delivering new pipe to the site_ My damage to the existing or now pipe will be rewired or replaced by the Contractor, at the Contractors expanse, to the satisfaction of the City. In locations where it is not permissible to cross the existing or proposed pipes without additional protection the Contractor may elecl to provide additlanal protection of the pipes so that n1cre frequent crossings of the pipes are allowed. It stile is, however, the responsibility of the Contractor to repair any damage to the existing or proposed lines, If the damage results frarn any phase of his construction operation. D- 8 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 projecl consistent lthx 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 PART T s - SPECIAL CONDITIONS Highways," codified as Article 6701d Vernon's Civil Statutes, pertinent sectiops bung Section Bios. 27, 29, 30 and 31. A traffic conlrol plan shall be submitted for review to Mr. Charles R. Burkett. Clly Traffic Engineer at (817) 871-8770, at the pre-construction conference_ Although work_.will not be.gln_.until._the traffic control plan #gas been reviewed,,the G.on tractor's tirrte will bpain ire accordance with the time. frame established in the Notice to the Contractor. The Contractor will not remove any regulatory sfgn, ipstruefional 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 Ihc: Transportation and Pubiic Works Department, Signs and Markings t)ivisior, (Phone Number 871-7738) to remove the sign. In the ease of regulatory signs, this Contractor must roplace the permanent.sign with.a temporary sign meefing the requirements of (tie above-referenced manual and such temporary sign must be Installed prior to the removal of the permanent sign. If the temporary sign is riot installed correctly or if it does riot meet the required specii cations, 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 reinstalled, the Contractor shall again contact the Signs and Markings Division to reinsta[l the permanent sign and small leave hls temporary sign in place until such reinstallation is completed. Work shall not be performed on certain locationsistreets during 'peak traffic periods" as determinal lon by the City Traf tic Engineer and in accordance wlth the applicaWe prov]sion of the "City of Fart Worth Traffic Control Handbook for Ccnstru0bn and Maintenance Work Areas.° The cost of the trafflc control is subsidiary work and the cost of same shall be Included in the price bid for pipe complete in place as bid in the Proposal, and no other compensation will be allowed. D- 9 DETOURS The confractor shall prosecute his work in such a manndr as to create a minimum of interruption to traffic and pedestrian facilities and to the flow of vehicular and pedestriwi traffic within the project area. D- 10 EXAMINATION OF SITE It shall be (he responsiblRy of the prospective bidder to vksit the project situ and make such examinations and explorations as may be necessary to determine all conditions, which may affect construction of this projoct_ Particular attention should be given to methods of providing ingress and egress to adjacent private and public properties, procedores for protecting existing Improvements and disposition of all inaterials to t>e removed. Proper consideration should be given to these details during the preparation of the Proposal and all unusual conditions, which may give. r1se to later contingencies should to brought to the attention of the Owner prlar to the submission of the Proposal. D- 11 ZONING COMPLIANCE During the construction of this project, the Contractor shall comply with prosent zoning requirements of the City+ of Fort Worth in (he use of vacant property For storage purposes, D- 12 WATER FOR CONSTRUCTION r27r04 C49 PART D - SPECIAL CONDITIONS The Contraclor at his mm expense will furNsh water for construdon. D- 13 WASTE MATERIAL All wa to material shal[ become the properly of the Contractor and shall be disposed of by the Contractor at locations approved by the Engineer. All material shall be disposed of in such a manner as to present a neat appearance and to not obstruct proper drainage or to cause injury to street Improvements or to abutting property. D- 1+4 PROJECT CLEANUP AND FINAL ACCEPTANCE The Cnnlractor !shall be awam that keeping time. prajoct site in a heat and orderly 00ndition is considered an integral part of the contracted work and as such shall be considered subsidiary to.the 'appropriate bid itarns. Clean up work shall be done as directed by the Engineer as the work pTogrzznes or as nimdcd. If, its tine opitmion. of the Engineer it is ne�ccsFary, cyan-map AatI be done on a daily-basis. Clean up work shall im3 [ude,but not be Iimii; d to- * Se�pirr� tbo stx�ot clea�� of dirt or debris • Storing excess material in appropriate and organized matmer * Keeping tEash of any kind off of residents' prnpurty If time Engineer does not feat that the johsite lies been kept in an orderly condition, on lime next estimate, pE�ymont (and all subsequent payments until completed) oFthe a propriate hid iUm(s) will be r€duced bV 5%. Final cleanup work shall be done for this project as soon as all constructlon has been completed. No more than seven days shall elapse after completion of construction before the roadway, right- of- aye. or easement 1s cleaned up to the salisfactlan of the Engineer. Tile Contractor shall make a final cleanup of all parts of the work before acceptance by the City of Fort Worth or its representative. This cleanup shall include removal of all objectionable rocks, pieces of asphalt or concrete and ether construr-Ilion materials, and In general preparing the site of the wort[ in an orderly manner and appearance. The Cily of Fort Worth Department of Engineering shall give final acceptance of the completed projact work, 0- 15 CONSTRUCTION SCHEDULE AND SEQU ENCI NG OF WORK Prior to executing the Contract, It shall be the responsibility of the Contractor to furnish a schedule outlining the anticipated time for aach phase of construction with starting and completion dates. including sufficieni time being allowed for deanup. The Contractor shall ncrt ccr nmance wl(h walar aPdfor sa: nit€Ty sewer inslallatlon.untll such lime that the survey Qo1-sl leets Bove been received trorn' lite City.inspector- D- 16 nspector_D- 16 SAFETY RESTRICTIONS - WORK NEAR HIGH VOLTAGE LINES Tlie following procedures will be followed regarding the subject Item on this contract: 1. A warning sign not less ihan five Inches by seven inches, pain led yellow with black tetters that are legible at twelve feet shah be placed inside and oulside vehicles such as cranes, derricks, power shovels, drill1m3 rigs, pile drivers, hoisting equipment or similar apparatus. The warring sign shall read as Follows: 'WARNING - UNLAWFUL TO OPERATE THIS EQUIPMENT WITHIN SIX FEET OF HIGH VOLTAGE LINES-" M77 -10 PAIN D - SPECIAL CONDITIONS 2. Equipment that may be operated within ten feet of high Vollage lines shall have insulating cage-type of guard about the boon or arm, except back hoes or dippers, and Insulator links on the Ilft hook connections. 3. When necessary to work within six feet of high voltage electric lines, notiflcation shall be given the power company (ONCORE) who will erect temporary inech anical barriers, de- energize the linos, or raise or lower the Iln s, The work done by the power company shall not be at the expense of the City of Fort Worth. The notifying department shall malntaln an accurate log of all such calls to ONCOI E, and shall record action taken in each case. 4_ The Contractor is required to make arrangements with the ONCORE company 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 laving been taker~ as ouNined in Paragraph ( ). D- 17 BID QUANTITIES Bid quantities of the various items in the proposal are for comparison only and may not reflect the actual quantities. There is no limit to which a hid item can be Increased or decreased. Contractor shall not be entitled to renegotiation of unit prices regardless of the final measured quantities. To the extent that 04-4.3 conflicts with this provislorM, this provision controls_ No claim Ali be considered for lost or anticipated profits based upon differences in estimated quantities versus actuaat quantities, D- 18 CUTTING OF CONCRETE When a isting concrete is cert, such cuts shall be made with a concrete saw. All sawing shall be. subsidlar'y to tha unit cost of the respective item. D- 19 PROJECT DESIGNATION SIGN Project signs are required at all locations. It shalt be In aacr-ordance with the attached Figure 30 (dated 9-1B-96). The s€gns may be mountdd on skids or posts. The Engineer shalt appraie the exact locations and methods of mountIng. In addition to the 4' x 8' project signs, project signs shall be attached to barricades used where manhole rehabilitation or replacement is being conducted. Signs suspended from barricading shall be placed in such a way that signs do not Interfere with reflective paint or coloring on the barricades. Barricade signs shall be In accordance with Figure 30, except that they shall be 1'-0" by '-g° in size. The Information box shall have the following information.- For nformation.For 0uestions on this Project Call, (8 17) 871-8306 -F 7;30 arra to 4,30 p.m. or (817)871-5300 Nights and Weekends Any and all cost for the required materials, labor, and equiprnew necessary for the furnishing of Project Signs shall be considered as a subsidiary cost of the project and no additional compensation will be allowed. D- 20 CONCRETE SIDEWALK AND DRIVEWAY REPLACEMENT i PART D - SPECIAL CONDITIONS At locations in the project where mains are required to be placed under existing sldawalks andfor driveways, such sidewalks and/or driveways shall be completely replaced for the full existing width, between existing construcflan of expansion joints with 3000 psi concrete with reinforcing steel on a sane cushion in accordance with City of Fort Worth Transportation)publrc Works Department Standard Specifications for ConsVuction, Item 504. At locations where mains are required to be placed under existing curb and gutter, such curb and gutter shall be replaGcod to match type and gaametry of the removed curb and gutter shall be lnsfalled In accordance with City of Fort Worn} Public Works Department Standard Specification for Construction, item 502. Payment for cutting, backfill, concrete, forming materials and all other associated appurtenances required, shall be Included In the square yard price of the bid item for concrete sidewalk or driveway repair, D-211 MISCELLANEOUS PLACEMENT OF MATERIAL Material has been allocated under various blit items in the Proposal to establish unit prices for miscellaneous placement of material. These materials shafi be used only when directed by the Engineer, depending on held c6ndifions. Payment for miscellaneous placement of material will be made for only that amount of material used, measured to the nearest one-tenth unit. Payrnerd for miscellarmus placement of materlal shall be in accordance with the General Contract Documents regardless of the actual amount used for the project. D- 22 CRUSHED LIMESTONE BACKFILL Where specified on the plans or directed by the Engineer, Crushed Limestone shall be used for trench backfill on this project. The material shall conform to Public Works Standard Specifications for Suet and Storm Drain Construction Division 2 Item 208.2 - Materials and Division 2 item 208.3 - Materials Sources. Trench backfill and compaction shall meet the regUifements of E2-2 Exravation and Backfill, Construction Speciflcat6ns, General Contract Docunients_ Payment for cashed limestone backfill in place shall be made at the Unit price bid in the Praposal multiplied by the quantity of material used measured in accordance with E2-2-16 Mensuremo-nl of Backfill Materials, Construction Specifications, and General Contract Documents. D- 23 2:27 CONCRETE Transportation and Public Works Department typical sections for Pavement and Trench Repair for Utillty Cuts Figures 1 through 8 refer to .uslrfg 2:27 Concrete as base repair. Since this cafl` out includes the word "wncrete", the consistent interpretation of the Transportation and Public Works Department is that this ratio specifies two { } sacks of cement per c-ublc yard of concrete. D- 24 TRENCH EXCAVATION, BACKFILL, AND COMPACTION Trench excavation and backfill tender parking lots, driveways, gravel surfaced roads, wlthirr easements, and within existing or future R.0-W. shall be in accordance with SecVonas E1- Backtill and E2-2 Excavation and Backfill of the General Contract Documents and Specifications except as specified herein. 1, TREK H EXCAVATION1 In accordance with Section E2-2 Excavatlon and Backfill, if the stated max!murn b-onch wldlhs are exceeded, either through.accident or otherwise; and If the Engineer determines thaat (tic design load Ings of the pipe wilt be exceeded, the Contractor will be required to support the plpe Mh an improved trench bottom. The expense &such remedial a7r -12 PART D - SPECIAL CONDITIONS measures shall be entirely the Contractor's own. All trenching operations shall be coalfInod to the wildth of permanent rights-of-way, permanent easements, and any temporary cam;tructlon easements. All excavation shall be In strict compliance with the Trench Safety Systems Special Condition of this document. 2. TRENCH BACKFILL: Trenches which lib outside of extsting or ful.ure pavement shall be backfilled above the top of the embedment materlal with Type "tom" backfill material. Excavated material usod for Type "C" backfill must be me ch anicaily compacted unless the Contractor can furnish the Engineer with satisfactory evidence that the P.1, of the excavated material is less than 8. SUch evidence shall be a test report from an Independent testing laboratory and must Include representative samples of sails in all involved areas, with a map showing the location and depth of the various tact hales. If excavated material is obviously granular in mature, contalning ]lttle or ria plastic material, the Engineer mar waive the test report requirement, See E1-2, , Type "C" or "W Backfill, and E -2.11 Trench BarkfllI for additional requirements, Whisn Type "C" back-fill material is not suitable. at the dfreetian of the Engineer, Type "B" backfill material shall be used. In ganeral, all backfill material for trenches in exastIng paved streets shall be in accardance with Figure A. Sand material specified in Figure A shrell be obtainod from an approved sou rca and shall consist of durable pafticles free of thin or elongated pieces, lumps of clay, soil, loam or vegetable rmalter and shall meet the fallowing gradation: * Less than I0°!a passing the #200 sieve P-1- - 10 or less Additionally, the crushed limestone embedment gradation specified In Section E1-3 Crushed Limestone for Ernbed men t of the General Contract Documents and Specifications shall be replaced with the following; Sieve &Ze % d etained 9". 0-10 1W 4075 1S}" 55-90 #4 90-100 #s 95-100 AM other provisions of this section shall remain the same_ i 3. TRENCH COMPACTION: All trench backfill shall be placed In lifts per E2-2.9 Backfill. Trenches which Ile outside existing or future pave men Is-�shsll be compacted to a minimum of 90% Standard Proctor Density (A,S.TU D698) by mechanical devices specifically designed for compaction or a combination of methods subject to approval by the Engineer. Trenches which lie under exlating or future pavement shall be backfilled per Figure A with 95% Standard Proctor tensity by mechanIca] devices specificaIlly designed for compaction or a combination of methods subject to approval by the Engineer, Backfill materlal to be compacted as described above MLK;I be within +-4% of Its optimum moisIure content, The top two ( ) feel of sewer IIne trenches and the lop eighteen (18) inches of waler lure may be rolled in wlfh heavy equlpmenl tires. prodded it is placed irk lifts appropriate to the materia I being +jsed and the operation can be performed without damage to the installed pipe. The Gilty, at Its own expense, wlll perform trench compaction tests per A.S.T.M, standards on all #reach backfill. Any retesting required as a result of failure to cormpacl the back l'lll material to rrrr -"I PART D - SPECIAL CONDITIONS meet the standards wail be at the expense of the Contractor and wail be billed at the comrrerda] rates as determined by the iter_ These soil density tests shall be performed at two (2) fool vertical intervals beginning at a level two ( ) feet above tho top of the installed pipe and contlnuing to the top of the compieted backfill at intervals along the trench not to exceed 300 1Inear Feet, The C on tractor will be responsible For providing access and trench safety system to the level or trench backfill to be tested. No extra compensation will be allowed fof exposing the backfill layer to be tested or providing trench safety system for tests conducted by the City. 4. M1"ASUREMENT AND PAY FNT. All materla1, with the excepli4r, of Type X13„ backfill, and kubor nests of cxravafion and hoc kliII will be included in the price bid per linear foot of water and sewer pipe_ Type "S" backfill strait be pig id For at a pre-bid unit pi-Ice of IS15.00 pLnr cubic yard_ D-25 TRENCH PAVEMENT (PERMANENT) REPAIR {E2-19) FOR UTILITY CUTS The unit price bid under the appropriate bid Item of the proposal shall sever all Cost for providllno pavement repair equal to or superior in composition, thickness, etc_, to existing pavement as detailed in (tie Public Waris Department typical sections for Pavement and Trend Repair for Utility Cuts, Figures 2000-1 through 2000-3. The results of the street cares that were conducted on the project struts, to determine FIMA depths on existing streets, aro provided in these specifications and contract documents_ All required paving cuts shall be made with a concrete saw In a true and straight lire on both sides of the trench, a minimum of twelve (12) inches outside the trench walls, The trench ShaII be backfilled and the tap nine (9) inches shall be filed with required materials as shown on paving detalls, compacted and level wilh the finished street surface. This flnlshed grade shail be maintained In a serviceable condition until thy: paving has been replaced. All residential driveways shall be acres sib]e at n19ht and over weekends, It has been determined by the Transportation and Public Works Depadment that the strip of existing FIK4AG pavement betweari the existing gutter and lie edge of the trench pavement repair wall not hold up If such strlp of exilsting paaenienI. is two ( ) feet or less in width. Therefore, at the locations in the project where the tren oh walI Is three (3) feet or less from the I I p of the existing gutter, the ControGtor shall be required to remove the existing paving to such gutter. The pavement repair shall then be made from a minimum distance of twelve (12) inches outside the trench wall nearest the center of tha street to the gutter line. The pavement Shat/ be replaced within a maximum of five (5) working days, providing jab placement conditions will permit repavfng. IF paving conditions are not suitable for repaving, in the opinion of the Owner, the repa9ing shall be done at the earliest possible date. A permit must be obtained from the Department of Engineering Construction Services Section by the Contractor in conformance with Ordinanoe No. 3449 and/or Ordinance No. 792 to make utility owls in the street. Tha Department of Engineering will inspect the paving repair after oonsfruclion. This permit requirement may be waived If work is being done under a Performance Bond and Inspected by the Departn-mnt of Engineering. D- 26 SITE SPECIFIC TRENCH SAFETY SYSTEMA (COVERS ALL PROJECTS) A. GENERAL: This specification covers the trench safety requirements for all trench excavations exceeding depth of five (b) feet In order to protect workers from cave-ins. The requirements of this item govern all trenches for mains. manholes, vaults, service lines, and MWIV4 C-14 PART D - SPECIAL CONDCTI ONS all other appurtenances. The design for the trench safety shall be signed and sealed by a Registered Professional Engineer Ilcbnsed in Texas. The french safety'01an-shall be specific for each water and/or sanitary sewer lire included in the project. ' B. STANOARDS, The latest version of the U.S. Department of Labor. Occuptionaf Safety and Health AdrnWslration Standards, 29 GFR Part 1926, Sulo-Part P - Excavations, are hereby made a part of this specification and shall he the minimuni governing requirements for trench safety. C. DEFINITIONS. 1. TRENCHES - A trench is referred to as a narrow excavatlan made below the surface of the ground In which the depth is greater lhsn the width. where the width measured at the bottom is riot greater than fifteen (1 5) feet, 2. 13ENCHI VG SYSTEM - Benching means excavating the sides of a trench to farm one or a series of horizontal level or steps, usually with vertical or near-vertical surfaces between levels. . SLOPING SYSTEM - Sloping means excavating to form sides of a trench that are inclined away from the excavation. 4. SHIELO SYSTEM - Shields used in trenches are generally referred to as "trench boxes" or "trench shields". Shield means a structure that is able to wiIhstand the forms imposed on A by a cave-in and protect workers wlthin the structure. Shields can be permanent structures or can be designed to be portable and move alone as the work progresses. Shields can be either pre-manufactured or job-built in accordance with 0SHA standards. 5. SHORING SYSTEM - Shoring means a structure such as a metal hydraulic, mechanical or timber system that supports the sides of a trench and which is designed to prevent cave-ins. Shoring systems are generally comprised of cross-braces, vertical rails, (uprights), horizontal rails (wales) and/orsheeting. D. MEASUREMENT - Trench depth is' the vortical measurement from the fop of the a isting ground to the bottom of embedment or bottom of excavation. The quantity of trench safety systems shall be based c the linear fool amount of french depth greater than five (5) feet. E. PAYMENT - Payment shall be full compensatlorl for safety system design, labor, tools, materials, equipment and Ineldentals necessary for the installation and removal of trench safety systems. D- 27 SANITARY SEWER R MANHOLES A. GENERAL The Installation, replacement, arrd/or rehbibilitation of sanitary sewer manholes will be required as shown on the plans, grid/or as described In thew Special Contract Documents in addition to those located in the field acid identified by the Engineer. Aft manholes shaII be irk accordance with sections E1-14 Materia Is for Sanitary Sewer Manholes, Valve Vaults, Etc„ and 172-14 Vault and Manhole Construction of the General Contract Documents and Specificatiens, unless amended or superseded by requirements of this Special Condition. For new sewer line installations, the Contractor shall temporarily plug all lines at every open manhole under construction in order to keep debris out of the dry sewer lines. The plugs shall not be removed until the applicable manhole complete wlth cone i �t�vzrr� -'l 5 PART D - SPECIAL CONDITIONS sectlon has been constructed and the lid installed to keep out debris as a result of additional construction. 1. CONCRETE COLLARS: Concrete collars will he required on all manhGles specified as per Figure 121- 2. WATER71OHT MANHOLE INSERTS, Watertight gasket manho$e inserts shall be Installed In all sanitary severer manholes, Inserts shall he constructed In-accoridance with Fora` Worth Water Department standard E100-4 and shatl be fitted and Installed according to the manufacturer's recommendatJons. Stainless Steel manhole inserts shall be required for all pipe diameters 1 B" and greater_ 3. LEFT HOLES. All lift hales shall be plugged with a pre-cast concrete plug. The Il#t hole shall he sealed on the outside of the manhole wish marry-Nek or an approved equal sealant. The Jiff mole shall be sealed on the inside of the manhole with quick setting Cement grout, 4. FINAL RIM ELEVATIONS: Manhole rims in parkways, lawns and other Improved lands shall be at an elevation not more than arae (1) nor less than one-half (1/2) inch above the surrounding ground. Backfill shall provide a uniform slope from the top of manhole casting for not less than three (3) feet each direction to existing finish grade of the ground. The grade of ail surfaces shall be checked for proper slope and grade by string IlnIng the entire area.regarded near the manhole. Manholes in open fields, unimproved land, or drainage courses shall be at an elevation shown aft the drawings or minimum of 6 inches above grade. 5. MANHOLE COVERS: All lids shall have pick slog in lieu of pick holes. Manhole frames and covens shall be McKinley, Type fwl, with indented tap design, or equal, with pick slots. Covers shall set flash with the rimy of the trarne and shall have na larger than ' 8-jnch gap between the frame and cover. Bearing surfaces shall be machine finished. Locking manhole Iids and frames wIlI be restricted to locations within the 100-year floodpl61n and areas specifically designated on the plans. Certain teed Ductile Iron Manhole kids and Frames are acceptable for use where locking lids are specified. $_ SHALLOW CONE MANHOLES: Shallow manhole construction will be used when manhole depth is four (4) feel or less. All shallow cone manholes shall be built in accordance with Figure 105, All shallow cane manholes shall have a cast Iron iid and frame with pick slots_ MOTE: MANHOLES PER F IG URE 106 WILL NOT BE ALLOWED. 7, MANHOLE STEPS: No manhole steps are to be installed on any sanitary sewer rnanhote_ 8. EXTERIOR SURFACE OOATING� Exterior surfaces of all manholes shall be coated Wlth two mop goats of coal ter epoxy, (toppers "Bitumastic Super Service Black" Tnernec °46- 450 Heavy Tnemacrol," or equal to, a minimum or 14 mils dry film thickness. 9. MANHOLE JOINT SEALING! All Interior and/or exterior joints on concrete manhole sections constructed for the City of Fort Worth Water Department, excluding only the jolnts using a trapped type performed O-ring rubber gasket shall require BiturnasUc joint sealants as per Figure M. ;&27 104 C-16 – – — PART D - SPECIAL CONDITIONS This sealant shall be pro-formed and trowelable Ill#umastic as manufactured by Kent- Seal, Rarn-Nek, E-Z Stich, or equal_ The joint sealer shall be supplied In either extruded pipe form or suitable cross-sectlonal area or flat-tape and shall be sized as recommended by the man ufaaturer and approved by the Engineer, The joint sealer shall be protected by a suitable removable wrapper and shall not in any way depend on ox#dation. evaporation, or any other charnical action for either its adhesive properties or cohesive strength. The Joint sealer shall remain totally flexible without shrinking, hardening, or oxidizing regardless of the length of time it is exposed to the elements. The manufacturer shall furnish an affidavit attesting to the successful use of the product as a pre-farmed flexible joint sealant on concrete pipe and manhole sections for a period of at JeasI five gears. B. EXE I PON: 1, INSTALLATION OF JOINT SEALANT. Each grade adjustment ring and manhole fame shall be sealed wlth the above-specified materials. All surfaces to be in contact with the joint sealant shall be thoroughly cleaned of dirt, sand, mud. or other foreign matter. The manufacturer shall apply a primer to all' surfaces prior to installing the joint sealant in accordance with the r000m nendatlons. The protective wrapper shall remain on the joint sealant until immediately prJor to the placement of the pipe in the Irench. After removal of tha protective wrapper, the joint sealant shall be kept clean. Install frames and cover ager manhole opening Mth the boltom of the rings resting on Bitumastic joint sealer. frames and grade rings shall rest on Iwo (2) rows (inside and outside) of f3iturnastic joint sealer. 2. SEALING AND/OR ADJUSTING EXISTING MANHOLES. Excavate (rectangular full depth saW cut if In pavement) adjacent to the manhole to expose the entiFe manhole frame and a minimum of 6 Jnches of the manhole wall keeping the sides of the trench nearly vertical. Remove manhote frame from the manhole structure and observe the canditlon of the frame and grade rings. Any frame or grade ring that is not sukabfe for use as determined by the Engineer shall be replaced. tirade rings that are constructed of brick, block materials other than pre-cast concrete rings, or where necessary and approved by the E=ngineer, shall be replaced with a pre-cast flattop section, fire-cast concrete nags, or a pre-cast concrete flattop section will be the only adjustments allowed. In brick or block manholes, replace the upper portion of the manhole to 8 point 24 inches below the frame_ tf lhre walls or cone sectlon below this level are structurally unsound, notify the Engineer prier to replacement of the grade rings and manhole frame, Existing bricltwork, if damaged by the Contractor, shall be replaced at the.Contractor's expense. Wire brush manhole frame and exposed manhole surfaces to remove dirt arra loose debris. Coat exposed manhole surfaces with an approved bonding agent followed by an application of quick setting hydraulic cement to prov[do a smoothy working surface. If the inside diameter of the manhole is too large to safely support new adjustment rings. or frames, a flat top section shall be installed. J6nt surfaces between the frames, adjustment rings, and cane section stall be free of dift, stones, debris acrd voids to ensure a watertight seal. Mace flexible gasket Joint material along the inside and outside edge of each joint, or use tro elable material in Ileu of pre-farmed gasket material. Position the. butt joint of each length of joint Material en opposite sides of the manhole.. No steel shims, wood, stones, or any material not rn SC-17 i PAIN D - SPECIAL CONDITIONS specifcaliy accepted by the Engineer may be used to obtain finai surface elevation of the manhole frame. In paved areas or future paved areas, castings shall be installed l)yf using a straight edge not lass than ten (10) feet Tong-so that the top of the casting will conform to the slope acrd finish elevation of the paved surface_ The top of the casting sha11 be 1!8 inch below the finished elevation. Allowances for the compression of the joint materlal Shall be made to assure a proper final grade elevation. . EXPOSED E TEWOR SURFACES, All exposed exterior surfaces shall be coated With two mop coats of coaltar epoxy. Copper "Bitumastic Super Service Black"; Tnemec '46- 450 Heavy Tnernecol". or equal, to a minimum of 14 rails dry film thickness. 4. The exterior surface of all pre-cast section jofnts shall be thoroughly cleaned wii.h a wire brush and then waterproofed with a V2-inch thick coat of trowelable bitumastic joint sealant from 6-inches below to 6-inches above the joint. The coated joint shall then be wrapped with 6 mil pinstic to protect the sealant from darnage during backfilling. C. MEASUREMENT AND PAYMENT, The price bid for new manhole installatlonr shall include all labor, equipment, and materials nacessary for construction of the manhole including, but not limited to, joint soling, lift hole sealing and exterior surface elating. Payment shall not include pavement replacement, which if required, shall be paid separately. The price laid for reconstruction of mdsting manholes shall include all labor equipment and materials necessary for construction of now manhole, including, but not limited to, excavation, backtill, disposal of materials. joint sealing, IN hole sealing and exterlor surface coating. Payment shall not Include pavement replacement, which if required, shall be paid separately. The price bid fat adjusting and)or sealing of exlsting manholes shall include all labor, equipment and materials necessary for adjusting andlor sealing the manhole. including but not limited to, joint sealing, lift hole sealing, and exterlor surface coating. Payment for ooncrate cellars will be made per each. Payment for manhole inserts will be made per each. D-28 SANITARY SEWER SERVICES Any reconnection, relocation, re-routes, replacement, or new sanitary sewer service shall be required as shown on the plans, andlor as described in these Special Contact Documents in addlllon to those located in the field and identified by the Engineer as active sewer taps. The service connections shall be constructed b the Contractor utilizing standard factory rmanUf-�ctured toes. tatty approved factory manufac(ured saddle taps may be used. but only as directed by the Engineer. The decision to use saddle taps as opposed to tees shall be made on a case-by-rase basis. The Contractor shall be responsible for coordinating the scheduling of tapping crews with bu lding owners and the Engineer In order that the work be performed In ars expeditious manner. A minimum of 24 hours advance notice shall be given when taps wiil be required. Severed service connections shall be maintained as specifled in sectlon C6-6.15. D. SEWED SERVICE RECONNECTION. When sewer service reconnection Is called for the Contractor shall vertically adjust the existing sewer service line as required for reoorinection anti furnish a new tap. The fittings used for vertical adjustment shall consist of a maximum bend of 45 degrees. The tap skull be located so as to line up with the service line and avoid 1&27AW SC-18 PFT D - SPECIAL CONDITIONS any horizontal adjustment. For open cut applications, all sanitary sewer service tines shall be replaced to the properly or easement live, or as directed by the Engineer. Sanitary sewer services on sewers being rehabilitated using pipe enlargement methods shall be replaced to the property or easement line or as directed by the Engineer. Procedures listed below for Sewer Service Replacement shall be adhered to for the installation of any sewer service line including the incidental four (4) feet of service Ifne which is included in the price bid for anitary Sewer Taps, Payment for work such as backfill, saddles, tees, iiItil ng5 indden taal four (4) feet of service line and all othet associated appurtenances required shalt be included in the price bid for Sanitary Sewer Taps. E. SEWER SERVICE REPLACEMENT, All building sewer services encountered during construction shall be adjusted and/OF replaced by the Contractor as directed by the Engineer as required for the connection of the sewer service line_ It the sower service line Is In such condition or adjustr ink necessitates the replacement of the sewer service line, all worts shall be performed by a itcensed plumber. The Engineer shall determine [lie length of the replacement Ali sewer services shall be insta lied at a minimum of two (2) percerit slope or as approved by the Engineer. For situations involving sewer service rerouting. whether on public or pdVate property, the City shall provide line and grade for [lie sewer service lines as shown on the project plans. Prior to Iiistalling the applicable sewer main or lateral and the necessary service lines, the Contractor shall verify (by de-holintd at the building clean-out) the elevations (shown on the plans) at the building clean-out and compare the data with the elevation at the proposed connection point on the sewer main, in order to ensure that the two (2) percent minimum slope (or as specified by the Engineer) requirement Is satisfied_ Elevations shall also be verifies! at all bend locations on the service reroute. All applicable sewer mains, laterals and affected service fines that are Installed without pre construction do- holing at the affected residences (tia verify design elevations) shall be rernoved and replaced as necessary at theContractor's expense in the event grade conflicts are brought to light after de-holing is conducted. All elevatlon information obtained by the Contractor shall be submitted to the Inspector. The Engineer sha€I be immediately notified in the event that the two (2) percent minimurn slope is not saatlsfled. If the Contractor determines that a different alignment for the re-route is more beneficial than shown on the plans, the Contractor shall obtain and submit all relevant elevation Information for the new alignment to the Inspector and small big responsible for ensuring th a I the two (2).percent mil nil muin cdraido (car as approved b the Engineer) is satisfied. Prior to baackfillIng, the Contraclor shall double check the grade of the installed service line and submit signed documentatien veriyng that the line has been Installed as designed to bho Engineer. The Contractor, at its sole expense. shall be required to uncover any sewer service for which no grade verification has been submitted_ All re- routes that are not installed as designed or fail to meet the City codas shall be reinstalled at theContractor's expense_ The Contractor shall ensure that the service lime is backfilled and compacted in accordance vuith the Uty Plumbing Qade. Connection to the existing sewer service fine shall be made Jth appropriate adapter litttngs_ The fitting shalt be a urethane or neoprene coupling A. .T.M. -425 wilh series 300 stainless steel compression straps. The Contractor shall remove the existing clean-out and plug the abandoned sewer service line. The contractor shall utilize schedule 40 PVC far all sanitary sewer service re-routes or relocations located on private property. Furthermore, the contractor shall utilize the services of a licensed plumber for all service line work on private properiy.. Permits) must be Obtained from the City of Fort Worth Development Department for all servlce- line work on private property and all work related to the service line must be approved by a My of Fort Worth Plumbing inspector_ A copy of the plumbing permit shall be provIded to the Engineer prior to beginning work an the sanitary sewer ser Ice re-route and proof of final acceptance by the PART T D - SPECIAL CONDITIONS Plumbing Inspector shall be provided to the Engineer- Capon completion of the sanitary sewer re-route. Payment for work and materials sura as backfill, rernoval of existing clean-outs, plugging the abandoned sewer service lime, double checking the glade of the installed service line, pips fitfings, surface restoration on private propedy (to match existing), and -all other associated wof}c for service replacements in excess of four (4) linear feet shall be included in the linear fool price grid for sanitary sewer service line replacement on private property or public right of way. Payment for all work and material involving the "tap' shall be included in the price bid for san€tart'-sewer service taps. D- 29 REMOVAL, SALVAGE, AND ABANDONMENT 0 F EXIST[NG FAC IiLiTIE Any removal, salvaging andfor abandonment of existing facilities wilt necessarily be required as shown on the plans, and)or described In these Special Doottact Documents in addition to those located in the field and identified by the Engineer. This worts shall be done in accordance with Section E2-1.5 Salvaging of Material .arid E2-27 Removing Pipe, of the General Contract Documents and SpecIficatans, unless amended or superseded by requirements of this Special Condition. A. SALVAGE OF EXiSTING WATER METER AND METER BOX: Ex€sting water meter and meter box shall be removed and returned to the Water Department warehouse by the Contractor in accordance with Section E2-1.5 a Nag Ing of Mate rials. B. SALVAGE OF EXiSTING WATER METER AND CONCRETE VAULT LID: Existing water meter and concrete vault lid shall be removed and returned to the Water Department warehouse by the Contractor in accordance with Section E -1.5 Salvaging of Matefiais. The concrete vault shall be demolished in plane to a point not less than 18 Inches below final grade_ The concrete vault shall than be backfilled and compacted in acoordanoe with backfill roe#hod as specified in Section E2-2,9 Backfill. Backf€ll material shall be suitable excavated material approved by the Engineer. Surface restoration shall be mrnpatlble with existing surrounding surface and grade. O. SALVAGE OF EXISTING FIRE HYDRANTS. Existing fire hydrants shall be removed and returned to (he Water Department warehouse by the Doniraclor in accordance with Section E.2-1.5 Salvaging of Materia€s. The void shall be backfilled and compacted in accordance with back#'Gll method as specified in Section E2-2.9 Backfill, Backfill material shall be suitable excavated material approved by the Engineer. Surface restoration shall be compatible with existing surrounding surface and grade. D. SALVAGE OF F-XISTING GATE VALVE: Existing gate valve and valve box and lid shall be removed and returned to the Water Department warehouse by the Contractor in accordance with Section E -1.5 Salvaging of Materials. The void area caused by the valve femoval shall be backfilled and oompacted in accordance with backfill method as specified in Section E2-Z9 Backfill. Backfill material shall be suitable excavated material approved by the Enginaer. Surface restoration shall be compatible with existing surrounding surface and grade. If the valve is in a concrete vault, the vault shelf be dernolished in pace to a point no less than 18" below finni grade. E. At3ANOONMENT OF FIXiSTING GATE VALVE. Existing gate valve and box iid shall be abandoned by first.ciasing the valve to the ruily closers position and demolishing the valva box In place to a point not less than I8 inches below final grade_ Concrete shall then be used as backfill material to match exist€ng grade_ r ? G- 0 PART D - SPECIAL CONDITIONS F. ABANDONMENT OF EXISTING VAULTS= Vaults to be dernelished in place shall have top slab and lid removed and vault walls demolished to a point not less than 1$" below final grade. The void area caused shall then be backfilled and compacted in accordance wilh backfill method as specified in Section E2-2.9 Backfill. Backfill matofial shall be suitable excavated material approved by the Engineer. Surface restoration shall be wmpatlble with the existing surrounding grade. G. ABANDONMENT OF MANHOLES-. Manholes to be abandoned In place shall have all pipes entering or exiting the structure plugged with lean concrete. Manhole tap of cone sectlon shall be removed to the top of the full barrel diameter section. or to point not less than 18 Inches below final grade. The structure shall than be backfilled and compacted in-accordance with backfill method as specified ESN Section E2-2.9 Backfill, Backfill material may be either clean washed sand of clean, suitable excavated material approved by the Engineer. Surface restoration' shall be compatible with surrounding service surface. Payment for work Involved in backfilling plugging of pipe(s) and all other appurtenances required, shall be included in lige appreprlate bid Item - Abandon Existing Sewer Manhole. H. REMOVAL OF MANHOLES. Manholes to be removed shall have all pipes entering or exiting the structure disconnected. The complete manhole, including top or cone section, all full barrel diameter section, and base sectlon shall be removed. The excavation shall then be backfilled and compacted in accordance with backfill method as speclfled In Bectlorn E2-2-9 Backfit1, Backfill material may be with Type C Backfill or Type S Backfill, as approved by the Engineer. Surface restoration shall be compatible with surrounding surface. L C UTTING AND PLUGGING EXt TING MAINS: At various locations on this pro]ect, it may be required to cut, plug, and block existing water rnainslservices or sanitary sewer mains/services in order to abandon these 11nes. Cutting and plugging existing mains andfar services shall be considered as Incidental and all costs incurred will be considered to be included in the linear foot bid price of the pipe, unless separate Iren chi ng is regAIred. J. REMOVAL OF EXISTING PIPE. Where removal of the existing pi.pe is required, It shall be the Contractor's responsibility to properly dispose of ail removed pipe. All removed valves, fire hydrants and meter boxes shall be dellvered to Water Department Field Operation. Storage Yard, O_ PAYMENT: Payment for all work and material involved In salvaging, abandoning andlor removing existing facilltles shank be included in the linear fool bid prig of the pipe, except as follows. separate payment will be made for removal of all fire hydrants. gate valves, 16 inch and larger, and sanitary sewer manholes, regardless of location. Payment will be made for sWvaging, abandoning and/or removing all other existing facilities when said facility Is not being replaced in the same trench (i,e„ when removal requires a separate Irench). L ABANDONMENT OF EXISTING SEWER LINES: Where plans call for abandonment of existing sewer mains after the constructien of a new sewer main. the Contractor shall be responsible #or TV Inspection of 100% of the exist lhg serer m A n to be abandoned to make a final determination that all existing service connections have been relocated to the new main. .Once this determination has been made, the existing main will be abandoned as indicaled above in Item 1. I PART D - SPECIAL CONDITIONS D. 30 DETECTABLE WARNING TAPES Detectable underground utility warning tapes which can be Iocated frGm the surface by a pipe detector shall be Installed directly above non-metallic water and sanitary sewer pipe. The detectable tape skull be "Detect Tape" manufactured by Allen Systems, Inc. or approved equal, and shall con5jst of a minimum thickness 0.35 rnlis solid aturrainurn fail encased in a protective inert plastic jacket that is Impervious to all known alkalls, acids, chemical reagants and ;solvents found In the soil. The minimurn overakl (hickness of the tape shall be 5.5 rails, and the width shall not be less than two inches with a rninirmurn unit weight of 2% poundslI inch/100', The tape shall be calor costed and imprinted with the message as follows: T e of Utifiry Calor Code Low, ends 1N314ar Safoty Blue Caution! Burled Water Line Be(cw Beyer Safety Green Caution Buried Sewer Line.Betow installatlon of detectable tapes shall be per manufacturer's recommendations and shalt be as. close to the grade as las practical for optifinum pro teaticn and detectability, Allow a minirnurn of 18 inches between the tape and the pipe. Payment for work such as backfill, bedding, blocking, detectable tapes, and all other associated appurtenances required shall be included in the unit price bid for the a,ppropfiate bid item(s). D- 31 PIPE CLEANING Joints shall be wiped and then inspected for proper IWalls tion by the inspectors. Each joint shalf be swept daily and kept clean during installation. A temporary night plug shall be Installed on all exposed pipe en&dufIng any period of work-stoppage- D- 32 DISPOSAL OF SPOIUFILL MATERIAL Prior to the disposing of any ;spoil/fill material, the Contractor shall advise the Director of Engineering Department, acting as than City of Fort Worth's Flood Plain Administrator ("Administrator"), of the location of .all sites where the Contractor intends to dispose of such materlal. Contractor shall not dispose of such material untii tfis proposed sites have been determined by the AdmInistraitor to meta the requirements of the Hood Plain Ordinances of the City of Fork Worth (ordinance No, 10056). All disposal sites must be approved by the Administrator to ensure that Filling Is not occurring within a floGdplain without a permit. A floodplain permit can he Issued upon approval of necessary Engineering studies. No fill permit is required if disposal sites are not In a floodplain. 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 plarin or by a Flood Plain Fill Permtt authorizing till within the flood plain- Any expenses associated WM obtaining the fill permit, including any necessary Engineering studies. shall be at the Contractor's expense. In the event (hat the Contractor disposes of ;spoilifill materlal ;t a site without a fill permit or a letter from the administrator approving the disposal site, upon notification by the Director of Engineering Department, Contractor shall remove the spoilffill material at its expense and dispose of such materlals in accordance with the Ordinances of the City and this section. D- 33 MECHANICS AND MATERIALIVEN'S LIEN The Contractor shall be required to execute a release of mechanics and material men's liens upon receipt of payrnenL PART T D - SPECIAL CONDITIONS D- 34 SUBSTITUTIONS The specIflcations for materlaIs se out the minimum standard of quality, whlch the City believes necessary to procure a satisiiactory project. No subs lilutions will he perm 4Led unfit the Contractor has received written permission of the Engineer to make a substitution for the material, which 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 mama was used for the purpose of establishing a standard of quallty acceptable to the City. If a product of any other narne is proposed for use, the E=ngineer's approval thereof must be obtained before the Contractor procures the proposed substitute. Where the term "or equal", or "or approved equal" is not used in the specificatlons, 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 proving (hat the proposed substitution Is, In fact, equal, and the Engineer, as the representative of the City, shall be the. sole judge of the aeceplability of substitutions. The provisions of this sub-section as related to "substitutions' shall be applicable to all secttoris of these spedficafions. D- 35 PRE-CONSTRUCTION TELEVISION INSPECTION OF SANITARY SEWER A. GENERAL: Prior to the reconstruction, ALL sections of existing sanitary sewer limes to be abandoned, removed (except where Being replaced in the same location), or rehabilitated (pipe enlargement„ cured-In-place pipe. fold and form plpe, slip-line. etc.), shall be cleaned, and a television inspection performed to Idenflify any active sewer service taps, other sewer laterals and their location. Works shall conslsl of furnishing all labor. material, and equipment necessary for the cleaning and inspection of the sever lines by means of closed circuit television. Satisfactory precautions shall be taken to protect the sewer lines from damage that might be inflicted by the improper use of cleaning equipment. 1. HIGH VELOCITY JET (HYDROG LEAN IN ) EQUIPMENT. The. high-velocity sewer line c#eanfng equipment be constfucted for easy and safe operaflon. The equipment shall' also have a selection of two or more high-velocity nozzles. The nozzles shall be capable of producing a scouring action from 15 to 45 degrees in all size limes designated to be cleaned. EquipmenI shall also include a high-velocity gun for washing and scouring manhole walls acrd floor. The gun stall be capable of producing flows from a fine spray to a solid stream. The equipment shall carry its own water tank, auxiliary engines. pumps, and hydraulically driven hose reel. Hydraullcally Propelled Equipment small be of a Mrrauable dam type and be constructed irr such a way that a portion of the darn may be collapsed at any time during the cleaning ope{atlon to protect against floodng of the sewer. Tha movable dam shall be equal In diameter around the outer periphery to ensure removal of grease. If severer cleaning balls or other equipment. which cannot be collapsed. is used, special precaulions to prevent flooding of kite sewers and pubilc or private property shall be taken. The flow of sewage present in the sewer Ifnes shall be utilized to provide necessary fluid for hydraulic cleaning devices whenever possible. 2. CLEANING PROCEDURES: The designated sewer manholes shall be cleaned using high-velodly let egUipment. The equipment shall be capable of removing dirt, grease, rocks, sand, and other materials and obstructions from the sewer Lines and manholes. If cleaning of an entire section cannot be successfully performed from one manhole, the r;quipment shall he set up on the olher manhole and cleaning.again atlempted. If, again. successful cleaning cannot be performed or equipment falls to Iraverse the entire manhole section, it will be assumed that a major blockage exlsts.r and the cleaning effort fWZAM -23 PART D - SPECIAL CONDITIONS shall be abandoned_ When additional quantities of water from fire hydrants are Necessary Io avoid delay in normal working procedures, the-water ;Tell be conserved and not used unnecessarily. No fire hydrant shall be obstructed in case of a fire in the area served by the hydrant. Before using any outer from the City Water Distributlon System, the Conlfasctor snail apply for and receive permission from the Nater Department. The Contractor shall be responsible for the water meter and related charges for the setup, InCluding the water usage bill. All expenses shall be considered Incidental to cleaning. 3. DEBRIS REMOVAL AND DISPOSAL. All sludge, dirt, sand, rack, grease, and other solid or semisolid material resulting from the cleaning operation shall be removed at the downstream ma nhoie of the section being cleaned. fussing material from manhole sa>ction to manhole section, which could cause lire stoppages, a 3ccurrMulatlons of sand in we( wells, or damage pumping equipment, shall not be permitted. 4. All solids or semisolid resulting from the cleaning operations shall be removed from the site and disposed of at a site designated by the Engineer. All materials shall be removed from the slta no less often than at the end of each workday and disposrd of at ne addltional.cost to the Clty. S. UNDER NO CIRCUMSTANCE SHALL SEWAGE OR SOLIDS REMOVED THEREFROM BE DUMPED ONTO STREETS OR INTO DITCHES. CATCH BASINS, STORM DRAIN OR SANITARY SEVER MANHOLES- 6- TELEVISION INSPECTION EQUIPMENT: The television cameras used for the inspectlon shall be one specifically designed and constructed For such inspectlon_ Lighting for the carnera shall be suitable to allow a clear picture of the entire periphery of the pipe. The camera shall he operative in 100% humidity conditions. The camera, television monitor, and other components of the video system shall be capable of producing picture quality to the satisfaction of the Engineer; and if unsatisfactory, equipment shall be removed and no payment wl11 be made for aro unsatisfactory Inspection. B. EXECUTION. 1. TELEVISION INSPECTION: The camera-shall be moved through the line in either direction at a moderate rate, stopping when necessary to permit proper documenkatlnn of any sewer service taps_ In no case will the WevJslan carr era be pulled at a speed greater than 30 tee# per minute. Manual winches. power winches, TSI cable, and powered rowinds or other devices that do riot obstruct the camera view or Interfere with proper documentation shall iae used to move the camera through the sewer line. When manually fly operated winches are used to pull the television camera through the line, telephones or othier suitable means- of aommunicztions shail be set Grp between the two manholes of the taclion being Inspected to ensure good communicaflons between members of the craw. The importance of accurate distance measurements is emphasized. All television Inspecikon videotapes shall have a footage counter_ Measurement for Jaca#ion of sewer ;service taps shall be above, ground by means of mater device. iVlarking on the cable, or the like, which would require Interpolation for depth of manhole, will riot be allowed. Accuracy of the distance meter shall be checked by use of a walking meter, roll-a-tape, or other suitable device, and the accuracy shall be satisfactory to the Engineer. ror w4 PFT Q - SPECIAL CONDITIONS The City makes no guararkmae that all of the saniitary sewers to be entered are clear for the passage of a camera, The methods used for securirkg passage of Ihe camera are to be at the option of the Contractor. The cosi of retrieving the Television camera, under all circumstances, when it becomes lodged during inspectlon, shall be incidental to Television inspection. . DOCUMENTATION., Television- Inspection Logs. Printed location records shall be kept by the Corwtractor and will clearly show the locallon In relation to an adjacent manhole of each seer service taps observed during inspection. In addition, other points of significance such as locations of unusual conditions, roots, storm sewer connections, broken pipe, presence of scale and corrosion, and other discern€ble features will be recorded, and a copy of such records wall be supplied to the tlity. 3. PHOTOGRAPHS: Instant developing, 35 rnm, or other standard-size photographs of the tetevislon picture of problems shall be laken by the Contractor upon request of the Engineer, as long as such photographing sloes not Interfere with the Contractor's operafions. 4. VIDEOTAPE RECORDINGS: The purpose of tape recording shall be to supply a visual and audio record of probtem areas of the limes that may be replayed. Video tape recording playback shall be at the same speed that it was recorded. The teteVislon tapes shall be furnished to the City for review Immediately upon completion of the television Inspec€ion and May be retained a mi4lm Um of 30 Calendar days. Equipment shall be provided to the City by the Contractor For review of the tapes. The Engineer W111 return tapes to the Contractor upon completion of review. Tapes shall not be erased without the permission of the Engineer. if the tapes are of such poor quality that the Engineer Is unable to evaluate (he condition of the sewer line or to locate service connections, the Contractor shall be required to re-televise and provide a goad tape of the Line at no additional cost to Ihe.City. Il` a good [ape cannot be provided of such quality that can be reviewed by the Engineer, no payment for televising Ihit portlon shall be made. Also. no payment shall he made for portions of lines not televised or portions where manholes cannot be negotiated wRh the televlsion camera. THE TAPES SHALL BE SUBMITTED TO THE ENGINEER PRIOR TO CONSTRUCTION FOR REVIEW AND DETERMINATION OF SACS. Upon completion of review of the tapes by Ihe Engineer, the Contractor W111 be notified as to which sections of the sanitary sewer are to be corrected. The Engineer will return tapes to the Contractor upon completion of review. All costs associated with this work shall be Incidental to unit prices bid for items Under Television Inspection of the Proposal. C. PAYMENT OF CLEANING AND PRE-CONSTRUCTION TELEVISION WSPECTION OF SANITARY SEWERS, The cost for Pre-Construction Cleaning and Television Inspection of sanitary sewers shall be per linear foot of sewer actually televised. The Contractor shall provide the Engineer wily tapes of a quallty that the particular pEece of sewer can be readily evaluated as to exisling sewer conditions and for providing appmpriate rneana for review of the tapes hy+ the Engineer including collection and removal, transportation and disposal of sand and debris from the sewers to a legal damp site. f"TIN SC-25 PART D - SPECIAL CONDITIONS Televls[on Inspection shalI include necessary cleaning (hydraulic jet-or mechaniceI cleaner) to provide video image required for lire analysis. The primary purpose of cleaning is for television inspection and rehabilitation; when a portion cf a line is not or cannot be televised or rehabilitated, the cleaning of that portion of line shall be incidental and na payment shall be made. The City makes no guarantee that all of the sanitary sewers to be entered are clear for the passage of a camera. The methods used for securing passage of the camera are to be at the option of the Contractor. and the costs must be Included In the bili prim for Til Inspections. The cost of retrieving the TV Camefa, undef all circtimsiances, when It becomes lodged during inspection, shall be incidental to TV Inspection. The item shall also include all costs of installing and maintaInIng any bypass pumping required to provide reliable, regular sewer service to the area residents_ All bypass purnping shall be Incidental to the project. D- 36 VACUUM TESTING OF SANITARY SEWER MANHOLE D. OENERAU This Item shall govern the vacuum testing of all newly constructed sanitary sewer manholes. B. EXECUTION: 1, TEST PROCEDURE: Manholes shall be vacuum tested prior to any interior grouting with all connections in place. LIF[ holes shall be plugged, and all strop-connections and gas sealing connections shall be installed prior to testing. The sewer lines entering the manhole shall be plugged and braced to prevent the plugs from being drawn Into [he manhole, The plugs shall be installed in the lines beyond the Trap-connections, gays sealing connectlons, etc. The test head shall be placed inside the frame at the top of the manhole and inflated in accordance with the manufacturer's recommendations. A vacuum of ten Inches of mercury (19"Hg) shall be drawn and the vacuum pump will be turned off. With the valve closed. the level of vacuum Sha 11 be read after the required test time. The required test time shall be determined fpm the Tattle below in accordance wKh ASTM 01244-9 . Table l MINIMUM TIME REQUIRED FOR VACUUM DROP OF 1*' H9 ('IO"Hg - 9"Flig) (SEC) Depth of MH. 48-fnch Dia. 60-Inch Dia. {FT,} Manhole Manhole 0 to 16' 40 sec. &2 sac. 1s' 45 sec. 59 sac. 20' 50 sec. 65 sec; 22' 55 sec. 72 sec. 24' 59 sec_ 78 sec. 28' 64 sec_ 85 sec. 8' 69 sec_ 91 sec, I 01"771 4 5028 PART D - SPECIAL CONDITIONS 0, 74 sec. gS sac. For Each 5 sec. B sec_ Addi#ional ' 1. ACCEPTANCE: The manhole shall be considered acceptable. if the drop in the level of vacuum Es less than ane-inch of mercury (1" Hg) after the required test time_ Any manhole, which fails to pass the initial test, must be repaired by either pressure grouting through the manhole wail or digging to expose the a tedior wall of the manhole in order to locate the leak and seal it with an epoxy sealant. The manhole shall be retested as described above until It has successfully passed the test. Following completion of a stjcressful test, the manhole shall be restored to Its normal conditlon, ail lemporary plugs shall be removed, all braces, equipment, and debris shall be removed and disposed of in a manner satisfactory to the Engineer. O_ PAYMENT. Payment for vacuum tasking of sanitary sewer manholes shall be ptji l at the contract price per each vacuum test. Tilos price shall InclUde all material, labor, equipment, and all Incidentals, including all bypass pumping. required to wrriplete the les( as specified herein. D- 37 BYPASS PUMPING The Contractor shall bypass the sewage around the section or sections of sewer to be rehabilitated and{or replaced. The bypass shark be made by plugging exis#Ing upstream manhole and pumping the sewage into a downstream manhole or adjacent system or other method as may be approved by the Engineer. The pump and bypass Ilnos shall be of adequate capacity -and size to handle the Flow without sewage backup occurring to facilities connected to the sewer. Provisions shall be made at drEve ays and street crossings to permil safe vehlcular Iravel without interrupting flaw in the bypass system. Under no &curnstances wdl the Oon(ractor be permitted to dfscharge sewage into the trenches. Payment shall be incidental to rehabilitation or replacement of the sewer line. D-38 P OST-C 0 N STR U CTIO N TELEVIS10N IN S P EC TEON OF SANITARY SEWER A. GENERAL. After construction, ALL sections of sanitary sewer lines shall have a television Inspection performed by an independent sub-Contractor hired by the prime Contractor. Work small canslst of fumishing all labor, materlial, and equipment necessary for inspection of the sewer lines by means of closed circuli television. Sakisfactery precautions shall be taken to protect the sewer lines from damage that might be Infllcted by the Improper use of cleaning equipment. 13. TELEVISION INSPECTION EQUIPMENT. The televlslan camera used fer the inspection shall be one specifically designed and constructed for such Inspection. Lighting for the .camera shall be operative in 100% humidity conditlons. The camera, television monitor, and other components of the video system shall be capable of producing picture quality to the salisfactlorE of the Engineer; and If unsatisfactary, equipment small be removed and no payment will be made For an unsatisfactory Inspection. C. EXE=CUTION, 1. TELEVISION INSPECTION; The camera shall be moved through the llne in either direction at a moderate rate. stopping when necessary to permit proper documentation of IV71W SC-27 i PART D - SPECIAL CONDITIONS any sewer service laps. In na case will the television camera be pulled at a speed greater than 30 feet per minute. Manual wInches. }power winches. TV cable, and powered rewinds or other devices That do not obstruct the camera view or interfere with proper documentation shall be used to move the camera through the sewer line. No more than 2000 linear feel of pipe will be televised at one.time for review by the Engineer. When manually uperaled winches are used to pull the television camera through the fine, telephones or ether suitable means of communications shall be sel up between the two manholes of the section being inspected to ensure goad communications between members of the crew. The Importance of acrurale distance Measurements. Is eMphasized. All television inspection video tapes shall have a footage counter. Measurement for location of sewer service taps snail be above ground by means of meter device. Marking on the cable. or the like, which would require interpolation for depth of manhoie, will net be allowed_ Accuracy of the distance meter shall be checked by use of a walking metor, rall-a-tape, or other suitahle device, and the accuracy shall be satisfactory to the Engineer. The City makes-no guarantee that all of the-sanilaryr sewers to be entered are clear for the passage of a camera. The methods used for securing passage of the camera are to be al the option of the Contractor. The cost or retrieving the Television camera, under all circumstances, when it becomes lodged during inspection, shall be incidental to Television inspection. Sanitary sewer mains must be laced with enough water to fill all low pints. The television Inspection must be done Immediately following the laoing of the main with no water flaw. If sewer Is active. flow must be restricted to provide a clear image of sewor being inspected, 2_ DOCUMENTATION: Television Inspection togs; Printed loctatton reourds shall be kept by the Contractor and wilt clearly show the locatlan In (elation to an adjacent manhole of each sewer service tap observed during Inspection. All television Icgs-shalI be referenced to stationing as shown on the plans_ A copy of these tetevisfon logs will be supplied to the city, 3. PHOTOGRAPHS. Instant develop[rig, 35 mm, or other standard-size photographs of the television picture of problems shall be taken by the Contractor upon request of the Engineer, as long as such phutugraphing does not interfere with the ontractor's operations. 4. VIDEOTAPE RECORDING& The purpose of tape recording shall be to supply a visual and audio record of problem areas of the lines that may be replayed. Video tape recording playback shall be at the sarne speed that It was recorded, The Wevisian tapes shall be furnished to the City for review Immediately upan completion of the television inspection and may be retained a maxlmum of 30 calendar days_ Equipment shall be provided to the City by the Contractor fof review of the tapes. Tapes will be. returned to the Contractor upon wmpletion of review by the Engineer_ Tapes shall not be erased without the permission of the Engineer. If the to Pes are of such poor uaIit y tat the E nq ineer is unable to evaluate the condition of the sewer line or to locate service connections, the Contractor shall be required to re- televise and grovide a good tape of the Ilne at no additional cost to the QLty. If a good r7 - 8 PART D - SPECIAL CONDITIONS tape -cannot be provided of such quality that can be reviewed by the Engineer, no payment for televising thls port€orl shall be made. Also. no payment shall be made for portions of Ilnes not teievised or porlions where manholes cannot be negotiated with the televlslon camera. C}. PAYMENT OF POST-CONSTRUCTION TELEVISION INSPECTION OF SANITARY SEWERS. The cost for post-construction Television Inspection of sanitary sewers shall be per linear foot of sewer televised. The Contractor shall provide the Engineer wilh tapes of a quality that the particular piece of sewer can be readily evaluated as to sewer conditions and for providing appropriate means for review of tha tapes by the Englneor. Television inspection shall incilude necessary cleaning {hydraulic jet or mechanical cleaner} to provide video image required for IJne analysis. The quantity of TV inspection shall be measured as tho total length of new plpe installed, All costs associated with fts work shall be included to the appropriate bld item - most- onstructlon Television Inspectlon. The item small also include all costs of Installing and maintaining any bypass pumping required to provide reliable, regular sewer service to lore area residents. All bypass pUmping shall be ineldental to the project. D- 39 SAMPLES AND QUALITY CONTROL TESTING A. The Contractor shall furnish. at its own expense. cert€flcatlans by a private laboratory for all materials proposed to be used on the project, including a mix design for any asphaltic and/or Parlland cement concrete to be used, and gradation analysis for sand and crushed stone to be used along with the name of the pit from which the material was taken. The contractor shall provide manufacturer's certifications for all manufactured items to be used in the project and will bear any expense related thereto. I3, Tests of the design concrete mist shall he made by the writraetoes laboratory at least nine days prior to the placing of concrete using the same aggregate, cement. and rnortar which are to be used later in the concrete. The Contractor stall provide a certified copy of the test results to (he City. D. Quality control testing of in-place material on this project will be performed by the olty at its own expense. Any retesting required as a result of failure of the material to meet project specifications will be at the expense-of the contractor and will be billed at commercial rates as determined by the City. The fallure of the City to make any tests of materials shall In no gray relieve the contractor of its res ponsibil€ty to furnish rrtaterlals and equipmen I conforming to the reggirements of the con#ract. D. Not less than 24 hours notice shall be provided to the City by the Contractor for operations requiring testing. The Contractor shall provide access and trench safety system (if required) for the site to be tested, and any work effort involved Is deemed to be Included In the unit price for the Item be Ing tested. E. The Contractor shall provide a copy'of the trip ticket for each load of All material dellvered to the Job site. The ticket shall specify the name of-the pit supplying the fill material. D- 40 TEMPORARY EROSION, SEDIMENT, AND WATER POLLUTION CONTROL (FOR DI STURBED-AREAS.-L.E THAN 1 ACNE) A. OESCRIPTI N., This Item sha€I consist of temporary still erosion} sediment and aler polluliao control measures deemed necessary by the Englneer for the duration of the PART b - SPECIAL CONDITIONS contract. These control rnexasures shall at no time he used as a substitute for the permanent control measures unless otherwise directed by the Engineer and they shall not include measures Wken by the CONTRACTOR to co itroi conditions created by his construction operations. The temporary measures shall include dikes. dams. berms, sediment basins, fiber mats, Jule netting, temporary seeding, straw mulch, asphalt mulch, plastic Mars, rubble ilners, baled-hay retards, dikes, slope drains and other devices. B. CONSTRUCTION REQUIREMENTS: The Engineer has the authority to define erodible earth and the authority to limit the surface area of erodible-earth material exposed by preparing right-of-way, clearing and grubbing, the surface area of erodible-earth material exposed by excavation, borrow and to direct the CONTRACTOR to provide temporary polluti€ "Ontrol measures to prevent contamination of adjace n( streams. nther water courses, lakes, ponds or other areas of water impoundment. Such work may involve the construction of temporary berms, dikes, dams, sediment basins, slope drains and use of temporary mulches. malts, seeding, or other control devices or methods directed by the Engineer as necessary to control soil erosions. Temporary pollution-control measures shall be used to prevent or correct erosion that may develop during construction prior to installatiofl of permanent pollution control features. but are not aassoclated with permanent control features on the project, The Engineer will Ilmlt the area of preparing right-of-way, clearing and grubbing, a cavatlon and barrow to be praportionat to the CONTRACTOR'S capability and progress in keeping the finish grading, mulching, seeding. and ocher such permanent pollutions-control measurss currant in accordance with the accepted schedule. Should seasonal conditions rewire such limitations unrealistic, temporary soil-e rosion-oon trol rneasures shall be performed as directed by the Engineer, 2, Waste or disposal areas and construction roads shall be located and constructed in a manner that will minimize the amount of sediment entering streams. 3. Frequent fordings of live streams will not be permitted; therefore, temporary bridges or other structures shall be used wherever ars appreciable number of stream crossings are necessary. finless otherwise approved In writing by the Engineer, macbanized equipment shali not be operated In live streams. 4. When work areas or material sources are located in or adjacent to lire streams, such areas shaII be separated tram the stream by a duce or other barrier to keep sediment from entering a flowing stream. Care shall be taken dudwtg the construction and removal of such barriers to rninimize the muddying of a stream. .5. All waterways shall be cleared as scop as practicable of false work, piling, debris or other obstructions placed during caonstructlon operations that are not a part of the finished work. 6. The Doniractor shall take sufficient preca uliions to prevent pollution of streams, lakes and reservoirs with fuels, oils, bitumen, calcium chloride or ether harmful materials. He shall conduct and schedule his operaifons $o as to avold or minimize siltation of streams, lakes and reservoirs and to avoid interference with movement of migratory fish. C. MEASUREMENT AND PAYMENT,. All work, materials and equipment necessary to provids temporary erosion control small be onnsidered subsddiary to the contract and no extra pay will be given for (Ills work. D- 41 INGRESS AND EGRESSIOBSTRUCTION OF ACCESS TO DRIVE f 0127104 SC-30 PART D , SPECIAL CONDITIONS The Contractor shall. provide iogmss and egress Io the property being crossed by this carrstructlon and adjacent property when construction is not in progress and at night. Drives shall be left accessible at night, on weekends, and during holidays, The Contractor shall conduct his activities to minimize obstruction of access to drives and property during the progress of construction. Notificatlon shall be made to an owner prior to his driveway being removed andlor rabuilt. U- 42 PROTECTION OF TREES, PLANTS AND SOIL All property along and adjacent to the Contractors' operations including lawns, yards, shrubs, trees, etc., shall be preserved or restored after completion of the work. to a condition equal to or better than existed prior to start of work. Any trees or other landscape features scarred or damaged by the Contractor's operations shall be restored or replaced al the Contractor's expense, Trimming or pruning to facilitate the work will be permitted only by experienced workman in an approved manner (No trimming or pruning without the p raparty owners' consent). Pruned M bs of 1" diameter or larger sha]I be thoroughly treated as soon as passible with a tree wound dressing. By ordinance, the Contractor must obtain a permit from the City Fore,5ter beforo any work (trimming, removal, or root pruning) can be done on trees or shrubs growing on public property including street Rights-of-Ways and designated alleys, This permK can be obtalned by cia Ill.ng the Forestry Office at 871-8738. All tree work shall be in compliance with pruning standards for Class II Pruning as desodbed by the rational kborist Association. A copy of these standards can b-a provided by calling the above number. Any damage to pub c trees due to negligence by the Contractor shall be assessed using the current formula for Shade Tree Evaluation as defined by the fnternstional Society of Arboriculture. Payment far negligent damage to public Irees shall be made to the My of Fort Worth and may be wlthheld from funds due the Contractor by the City. To prevent the spread of the Oak 1 ift fungus, all wounds on Live Oak and Red Oak trees shall be impiediately sealed usiflg a cornrnercial pruning paint. No separate payment vvHl be made for any of the work Involved for this item an6 all casts incurred will be considered a subsidiary cost of the project. D- 43 SITE RESTORATION The contractor shall be responsible for restoring the site to original grade and rDndlitien after completion of his operations subject to approval of the Engirieer. The basis for approval by the Engineer will be grade restoration to plus minus orae-tenth (0.1) of a feat. D-44 OETY OF FORT WORTH STANDARD PRODUCT LIST Proposed products eubmItted in the bid documents must appear in the latest "city of Fort Worth Standard Product List, for the bid to be considered responsive. Products and processes listed in the "City of Fort Worth Standard Product List shall be considered to meet City of Fork Worth minimum technical requiramenis, D- 45 TOPSOIL, SODDING, SEEDING & t-IYDROMULCHINC This item shall be performed in accordance wlth the City of fort Worths Parks and Community Services Department Specificatlons for Topsoil, Sadding and Seeding, PART D - SPECIAL CONDITIONS 1. TOPSOIL DESCRIPTION-. This item will consist of furnishing and placing a minimum of s{x (6) Inches of topsail, free from rack and foreign material, in all parkways and medians to the lines and grades as established by the Engineer. CONSTRUCTION METHODS. Topsoil will be secured from borrow sources as required to supplement material secured from street excavation, All excavated materials from streets which Is suitable for topsoil will be-used in the parkways and medians before any topsoil is obtained from a barrow source. Topsoil material secured from street excavalion shall be stockpiled at locations approved by the Engineer, and at completion cif grading and paving operations, topsail shall be placed on parkway areas so as to provide a minimum six (6) inches of compacted depth of topsoil parkways. 2. SODDING DESCRIPTION: Sodding will consist of fumishing and planting Bermuda. Buffalo or St. Augustine grass in the areas between the curbs and walks, on terraces, in median strips, on ernbankrnenI.5 or cut slopes, or in such areas as desiignaGted on the Drawings and In accordance with the requirements of this Specification. Recommended Sijffalo grass varieties far sodding are Prairie and 609, MATERIALS. Sad shail consist of live and growing Bermuda. Buffalo or St_ Augustine grass secured from sources where the sail is fertile. Sod to be pilaced during the dormani state of these grosses shall be allve and acceptable. Bermuda and Buffalo grass soil' small have a healthy, virile root system of dense, thickly matted roots throughout a two (2) inch minlmum thtckness of native loll attached to the roots. St. Augustine grass sod shall have a healthy. virite root system of dense, thickly matted roots throughout a one (1) inch minimum thickness of native soil attached to the roots. The sod shall be free from obnoxious weeds or other grasses and shall not contain any matter deleterious to its growth or which might affect Its subsistence or hardiness when transplanted. Sod to t�e placed between curb and walk and on terraces shall be the same type grass as adjacent grass or existing fawn. Dare serail be taken at all times to retain native soil on the roots of the sod during the process of excavating, hauling, and planting. Sod material shall be kept moist from the time it is dug until planted. When so directed by tha Engineer, the sod existirig at [lie source shall' be watered to the extent required prior to excavating. Sod material shall be planted within three days after it Is excavated, CONSTRUCTION METHODS: After the designated areas have been completed to the lines, grades, and cross-sections shown on- the Drawings and as provided for In other Iterns of the contract, sodding of the spea'ifted shall be perf6rrned in accardance with the requirements hereinafter described. Sodding shall be .either "spot" or "black"; either Bermuda, Buffalo or t_ Augustine grass_ a. Spot Sodding Furrows }parallel to the curb line or sidewalk lines, twelve (12) inches on centers or to the dimensions shown on the Drawings, shall be opened on areas to be sodded, In all Me ZX4 SC-32 PART D - SPECIAL CONDITIONS furrows. sod approximately three (S) Inches square shall be placed on twelve (1 2) inch centers at proper depot so that the top of the sod shall not be more than one-ha If (112) inch below the finished grade_ Holes of equivaleni depth and spacing may be used instead of furrows. The soil shall be flrm around each block and then the entire sodded area shall be carefully rolled with a heavy, Band roller developing fifteen (15) to twenty-five ( ) pounds per square inch compression. Hand tamping may be req u[red on terraces. b. Bloch Sodding. At locations on the Drawings or where directed, sod blocks small be carefully placed on the prepared areas. The sod shall be so placed that the antlre des€grtated area shall be covered. and any gelds left in the block sodding shall be filled with additional sod and tarnped. The entire sodded area shall be rolled and tamped to faun a thoroughly compact solid mass. S urfa cos of block sod, which, in the opinion of tete Engineer, may slides due to the height or slope of the surface or nature of the soil, shall,. upon direction of the Engineer, be pegged wlth wooden pegs dflven through the sod block to the firm earth, sufficiently close to hold the block sod firmly in place. When necessary. the sodded areas shall be smoothed after planting #gas been ccmpl'ated and shaped to conform to the cross-section previously provided and existing at: the. time sodding operatlons were begun. Any excess dirt from planting operations shall be spread uniformly over the adjacent areas or disposed of as directed by the Engineer so that the completed suffacg will present a sightly appearance. The sodded areas shall be thoroughly watered immediately after they are planted and shall be subsequently watered at such times and in a manner and quantity directed by the Engineer until completiaat and final acceptance of the project by the City of tort Worth. 3_ SEEDIN DESCRIPTION- "Seeding" will consist of preparing ground, providing and planting seed or a Mixture of seed of the kind specified along and across such areas as may be designated on the Drawings and in accordance with these SpecIfications. MATERIALS: a. General. All seed used must carry a Texas Testing Seed label showing purity and germination. name, type of seed, and that the seed meets all requirements of the Texas Seed Law. Seed furnished shall be of the previous season's crap and the date of analysis shown on each tag shaft be Within nirts (9) months of tirne of delivery to the }project. Each variety of seed shall be furnished and delivered in separate bags or eonlainers. A sample of each variety of seed shall be. furnished for analysis and testing when directed by the Engineer. The specified seed shall aqua[ or exceed tho following percentages of Purity and gefmina3tion: Common Name Purl Germination ornmen Bermudas Grass 95% 90% Annual Rye Grass 95% 95% Tall Fescue 95% 9011% Western Wheatgrass 95% 90% IaT7104 -3 PART D - SPECIAL. CONDITI-ONS BUfFalo Grass Varieties Top Gun 95% 90% Cody 9511/0 90% `able 120.2.(2)a. URBAN AREA WARM-SEASON SEEDING RATE (Ibs.). Pure Live Seed (PLS} NINture for Clay or Tight Soils Mixture for Sandy Soils Dates (EEastern_Sections) (Western Sections) (All Sections) Feb 4 Bermudargrass 40 Buffalograss 80 1Bermudagrass 60 to Suffalvgrass 60 Herrtnudagrass 20 Buffalograss 40 May 1 Total: 100 Total: ion Totai: 100 Table, 120.2.(2)b TEMPORARY COOL-SEASON SEEDING RATE; (1b.) Pure Live Seed (PLS) Dates (All Secllons) Aug 15 Tali Fescue 50 to Western Wheatgrass 50 May 1 Annual Rye 50 Total: 100 CONSTRUCTION METHODS: After the designated areas have been completed to the lin ; grades. and cross-sections shown on the Drawings and as provided for In other items of this Contract, seeding of the- type specified shall be performed in accordance w1th the requirements herelnafter described. a. Watering. Seeded areas shall he watered as directed by the Engineer so as to pri went washing of the slopes or dislodgment or the seed, b. Finishing, Where appilcable, (tie shoulders, slopes, and ditches shall be smoothed after seed bed preparation has been completed and shaped to conform to the cross-section previously provided and existing at the time planting operations were begun, BROADCAST SEEDING. The seed or seed mixture in the quantity specified shall be uniformly disWbuted over the areas shown on the Drawings and whore dlrected. If the sowing of seed 1s by hand, rather than by mechanical methods, the seed shall be sown in two directions at right angles to each other. Seed and feAlizer shall be distributed at the same time provided the specified uniform rate of application for hath is obtained. "Flnishling" as specified in Sectlon D45, Consiructlon Methods. is not applicable since no seed bed preparation is required. DIS ED SEEDING: Sall over the area shown on the Drawings as directed to be seeded shall be loosened to a minimum depth of three (3) inches and all particles in the seed bed shall be reduced to less than one (1) Inrh in diameter or they shall be removed. The area shall then be f]nished to Sine and grade as sper4ed under "FInIshing" in Seciton D-45, Construction Methods, The seed, or seed mixture, speckfled shell then be planted at the rate required and the application shall be made uniformly. If the sowing of seed is by hand rather than by �&,WX SC-34 PART D - SPECIAL CONDITIONS mechanical methods, seed shall be raked or harrowed into the soil to a depth of approximately orae-eight (11$) Inch. The planted area shall be rolled with a corrugatod railer of the"Cul tipackee' type_ A]I rolling of the slope areas shall be on the Wntour. ASPHALT MULCH EEOING: The sell over the area shown on the Drawings, or as directed to be seeded, shall be loosened to the minimum depth of three (3) inches and all particles in the seed bed shall be reduced to less than one (1) inch in diameter. or they shall be removed. The area shall then be finished to line and grade as sl eflfled under "Finlshing" In Section D- 46. Construction Methods. Water shall then he applied to the c0tivated area of the seed bed until a minlmurn depth of six (b) Inches Is thoroughly moistened_ After the watering, when the ground has become sufficiently dry to be loose and pliable, the seed, or seed rnMum.speclhad. shall than be planted at the rate required and the applicat Ion shall be made uniformly. if the sowing of seed is by Land. rather than mechanical methods, the seed shall be sown in two directions at right angles to each ather, Seed and fertilizer may be distributed at the same time, provided the specified uniform rate of application for both Is obtained. After planting, the seed shall be raked or harrowed into the soil to a depth of approximately one-quarter (114) inch. The planted surface area and giving a smooth surface without ruts or tracks. to between the time compacting is completed and the asphalt is applied, [he planted area shall be watered sufficiently to-assure unlform moisture from the surface fa a min€murn of six (6) Inches in depth, The application of asphalt shall follow the last watering as rapidly-as possible. Asphalt shall be of the type and grade as shown on the Drawings and shall conform to the requirements of the item 300, "Asphalts, Cls and Emulsions", If the type of asphalt to be used is nol shover~ on the Drawings, or If Drawings are not Included, then MS-2 MS-2shall leo used. App€ications of the asphalt shall` be at a rate of three-tenths (0.3) gallons per square yard. It shall be applied to the area in such a manner so that a complete flim is obtained and the flnlshed surface shall be comparatively smooth. RE-SEEDING OF AREAS PLANTED WITH COOL SEASONS SPECIES: Areas where temporary cool season spec€es have been planted may be replanted beginning February '1 with warm season species a5 tisted ir) Table 120.2(2)a. The re-seeding will be ach€eyed in the fallowing manner. The cool season species shall be mowed Clown to a height of one (1) Inch to insure that slit-seedIng equipment will be.able to cut through the turf and achieve adequaIe soil penetratlan. ` Slit-seeding, is achieved through [tie use of an implement which cuts a furrow (slit} in the soif and places the seed In the slit which is thea pressed close wlth a cult packer wheal, 4_ HYDROMUL H SEEDING- If hydro mulch spading is provided, seed mix shall have 95%. parity of Bermuda grass and have a 9ennlna(ion rate of 90%. Contractor shall ensure thaI Ilse grass es(abifshes. 5. ONs'f RUCTION WITHIN PARK AREA TURP RESTORATION OF PARK AREAS.. FERTILIZER PART D - SPECIAL CONDITIONS DESCRIPTION: "FortilIzer' will constst of providing and distributing far 1iZer over such areas as are designated on the DraoAngs and In accordance with these Specifications. MATERIALS. All fertilizer used shall be delivered in bags ar containers clearly labeled showing the analysis. The fertilizer is subject to lasting by the City of Fort Worth in accordance with the Texas Fed Ilizer Law. A pelleted or granuiated fe0lizer sha11 be used wlth an analysis of 16-24.0 or 16-5.8 or having the analysis shown on the Drawings. The figures in the analysis represent the percent of nitrogen, phosphoric acid, and potash nutrients respectively as determined by the methods of the Association of Official Agricultural hemisis. In the event it is necessary to substitute a fertilizer of a different analysis, it shall be a pelleted or granulated fertlllzer with a lo"r concentration. Total amount of nutrients furnished and appiled per acre shall equal or exceed that specified for each nutrient. CONSTRUCTION METHODS, When an item for fertilizer is included in the Drawings and proposal, pelleted or granulated fertillzer shall be applied UnIi rrnly over the area specified to be fertilized and in the manner directed for the palrflcular item of work. Fertilizer shall be dry and In good physical condition. Fartiltzer that is powdemd to caked will be rejected. Distribution of fertilizer as a particular item of work shall meet the app rovaI of the Engineer. Unless othef-wise lndi ted on the Drawings, fertilizer shall be applied uniformly at the average rate of three hundred (300) pounds per acre for all types of "Sodding" and four hundred (404) pounds per acre for all types of "Seeding", M EASUREMENT: Topsoil secured Pram borrow sources wilk be measured by the square yard ire place on the project site. Mea3surement will be rnade only on topsoils secured from borrow scuroas, Acceptable materlai for "Seeding" will be measured by [he linear foot, complete in p*,e_ Acceptable rnaterla I for " oddIng" will be measured by the linear foot, complete in place. Acceptable material for "Fertilizer" shall he subsidiary to the price of sodding or seeding- PAYMENT: All work performed as ordered and measured skull be subsidiary to the contract unless and otherwise noted 1n the plans and bid documents to be paid for at the unit price bid for each item of work. Its price shalt be full compensation for excavating (except as noted below), loading, hauling, placing and furnishing all labor, equipment, tools, supplies, and incidentals necessary to complete work. All labor, equipment, tools and incidentals necessary to supply. transport. stockpile and place topsoil or salvage topsoil as specified small be included in "Seeding" or "Sodding" bid Items and will not be Bald for diractty. "Spot sodding" or "block sodding" as the case may be, will be paid for at the contract unit price per square yard, complete in place, as provided in the prnpoasal and contract. The contract unit price shall be the total compensation for furnishing and placing all sod; for all rolling and tamping; for all watering; for disposal of all surplus materials;.and for all materials, labor, equipmeni, tools and incidentals necessary to complete the worts, all in accordance w1th the DraWings -and these-S peel fice[ions. 1VV2-M4 SC-36 1 PART D - SPECIAL CONDITIONS The work performed and materials furnished and measured as provided under Weasuremenf' shall' be paid for at the unit price for "Seeding", or "Sodding" of the type specified, as the case may be, which prices shall each be full compensation for fumishing all materials and for performing all operations necessary to complete the work accepted as follows: Fertilizer material' and 'application will Coni be measured or paid for directly, but is considered subsidiary to Sodding and Seeding. D-46 CONFINED SPACE ENTRY PROGRAM It shall be the responsibility of the contractor to implement and maintain a variable 'CONFINED SPACE ENTRY PROGRAM" which must meet OSHA requ1,rernents For all its employees and subcontractors at all times curing construction. All active sewer manholes, regardless of depth, are defined by OSHA, as "permit required confined spaces'_ Contractors shall submit an acceptable "CONFINED SPACE ENTRY PROGRAM" for atl appilcable manholes and maintain an active fits for these manholes. The cost of complying with this prograrn shall be sebsidlary to the pay items Involving work in confined spaces. D-47 SUBSTANTIAL COMPLETION INSPE TIONIFINA L INSPECTION 7. Pribr to the final Inspection beim conducted for the project. the contractor shall contact the city Inspector in writing when the entire project or a designated portion of the project is substantlelly complete. 8_ The inspector along with appropriate City staff and the City's consultant shall make an Inspecticn of the substantially completed work and prepare and submit to the contractor a l'ist of items needing to be completed or corrected. g. The contractor shall take Immediate steps to rectify the listed deficiencies and notify the owner 1,n writing when all the dents have been completed or corrected. 10. Payment for substantial coniple4on inspection as well a final Inspection shall be subsidl'ary to the project price. Contractor shall still be required to address all other deficiencies, which are discavered at the time of final Inspectlon. 11. Final Inspectlon shall be ars conformance with general condition item "C5-5.18 Final Inspection" of PART C - GENERAL CONDITIONS. D- 48 EXCAVATION NEAR TREES (WHERE.IC NTIFIED ON THE PLANS) 1. The Contractor shall be responsible for taking measures to minimize damage to tree limbs, tree trunks, and tree roots at each work site_ All such measures shall be considered as incidental worts included In the Contract Unit Price bbd for applicable pipe or- s tru c[UT-e rstructure Installatton except for shirt tun ne[in g{tree augering. . Any and all trees localed within the equipment operating area at each work site shall, at the direction of the Engineer, be protected by erecting a "snow fence" along the drip lime or edge of the tree real system between tree and the cons trucIIon area. 3. Contractor shall Inspect each work site in advance and arrange to have any tree limbs pruned that mighl be damaged by equipment operations. The Engineer shall be notified PART D - SPECIAL CONDITIONS at least 24 hours prior to any tree tdmrning work. No (rirnmFng work will be permitted within private property vdthout written perrnissIon of the Owner, 4. Noth!ng shall be stored over the tree root system within the drip lino area of any tree_ 5. Before excavation (off the roadway) within the drip line area of any tree, the earth shall be sawcut for a minimum depth of 2 feet_ 6. At designated locations shown on the drawings, the "short tunnel" method using cuss 51 DJ. pipe shall be utilized. 7. Except in areas where clearing is allowed, all trees up to 8" In diameter damaged during construction shall be removed and replaced with the same type and diameter tree at the contractor's expense. 8. Contractor shall employ a qualified landscaper for all the work rOguired for tree care to ensure utilfza#ion of the best agricultural practices and procedures. g_ Short tunneling shall conatst of power augerIng or hand excavation. The tunnel diameter shat[ not be larger than 1-112 tunes the outside pipe diameter. Voids remaining after pipe Installation shall be pressure grouted. 0-49 CONCRETE ENCASEMENT OF SEWER PIPE Concrete encasement of sewers shall be paid for at the Contract Unit Price per linear foot of concrete encasement as measured to ptace Mang the centerline of the pipe for each pipe diameter Indicated. The Contract Unit Price shall indude all costs associated with installation and reinforcement of the concrete encasement. D- 54 CLAY DAM Clay Stam construction shall be performed in accordance with the Wastewater Clay Darn Construction, figure In the Drawings in these Specifications. at locafrons Indicated on the Drawings or as directed by the City. CJay dams shall be keyed into undisturbed soil to rrtake an impervious barrier to reduce groundwater percolation through the pipeline trench. Construction material shall constst of compacted bentonite clay or 2:27 conoreta. Payment for work such as forming, placing and finishing shall be subsidlary to the price bid for pipe installation. D- 51 EXPLORATORY EXCAVATION (0-HOLE) The Contractor shall be responsible for verifying the locations of all existing utilities prior to construction, in accordance wilh item D-B. At locations identified on the drawings, con(ractor shall conduct an exploratory excavation (D-Hole), to locatia and verify the locatlon and elevation of the existing underground utflity where it may be to polenitaI conflict with a proposed facility alignment, The exploratory excavation shall be conducted prior to construction of the entire project only at locations denoted on the plans or as directed by the engineer. Contractor shall submit a report of findings (including surveyed elevations of existing conflicting utilities) to tine City prior to the stark of construction of the entire project. If the contractor determines an existing utility is In conflict with the proposed facility, the contractor shall contact the ongineer immediately far appropriate design modlflca[Ions. The contractor shall make the necessary repairs at the exploratory excavation (D-Hole) to obtaln a safe and proper driving surface to ensure the safety of [he general public and to meet the I n{27l64 -38 PART D - SPECIAL CONDITIONS approval of the City inspector. The contractor shall be liable for any and all damages incurried due to the exploratofy excavation (D-Holo)_ Payment shall not be made for verificatlon of existing utillties per iters D-f. Payment for exploratory. excavations (D-dole), at locations identified on the plans or as directed by the Engineer, shall include full compensation for all materials, a eavatlon, surface restoration, field surveys, and all incidentals necessary to complete the work, shall be the unit prlce bid. No payment shall be made for exploratory excavatio n(s) conducted after construction has begun. D- 52 INSTALLATION OF WATER FACUTIES 52.1 Polyvinyl Chloride {PVC) Water Pipe POLYVINYL Chloride Plastic Water Pipe and fittings on this Project shall be in accordance with the material standard contained in the General Cantract Dam ments. Paiymerrt for work such as backfill, bedding, blocking, detectable tapes and all other associated appurtenant re€}uifed, small be included in the linear foot price bid of the appropdate BID REM(S). 52.2 Blocking Concrete blocking an this Project will necessarily be required as shown on the Plans and shall be installed in accordance with the General Contract € ocuments. All valves shall have concrete blocking provided for supporting. No separate payment will be made For any of the work involved for the Item and all casts incurred will be considered to be incjvded in the Ilnear fast bid price of the pipe or the bid price of the valvia. 52.3 Type of Casing pipe 1. WATER: The casing pipe for open cut and bored or tunneled section shall be AVVWA -200 Fabrilcated Electrically_ Welded Steel Water Pipe, and shall conform to the provislons of EI-15, 111-5 and E1-9 in Material Specifications of General Contract Documents and peclficalions for Water Department Projects, The steel casing pipe shall be supplled as follows= Foc the inside and oulslde of casing plpei coal-tar protective coating in accordance with the requirements of Sec_ 2-2 and related seckions in A4WWA -203, Touch-up atter field welds shall provide coating equal to these specified above. C. Minimum thickness for casing pipe used shall be 0.375 inch. Stainless Steel Casing Spacers (centering style) such as manufactured by Cascade Waterworks Manufacturing Company .or an approved equal shall be used on all non- concrete pipes when installed in casing. Installatlon shall be as recommended by the Manufacturer. i . SEWER; Boring used an tris praj ect shall be In a mordanee with the matertal slandard E1-1a and Can struction standard E2-1 5 as per Fig. 110 of the General Con tracl Documents. 3. PAYMENT: Payment for all materials, labor, equipment, excavation, concrete grout, backfill, and incidental Work shall be included In [he unit price bid per foot. 52.4 Tie-ins von SC-39 i PART b - SPECIAL CONDITIONS The Contractor shall be responsible for making tie-iris to the existing water mains. It shall be the responsibility of the Contractor to verify the exact location and efbvartion of the exisifng ling tie-ins. And any diffefences- in locations and elevation of existing line tie-ins between the contract drawings and what may be .encountered In the field shall be considered as incidental to construction. The cost of making tie-ins to existing water or sanitary sewer mains shall be included in the linear fool. Jaid price of the pipe. 52.5 Connection of Existing Mains The Contractor shall determine the exact location, elevation. configuration and angulation of existing water or san1tary sewer lines prior to manufacturing of the cannading piece. Any differences its locatlans, elevation. configuration, and or angulation of existing lines- between inenbetween the contract drawings and what may be encountered irl the said work shall be considered as incidental to constructron. Where it is required to shut down existing mains In order to make proposed connections, su& down time shall' be coordinated with the Engineer, and ali efforts shall be made to keep this down time to a minimum. In case of shutting down ars existing main, the Gontractar shall notify the Manager, Construction ervices, Phone 871-7813, at least 48-hours prior to the required shut down fi ms. The Contractor's attention is directed to Paragraph 5*5.75 INTERRUPTION OR SERVICE, Page 5-5(5), PART C - GENERAL CONDITIONS OF THE WATER DEPARTMENT GENERAL CONTRACT DOCUMENTS AND GENERAL SPECIFICATIONS. The Contractor shall notify the customer both personally and In wr10ng as to the location, time, and schedule of the service interruption. The oast of removing any existing concrete blocking shall be included In the coo of connection. Unless bili separately all cost lncurrod shall be included in the linear foot price bid for the appropriate pipe size, 52.8 Valve CuWns It may be necessary to cut-In gate valves to Isolate the water main from which the extension andlor replacernent is tin be connected. This may require closing valves In other lines and putting consumers out of service for that parlad of time necessary to cut in the new valve; the work must be expedJted to the utmost and all such cut4ns must be coordinated with the engineer in charge of inspection. All consumers shall be individuail advised prior to the shut out and adVised of the apprc) imate length of time they may be without service, Payment for work such as backfill, bedding, fittings, blocking and all other associated appurtenants required, shall be included in the price of the appropriate bid items. 52.7 Water Services The relocation, replacement, or reconnect on of water services will be required as shown on the plans, and/or as described in These Special Contract Docurnentit In addition to those located in the field and identlfled by the Engineer. All service's shall be constructed by the contractor ut.iilzing approved factory manufactured tap saddles (when required) and corporation steps, type K capper water-tubin[), curb stops with lock wings, meter boxes, and If required approved manufactured service branches. All rnaterrais- used shall be as specified j the Material Standards (EI- 17 & E1-18) contained in the General Contract Documents_ All water services to be replaced shall be Jnstalled at a minimum depth of 36 inches below final grade_ �tuz S -40 PART D - SPECIAL. CONDITIONS All exims ting 314-inch water service Ilnes which are to-be replaced shall be replaced witty f- inch Type K capper, 1-Inch diameter lap saddle when required, and 1-inch corporallon from the main Ilne to the meter box. All services which are to be replaced or reiocated shall be installed with the service main tap afid service line being lir line with the service meter unless otherwise directed by the Englneer. A minimum of 24 hours advance notice shall be given when service interruption wall be required as specified In Section C5-5.15 1NTERRUPTI ON 0 F SERVICE. All water service meters skull be removed, tagged, and collected by the contractor for pickup by the Water Department for recranditloning or replacement. After installation of the water service in the proposed Iocatlon and receipt of a meter from the project inspector the contractor shall install the meter. The mater box shall be reset as necessary to be flush with existing ground or as otherwise directed by the Engineer. All such work on the outlet side of the service meter shell be performed by a licensed plumber. 1. WATER SERVICE REPLACEMENT : Water service replacement or relocation is required when the existing service is lead or is too shallow to avoid breakage during street reconstruction. The contractor shall replace the existing service line with Type K copper from the maln to the meter, curb stop wilh lock wings, and corporation stop. Payment for all work and materials such as backfill, fittings, type K capper tubing, curb stop Wth lock wings, service line adjustment, and any relocation of op to 12-inches from center line existIng meter location to center line proposed meter location shall be included in the Linear Foot price bid for Copper Service Lima from Main to five (5) feet behind Meter. Any vertical adjustment of customer service line within the 5 foot area shall be subsidlary to the service installation. Payment for all work and materials such as tap sadd[a (if required), corpora Han stops, and fittings shall be Included in the price bid for Service Taps to Maln. 1, WATER SERVICE RECONNECTION, Water service reconnection is required when the existing service is copper and at adequate depth to avoid breakage during street reconstruction. The conlractar shall adjusl the existing water servfce line as required for reconnection and furnish a new tap with corporation stop_ The contractor will be paid for one (1) Service Tap to Main for each service reconnected phos for any copper service line used in excess of five (5) feel from Main to five (b) feet behind the Meter, , WATER SERVICE METER AND METER BOX RELO AT(ON : When the replacerraeni and rebcation of a water service and mater box is required 2nd the location of the meter and meter box is moved more than twelve (12) inches, as measured from the center line of the exisiing meter to iocaUan to Ehe center line of the proposed meter Iacation, separate payment will be allowed for the reloQation of service meter and meter box. Centerline Is defined by a line extended front the service tap through the meter. Only relocatlons made perpendicular to this centerline will be paid for separately. Relocations made along the i cen le rh ne will be paid of in feel of capper sorvlaa line. When relocation of service meter and meter box Is required, payment for all work and materials such as backfill, flttings, five (5) feet or type K copper service and all materials, tr SC-41 PART D - SPECIAL CONDITIONS labor, and equipment Used by and for the licensed plumber shall be Included in the price bid for the service meter relocation. All other costs will be Included In olher appropriate bid item(s). This item will also be used to pay For all service ureter and meter box relocatlans as require.d by the Engineer when the service line is not being replaced. Adjustment of only the meter box and customer service lfne within~ 5 feet distance behind the meter witl not justify separate payment at any time. Locations with multiple service branches +will be paid for as one service meter acrd meter box relocation_ 4, NEW SERVICE: When new services are required the contractor shall install tap saddle (when required), corporation stop, type K capper service line. curb stop with lock wings, and meter box. reinforced plastic meter boxes with cast iron lid shall be provided for all Inch water ureters or smaller. The reinforced plasfla water meter boxes shall comply with section E1-18A— Reinforced Plastic Water Meter Boxes. Payment for all work and materials such as backfill, fittings, type K copper tubing, and curb stop with lock wings skull be included in the Linear Foot price bid for Service tine rrom Alain to Meter live (5) feet behind the meter_ Paymemt for all work and materials such as tap saddle, corparatlon stops, and fittings shall be included in the price bid for Service Taps to Mains. Payment for all work and matedaks such as furnishing and settintig new meter boat shall be included in the price bid for furnish and set meter box. 1. MULTIPLE SERVICE BRANCHES: When rhul'Uple service branches are required the contractor shall furnish approved ractary manufactured branches. Payment for multiple service branches will Include furnishing and installing the multiple service branch only and aall other cost will be included In other appropriate bid trem($). . MULTIPLE STREET SERVICE LINES TO SINGLE SERVICE METER: Any multiple service lines with taps sefvicing a single service meter encountered during construction shall be replaced with one service line that is applicable for the size of the existing servlee meter and approved by the Engineer, Payment shall be made at the unit bid price in the appropriate bid item(s), 52.5 2-Inch Temporary Service Line A. The 2-inch temporary service main and 314-inch service lines shall be installed to provide temporary water service to all hufldrngs that will necessarily be required to have severed water service durFng said work. The contractor shall be responsible for coordinating the schedule of the temporary service connections.and permanent service reconnections with the building owners land the Engineer in order that the woris be performed In an expeditious manner. Severed water service must be reconnected within 2 hours of discontinuance of service. A 2-inch tapping saddle and 2-Inch zorporaation stop or -inch gate valve with an appropriate fire hydrani adapter fltting shall be required at tete temporary service point of connection to the City water supply. The 2-inch temparaary service main and W4-inch service lines shall be installed in accordance to the attached figures 1, 2 and 3. 2" temporary service luau shall be cleaned and sterilized by using cNarine gas or chlorinated lime (HTH) prior to installa Lion. 1627,t4 -4 PART D - SPECIALCONDITIONS_ The out-of-service meters shall be removed, tagged and collected by the GonlraGtor for delive{y to the Water Department Meter Shop for recond€#ionfncg or replacement. Upon restoring permanent service, the Dorilractor shall re-install the meters at the correct location. The meter box shall be reset as neGessafy to be flush with the existing ground or as otherwise d€rscled by the Engineer- The temporary service layout small have a min[mum available flow rate of 5 GPM at a dynamic pressure of 35 PSI per-service fap. Th Is crileria sha1I be used by the Contractor to determine the length of ternporaryf service allowed, number of service taps and number of feed points. When the temporary service is required for more than one lacation the -inch temporary service pipes, 3/4-inch service lines and the 2-Inch meter shall be moved to the next successive project location, Payment for work such as fittings. 3A4nch service lines, asphalt, barricades, all service connections. removal of temporary services and all other associated appurtenants required, shall be included In the appropriate bid Item. B. In order to accurately measure the amount of water used during construction, the Contractor will Install afire hydrant meter for all temporary service lines. Water used dur€ng construction for flushing new mains that cannot be metered from a hydrant will be estfmated as ao urately as possible. At the }ire-construction conference time contractor will advise the inspector of the number of meters that will be needed along with the lotions where they vul€I be used. The inspector will deliver the hydrant meters to the locations. After Inslallatlon, the contractor will take full responsibility for the meters until such time ars the contractor returns those meters to the inspector, Arty damage to the meters will be the sole responsibility of the contractor. The Water Department Meter Shop will evaluate the condition of the meters ripen return and If repairs are needed the conlractor will receive an invoice for those repairs. The Js5ued meter is for this specific project and location only. Any water that the contractor may need for personal use will require a separate hydrant meter obtained by the Contractor, at its cost, from the Water Department. S2.8 Purging and Sterilization of Water lines Before baling placed into service all newly constructed water lines shall be purged and ster€lized in accordance w€th E2- 4 of the General Contract Documents and Specifications except as madlfied herein. The City will provide all water for INITIAL cleaning and sterilizatlon of water lines. All rnaterlais for construction of the project, including appropriately sized "pipe cleaning pigs", chlorine gas or chlorinated lime (HThI) shall be furnished by the Contractor. Chlorinated lima (HTH) shah be used in sufficlerlt quantities to provide a chtorIne residual of fifty (50) PPM. The reslduail of free chlorine shall be measured after 24 hours an# shaII not be lass Chan 10 parts per million of free chlorine. CWcrinated water shall be disposed of In the sanitary sewer system, Should a sanitary sewer not be available, chlorinated water shall he "de-chlorinated" prior to disposal. The line may riot be placed in service unt€I two successive sets of samples, taken 24 hours apart, have met the establlshed standards of purity. Purging and stedtizalion of tha water lures shall be considered as Incidental' to the project and all cost, Incurred will be considered to be Included In the linear foot bid price of the pipe- IW.7144 PAIN D - SPECIAL CONDITIONS 52.10 Work Near Pressure Plane Boundaries Contractor shall take nota that the water line to be replaced ander this contract may cross or may be in close proxirnit to an existing pressure plane boundary. Care shall be taken to ensure all "pressure plane" valves installed ars installed closed and no cDss connections ars made between pressure planes 52.11 Water Sample Station GENERAL: All water sampling station Installations will be per attached Figure 34 or as required In large water motor vaults as per Figura 33 unless otherwise directed by the Engineer. The appropriate water sampling station will bs furnished to the Contractor free of charge; however, the Contractor will be required to pick up this item at the Field Operations Warehouse. PAYMENT FOR FIGURE 34 INSTALLATIONS- Payment for all work and materials neoessary for the installation of the 314-inch type K copper service line ►mill be shalt be included in the price bid for copper &Brvice Una from Mala to Meter. Payment for all work and materials necessary for the installation tap saddle (if required), corporation stops, and fittings shall be included in the price laid for Service Taps to Main. Payment for all work and materials necessary for the fnstatlation of the sampling station, concrete support block, curb stop, fittings, and an Incidental 5-feet of type K copper service line which are required to provide a complete and functlanal water sampling station shall ba included in the price bid for Water Sample Stations. PAYMENT FOR FIGURE 33 INSTALLATIONS. Payment for all work and materials necessary for the installation tap saddle, gale valve, and fittings- shall be included in the price bid For Service Taps to gain. Payment for all work and materials necessary for the installation of the sampling station, modification to the vault, fiffings, and all type K copper service line which are required to provide a complete and functional water sampling station stall be included In the price bid for Water Sample Stations. 5Z 12 Ductile Iron and Gray Iron Fittings l eferance Part E2 ConstruclIon Specifications, Section E2-7 installing Cast Iron Pipe, fittings, and Specials, Sub section E2-7.11 Cast iron f=ittings: E2-7,11 DUCTILE-IRON AND GRAY-IRON FI'l-TINGS, All ducifle-iron and gray-iron fittings shall be Furnished with cement mortar lining as stated in Section E1-7. The price bid per ton of fittings shall be payment In full for all fittings, jofnt accessories. polyethylene wrapping, hedzontai concrete blocking, vertical tie-down concrete blocking, and concrete cradle necessary for construction as designed. All du6tife-iron and gray-iron €fittings, valves and speclals shall be wrapped with polyethylene wrapping conforming to Material Specificaflan El-13 and Construction Specification E2-113, Wrapping shall precede horizDntal concrete blocking, vertical He- down concrete blocking, and concrete cradle_ Payment for the polyethylene wrapping, c�r2 rSC-4-4 PART T a - SPECIAL CONDITIONS horizontal concrete blocking, vertical tin-dawn con crate bleckIng, arrd concrete cradle-shalI be Included In bId items for vales and fittings and no other payments will be allowed, D- 53 SPRINKLING FOR DUST CONTROL All applicable provisions of Standard Specifications Item 200, "Sprinkling for Dust Control" $hall apply. However, no direct paymenI will be nada for this item and it sha11 be.considered to this contract. D- 54 DEWATERING The Contractor shall be responsible for determining the method of dewatering operatlon for the water or sewage flaws from the existing mains and ground water. The Contractor shall be responsible for damage of any mature resulting from the dewatering operatlons, The DISCHARGE frorn any dewatering opefatfan shall be conducted as approved by tae Engineer, Ground water shall not be discharged Into sanitary sewers. Dewatering shall be considered as incidental to a construction and all costs incurred will be considered to be included in the project price_ D- 55 TRENCH EXCAVATION ON DEEP TRENCHES Contractor to prevent any water flowing irate open trench during construction. Contractot shall not leave excavated trench open overnight. Contractor shall fill any trench the same day of excavation. No extra payment shall be allowed far this special condition. D- 56 TREE* PRUNING A, REFEREN C ES, National Arborist Ass ociatleWs "Pruning Standards for Shade TFOW. B. ROOT PRUNING EQUIPMENT 1. Vibratory Knife . Vermeer V-15SORC foot Pruner C. NATURAL RESOURCES PROTECTION FEN E 3. Steel "T" = Bar stakes, 6 feet long. 4, Smooth Horse-Wire: 14-1/2 gauge (medium gauge) or 12 gauge (heavy gauge). _ Surveyor's Plastic Flagging: "TLMW weight, tntemationat fluorescent orange or n5d calor, & Combination Fence, Commercially manActured coambination sail separator fabric on wire mesh backing as shown on the Drawings_ D, ROOT PRUNING 7. Survey and stake location of root pruning trenches as shown on drawings. 1fV2744 SC-45 PART T p - SPECIAL CONDITIONS S_ Using the approved specified equipment, make a cut a minimum of 36 Inches deep in order to inINmize cdamage to the undisturbed root zona. 9, Backfill and compact the trench irnmediately after trenching. 10, Place a -foot wide by 4-Inch deep cover of mulch over the trench as required by the Engineer, 11. Wil 24 bouts, prune flush with ground and backfill any exposed roots due to construction activity. Covar with wand chips of rnutch in order to equalize soil temperatWre and minimize water loss due to evaporation. 12. LJmit any grading work wllhin conservation areas to 3-inch maximum rut or fill, with no roots over 1-inch diameter being cut unless cut by hand or cut by specified methods, equipment and protection. E_ MULCHING: Appy 2-inches la 4-Inches of wood chips from trimming or clearing operation on areas.designated by the Engineer. F. Tree Pruning shah be considered subsidiary to ttre project.contract price. D- 57 TREE REMOVAL Trees to be removed shall be removed using applicable methods, Including stump and root ball removal. loading, hauling and dum- ping. Extra caution shall be taken to not disrupt exislIng utillfies bath overhead and buried. The Contractor shall immediately repair or replace any damage to utilities and private property including, tui not limited to, water and sower sarvices, pavement, fences. walls, sprinkler system piping, etc., at no cost to the Owner. All costs for tree removal, including temporary service costs, shall be considered subsidiary to the project ccntrac€ price and no additional payment will be allowed. D- 58 TEST HOLES The matter of subsurface exploration to ascertain the nature of the sails, including the amount of rock, if any, through which this pipeline installatidn is to be made is the responsibility of any and all prospective bidders, and any bidder on this projecl shall submit his bid under this condition. Whither prospective bidders perform this subsurface exploration jointly or independently, and whether they make such daterminatlon by the use of test holes or other means, shall be left to the discretion of such prospective bidders, If test borings have been made and are provided for bidder's information, at the locations shown on the logs of borings in the appendix of this specification, it is expressly/ declared that neither the City not the Engineer guarantees the accuracy for the information -or that the material encountered in excavations is the same, either in character, location, or elevation, as shown an the boring logs. It shall be the responsibility of the bidder to make such subsurface investigations, as ha deems necessary to determine the nature of the material to be excavated. The Contractor assumes all responsibility for interpretation of these records and for making and maintaining the required excavation and of doing other work affected by the.geology of the site. The cost of 2111 rock removal and other associated appurtenances, if required, shali be included in ttte linear foot bid prlw of the pipe. x z AN -4 PAIN D - SPECIAL CONDITIONS D- 59 PUBLIC NOTIFICATION PRIOR TO BEGINNING CONSTRUCTION AND NOTIFICATION OF TEMP WATER S ERVI C E IMTERRUPTJ0N 1)URIN6 ONTREICTION Prior to beginning construc'tlon on any block in the project, the contractor shall, on a block by block basis, prepare and dellver a notice or flyer of the pending constructloo to the front door of each residence or business that will be Impacted by construetlon. The notice shall be prepared as follows: The notification notice or flyer shall be posters seven (7) days prior to beginning any construction activity on each block in the project area. The flyer shall be prepared on the Contractor's letterhead and shall include the following Information: Name of Project, DOE No., Scope of Project (i.e. type of construction activity), actual construction duration within the black, the name of the contractor's foreman and his phone ntirnber, the name of the City's inspector and his phone number and the City's after-hours phone number_ A sample of the 'pre-construction notification' flyer is attached. The contractor shall submit a schedule showing the constructlan start and finish time for each Mock of the project to the inspector. In addition, a copy Of the flyer shall be delivered to the City Inspector for his review prior to being distributed. The contractor will not be allowed to begin construction on any block until the nyer is delivered to all residents of the block. In the evsnt it becornes necessary to tomporarIly shut down water service to residents or businesses during constructlon, the contractor shatl prepare and dellver a notice or flyer of the pending interruption to the front door of each affected restdent. The notice shall be. prepared as follows- The oIlowsThe notificatlon or flyer shall be pasted twenty-faun ( 4) prior to the temporary Interruption. The flyar shall be prepared on the contractor's letterhead and shall include the following information: Name of the project. DOE number, the date of the Interruption of service. the period the interruption will take place, the name of the contractor's foreman and his phone number and the name of the City's inspector and his phone number. A sample of-the temporary water service interruption not Ifi callan Is attached, A copy of-the temporary interruptlon notification sha11 be delivered to the Inspector for his review prior to being distributed. The contractor shall not be permitted to proceed with Interruption of water service untii the flyer has been delivered to all affected residents and businesses. Electronic versions of the sample Flyers can be obtained from the Construction offiica at (817) 871-830& All work involved with the natif'rcation flyers shall be-considered subsidiary to the contract price and no additional compensation shall be made. D- 6o TRAFFIC BUTTONS The removal and replacement of traffic buttons is the responsibility of the contractor and shall be considered a subsidiary item. In the event that the contractor prefers For the Signals, Signs and Markings Division (SSMD) of the TransportationfPUbtic Works Department to Install the Markings, the contractor shall contacl SSMD at (817) 871-8770 and shall reirnburse SSMD for all costs incurred, both labor and m8terial_ No additional compensation shale be made to the contractor firer this reimbursement. I PART D - SPECIAL CONDITIONS D- 61 SANITARY SEWER-SERVICE OLEANOLITS Whenever a sanitary sewer service line is installed or replaced, the Contractor shall install a two- way servico cleanout as shown in than attached detail. Oleanouts are to be installed out of high traffic areas such as driveways, streets, sidewalks; etc_ whenever passible. When it is not possible, the cleanout Mack and cap shall be cast iron. Payment for all work and materials necessary for the installation of the two-way service cleanciA which are required to provide a complete and functional sanitary sower cleanout shall be included in the price bid for San itary Sewer Service Cieanouts. D- 62 TEMPORARY PAVEMENT REPAIR The Contractor shall provide a temporary pavement repair immediately after trench b2acklill and compaction using a minimum of 2-inches of hot mix asphalt over a minimum of 64nchss of compacted flex base. The existing asphalt shall be save cut to provide a uniform edge and the entire width and length of the temporary repair shall he rolled vitt, a steel asphalt roller to provide smooth rideability on the street as well as provide a -smooth transitlon between the existing pavement and the temporary repair. most of saw cutting shall be subsidiary to the temporary pavement repair pay Item. The contractor shall be responsible for maintaining the temporary pavement .until the pavIn contractor has mobilized. The paving contractor shell assume maintenance responsibilityr upon such mobilization. No additonal cornpensation shall be mane for maintaining the temporary D-63 CONSTRUCTION STANCES The City, through its Surveyor or agent, will provide to the Contractor construction stakes or other rUsto miry method of markings as may be found consistent w1th professional practice, astablishing line and grades for roadway and utility construction, and centerlines and benchmarks for bridgevwork. These stakes she 11 be sst-sufFiciently in advance to avoid delay whenever praotical. One set of stakes shall be set far ail utility construction (wafer, sanitary sewer, drainage etc.), and ane set of.excavalion/or stabilization stakes, and one set of stakes for curb and gutterior paving. It shall be the sale responsibility of the Dontraetor to preserve, maintain, transfer, etc,. all sfakes furnished until completion df the construction phase of the prosect far which they were famished. If the City or its agen I determines that a sufficient number of strikes or markings provided by the City, have been lost, destroyed, or disturbed, to prevent the proper prosecution and cantral of the work contracted For In the Contract Documents, it shall be theContractor's responsibitity, at the Contractor's sale expense, to have such stakes replaced by an individual registered by the Texas Board of Professional Laand Surveyor as a Registered Land Surveyor. No claims for de}ay due to lack of replacement of construction stakes wdl be accepted. and lime will continue to he charged In aacoordance with the Contract Documents. D- 64 EASEMENTS AND PERMITS The performance of this contract requires certain temporary construction, right-of-entry ago-eements, andlor permits to perform work on private prapertyr. The City has attempted to abtaln the temporary constructlon anchor right-of-BnWy agfeemen% for properties where cons(ruction activlty i's necessary on City owned facilities, such as sewer lines or manholes. For ,orations where the City was unable to obtain the easement or right-of-entry, It fwMw SC-48 PART D - SPECIAL CONDITIONS shall be the Oonlractor's responsibility to obtain the agreement prJor to beginning work on subjoct property. This shall be subsidiary to the contract. The agreements, which the City has obtained, are available to the Contractor for review by contacting the plans desk at the Department of Engineering, City of Fort Worth. Also, it shall be the reaaponsibliity+ of the Contractor to obtain wrJtten permission from property owners to perform such worts as cleanout repair and sewer ;service replanement ocl private property. Contractor shall adhere to all requirements of Paragraph C6-6.10 of the General Contraact Documents. The Contractor's attenlion is directed to the agreement terms along with any special conditions that may have been Imposed on lhese agreements, by the property owners. The easernants and/or private property shall be cleaned up after use and restored to its original condition or better. In event additional work room is required by the Contractor, It shall be the ontraactorts responsibilily to obtain written permission frorn the property owners involviod for the use of additional property rewired. N o and ition al payment w111 be allowed for this item, The City has obtained the necessary documentation for railroad andlor highway permits required for construction of this project. The Contractor shall ire responsible for complying with all provisions of such permits, including oblaining the requisite insurance, and shall pay any and all costs associated with or required by the permits). It is the Contractor's responsibility to provide the required flagmen andlor provide payment to the appropriate railroadlagency for all flagmen during construction in railroadlagenc right-of-way. For railroad permits, Fmy and all costs associaled witty can ipIiance wiIh the permits) including payment for flagmen shall be subsidiary to the bid item price far boring under tiro railroad. No additIonal payment will be al lowed for thIs item. D-65 PRE-CONSTRU CTION NEI GH ISO RH00D MEETIN After the pre-construction conference has beery held but before construction is allowed to begin an this project a public meeting will be field at a location to be determined by the Englneer. The contractor. inspector. and project manager shall meet with all affected residents and present the projected schedule, including construction start date, and answer any constructJon related questions. Every effort will be made to schedule the neighborhood meeting Within the two weeks followkng the pre-construction conference but In no caaso will construction be allowed to begin until this meeting Is held. D- 66 WAGE RATES The labor classifications and minimum wage rates set forth herein have been predetermined by the City Council of the City of Fort Worth, Texas, In accordance with statutory requlrements, as being tine prevailing classifications and rales that shall govern can all work performed by [lie Contractor or any Subcontractor on the site of the project covered by these Contract Documents, In no event shall less than [lie following rales of wages be paid. (Attached) D- 67 REMOVAL AND :DISPOSAL OF ASBESTOS CEMENT PIPE A_ It is Ul e intent of the pity+ of Fort Worlh to comply with the requirements of the Asbestos- hlatiornal Emissions Standards''fot Hazardous Air Pollutants (NESHAP) lnurGd at 40 CFF Part 61, Subpart M. This specification will establish laroc:edure�i to be used by all Excavaa#ors in the removal and disposal of asbestos cemefit pipe (ADP) in compliance with NESHAP. Nothing in this specification shall be construed to void any provision of a PART D - SPECIAL CONDITIONS contract or other Ww, -ordinance, reguiation or policy whose requirements are more stringent. B, ACP is defined under NESHAP as a Category 11, non-friable mNterial in its intact state bort which may become friable upon rernoval, demolition and/or disposal- Consequently. if the-, removal/ disposal process readers the ACP friable, it Is regulated under the disposal requirements of 40 GFR 61.ib0. A NESHAP notifintlon must be filed with the Texas Department of Health. The notification must be filed at least ten days prior to removal of the material. If It remains in ifs nary - friabte state, as defined by the 1 ESHAP, it can be disposed as a conventional construction waste. The Envirmrlmental Protection Agency i( f defines friable as material, when dry, which may be crumbled, pulverized or reduced to powder by hand pressures. C. The Generator of the hazardous materia; is responsible for the identification and proper handling, transportation, and disposal of the materlal. Therefore. it is the policy of the City of Fort Worth that the Excavator is the Generator regardless of whether the pipe is fdab€e or not. D. It Is (he Inieni of the City of Fort Worth that all ACP sha11 he removed in such careful and prudent manner that it remains Intact and does not become friable. The Excavator Is responsible to employ those means, methods, techniques and sequences to ensure this result. E- Compliance with all aspects of worker safety and health regulations including but not limited to the OSHA Asbestos Standard Is the responsibility of the Excavator. The City. of Fort Worthy assumes no responsibility for compliance programs, which are the responsibility of the Excavator. (Cop} of forms attached) F. The removal and ifispoc-al of ACP shy 311 tae subsidiary to tho cast d insiailing [lie now pipe unless otherwise stated or indicated on the project plarls�flr_corntrart docurnerrts. U-66 STORM WATER POLLUTION PREVENTION (FOR DISTURBED AREAS GREATER THAN 1 ACRE) PERMIT: As defined by Texas Commission on Environmental Quality (TC E0) rag ulatil ons, a Texas Pollutant Disharge Ellminat€on System (TPQES) General Construction Perris k is required for al construction aclIvites that result in the dIstutbance of one to five acres (Small Const ruct€on ctivity) or five or more acres of total land (Lame Construction Activity)- The contractor is defined as an "operatoe' by state regulations and is required to obtain a permit, Information concerning the perm can be attained through the Internet at http'Jlwww.Inrcc.state.tx.0ape rmiUirig/wale r perm/wwperm1`r_onstruct.htm1. Soil stabilization and structural practices have been selected and designed In accordance with North Central Texas Council of Governments Best Managamer}t Practices and Eroslon Control Manual for Construction Activities (13MP Manual). This manual can be obtained through the Intemet at wwu .df stormwator.comtrunotf.html- Not all of the structurai centrais discussed in the BMP Manual will necessarily apply to this prajecl. Best Management Practices are ccnstruction management techniques that, if properly utilized, can minimlize.the need for physical controls and possible reduce casts. The methods of control shall result in minimum sedlrnent retention of not less than 70%_ }tJ121YAN SC-50 PART Q - SPECIAL CONDITIONS N NOTICE OF INTENT (NOI , If tho project will result in a total €and dislurbance equal to or greater than 5 acres, the contractor shall sign at the pre-.construction meeting a TCEQ Notice of Intent (NOI) farm prepa and by the engineer, It ;serves as a natIficaflon to the TCEQ of construction aclivity as well as a cornmitment that the cantraclQr understands (lie requirements of the permit for stoarm water discharges from construction activities and that measures will be taken to Implement and rnaintaln storm water pollution preventlon at the site. The N 0 1 shall be suWitted to the TCEQ a€ least 48 hours prior to the contractor mooring on site and shall include the required $100 appl€cation fee. The NO[ shall be mailed to; Texas Commission on Environmental Quallty Stora~ Water & General Permits Team; MC-228 P.O. Bax 13087 Austin, TX 78711-3087 A copy of the NOI shall be sent to. Clty of FW Worth t]eparlment of Environmental Management 500E MLK Freeway trod Worth. TJX 7611 NOTICE OF TER I1 1NATION (KNOT): For a I I sites Ihal quaIify as Large.Construc€Ion Activity, the contractor shall sign, prior to final payment, a TCEQ Notice of Termination (NOT) form prepared by the engineer. It serves as a notice that the site is rro longer subject to the requirement of the perrnit. The NOT should be mailed to: Texas CommIssion on Environmental Quality Storm Water& General Permits Team; -228 P.Q. fox 13087 Aus tin, TX 7.9711-3087 STORM WATER POLLUTION PREVENT I ON PLAN (SW PPP : A document consisting of ars erosion control and tonic waste management plan and a narratlya defining site parameters and techniques to be employed to reduce the release of'sediment and pollution feorn the construction site, Five of the project WPPP`s are available For viewing at the plans desk of the Department of Engineering. The selected Contractor shall be provided w1th three copies of the SWPPP after award of contract, along with unbounded copies of W forms to be Submitted to the Texas Commission on Environmental Quality. LARGE CONSTRUCTION ACTIVITY — DI TURBEO AREA EQUAL TO OR GREATER THAN 5 ACRES, A Notice of Intent (N01) forip shall be completed and suhmltfed to the T EQ including payment of the TCEQ required fee. A SWPPP th2t meets all TCEO requirements prepared b the Engineer shall be prepared and implemented at least 48 hours before the commencernent of construction activities. The SWPPP shall be incorprated into In the eontract documents. The contractor shall submit a schedule for implementation of the SWPPP. Deviations from the plan rnust be submllie d to the engineer for approval. The SW PPP is not warranted to meet all the conditions of the permit since tyre actual construction actMfles may vary from those anticipated during the preparation of the WPPP- Modifications may be required to fully conform to the requirements of the Permit. The contractor must keep a copy of the MOSi current SWPPP at the construction silo. Any alterations to the SWPPP proposed by the contraclor must be prepared and submitted by the contractor to the engineer for review and approval. A Notice of Termination 7x 7104 SC-51 PAIN D - SPECIAL CONDITIONS (RIOT) forrki shat[ be sUbm[tied wlthIn 3o dakys after f1nai stabillzatian has been achleved on all portions of the site that is the responsibility of the permittee, or, vwhen another perm ied aperstor assumes control over all areas of the 9Ite that have not beets finally stabilized. SMALL- CONSTRUCTION ACTIVITY - DISTURBED AREA EQUAL TO OR GREATER THAN ONE ACRE BUT LESS THAN.FIVE ACRES- Submission of a NOI farm Is not required. However, a TCEQ Site Nolice form must be completed and posted at the site, A copy of the completed Site Notice must be sent to the Cily of f ort Worth Department of Ertvlrunrnental Nlanagernent at the address listed above_ A SW PPP, prepared-as described above. shall be implemented at least 48 hours befare the cornmencement of construction activities. The PPP'must include descriptions of control measures necessary to prevent and control soil erosion, sedimentation and water pollkiiion and will be Included In the contract document. The control measures shall be ins(alled and maIntained throughout the construction to assure effective and continuous water polls an contrul. The controls may include, but not be [imiled to, silt fences, straw bale dikes, rock berms, diversion hikes, interceptor swales, sediment traps and basins, p1pe slope dram, inlet protection, stabillzed construction entrances, si�eding, sodding, mulchIng. soil reten#Ian blankets, c other structural c non-structural storm water pollution carktrols. The method of control shall result in a minimum sod lment rate ntlon of 70% as defined by the NCTCO "SMP Manual." Deviations tram the proposed control measures must be submitted to tete engineer for approval, PAYMENT FOR SWPPP IMPLEMENTATION- Payment shall be made pet lump sum as shown on the proposal as full cam pe nsation for all Re ms contained in the pro]act SWPPP, FOR DISTURBED AREAS LESS THAN 9 ACRE, SPECIAL CONDITION 0 - 40 SHALL BE APPLICABLE. D-69 COORDINATION WITH THE CITY'S REPRESENTATIVE FOR OPERATIONS OF EXISTING WATER SYSTEMS It is the Contractor's responsibility to coordinate any event that w[H require connecting to or the operation of an ex[sting City water line system with the City's representative_ The Contractor may obtain a hydrant water meter from the Water Department for use during the life of named project_ in the event the Contractor requires that a water valve on an existing live system be turned off and on to accommodate the constructlon of the {project, the Contractor must coordinate this activity through the appropriate My representative. The Contractor shall not operate water [ine values of existing water system. Failure to oomplyr wilt render the Contractor in violation of Texas Penal Gude Title 7, Chapter 28.03 (Criminal Mischlef) and the Contractor will be prosecuted to the full extent of the law. Irk add Non. the Contractor wi11 assume all I[abilifles and responsibi[ities as a result of these actions. D-70 ADDITIONAL SUBMITTALS FOR CONTRACT AWARD The 0 t reserves the 0glit to require any pre-qualified contractor who Is the apparent laver bidder(s) for a project to submit such additional information as the City, in sole discretion may require, including but not limited to manpower and equ[pmen I. records, Information about key personnel to be assigned to the project, and canstructian schedule, Io assist the City in evalualing and asses sing.1he agility of the apparent low bidders} to deliver a qualify product and successluIiy complete projects for the arnouM bId within the stipulated time frame. Based tjpon 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 additional information if requested rxrrw - -5 PART D - SPECIAL CONDITIONS may be cgrounds for re}ectkng the apparent low bidder as non-responsive. Affected contractors will be notifed in writing of a recommendation to the City Council. 0-71 SLY 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 riatified of unsatisfactory performance and/or of failure to maintain the contract schedule, the following process small be applicable; The work progress ort all construction projects will be closely manitorod. On a bi-mon thly basis the percentage of work completed will be compared to the percentage of tlrne Charged to the contract. If [lie amount of work performed by the contractor is less than the percentage of #irne allowed by 0% or rnore (example: 10% of the work completed in 30% of the stated contract time as may be amanded by change order), the following proactive measures will be taken'. . A letter will be railed to the contractor by certified mail, return receipt requested demanding that, within 1'0 days from the date Ihat the letter Is received. it provide sufficient equipment, irtaterlals and labor to ensure completion of the work within the contract time. Ire the event the contractor receives such a letter,.tha contractor shall provide to the City an updated schedule showing how the project will be completed within the contract time. 2. The project Manager and the Directors of the Department of Engineering, Water Department. and Department of Transportation and Public Works will he made aware of the situation. If necessary, the City Manager`s Office and the appropriate city council members may also be informed. 3. 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. 4. 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, thea forward updated notices to the interested individuals_ 5. if the contractor fails to provide an acceptable schedule or falls to perform sat isfactorlly a second time prior to the completion of the contract, the bonding company wild be notified appropriately. D-72 AIR POLLUTION WATCH DAYS The Contractor shall be required to observe the following gUidelines relating to working on City construction sites on days designated as 'AIR POLLUTION WATCH DAYS Typically, the OZONE SEASON, within the Metroplex area, runs fforn May 1, through OCTOBER 31, with 6:00 a.m. - 10.00 a.m. being critical BECAUSE EMISSIONS FROM This S TIME PERIOD HAVE ENOUGH TIME TO BAKE IN THE HOT ATMOSPHERE THAT LEADS TO EARLY AFTERNOON OZONE FORMATION. _ The Texas Commission on Enyironmental Qualft (TOEQ), in coordination with the National Weather Service, will issue the Air Pollution Watch by 3;90 p.m. on the afternoon prior to the WATCH day. On designated Asir Pollution Watch Days, the Contractor shall bear the f0ft74 SC-5 PART D - SPECIAL CONDITIONS - responsibility of being aware that such days have been designated Air Pollution Watch Days and as such shatl not begin work uotl1 10,00 a_mi. whenever construction phasing requires the use of motorized ecl"i0ment for periods in excess of I hour. However, the Contractor may begin work prior to 1 QD00 a.m. If use of mo#odzed equipment Is less than "l hour, or if 4E�g1ilpmenk Is new and certified by EPA as °Law ErnittIng-, or equipment burns Ultra L aw Sulfur Diesel (U LS D), diesel emulsions, or alternative fuels such as ONG, If the Contractor Is unable to perform cont'lnuous work for a period of at least seven hours between the hours of 7:00.a.m. - 0:00 p.m., on a designated Air Pollution Watch Day, that day will be considered as a weather day and added onto the all lo able weather days of a given month_ D-73 FEE FOR STREET USE PERMITS AND RE-INSPECTIONS A fee for street use permits is In effect. In addition, a separate fee for rye-inspections for parkway construction, such as driveways, sidewalks, etc_" will be required_ The fees are as follows: 1. The street permit fee is ,I � i f} per ermi( with payment due at the time of permit application. 2. A re-inspection fee of $25.OD will be-assessed when work for which an inspection called for Is Inoomplete. Payment Is due prior to the City performing re-Inspection. Payment by the contractor for alI street use permits and re-Inspecticns sham be considered subsidiary to (he contract cost and no additional compensatlon shall be made, f7AUa -54 (To be printed on Contractor's I,.rltLrh4:;"4 Date; DCBE No: 3176 PROJECT NAME:Main C Y C 413 Sanitary Sewer DraiBHge Area Parl I MAYSCO LOCATION: 76L LIMITS 0V C ON ST.. Wc5l of 9"h Avenue along f+1 'V-R betivaea Rosedale and Oleander ESffinated Duration of Cronistructiap on your Street : <XX> dnp THIS IS TO INFORM THAT UNDER A CONTRACT WIT1 THE CITY OF FORT WORTH, OUR COMPANY WILL REHA-BILITATE SEWER J.JNES ON OR AROUND YOUR PROPERTY. CONSTRUCTION WILL BEGIN 1 A-PPR rMATELY SE EN DAYS ' FROM THE DATE, OF THIS NOTICE. IF YOU HAVE QUESTIONS ABOUT ACCESS, SECURITY, SAFETY OR ANY OTHET ISSUE, PLEASE CALL: r. <C O TRACTOR'S SUP IwM TE NDENT> AT <TELEPHONE M> OR Mr. <CITY INSPE CTOR> A T I'CLEPHONE N0.> AFTER 4;30 PM OR ON WEEKENDS, PLEASE CALL 871-7970 pLE4As E,Ep TIJIS r-1, YER HAND Y WHEN YO U CALL. FY, W01H, TEX, PART D - SPECIAL CONDITIONS CITY OF FORT WORTH HIGHWAY CONSTRUCTION PREVAILING WAGE RATE FOR 2000 CLASSIFICATION HOURLY RITE Asphali Raker $10,32 Asphalt Shoveler $9.75 Batching Planl Weigher $9.65 Carpenter (Rough) $13..64 onGrete Flusher-Paving $10.1.0 Concrete Finisher Helper (Paving) $9.70 Concrete Finisher-Structures $13.44 Flagger $7,00 Farm Builder-Siructures $13.44 Ferre Setter-Pavi & Curtis $10,28 Form utter-Structures $9.75 Laborer-Comm n $7,64 Laborer-Willt<y+ $8.84 Mechanic $13,25 Servlwr $10.13 Pipe Layer $7.36 Pipe Layer Helper $8.75 Asphalt Distributor Operator $11.45 Asphalt Paving Machine Operator $11.09 Concrete Paving Saw $10,53 Crane, Clamshell, Backhoe, Detrick, Dragline, Shovel (< 1 112 $10.00 CY) Crane, Clamshell, Backhoe, [derrick, Dragline, Shovel.(> 1 112 $11.52 CY) Front land Loader (2 1!2 GY & lass) $9.94 Front End Loader (over 2 1/2 Y) $9.32 Milling Machine Operator $8.00 Mixer $11.00 Motor Grader Operator (FJne Grad a) $12.31 Motor Grader Operator $13,75 Pavement Matking Machine $11.00 Roller. Steel Wheel Plant-Mix Pavements $9,88 Roller, Sigel Wheel Other Flatwheel or Tamping $12.12 Roller, Prieumatic, Self-Propelled Scraper $8.02 Traveling.Mixer 10.00 Reinforcing Steel Setter (Paving) $9.75 Truck Driver-Single Axle (Light) $8.00 Truck Driver-Tandem Axle SernlTrailer $10.22 Truck Drive r-Lowboy&lost $10.54 Truck Driver-Transit Mix $10.63 Truk Driver-Winch $9,80 77104 - PART D - SPECIAL CONDITIONS ra 27104 S -57 FORT WORT H DOE NO. ][XXX Prate Harm- TI E OF TEMPORARY WATERSERVICE INTERRUPTION DUE TO UMI'i"Y IMPROE11+I1'NTS IN YOUR NEIGHBORHOOD, YOUR WATER SER VICE WILL AE INTERRITPTED ON BETWEEN THE HOURS OF _ AND If'YOU HAVE QUESTIONS ABOUT T tW SHUT-OUT, PLEASE CALL: MR. AT (CONTRACTORS SlJPERU f'f' NDENT) (TELEPHONE-NUM-HER) OR MR. AT (CITY INSPECTOR) (TELEPHONE NUM-BER) THIS INCONVENIENCE WILL BE AS SIIORT AS POSSIBLE. THANK YOU, -, CONTRACTOR -- - - PART T D - SPECIAL CONDITIONS - - - - f TEXAS ElEPARTMaT OF mr:ALT}i DEMOLITION 1 RENOVATION ° NOTIFICATION FORM r NOTE:CIRGLE ITEMS THAT ARE AJrAQNOED T 1) H 0 J+OTIFICATI!CH# rf 1 j Abarmetlt ComraQW, _ - - TDH Li4�!�5e Num be(, Atiddfess : --- -------.Clty, Stale; -----71p, a Wvk PJ,t��,IVi�rnJror: f ? _ job'ske Fhonm Nlamt w tJ f33tt it�paf4� or: _ _TDIi Eacariss*IU�m�er::__. -. . — s Trtim d fin-Site NFSH AP Irldlvldvnl:, - -- cerlurn;i2tlpn Date; c Dom orJrltm-conlractar; Ofllco Phiono.Hunibsrf I n Ad ss: Cly; 5tale:_Zip: I y - 2) Prnj9.�.Ccglstiitlaril'ar Ltaornt;o Nkvo Sor. N101ng Address, p Cliy:.... .£iJvia= —Zip, --] T q 3) Fodlily Owner.-. I,I Atrnntinn- Acity, 51ako: :Zip: O�'n�:-Phorte l�,dmtori___ "Nota;ThaInnIco!orIlseAWJlrcalluoLioeWil Ihasontlei IAQ' wr;erntiHabultdlni3andIhobtlllrtoaddras.sIorIhohwaleo.wJIJbe ol)ralnDd'(rom 141a InformnIrolt ttiM it pfuVidud In bile baGtloin, r N 4) Dor Cifpt?on(if raClr+ty NaMfl: E pllyf swl",Jguss; C,aunty..,. .., -_,„_ -.w C]ty-_ 5 Focll}fy lrhwe.x limber( ) Fnc lity cogwdmftr�66; H bAucfµlion of Are_ifRot?m Number•.-.. ...._ . ,r— A Prior u5c—, _ rurutd.us.D` P Aga nq or Bull Si tr` hiimfvarpPFiR4re; E5:h al(K-1 ): rI YES rJ NO I.2 5) Type of Work: 11 Damaliluon i Ranovatlr,n(Abatornont) (I Airlrtrid Gandpiidated T Work-*0 bb d uring; PAIN D - SPECIAL CONDITIONS 12} ALL applkcatAt liams In vio ralr4wing,taWa muel ba wmnVIeWd: er RO ASSEMOS PPX*E T COECK 66RE_. Approxlnrgte amount of Check unit of rrlrasurcmem Auber-int;{-unlsfning Building MatCci81 p�b�sko� 1}rflg Plpes Stiik-facs Ar�!n L.n I.n S0 SC Ou Cu FI fd' Ff M Fl 'M fiACtu1 [v bR rernau�d PjAC#v1 NOT r�rnaved Inicriur Caragwy I naM64bKe removed Exterior C"oryJnJ prr-F+j,+ r(- renly+-4t1 Ge :I I=-Wttbla M07 rcmcv d _Jn tarlor Cattery tl nori-fdable remised Lxicrinr nafdpovy rl non-W.9hre'wrrmovc�d r �I r1nrl-frlrtrle NOTrr;rnovnel RAC41 Cf:•Jrac!-,WCOMIPWrt L1 13) Waste Trarx iortr:r Namo; _-- 1131 I r lc:er,aa Number Addraw Ciiy: _ ± #ale; Pip: (:"C Nulnbor,j J.- 14) UVaSta Uii poa�,a1 Site Narne- _ J0.rlcJre�ot_. cIy: Stain' TNRCc.Ferms Nurnber----__ "1 fir) Fur uIrudura ly anaound fer.111tles,rjMlcG q a cgriyisf rt[rmaltiiun ardar and-i,dpartlfy Gavemman#al 4f1 cW WOW. Nacos-. ��I1apia"tlun No, aaiC of 4rdDM) I _L—- Doie ori ar(p bwE'n(ttilF,}MWM t i t6�.SClieei�rl !I ales p1 bee[oa�bs[ertlerit(hlMtl +r"r'} Start i i Cnmplula: I f 1 f) ',gd.j0C'.Ir1ftl7()Otr3.e Dernolillciafflenovotign(WlDDrY Y) 51.31[; 1( _ Complele!.- I-Nula: _"-Nuhn_If Ike stir!dura un Ilirs naGf Mlon can no#bo mol,tha ION Fta-glnnAl c.r Lov�l vvi gram afP,c*Afuitbo conia bd by Phnnp Prior in iho'6lart date. rallunk'lu du do Fa avto[a[[an rri.ac�Wctnnca Io TAN FrA.'Ugctlon 29!D.6 1. I huruby ourffy ttlu(n11 InrUrn1[-ilkn 1 itnwb proAdctl N cormcl.CamW.atn,onl We fu ins tiecs44rrlyknawtedge. I g0MOWWye that I em rr7sponslblo-In r aIf FLr,;-oc!s of ih6 niotiricalfun FDr.m. 1nuludirig.but AC4 111nit!'pig,cold it and uboils0or1 dat&L The inaxarywni pip wL:ty14 a1a;0013 pee 4ayper vialotiorr. (SlF rialure of eulldlgj Ownwi QpEr�klnr (PAnitld Maine) ::(Da1c) ( eJ4phQne) CM'Mleg[JUL f Cjrwl§Wlar[UCon(tadar) f__ (Pax Nwimr) {w+A4L.TC : ,AS13EV03 NOW.ICATION SECT3ON TOXIC r:,UUS fAINCQS 6UN- bl-DpnI iibN TC + 0EPARTMSNT-I FHEAr1,1'Ii 'Faxasara no I accoofod' PO 54 .141 6 "Faxes-aim norscebpfod' f AUSTIN,T7{M714-353a 1 Phi:jaiP-lei-4604. 1-840-672-We rat li ;1' dstad Q'?42W- 2 Rg daces TVH form deftod 0711WL Faf Quitlarl&v in aurtry Wilig rarrli!aO 1-600-572-5948 MV104fir- ] -9- PART DPS - ADD ITI0NAL SPECIAL C ON DITI ONS PART DA - ADDITIONAL SPECIAL CONDITIONS DA-1 AWAR13 OF CONTRACT FOR PROJECTS WITH MULTIPLE UNITS ..........OMITTED RA-2 PIPELINE REHABILITATION CURED-1WPLACE PIPE.—_................................................... OMITTED DA-3 PIPE ENLARGEMENT SYSTEM...................................................................OMITTED DA-4 FOLD AND FORM PIPE.............. .... .... .. .....,. .,....,, .. ... .,, , ..............OMITTED 6A-6 SLIPLINING1 ......:............................................. ...........................-............OMIT-= DAl•Ii PIPE INSTALLED E31 OTHER THAN OPEN CUT.........................................CUTTE-o 5A-7 TYPE OF CASING PIPE......................__......................................................Ot+ ITTEO BA-6 SERVICE LIVE POINT REPAIR/ CLEANOUT REPAIR................................OMITTED DA-9 PROTECTIVE MANHOLE COATI NO FOR CORROSION P# OTE;CTIQ ...,.OMITTED DA-'EI) MANHOLE REHABILITATION ........................................:.......... ..............OMITTED A41 SURFACE PREPARATION FOR MANHOLE REHABILITATION..,...............OMITTED DA-12 INTERIOR MANHOLE COATING - MICROSILICATE MORTAR SYSTE ...OMITTED FA_-1-3 iNTER10R MAN NOLIE COATING -0UAID X SYSTEM ................................OMITTED DA-14 INTERIOR MANHOLE COATING -SPRAY WALL SYSTEM.—....................OMITTED 13A-15 INTEL tOR MANHOLE COATENO - RAVEN LIMING SYSTEM......................OMITTED LGA-16 INTEaRtOR MANHOLE: COATING: PE=RMA AST SYSTEM WITH EPDXY LINER OMITTEI] DA-17 INTERIOR MANHOLE C OQ#TtNG- TRON0-SEAQ.-SYSTEM .......................OMITTE D DA-18 RICH] r1I3ERGLASS MANHOLE LINERS ....................................................OMITTED -19 PVC.W#±ED CONCRETE WALL REC0NSTRUCTE0N..................................OMITTED DA-20 PRESSURE GROUTiNG ... ... ..................................... ......................... . ....OMITTED FA-21 VACUUM TESTING OF RgHABILETATED MANHOLES..............._._.... ....OMIT-TED I]. - FE EEOLASS MANHOLES...........................................................................OMIT ED DA-23 LOCATION AND EXPOSURES OF MANHOLES AND WATER VALVE; ....... OMITTED D -II REPLACEMENT OF CONCRETE CURB TIE] CUTTER........................... ..OMITTED A7.2 REPLACEMENT OF 6" CONCRETE DRIVEWAYS ......................................OMITTED DA-26 REP LACE ME EDIT OF H.M.A.C. PAVEMENT AND BASE...............................OMITTED D 2_7 GRADED CRUSHED STONES...................•------.---•--•----------•-•-•_-,___._._.._.._.._._OMITTED EA-4 8 WEDGE MILLING " TO G" DrzPTH 5.0' WIDE.............................................OMITTED BA-29 BUTT JOINTS - MILLED ................................................................................OMITTED DA-30 2" F.M.A.C. SURFACE= C0URSEw TYPE "D" MIX).. ...................................OMITTED UA-31 REPLACEMENT NT OF 7" CONCRE=TE VALLEY GUTTER...........................::.OMITTED DAA-32 NEW 7" CONCRETE_VALLEY GU_TTER.......................................................OMtTTFD DAA-33-33 SEW 4" STANDARD WHEELCHAIR RAMP.........:_. ...................................OM117ED IIA-34 8"° PAVEMENT PULVERIZATION ....................................................,.............OMITTED DA-35-35 REINFORCED CONCRETE PLVEMEHI OR BASE; UTILITY Cy .... ......OEVIITTED DA-36 RAISED PAVEMENT MARKERS ..................................................................OMITTED UA T POTENTIALLY PETROLEUM C0NTAMINATE D MATERIAL KARQLINQ ...OMITTED DA 8.... LOADING, TRANSPORTATION, AERIE) DISPOSAL OF CONTAMINATED SOIL ....I......... OMITTED DA-39 ROCK RIPRAP - GROUT - FILTER FABRIC ................................................OMITTED CONICRETE RIPRAP...................................................... .OMITTE D DA-41 0NC,RE'FE YLlNIJER PIPE AND FIMNGS S .............................................OMITTED I]"2 CONCRETE PIPE FITTINGS AND SPECIALS..............................................OMITTE=D ESA-43 UNCLASSIFIED STREET EXCAVATION......... ............ ..........____.........OMITTED FA-4 6" PERFORATED PIPE SUBDRAiN .................:..:........:.....,......,.......,.,,....... OMITTED 6A4 5 REPLA EMIENT OF 4" CCN C RETE SIDEIVAI_KS.......................................OMITTED DA 46 RECOMMENDED SEQUENCE OF CONSTRUCTION ..................................OMITTED t ax -t ASC-1 i PART DA - ADDITIONAL SPECIAL CONDITIONS DA-47 PAVEMENT REPAIR IN PAR KINN AR EA.....................................................OMITTED DA-48 EASEMENTS AND PERMITS........................................................................OMITTED 6A49 HIGHWAY REQUIREMENTS ........................................... .... KNITTED DA� O CONCRETE ENCASEMENT ..................___.......__............___........... ...... ......__7 D6-51 CONNECTI N TO E7 JSTI G TRUGT RE . ...... ...................................OMITTED DA-52 TURBO METER WITH VAULT AND BYPASS INSTALLATIO ....................OMITTED DA-53 OPEN FIRE LINE INSTALLATIONS..............................................................OMITTED DA-54 WATER SAMPLE STATION....................................................„-- _----...9..,•-•__..------.,..7 A-55 CURB ON CONCRETE PAVEMENT..... ........ ............... ................... ...OMITTED DA-56 SHOP DRAW]Iq G .................. .. .. .. ..... . ....... . ... .. . . ...............................OMITTED DA-57 COSH` BREAKDOWN....................................................................................OMITTED DA-58 STANDARD STREET SPECIFICATIONS H,M.A.C. OVERLAY ....................OMITTED DA-59-59 H.M.A. . MORE THAN 9 INDHFs QtEP......................................................OMITTED DA-66 ASPHALT DRIVEWAY Fl`EPA1R....................................................................OMITTED DA-61 TOP SOIL..................................................................................................._OMITTED DA-62 WATER METER AND METER BOX RELOCATION AND A€}JUSTMENT ....01VITTED DA-63 131D QUANTITIES ..........................................................................................OMITTED DA-�4 WORK IN HIGHWAY BIGHT OF WAY..............................._................,,,.,,.,..OMIT-TED DA-65 CRUSHED LIMESTOt+lE (FLEX-BASE1 ........................................................OMITTED TWT OPTION TO RENEW.....................................................................................OMITTED DA-67 NON-EXCLUSIVE ..................................OMITTED DA-68 CONCRETE VALLEY GUTTER.....................................................................OMITTED I]A,69 TRAFFIC BOTTO ............................................................. ........OMITTED DA-70 PAVEMENTSTRIPING.................................................... .................0M, ITTED DA-71 H.M.A.G.�ESTIKl Pii0CEDURES......................,,,.....,........... ........,.....h._..C)MITTED DA-I�2-I� SPECIFICATION REFERENCES ................................................................................ DA-73 RELQOATION OF SPRINKLER SYSTEM BACK-FLOW PREVENTERICO !IDOL VALVE AND E3QX_ , ......... . .......... . . . .. . . ...............OMITTED DA-74 RESILIENT—SEATED GATE VALVES ...........................................................OMITTED DA-75 EMERGENCY SITUATION, JOB MOVE-K.— 6 -76 'I " & 2" C 0PPER SEF VICE .......................................................I...... ,.,...,.,,.,.,..,... EA--.77 sc OP1= OF WORK (UTIL. c tJ_T).....................................................................OMITTED 8 OONTRAIITQR'S RE PONSIBILT L(ljjIL._fuT,............. . ..... ... ...... ....OMITTED DA-79 CONTRACT TIME (UTIL. CUTl ....................................................................OMITTED DA-80 REQUIRED GREW PERSONNEL & EQUIPMENT (UTIL, CUTS .................. 0MITTE❑ DA-81 TIME ALLOWED FOR UTILITY CUTS (UTIL, CUT)......................................OMITTED 5A-82 LIQUIDATED DAMAGES Il TiL. CUT)...............................................:..........OM ITTED DA-83 PAVING REPAIR EDGES (UTiL. CUT, .........................................................OMITTED DA-84 TRENCH BACKFILL (UTIL. CUT),.................................................................OMITTED DA-85 CLEAN-UP (UTI L. CUT)................................................................................OMITTED DA-86 PROPERTY ACCESS (t�Tll,. CUT) ...............................................................OMITTED DA-87 SUBMISSION OF BIDS (UTIL. CUT) —............. ....... .................__..............OMITTED DA-88 STANDARD BASE REPAID FOR UNIT 1 (LI IL. CUT) —...... ...................OMITTED DA-89 CONCRETE BASE REPAIR FOR UNIT 11 &. QNIT III fUTIL. c117) ................OMITTED IIA-90 2" TO J7' 1-I M-A,C. PAVEMENT Wt CUll ................................................0 M ITTED DA-91 ADJUST WATER__VALVE BOXES, MANHOLES, AND VAULT (UTIL. MOM 6A-.92 —MAINTENANCE BON[ (UTIL. CUT) ........... .....................OMITTED DA-93 BRICK PAVEMENT (UT1L. CUTI...................................................................OMITTED �rnziaa ASC- PART DA - ADDITIONAL SPECIAL CONDITIONS DA-94 LIME STABILIZED SUBORADE (UTIL, CUTI ...............................................OMITTED DA-65 GEMENT STABILIZED SUBCRADE UTIL. GU . .... ..1 .........1 1 .. ....... .OMITTED 5A-9 REPAIR OF STORM DRAW STRUCTURI=S (UTIL. OUTI .................:.........:QMITTED DA,97 '"gUICK-SET' CONCRETE (UTIL. CUT),.......................................................OM117ED DA-98 UTILITY ADJUSTMENT WIL. CUA' ....................................................OMITTED DAA STAN DAR 0 CONCRETE SIDE ALK AND W14EF-L HAIR RAMPS (UTIL. CUT) OMITTED ._., .� DA-100 LIMITS OF CONCRETE PAVEMENT REPAIR (UTIL. CU�'>I' ...........1111..........OMITTED DA-101 CONCRETE OUIRS AND GUTTER IUTI L. CUT)...........................................OMITTED DA 102 PAYMENT (UTIL. Cn.. . .. .. .. .. ......... .. ......... .. ....................................OMITTED DA-103 DEHOLES {MISC, EXT.)...............................................................................OMITTED DA-1" CONSTRUCTION LIMITATIONS (AMSC. EXT.J ............................................ MITTED DA-10 P.RESSUR.E CLEANING MD TESTING (MISC. EXT,].................................OMITTED DA-106 BID QUANTITIES PMIS . EXT.)....................................................................OMITTED DA-107' LII=E OF CON TRACT (MI S C. EXT.1..........................................., , ., ...1.1.11.,OMITTED DA-108 FLOWABLE FILL (MISC.. E][T. . , „..................... .. . ... ....... . ..................OMITTED D�4�109 BRICK PAVEMENT REPAIR (MISC. REPL. ................................................OMITTEI) DA-110 DETERM I NAT]0 N ANIS INITIATION OF WORK (MISC. RE PL)..................OMITTED DA-119 WORK ORDER COMPLETION: TIME [MISC. REPL.)...................................OMITTED DA412 MOVE IN CHARGES (MISC. REPL.............................................................OMITTED DA-113 PROJECT SIGNS (MISC. REPL.},.-..........1..................................................OMITTED. DA-114 L1OUIDA'TED DAMAGES IMISC. REPL.) ........................... .............. . .......OMITTED DA-115 TRE C!.SAFETY SYSTEM DESIGN (MISC, LA ................4,.,..............OMITTED DA-116 FIELD OFFICE..................................b. .....-,.... .........................,.....,.....,,..OMITTED EA-111_7 TRAFFIC COWT OL PLAN „ . , ...................... . . ...................................OMITTED DA-118 COORDINATION OF WORK WITH CONTRACTOR FOR OTHER UNITS...OMITTED i I llASC-3 PAIN DA - ADDITIONAL SPECIAL CONDITIONS DA-1 AWARD OF CONTRACT POR PROJECTS WITH MULTIPLE UNITS OMITTED DA-2 PIPELINE REHABILITATION CURED-IN-PLACE OT; PIPE OMITTED DA-3 PIPE ENLARGEMENT SYSTEM OMITTED DA-4 FOLD AND FORM PIPE OMITTED DA-5 SLIPLINING OMITTED DA-6 PIPE INSTALLED BY OTHER THAN OPEN OUT OMITTED DA-7 TYPE OF CASING PIPE OMITTED DA-8 SERVICE LINE POINT REPAIR ! CLEANOUT REPAIR OMITTED OA-9 PROTECTIVE MANHOLE COATING POR CORROSION PROTECTION OMITTED DA-10 MANHOLE REHABILITATION OMITTED DA-11 SURFACE PREPARATION FOR MANHOLE REHABILITATION OMITTED DA-12 INTERIOR MANHOLE COATING • Iti ICRO5IL.I ATE MORTAR SYSTEM OMITTED DA-13 INTERIOR MANHOLE COATING - QUADEX SYSTEM OMITTED DA-14 INTERIOR MANHOLE COATING - SPRAY WALL SYSTEM OMITTED a �r� { ASG-4 PAIN DA - ADDITIONAL SPECIAL CONDITIONS DA-15 1NTERIOR MANHOLE COATING - RAVEN LINING SYSTEM OMITTED DA-16 INTERIOR MANHOLE COATING: PERMAOAST SYSTEM WITH EPDXY LINER OMITTED DA-17 INTERIOR MANHOLE OOATI N -STRONG-S EAL-S Y TEM OMITTED DA-1 S RIGID FIBERGLASS MANHOLE LINERS OMITTED DA-19 PVC LINED CONCRETE WALL RECONSTRUCTION OMITTED DA40 PRESSURE GROUTING OMITTED DA-21 VACUUM TESTI AIG OF #REHABILITATED MANHOLES OMITTED DA-22 FIBERGLASS MANHOLES OWTTED DA-23 LOCATION AND EXPOSURE OF MANHOLES AND WATER VALVES OMITTED DA-24 REPLACEMENT OF CONCRETE CURB AND CUTTER OMITTED DA-25 REPLACEMENT OF 8" CONCRETE DRIVEWAYS OMITTED DA-26 REPLACEMENT OF H.M.A. . PAVEMENT AND BASE OMITTED DA-27 GRADED CRUSHED STONES OMITTED DA-28 WEUGE MILLING 'r TO 0" DEPTH .0' WIDE OMITTED DA-29 BUTT JOINTS - MILLED OSI I TTE D DA-3o 211 H.M.A.D. SURFACE cOURSE (TYPE 19D'1 MIX) OMITTED 7710w)4 ASC-5 PART D - ADDITIONAL SPECIAL CONDITIONS DA-31 REPLACEMENT OF 7" CONCRETE VALLEY GUTTER OMITTED DA-32 NEW 7" CONCRETE VALLEY GUTTER OMITTED DA-33 NEW 4" STANDARD WHEELCHAIR RAMP OMITTED DA-34 8" PAVEMENT PULVERIZATION OMITTED DA-35 REINFORCE#] CONCRETE PAVEMENT OR BASE (UTILITY CUT) OMITTED DA-36 RAISED PAVEMENT MARKERS OMITTED DA-37 POTENTIALLY PETROLEUM CONTAMINATED MATERIAL HANDLING OMITTED] DA-38 LOADING, TRANSPORTATION, AND DISPOSAL OF CONTAMINATED SOIL OMITTED DA-39 ROCK RIPRAIP - GROUT - FILTER FABRIC OMITTED DA-40 CONCRETE RIPRAP OMITTED DA-41 CONCRETE CYLINDER PIPE AND FITTINGS OMITTED DA-42 CONCRETE PIPE FITTINGS AND SPECIALS OMITTED DA-43 UNCLASSIFIED STREET EXCAVATION OMITTED DA-44 6" PERFORATED PIPE SUBIDRAIN OMITTED DA45 REPLACEMENT OF 4" CONCRETE SIDEWALKS OMITTED DA-46 RECOMMENDED SEQUENCE OF CONSTRUCTION OMITTED PART DA - ADDITIONAL SPECIAL CONDITIONS DA-4T PAVEMENT REPAIR IN PARKING AREA 0MITTED, DA48 EASEME14TS AND PERMITS OMITTED DA-49 HIGHWAY REQUIREMENTS OMITTED €?A-50 CONCRETE ENCASEMENT Concrete encasernent shall be glass E (1500 psi) concrete and for sewer lane encase r-nenil s sha11 conform to Fig_ 113: for water line encasements It shall conform to Fig. 20 of the General Contract Documents, Requirements for such encasement are specified in Sections EI-20 and F-2-20 of the General Contracl Documents. Payment for work such as forming, placing, and finishing including all labor, tools, equipment and rnatedal necessary to oornplete the work shall be included In the linear foot price bid for Concrete Encasement- DA-51 CONNECTION TO EXISTING STRUCTURES OMITTED DA-52 TURBO MITER WITH VAULT AND BYPASS INSTALLATION OMITTED DA-53 OPEN FIFE LINE INSTALLATIONS OMITTED DA-54 WATER SAMPLE STATION GENERAL: All water sampling sta don instatlatlons wlli be per attached Figure 34 or as fegLiIred in large water meter vaults as per Figure 33 unless otherwise directed by the Engineer. The appropriate water sampling station will be furnished to the Contractor free of charge; however, the Contractor will be required to pick up this item at the Field Operations Warehouse, PAYMENT FOR FIDI?RE 34 1N T Li.ATI0NS: Payment for all work and materlals nace ssary for the Installation of the 914-inch tyre K capper service line will be shall lac included in thte price bid for copper Service Uno from Main to Meter. Payment for all work and materials necessary for the installation tap saddle (it required), corporation stops, and fittings shall be included to the price bid tar Service Taps to Main. Payment for all work and materials necessary for the installation of the sampling station, concrete support block. curb step. fittings, and an incidental 5-feet of type K capper service litre which are required to provide a complete and functional water sampling station shaiI be- included ler the prl Qe hid for the water main, r trtr ro ASC-7 PART DA - ADDITIONAL SPECIAL CONDITIONS PAYMENT FOR FIGURE 33 INSTALLATIONS. Payment for all work and materials necessary for the installation tap saddle, gate valve, and fittings shall be included in the prim bid for Service Taps to Main. Payment for all work and materials necessary for the installation of the sampJing statEon, modification to the vault, fitlirigs, and all type K copper service line which are required to provide a complete and functional water sampling station shall be Included In the prig bid for Water Sample Slatlons, DA-55 CURB ON. CONCRETE PAVEMENT OMITTED DAr66 SHOP DRAWINGS OMITTED DA-57 DOST BREAKDOWN OMITTED IDA-5B STANDARD STRE ET S PEC(FICATIO NS H.M.A.C. OVERLAY OMITTED DA-59 H.M.A.D. MORE THAN 9 INCHES DEEP O tui ITTED DA-60 ASPHALT DRIVEWAY REPAIR OMITTED DA-61 TOP SOIL OMITTE=D DA-62 WATER METER AND METER BOX RELOCATION AND ADJUSTMENT OMITTED DA-63 BID QUANTITIES OMITTED DA-64 WORK IN HIG14WAY RIGHT OF WAY OMITTED DA-65 CRUSHED LIMESTONE (FLEX-BASE) OMITTED DA-66 OPTION TO RENEW OMITTED DA-67 NON-EXCLUSIVE CONTRACT OMITTED DA-68 CONCRETE VALLEY GUTTER omiTTED _ PAIN DA - ADDITIONAL SPECIAL CONDITIONS DA-fig TRAFFIC BUTTONS OMITTED DA-70 PAVEMENT STRIPING OMITTED DA-71 H.M.A.C. TESTING PROCEDURE OMITTED DA-72 SPECIFICATION REFERENCES When reference is made in these specilwcations to a particular ASTM, AWWA, ANSI or other speciflcaiion, it shall be understood that the latest revision of such spedh ation, prior to the date of these general specifications or revisions thereof. shall apply, DA-73 RELOCATION OF SPRINKLER SYSTEM BACK-FLOW PREVENTPRICONTROL VALVE AND BOX OMITTED DA-74 RESILIENT-SEATED GATE VALVES OMITTED ISA-75 EMERGENCY SITUATION, JOB MOVE-IN OMITTED} DA-76 1 14" & 2" COPPER SERVICES The following is an addendum to Et-17, Copper Water Service Lincs and Copper Alloy Couplings, All Iwtfings used for 1 1/2' and 4 water services Ilnes shall be compression flttings of the type produced with an internal "gripper ring" as manufactured by the Ford Meter Rox Co., Inc., Crueller Dempany, or approved equal. Approved equal products shall submit shop drawings and manufacturer's catalog information for approval_ Contractor shall make all outs to the copper tubing with a copper tubing cutter tool specifically designed for this purpose in order to provide a clean, square out. The use of hacksaws or arty other type of cutter will not be allowed, Prior to installing the compression fittings, the copper tubing will be made round by the use of a "rounding tube" specirically made for that purpose. Payment for all work and materials associated with 1 ° " and ' capper services Shall be included in the price of the appropriate bid item. DA-77 SCOPE OF WORK (UTIL. CUT) QM1TTED I110M4 ASC-9 PAIN DA - ADDITIONAL SPECIAL CONDITIONS DA-7$ CONTRACTOR'S RESPONSIBILTY (UTIL, CUT) OMITTED DA-79 CONTRACT TkME (UTIL. CUT) OMITTED DA-80 REQUIRED CREW PERSONNEL & EQUIPMENT (UTIL. CUT) OMITTED DA-81 TIME ALLOWED FOR UTILITY CUTS (UTIL. OUT} OMITTED DA-82 LIQUI DATED DAMAGE (UTIL. CUT) OMITTED DA-83 PA1 IMG REPAIR EDGES (UTIL. CUT) OMITTED DA-84 TRENCH BACKFFLL (UTIL. CUT) OMITTED DA-85 GLEANryUP (UTIL, CUT) OMITTED DA-88 PROPERTY ACCESS (UTIL.. CUT) OMITTED DA-87 SUBMISSION OF BIDS (UTIL. CUT) OMITTED DA-88 STANDARD BASE REPAIR FOR UNIT I {UTIL. CUT) OMITTED CSA-89 CONCRETE BASE REPAIR FOR UNIT Ii & UNIT III (L.ITIL� CUT) OMITTED DA-90 2" TO 9" H.I11f1.A.C. PAVEMENT (UTIL... CUT) OMITTED DA-91 ADDU T WATER VALVE BOXES, MAN H0LES, ANI] VAULTS (UTIL_, CUT) OMITTED DA-92 MAINTENANCE BOND (I`ITIL. OUT) OMITTED DA-93 BRICK PAVEMENT (UTIL. CUT) OMITTED DA-94 LIME STABILIZED SUBDRADE (UTIL. CUT) IliOVE14 A 19 C,-10 PART DA - ADDITIONAL SPECIAL CONDITIONS OMITTED DA-95 CEMENT STABILIZED SUBGRADE (UTI L. CUT) OMITTED DA-96 REPAIR OF STORM DRAIN% STRUCTURES (UTIL. CUT) OMITTED DA-97 "QUICK-SET" GONCRETE (UTIL. CUT) OMITTED DA-98 UTILITY AOJU$TMENT (UTIL. CUT) OMIT-TED ISA-99 STANDARD CONCRETE SIDEWALK AND WHEELCHAIR RAMPS (UTIL. CUT) OMITTED DA-100 LIMITS OF CONCRETE PAVEMENT REPAID {UTIL.. CUT) OMITTED DA-101 CONCRETE CURB AND GUTTER (UTIL. CUT) OMITTED DA-102 PAYMENT (UTIL. CUT) OMITTED DA-1 I)3 DEHOLES (MI C. FACT.) OMITTED DA-104 CONSTRUCTION LIMITATIONS (MISC. XT.) OMITTED DA-105 PRESSURE CLEANING ANO TESTING (MI C. EXT.) MITTEO DA-106 DID QUANTITIES (MI C. EXT.) OMITTEO DA-107 LIFE OF CONTRACT (MI O. EXT.) OMITTED ITA-108 FLOWASL.E FILL (MISC. EXT.) OMITTED DA-109 BRICK PAVEMENT REPAIR (MISC. REPL-) OMITTED DA-110 DETERMINATION AND INITIATION OF WORK (MI C. REPL.) OmITT1wD ASC-11 MIT DA - ADDITIONAL SPECIAL CONDITIONS DA-111 WORK ORDER COMPLETION TIME (MISC. REPL.) OMITTED DA-112 MOVE IN CHARGES (MISC. REPL,) OMITTED DA-113 PROJECT SIGNS (MISC. REPL.) OMITTED DA-114 LIQUIDATED DAMAGES (MISC. REPL.) OMITTED ISA-1'15 TRENCH SAFETY SYSTEM DESIGN IMISC. REPL) OMITTED DA-115 FIELD OFnCE OMITTED DA-117 TRAFFIC CONTROL PLAN OMITTED DSA-'118 COORDINATION OF WORK WITH CONTRACTOR FOR OTHER UNITS OMIT-FED ASC-1 - f s CONTRACTOR COMPLIANCE WITH WORKERS' COMPENSATION LAW s Pursuant to V.T.C.A Labor Code Section 406.096(2000),as amended,Contractor certifies that it provides workers' compensation insurance coverage for all its employees employed on city of Fort Worth Department of Engineering No. 2878,2879,2880,2881 and City of Fort Worth Project Number PW53-060530175800 3 Valles Underground Utilities,Ltd. CONT CTOR t By: i Title Date I STATE OF TEXAS § COUNTY OF TARRANT § BEFORE ME,the undersigned authority, on this day personally appeared ( 4 VU85 known to me 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 Valles Underground Utilities,Ltd.the purpose and consideration therein r expressed and in the capacity therein stated. GIVEN UNDER MY HAND AND SEAT,OF OFFICE thit-�dOay o . 006. qot#aryPu i in ncFfor \\#N ktNIRY P the State f exas . s l • 1 DATE(MMIDDIYYYY) ACORD. CER"rIFICATE OF LIABILITY INSURANCE 1 6/30 12,006 PRODUCER THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION Bradley Insurance Agency HOLDER. AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AMEND, EXTEND OR 1415 Summit Avenue ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. Fart Worth, TX 76102 817-332-8288 INSURERS AFFORDING COVERAGE NAIC# INSURED Valles Underground Utilities, Ltd INSURER A: Scottsdale Insurance INSURER B: American Mercury Ins- [Troup 5333 Yampa Trail INSURER C: Texas Mutual Insurance Company Fort Worth, TX 76137 INSURER D: INSURER F: 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. INSR D'L POLICY EFFECTIVE POLICYEXPIRATION LTR INSRD TYPE OF INSURANQE- POLICY NUMBER DATE MWDDIYY DATE(MMIDDiYYI LIMITS GENERAL LIABILITY EACH OCCURRENCE $ 1 000 000 TED X COMMERCIAL GENERAL LIABILITY PREMISES Ea occurence $ 50,000 CLAIMS MADE CI OCCUR MED EXP(Any one person) $ 5,000 A CLS1261825 6/02/06 6/02/07 PERSONAL&ADVINJURY $ 1,000,000 GENERAL AGGREGATE $ 2 000 000 r'LAGGREGATELIMITAPPLIESPER: PRODUCTS-COMP/OPAGG $ 2 000 000 POLICY jE� LOC AUTOMOBILE LIABILITY COMBINED SINGLE LIMIT $ 1 000,000 ANYAUTO (Ea accident) i ALL OW NED AUTOS BODILY INJURY $ X SCHEDULED AUTOS (Perperson) B X HIRED AUTOS TBI} 06/30/06 06/30/07 BODILYINJURY X NON-OWNEDAUTOS (Peraccident) $ PROPERTY DAMAGE $ (Per accident) GARAGE LIABILITY AUTO ONLY-FAACCIDFNT $ ANY AUTO OTHER THAN EA ACC $ AUTOONLY: AGG $ EXCESSIUMBRELLA LIABILITY EACH OCCURRENCE $ OCCUR CICLAWSMADE AGGREGATE $ IDEDUCTIBLE $ RFTFNTION $ $ WOR WCSTATU- TH- SCOMPENSATIONAND X EMPLOYERS'LIABILITY TORYLIMITS - ER ANY PFIOPRIETORlPARTNERfEXECUTNE MPLOYTBD 06/12/06 06/12/07 E.L.EACH ACCIDENT $ 11000,000 C OFFICLWMEMBLREXCLUDED? E.L.DISEASE-EA EMPLOYEE$ 1,000,000 r SPECIAL PROVISIONS 1 000 000 nder SPECIAL PRQVlSIONS below E.L.DISEASE-POLICY LIMIT $ OTHER -LLDESCRIPTION OF OPERATIONS/LOCATIONS/VEHICLES/1 EXCLUSIONS ADDED BY ENDORSFMFNTI SPECIAL PROVISIONS City of Fort Worth is named as additional insured. CERTIFICATE HOLDER CANCELLATION City of Fort Worth SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF,THE ISSUING INSURER WILL ENDEAVOR TO MAIL3 0 DAYS WHITTEN Dept. hr Development NOTICE TO THE CERTIFICATE HOLDER NAMED TO THE LEFT,BUT FAILURE TO DO SO SHALL 10 00 Worth, TX 7 IMPOSE NO OBLIGATION OR LIABILITY OF ANY KIND UPON THE INSURER, ITS AGENTS OR Fort Worth, TX 76102 Fax: 817-392-8116 REPRESENTATIVES. AUTHORIZED REPRE;!5;7TATIV I qj f A—6&i4 ACORD25(2001/08) 0 ACO WORPORATION 1988 } ACORD� CERTIFICATE OF LIABILITY INSURANCE DATE(MMID 6/30/2006 PRODUCER (817)332-8288 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION Bradley Insurance Agency ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE Jimmy HOLDER.THIS CERTIFICATE DOES NOT AMEND, EXTEND OR 1415 Summit Avenue ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. Fort Worth, TX 76102 INSURERS AFFORDING COVERAGE MAIC# INSURED Valles Underground Utilities INSURERA:Mercury Insurance Group 55333 Yampa Tr. INSURER B: Fort Worth, TX 76137 INSURER C: INSURER D: 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. INSR DD' POLICY NUMBER POLICY YMMIDDNY) POLICY LTR NSR TYPE OF INSURANCE DATE MMIDDIYY) LIMITS GENERAL LIABILITY EACH OCCURRENCE $ DAMAGE TO nrNTE[7- COMMERCIAL GENERAL LIABILITY PREMISES Ea occurence $ CLAIMS MADE D OCCUR MED EXP(Any one person) $ PERSONAL&ADV INJURY $ GENERAL AGGREGATE $ GEN'L AGGREGATE LIMIT APPLIES PER: PRODUCTS-COMP/OP AGG $ POLICY PROJECT LOC AUTOMOBILE LIABILITY COMBINED SINGLE LIMIT $ 1,000,000 ANY AUTO TBD 06/30/2006 06/30/2007 (Ea accident) ALL OWNED AUTOS BODILY INJURY A X SCHEDULED AUTOS (Per person) $ X HIREDAUTOS BODILY INJURY $ X NON-OWNED AUTOS (Peraccident) PROPERTY DAMAGE $ (Per accident) GARAGE LIABILITY AUTO ONLY-EA ACCIDENT $ X ANY AUTO OTHER THAN EA ACC $ AUTO ONLY: AGG $ EXCESSIUMBRELLA LIABILITY EACH OCCURRENCE $ OCCUR CLAIMS MADE AGGREGATE $ $ DEDUCTIBLE $ RETENTION $ $ WC STATU- OTH- WORKERS COMPENSATION AND LIMIT ER EMPLOYERS'LIABILITY E.L.EACH ACCIDENT $ ANY PROPRIETORWARTNER/EXECUTIVE OFFICER/MEMBER EXCLUDED? F.L.DISEASE-EA EMPLOYE $ If yes,describe under SPECIAL PROVISIONS below E.L.DISEASE-POLICY LIMIT $ OTHER DESCRIPTION OF OPERATIONS I LOCATIONS I VEHICLES I EXCLUSIONS ADDED BY ENDORSEMENT I SPECIAL PROVISIONS 1996 Ford Ranger 0 1FTCR10A4TPA31622 CERTIFICATE HOLDER CANCELLATION City Of Fort Worth SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION Department Of Deve I opment DATE THEREOF,THE ISSUING INSURER WILL ENDEAVOR TO MAIL 10 DAYS WRITTEN 1000 Throckmorton NOTICE TO THE CERTIFICATE HOLDER N MED TO THE LEFT,BUT FAILURE TO DO SO SHALL Fort Worth TX 76102 POSE NO�LIGATION OR LIABILITY F ANY KIND U O T E INSURER,ITS AGENTS OR RE SENTATIVES. AUTH IZED REPRESENTATIVE ACORD 25(2001/08) ©ACORD CO ORATION 1988 TEXAS LIABILITY INSURANCE CARD COMPANY PHONE NO. COMPANY (817)332-8288 Ext. Mercury Insurance Group POLICY NUMBER EFFECTIVE DATE EXPIRATION DATE TDD 06/30/2006 06/30/2007 YEAR MAKE/MODEL VEHICLE IDENTIFICATION NUMBER 1996 Ford Ranger 1FTCR10A4TPA31622 SPANISH TRANSLATION AGENCY AGENCY PHONE NO. Bradley Insurance Agency (817)332-8288 Ext. 1415 Summit Ave. TRADUCCI®N ®E ESPAN®L Fort Worth TX 76102 INSURED Valles Underground Utilities 5333 Yampa Tr. Fort Worth, TX 76137 This policy provides at least the minimum amounts of liability insurance required by the Texas Motor Vehicle Safety Responsibility Act for the Specified vehicle and named insureds and may provide coverage for other persons and other vehicles as provided by the insurance policy. Tarjeta de Seguro de Responsabilidad de Texas Texas Liability Insurance Card Guarde esta tarjeta. Keep this card. IMPORTANTE: Esta tarjeta o una copia de su p,rEliza de IMPORTANT: This card or a copy of your insurance policy must seguro debe ser mostrada cuando usted solicite o renueve be shown when you apply for or renew your: su: o motor vehicle registration • registro de vehOculo de motor o licencia para conducir a drivers license o etiqueta de inspecciEEn de seguridad para su vehOculo. o motor vehicle safety inspection sticker. Puede quo usted tenga tambiAn quo mostrar esta tarieta You also may be asked to show this card or your policy If you o su p:Eliza de seguro sl tion un accidente o si un aficial have an accident or if a peace officer asks to see it. de la paz se la pide. Todos los conductores on Texas deben de toner seguro All drivers in Texas must carry liability insurance on their de responsabilidad para sus vehOculos,o de otra manera vehicles or otherwise meet legal requirements for financial lienar los requisites legales de responsabilidad civil.Fallo responsibility. Failure to do so could result in fines up to on Ilenar este requisite pudiera resultar en multas do $1,000,suspension of your driver's license and motor vehicle hasta$1,000,suspensi/En de su licencia para conducir y de su registro de vehOculo de motor,y la retenciF=n de registration, and impoundment of your vehicle for up to 180 su veh0culo per un perbodo de hasta 180 dOas(a un costo days(at a cost of$15 per day). de$15 par dOa). ACORD 50 TX(2197) 0 ACORD CORPORATION 1991 IMPORTANT If the certificate holder is an ADDITIONAL INSURED,the policy(ies) must be endorsed.A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). If SUBROGATION IS WAIVED, subject to the terms and conditions of the policy, certain policies may require an endorsement.A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). DISCLAIMER The Certificate of Insurance on the reverse side of this form does not constitute a contract between the issuing insurer(s), authorized representative or producer, and the certificate holder, nor does it affirmatively or negatively amend,extend or alter the coverage afforded by the policies listed thereon. ACORD 25(2001/08) ACOR - CERTIFICATE OF LIABILITY i'NSURANCE DATE(MMIDDIYYYY) 6/9/2006 PRODUCER THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION Bradley Insurance Agency ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AMEND, EXTEND OR 1415 Summit Avenue ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. Fort Worth, TX 76102 817-332-8288 INSURERS AFFORDING COVERAGE NAIC# INSURED Valles Underground Utilities, Ltd INSURERA: Scottsdale Insurance...... iNSURFR B: Texas Mutual. Insurance Company 5333 Yampa Trail INSURER C: - Fort Worth, TX 76137 INSURER D: 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. INSR ADUL POLICY EFFECTIVE POLICYEXPIRATIDN LTR INSRD TYPE OF INSURANCE POLICY NUMBER DATE MMIDDIYY DRTE MMIDOM! LIMITS GENERAL LIABILITY EACH OCCURRENCE $ 1 000,000 X COMMERCIAL GENERAL LIABILITY PREMISES(Ea ocance $ 50,000 CLAIMS MADE }[I OCCUR MED EXP(Any one person) $ 5,000 A CLS1261825 6/02/06 6/02/07 PERSONAL&ADV INJURY $. 1,000,000 GENERAL AGGREGATE - $ 2,000,000 GEN'L AGGREGATE LIMIT APPLIES PER PRODUCTS-COMPIOPAGG $ 2,000,000 X I POLICY PRO- LOC - JECT AUTOMOBILE LIABILITY COMBINED SINGLE LIMIT I ANY AUTO (Ea accident) $ ALL OWNED AUTOS BODILY INJURY $ SCHEDULED AUTOS (Per person) HIRED AUTOS - BODILY INJURY $ NON-OWNED AUTOS (Per accident) - -- PROPERTY DAMAGE $ (Per accident) GARAGE LIABILITY AUTO ONLY-EAACCIDFNT $ ANY AUTO EAACC $ --- OTHERTHAN AUTO ONLY- AGG $ EXCESSIUMBRELLA LIABILITY EACH OCCURRENCE $ -�OCCUR CI CLAIMS MADE AGGREGATE $ DEDUCTIBLE $ RETENTION $ $ WCSTATU- OTH- WORKERS COMPENSATION AND X TORY LIMITS ER EMPLOYERS'LIABILITY �I -" — I.. — � .-- ANY PROPRIETORIPARTNLRIEXECUTIVE TBD 06/12/06 06/12/07 E.L.EACH ACCIDENT $ :L,000,000 QFFICERfME.0LR EXCLUDED? 1 000 000 B flL DISEASE-EA EMPLOYE $ If yyes,describe under --- ---- �-�- SPECIALPROVISIONSbefow E.L.DISEASE-POLICY LIMIT $ 1,000,000 OTHER DESCRFTION OF OPERATIONS/LOCATIONS I VEHICLES/EXCLUSIONS ADDED BY ENDORSEMENT/SPECIAL PROVISIONS CERTIFICATE HOLDER CANCELLATION City of Fort Worth SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, THE ISSUING INSURER WILL ENDEAVOR TO MAIL30 DAYS WRITTEN Dept. of Development NOTICE TO THE CERTIFICATE HOLDER NAMED TO THE LEFT,BUT FAILURE TO DO SO SHALL Fort Worth, TTX 1000 rtC�CIEIIMPOSE NO OBLIGATION OR LIABILITY OFANY KIND UPON T E INSURER, ITS AGENTS OR X 76102 7 e REPRESENTATIVE11 Fax: 817-392-8116 AUTHORIZED REP ACORD25(2001I08) OO ACQktO CORPORATION 1988 CERTIFICATE OF INSURANCE TO. CITY OF FORT WORTH Date: f NAME OF PROJECT: WATER LINE REPLACEMENT(at Various Locations)CONTRACT 9943 PROJECT NUMBER: PW53-060530175800 IS TO CERTIFY THAT: Valles UnderLyround Utilities,Ltd. is,at the date of this certificate,Insured by this Company with respect to the business operations hereinafter described,for the type of insurance and accordance with provisions of the standard policies used by this Company,and further hereinafter described. Exceptions to standard policy noted on reverse side hereof. i TYPE OF INSURANCE Polic Effective Expires Limits of Liability Worker's Compensation Comprehensive General Bodily Injury: Liability Insurance(Public Ea.Occurrence: $ Liability) Property Damage: Ea. Occurrence: $ e Blasting Ea.Occurrence: $ Collapse of Building or structures adjacent to Ea.Occurrence: $ excavations i Damage to Underground Utilities Ea.Occurrence: $ Builder's Risk { Comprehensive Bodily Injury: Automobile Liability Ea.Person: $ Ea. Occurrence:$ Property Damage: f Ea.Occurrence: $ I Bodily Injury: Contractual Liability Ea.Occurrence: $ Property Damage: Ea.Occurrence: $ Other i Locations covered: i Description of operations covered: The above policies either in the body thereof or by appropriate endorsement provided that they may not be changed or canceled by the insurer in less than five(5)days after the insured has received written notice of such change/or cancellation. Where applicable local laws or regulations require more than five(5)days actual notice of change or cancellation to be assured,the above policies contain such special requirements,either in the body thereof or by appropriate endorsement thereto attached. The City, its officers,employees and servants shall be endorsed as an additional insured on Contractor's insurance policies excepting employer's liability insurance coverage under Contractor's worker's compensation insurance policy. A encs Insurance Co.: Fort Worth Agent By i Address Title !z t PERFORMANCE BOND f� Y •- 1 r �1 #80020566 PERFORMANCE BOND THE STATE OF TEXAS � COUNTY OF TARRANT 'KNOW ALL MEN BY THESE PRESENTS- That we (1) Valles Underground Utilities, LTD, (2) Corporation of 53 X Yampa Trail --k7t. Worth Texas 76137 5hereinafter called Principal, and (3) The Guarantee Company of North America , a corporation organized and existing under the laws of the State of-...Michigan .fully authorized to transact busyness in the State of Texas, as Surety, are hell and firmly bound unto the City of Fort Worth, a municipal corporation organized and existing under the laws of the State caf Texas, hereinafter called Owner, in the penal sum of One Hundred Ninety One Thousand, Three Hundred Forty Six and no/100*** ($191 , 346.00*** ) Dollars in lawful money of the United States, to be paid in Fort Worth, Tarrant County, Texas, for the payment of which sum well and truly be made, we hereby bind ourselves, our "heirs, executers, administrators and successors, jointly and severally, firmly by these presents, THE CONDITION OF THIS OBLIGATION is such that Whereas, the Principal entered ,into a certain contract with the City of Fort Worth, the Owner, dated the day of mss, ..,1. "--u—� _, A.D. 20 a copy of which contract .is hereto attached, and made a part of hereof, for the construction of: Water Line Re lacement Contract 99JJ - Various Locations designated as Project No. PW53-54 .200-060530 .75$00, a co py of which contract is hereby attached, referred to, and made a part hereof as fully and to the same extent as if copied at length herein, such project and construction being hereinafter referred to as the "work" . NOW THEREFORE, if the Principal shall well, truly, and faithfill.l r y perform the work in accordance with the plans, specifications, and contract documents during the original term the3reQf, and any extensions thereof which may be granted by the Owner, with or without notice to the Surety, and if he shall satisfy all- claims and demands incurred under such contract, and shall fully Irxdemn:i_fy and save harmless the Owner from all costs and damages Which it may suffer by reason of failure to do so, and shall reimburse and repay. the Owner all outlay and expense which the Owner may incur in making good any default, then this obligation shall be 'void;- otherwise to remain in full force and effect_ PROVIDED FURTHER, that if any Legal action be filed upon this bond, venue shall lie ill Tarrant County, State of Texas._ AND PROVIDED FURTHER, that the said Surety, for value received, hereby stipulates an agrees that no change, extension of time, alteration or addition to the terms of the contract or to the work to be performed thereunder of the specifications accompanying the same shall in any wise affect its obligation on this bond, and it does . . hereby waive notice of any such change, extension of time, alteration or addition to the terns of the contract or to the work or to the specifications_ IN WITNESS WHEREOF, this instrument is executed in JUN 0 6 2006 counterparts each on of which shat l be deemed an original, this the day of _ A.D. , 20 Valles Underground Utilities, LTD PRINCIPAL (4) ATTEST: _nlzu w7L. (Principal) Secretary 5333 Yampa Trail e (S E P L; Ft. Worth, Texas 76137 l (Address) 1 Wi -ness as to Principal f ( dzesa} The Guarantee Company of North America Su iS//. ATTEST: 'B oun M. Bedford (Attorney-in- act) (5) i (Surety} secretary 1001 WNst Nine Mile Roar? Pensacola, Florida 82534 (S E A L) (Address) NOTE= Date of Bond must not be Prior to date of contract E,12" .V 4fiwtO7. e (1) Correct name of Contractor rsacollaa, 'f l 952" (.2) A Corporation, a Partnership (Address) or an individual, as case may be (3) Correct name of Surety (4) If Contractor is Partnership all Partners should execute Bond (5) A true copy of Powex of Attorney shall be attached to Bond by Attorney-in--Fact. Pexf�ozmance Bond Page Two x t { i F' PERFORMANCE BOND f THE STATE OF TEXAS § KNOW ALL BY'THESE PRESENTS: COUNTY OF TARRANT § That we (1) Valles Underground Utilities, Ltd. as Principal herein, and (2) a corporation organized under the laws of the State of (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 o£ ty- Forty-six nno/100................................................... One Hundred Ninety-one Thousand Three Hundred Fort syx d a„ Dollars($121,146.001 for the payment of which sum we bind ourselves,our heirs,executors, administrators, successors and assigns,jointly and severally,firmly by these present. WHEREAS, Principal has entered into a certain written contract with the Obligee dated the of _________,2006 a copy of which is hereto attached and made a part hereof for all purposes, for the construction of WATER LINE REPLACEMENT(at Various Locations)CONTRACT 99JJ NOW THEREFORE, the condition of this obligation is such, if the said Principal 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. 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. r IN WITNESS WHEREOF, the duly authorized representatives of the Principal and the Surety have 4 executed this instrument. J SIGNED AND SEALED this day of ,2006. 1 f h ATTEST: Valles Underground„Utilities,Ltd. (Principal) Secretary PRINCIPAL BY: (SEAL) Title: 5333 Yampa Trail Fort Worth,TX 76137 a Witness as to Principal Surety ' BY: Name: ATTEST: (Attorney-in-fact) Address: Secretary (SEAL) Telephone Number: Witness as to Surety 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 the bond shall not be prior to date of Contract. i i f i . I I a I j t i i i t . I i i i I ' I I i • Ii I I PAYMENT BOND i i I ' i _ I I 1 � i 3 I I i I - I i 1 ` ' '�nflj YEN. M . e ? #80020566 F PAYMENT BOND STATE OF TEXAS § LINTY OF TARRANT Valles Underground Utilities, LTD 1 ow ALL MEN BY THESE PRESENTS: That we (1) .—r (2)_Cor oration of 5333 Yampa Trail Ft .' Worth Texas 76137 ereinafter called Principal, and (3) The Guarantee Company of North America corporation organized and existing under the laws of the State cry. �tichi gan ul.l.y authorized to transact business in the State of Texas, as Surety, are held and firmly bound unto the City of Fort worth, a J unici.pal corporation organized and existing under the laws of 'the tate of Texas, hereinafter called owner, and unto all perso=ns, .;Firms, and corporations who may furnish materials for, Or perform abor upon the building or improvements hereinafter referred to in the penal sum of: One Hundred Ninety One Thousand, Three Hundred Forty Six !'sono/100*** :($ 191 , 346.00 Dollars in lawful money of the United States, to e paid in Fort Worth, Tarrant County, Texas, for the payment of hich, sum well and truly be made, we hereby bind ourselves, our ears, 'executors, administrators and successors, jointly and 'severa=lly, fixmly by these presents. THE CONDITION OF THIS OBLIGATION is such that Whereas, the riaci.pal. entered into a certain contract with the t'ty of Fort a North, - the Owner, dated the day of , A.D,, 20 a copy of which contract is hereto attached, and made a part of 1 hereof, for the construction of , Water Line #2placement Contract 99a4T - Various LoaatiOns designated as as Project No. PN53-$42200-0605309.75800, a copy of Which contract is hereby at=tached, referred to, and made a part hereof: as J fully and to the same extent as if copied at length herein, n;uch project and construction being hereinafter referred to as the "work1l . : NOW `HEREFORE, the condition of this obligation is such that, if the Principal shall promptly make payment to all. Claimants as 1 defined in' Article 51.60, Revised Cavil Statutes 'of Texas, supplying { labor and materials in the prosecution of the work provided for in said Contract, then this obligation: shall, be null and void; othervise it shall remain in full force and effect. Ei TRIS BOND IS MADE AND ENTERED into solely for the protection of i 411, c=laimants supplying labor .and material in the prosecution of the work provided for in said Contract, as claimants are defined in said Article 5160, and all such claimants shall. have a direct right of � action under the bond as provided in Article 5160 Of the Revised 'Civil Statutes. PROVIDED FURTHER, that if any legal action be fixed upon this band, venue shall lie in Tarrant County, State of Texas, that the Surety, for value received, hereby stipulates and agrees that no change, extension' of time, alteration or addition to the terms Of the � contract: or to the work to be Performed thereunder or the specificatiOna accompanying the same shall in any wise affect its r obligatiOn on this bond., and it does hereby waive notice of any such ' change, extension of time, alteration or addition to the -terms of the contract or to the work or to the specifications. 3 PROVIDED .FURTHER, that no final, settlement between the Owner and the Contractor shall abridge the right of any beneficiary hereunder whose claim may be unsatisfied. 1M WITNESS WHEREOF, this instrument is executed in EIGHT counterparts each on of which shallbe deemed an original, this the da of y A.D. , 20 Valles Underground -Utilities, LTJ) +. PRINCIPAL (4) ATTEST By: �J -(Principal) Secretary 5333 Yampa Trail tS L) Ft. Worth, Texas 76137 (Address) lWitness as t o Pxa ncipal (Address? The Guarantee Company of North America et "PEST: ; BY. ountie Me Hedfor (Attorney-in-fact) (5) f (Suret.1r) Secretary 1001 W. Nine M11e Road Pensacola, Florida 32534 S E A 1,) (Address) NOTE: Date of Bond mast not he prior to date of Contract I CITYWORTH, I, :1E V, I r6. Wk.a$ineSRFT Road (1) Correct name of Contractor a. Florida 32.534 {2} A Corporation, a Partnership {Address) or an individual,, as case may be (3) Correct name of Surety (4) If Contractor is Partnership all Partners should execute Band (S) A true cagy of Power of Attorney shall he attached to Payment Boxkd Bond by Attorney-in-Fact. Page Two r' I I i i I 1 THE GUARANTEE COMPANY OF NORTH AMERICA USA Grosse Pointe Fartnts,Michigan POWER OF ATTORNEY i KNOW ALL BY THEM,PRESENT&"at THE GUARANTEE COMPANY OP NonTR AMERICA USA,a corporation organized and existing tender the laws of the State of Michigan.having ita principal office in Grosso Pointe Farms,Miobigan,does hmby constitute and appoint Maldeffe X.softro'N. von oed 9 1 At 4L VadvrwnWj*f its true nod lawful attamzy(s)in-fact to oxcouta,seal and deliver for and an its behalf as gurney,any and all bo ids and undertakings,contracts of indemnity and:other writings obligatory in the stature thereof:which aro or may be allowed,required or pumitted by law,statute.Mo.t+esgulatfo%contatat orotherwiisa. The execution of snob instrument(s)in ptmmimuco of these presents,shall be as binding upon THE GUARANTEE COMPANY OF NOR rH AMERICA USA as iully and amply,to all intents and purposes,as if tho sacro had been duly executed and acknowledged by its wgulnrly elected ofticcm at tlta principal office. The Power of Attomey is executed and may be cadfiied so,and may ba revoked,pursuant to and by authotily of Article Ili.Section 9,03 of the By-laws adapted by the Heard of WmOors of THE GUARANTEE COMPANY OF NORTH AMERICA USA at a meeting held an the 31"day of December, 2003. The President,or any Vice Pteaident,acting vAth any Secretary or Assistant Secretary,shall have power and authority: 1. To appoint Anomey(s)4ti-foot,and to authorize them to execute en behalf of the Company,and attach the Seal of the Coinpige thereto,boeids and undsrtakinga,eonimcis of indeoinnity and otheir writings obligatasy in the nature thereof;and 2, To revoke,at any tlmeh any such Attnmoy-in-fact and revoke the authority given. Pa Cher,this Power of Attorney is signed and scaled by facsimiles pursuant to uesulution of the Hoard of Directors of tho Company adopted at a wading duly called and hold an the 31°1 day of Deoember 2003,of which the following is a true exctarpt: RESOLVED that the signature of city authorized officer and the seal of the Company may las affixed by tkosimilea to any Power of Attorney or certification thereof authorizing the execution and delivery of any betel,undattaking,contracts of Indemnity and other writings,obligatory in the tseturr llnreaf,and such signatureantd seal when so used shall kava the same force and effect as thaugh manually affixed. IN WITNESS WHEREOF,THE GUARANTEE COMPANY OF NORTH AMERICA USA has i ammed this instrument to bo sighed seed its cotpemto seal to he aflixe d by its authorized officer,this + Y�Qr 27th day of October,2004. THE OVAUANTSE COMPANY OF NORTH AMERICA USA �rMa STATE OF MICHIGAN dales R,Quenneville,P Xident County of Wayne On this 2701 day of October,2004 before me came the individual who Executed Mie preceding instrument,to me personally known.and!suing by me duly sworn,said that he is the herein described and authorized officer of The Guarantee Company of North America USA;that the seal affixed to said instmment is tho Corporate Seal of said Company;that the Corporate Seal and his signature were duly offixtd by ardor of tbs Board of Directors of said Company. T " " dell Tmwor IN WITNESS WHEREOF,I have hereunto set my hand tit The Guarantee 131 a n ': s' [it Wrj Public Macomb ftanty,M1 Com of Worth Amcdca IDSA offices the da and Company y year above written. Ae tte In wayate Ctiuntlr,mchl"s, ; 4!y Catntttl 2l;xpin s AuaNd1005 1.Ciail E.Latham,Secretary Of THE GUARANTEE COMPANY OF NORTH AMERICA USA,do hemby certify that this above and fomping is a Itua and Carron copy of a Powai of Attorney executed by THE GUARANTEE COWANY OF NORTH AMEERICA USA,which is still in full force and affect. i i IN WITNESS WHEIMOF,I have thesrounto set my hand and attached the seal of said.Company this 31 day of Ma Y 2006 0a " ° Bond #80020566 % Gail L Lathietn,Spetatarey i r - I 'I MAINTENANCE BOND a #80020566 MAINTENANCE BOND r. t: THE STATE OF TEXAS 5 COUNTY OF TARRANT KNOW ALL MEN BY THESE PRESENTS: That (1)Valles Underground Utilities, kD Chrcau h 2 as Principal, acting herein by and 9 ( � C o r authorizers its duly and(3) The Guarantee Company of North Ameri! a a corporation organized under the Laws of the State of Michigan !� as surety , do hereby acknowledge themselves to be held and bound to !i pay unto the City of Fort Worth, a. Municipal, Corporation, chartered by virtue of Constitution and laws of the State of T"a.s, at For 'Worth, in Tarrant County, Texas, the sum! of ne Hundred Ni n�ty 0 e T a*d,T ree Dollars ($ 191 , 346. 00***) , Lawful, money of the nited States, for the payment of which sum well and truly be- made untosaid City of Fort Worth and its successors, said Contractor and surety do hereby bind themselves, their heirs, executors, administrators, assigns and F' successors, jointly and severally_ This; obligation is conditioned, however; that, WHEREAS, the Principal has entered into a certain contract with the City .of Fart Worth, dated of ilii ri P) Mb for the performance of the following descried public work and the construction of the following described public improvements: Water I„ine Re lacemen-t Contract 9911 - various Locations all of the same being referred to herein and in said contract as the Work and being designated as Project No_ PW53-543.200-060530175800; and said contract, incl-uding all of the specifications, conditions and written instruments referred to therein as contract documents being hereby incorporated herein by reference for all purposes and made a part hereof, the same as if set out, -verbatim herein; 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 the period TWO (2) YEARS after the date 'af the final acceptance of the work by the City; and WHEREAS, said Contractor binds itself to maintain said work in s good .repair and condition for said term of TWO (2) YEARS and, WHEREAS, said Contractor binds itself to repair or reconstruct the work in hole or in part at any time within said period, if in the Opinion of the Director of Water Department of the City of Fort Worth, it be necessary; and, s WHEREAS, said Contractor binds itself, upon receiving notice of f: the need therefor to repair or recoilstruct said work as herein IT :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: terns and conditions of said Contract, these !; presents ,hall be null and void, and have no force or effect. otherwise, this Bond shall be and remain in full force and effect, and said City shall have and recover from the said Contractor and its surety damages in the premises as prescribed by said contract . f This obligation shall be a continuing one and successive recoveries may be had hereon for successive breaches until the full amount , hereof is exhausted. IJ WHEREAS, all parties covenant and agree that if any legal �. action be filed upon this bond, venue shall lie in Tarrant County, Texas; and, IN WITNESS WHEREOF this instrument is executed in EIGHT Counterparts each one of which shall be deemed an original, dated Valles Underground Utiliti.es,LTD PRINCIPAL (4) - ATTE ST: � ,Q a! By: SCA 76"S- (Principal) Secretary 5333 Yampa Trail i8 F A L) Ft . Worth, Texas 76137 (Address) Witness as to Principal (Address) The Guarantee Company of North America ATTEST: BY: o n ie Be fo (Attorney-in-fact) (5) (Surety}�SMcretary 1001 W. Nine Mile Road Pensacola, Florida 32534 (Address) ('S E A L) NOTE: Date of Bond must not be prior to date of Contract t' 1 4_ i WW' Hess as to Surety (1) Correct name of Contractor ! , (2) A Corporation, a Partnership + 1001 W. Nine Mile Road or an individual, as case may 1 Pensacola , Florida 32534 be a (3) Correct name of Surety (Address) (4) If Contractor is Partnership all. Partners should execute Bond (` (5) A true copy of Power of Attorney shall be attached to Bond by Attorney-in-Fact. i iintenance Bond qe Two '. I � it II` - ' - 1 I - - f . i 1 1 I -E i t s i II i ;f I � :t THE GUARANTEE COMPANY OF NORTH ERICA USA Grosse Pointe:l~anns,Michigan POWER OF ATTORNEY KNOW AI,I,BV THPSt PRVSZNTS,.'haat THE GUARAATIgB COMPANY OF NORTH AMERICA USA,a corporation organaiaed and existing under the laws of the State of Michigan,having its principal of loo in Grosse Pointe Farts,Michigan,dines hereby constitute and appoint 1'$®MWOAf Bedford,Af Sftmw 00~ N.AL of ader et ea,YiX. its hue and lawful Rooney{s)-ia-fact to execate,seed sand deliver for*ad on its behalf as suray,any and all bands and undertakings,commuts of indamnity and other writiegs obdiptory in the nature thenad.which ars ormay bo allowed,required or posmitte:d by law.statute,tote,repWitm,contract or otherwise. The execution ul'sueh instrument(s)in pursuance of these presents,shall be as binding upon THE GUARADI'i'EE COMPANY OF NORlrH AMERICA USDA as fatly and amply,to all intenta and Purposes,as iftho same had been.duly ets.cautcd And acknowledged by its rosulorly elected aft-reer►e at the principal office. The Power of Attorney is exeeutal and may be certified so,and may be revolted,purs.rant to and by authority of Article;IX.Section 9.03 Of the Hy-Laws adapted by the Hoard of Directors of THE GUARANTEE COMPANY OF N'ORT'H AMERICA USA At a meeting hold on the 311 day of December, 2W3. The President,or any Pica President,acting with any Secretary or Assistant Sccrmary,shall have power and authority: t. 'to appoint Attomay(s)-in-foot,and to authorize thorn to execute on behalf of the Company,and attach the Seal Of the Company thatuto,bonds and undertakings,contracts of indemnity and othe•writings abligatory in the nature theraef,and 2, To re vola at any time,pity such Attorney-in-fact and revoke this authority given. Fmher,this Power of Atiomay is signed and sled by faosimilc pursuant to rawlution of the Boar of Dimetors of the Company adopted at a meeting duly tolled and hell on the 311 day of December 2003,of which the fallowing is a tme erteerpt'. RESOt VKD that the signature of any authorized officer and the seal of tho Company may be affixed by fhcsimile to any Power of Attorney or colitication thereof aulhorixing the execution and delivery of any bond,undertaking,contracts of indemnity and ether writings abligatory in the nature tlresnor.and such signature:arta seal when so used shall have the same force and of-wt as though manually of axed. IN WITNM WHER.I?OF,THE GUARANTEE COMPANY OF NORTH AMEIPJCA USA has oattsed this instrument to be sipo4 and its corporate anal to he affixod by its authorized officer,this d'► tt ae 27th day of October,2004. � 4 THE G[IARANTIEE COMPANY OF NORTH AMERICA USA 4&44.x NA STATE OF MICH10AN dulas R.Quennevlile,President County of Wayne On this 27th day of October,2004 before me came the individual who oxecute d the preceding instrument,to me Pe3wdally known,and baing by me duly swum,said that ho is the herein described and authorized officer of Thu Gaarantw Company of North Aaterio> USA,that the seal affixed td said instrument is the Corporate Seal of said Company;that the;Corporate Seal and his si$aatur+e were duly affixed by order of the Board of Din www of said Company_ Quit 7 rover IN WITNl3SS WHEREOF,t havo hereunto set my hand at lite Guarantue '•4��'~tar`- `;, Notanry Public Maaa m mb Crumb,►,PIS Company of North America LISA oflFioesa the day:and year above written. r�.►st€.et. , "no In Wayne County,Hleldp t My Cuttttlisdalmlgt 212 i?riplt Auot1,Gail B,Latham.Secretary of THE GUARANTEE COMPANY OF N014TH Ali NRICA USA,do hesnby cottify that the above and foregoing is as true and correct copy of a Pawei of Attorney executed by THE GUARANTEE CORMARIY OF NORTH AMERICA USA,which is still in foil force and effect, IN WITNESS WHEREOF,I hnvo thereunto set my hated and attached the sal of said Company this 31 day of Ma y 2006 Bond x#80020566 ,tert:� Galt R.L,atl ai%99oretaty W MAINTENANCE BOND THE STATE OF TEXAS § t COUNTY OF TARRANT § KNOW ALL MEN BY THESE PRESENTS: That Valles Underground Utilities, Ltd.(Contractor), as principal, and a corporation organized under the laws of the State of , (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 Hundred Ninety-one Thousand Three Hundred Forty-six and no/100.....................��Dollars 0191,346.00) Iawful 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 entered into a written Contract with the City of Fort Worth,dated the day of 2006copy of which is hereto attached and made a part hereof,the performance of the following described public improvements: WATER LINE REPLACEMENT(at Various Locations)CONTRACT 99JJ the same being referred to herein and in said contract as the Work and being designated as project PW53- 060530175800and said contract, including all of the specifications, conditions, addenda, change orders and written instruments referred to therein as Contract Documents being incorporated herein and 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 Two (2)Years 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 t 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 Water Department of the City of Fort Worth, 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 resents 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 the Contractor and Surety damages in the premises prescribed by said Contract. This obligation shall be 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 8 counterparts, each one of which shall be deemed an original,this day of ,A.D. 2006. ATTEST: (SEAL) Valles Underground Utilities,Ltd. Contractor By: Secretary Name: Title: ATTEST: (SEAL) Surety BY: Secretary Name: Title: Address 2 r I PART G-CONTRACT THE STATE OF TEXAS COUNTY OF TARRANT § THIS CONTRACT,made and entered into the day oY 2006and between the City of Fort Worth, a home-rule municipal corporation located in Tarrant County, Texas, acting through its City Manager thereunto duly authorized so to do,Party of the First Part,hereinafter termed"OWNER", and Valles Underground Utilities, Ltd.the City of Fort Worth County of TARRANT and State of TEXAS, Party of the Second Part, hereinafter termed"CONTRACTOR". WITNESSETH: That for and in consideration of the payments and agreements hereinafter mentioned, to be made and performed by the Party of the First Part (Owner), said Party of the Second Part (Contractor) hereby agrees with the said parry of the First Part(Owner) to commence and complete certain improvements described as follows: WATER LINE REPLACEMENT(at Various Locations)CONTRACT 993J And all extra work connected therewith,under the terms as stated in the Contract Documents, and at his (their)own proper cost and expense to furnish all the materials, supplies, machinery, equipment, tools, superintendent, labor, bonds, insurance, and other accessories and services necessary to complete the said construction, in accordance with all the requirements of the Contract Documents, which include all maps, plats, blueprints and other drawings and printed or written explanatory matter thereof, and the specifications thereof, as prepared by the Engineers employed by the Owner, each of which has been identified by the endorsement of the Contractor and the Engineers thereon, together with the Contractor's Written Proposal and the other parts of the Contract Documents hereto attached, including the Fort Worth Water Department General Contractor Documents and General Specifications,all of which are made a part hereof and collectively and constitute the entire contract. i f f 4 Y The Contractor hereby agrees to commence work within ten (10) days after the date written notice to do so shall have been given to him, and to substantially complete same within the time stated in the proposal. The Owner agrees to pay the contractor in current funds for the performance of the contract in accordance with the Proposal submitted therefore, subject to additions and deductions, as provided in the Contract Documents and all approved modifications thereof,and to make payment on account thereof as provided therein. IN WITNESS WIIEREOF,the Parties to these presents have executed this Contract in 8 counterparts in the year and say first above written. City of Fort Worth, Texas(Owner) ATTEST: Party of the First part BY: ,,oarc A. Ott,Assistan�Cityv anager City Secretary ryl�'` Contz ct Au horization (Seal) - - — Date, WITNESSES: Valles Underground Utilities,Ltd. 5333 Yampa Trail Fort Worth,TX 76137 Contractor By: Title: APPROVED: Z�;n) d as to Form and Legality: A. Douglas Rademaker,P.E.Director Asst. ey Department of Engineering TON i D Iff SEWER AND WATER DETAILS C >1 � . ru Q L _� � '• U C � s_ � L -0 co C !o- � � N a - ate = 4' - �'' - •— en C - � U m LLj CL 4- P I 67 4-J , 03 L c�" ¢ i . aO ._.te ' mai `/' — ' � *' ^ � 4� Q r C7 U cs (� cu c w c x" U U) r0 N t13 O v ID. wc� fL^ ami } LL N. .-ems 4-1 C C UI C M CJt t V) G N C3 L. X U Ln O C @ C .0" U J r 4� 4i 4f dI io cu N ? .i-i s-F 9? U- _ U U. tri U 4-3 L.d � II O C Q "' fff -� d} 9J m C J L — L " U Cl CL Lt 4- X G Ci.. 4-- 4-. M 0 X D CD 31 £D i � [i L J-1W7 U rrrl ro"to fV ria .¢ o a' i 1 mn ry ' rrrlla 4J o sD l�il m d OL c) - 1 J C �.L 1 O m (s 1 ! - is r J i � -P -3� d a)�? ..1 -r cn sn ra q (iif ��•�.a 1 Z t 1 1. a a a �-_ 1 irO—C..T i2f LLJ LL 1 _ r >>. .� Ems•"`• Paving Or Other i - Surface Material . t •'S- .4. . '``•` i..%•°. `•�✓", -•._;a__x��/+1r i�3- a :l.!/a•'. Li Roadway $ase Gam-- f l If Valve Operating -Nut is � ,-More Than 3' Below Pave- - ��Iment Surface - Provide Extension Stem To l ' Below f • McKinley , Pavement Surface: I t Iron and Steel Co., No. YB5 three piece valve box or equal . :Detail Pertains to All Gate Valve Gate Valve Sizes 4" Thru 12" Torque bolts prior f i to backf i I I . Ste••v - • - Ma in ' TYPICAL . GAT VAI- V _ P EXTENS ION STEM DE TAI L } FIGURE - A-1-78 E 1-IfJMateriajion- ........ E 2-10 Constru ....,.:.. .,..ti 1�G�E:.- �tri �--��, ,:._q...�..�,..-.• -_-. J -rt Q._•�:-' - ••t-;..�.r':..:•,:caL;. '� DIMENSION TABLE GATE ". . VALVE .q As O::•cam- _ .. A C 0 E F G R J K a l2" I.d" I •• I" •' 12" 0•- _ I _ i 24•• 12" Ib•• i{ . -h - - - 1 j - _ i&• 20"2001 IP' 12" 51 3/811 2"48" E2" 12" 24'• TY' fa•' 4a=•''`t. , '22!' IB" i2•' i2" 5L 518" 1"54" 12" 12" 24" ib••_c.. ✓,i 24^ 2b" 141' 12"12" 64 3/8" 1"60„ 74• fB" 'IV* 1811 24- 30" Z8'• ' ,-•_ fz"ua�. \ - -.." 12" 1Z" 12" Bd 5/8" 3"66" 18" 18;, 30" 20 3c" / -->� \l .' •'.. 3Lr, j2r. 8., 1,1:"'i2'• 9a Vk61, y„ 72"1B" f8"36"a4.. 36,. 42• 34" 6" 7 " 3" I07 3/4" 5"78"24" 2pr.36. - » 48,r 6„ 4" 14" tor, 121 5/8,1 90r, 241, 42..36,.4.8- -7- d.r _ J. '�`"-•' I Xr 5" t42 1 2" 1 24" 2^ b'•y 4-• r �� _ •6;81- �^ -�' Sti f;.:':.;.';r.•:. 54" 6" #^ 1 a2•, h � f � � ! 3" 3 0"5 app. •�. 1 7 r r'-"'• '\ - - aErpaasians are hawed on American Oarking gal vc _.....--,'_•-.- _ 4 t and Hfg. Eo. Orah;ng NP. 6397, dated 3-2-53, _. - I _ . - —C..v' 1 `l Ir •••:•s,i -•••- •+ revised•5-1i-70, i6" -to-1- valve ei.nca+ions Q•�•• 3 i Its'. a Iyf :,•:j i - dee ted SGd On Ga[d{og No- 10, pd.2a5 20 d•id ZZ. f4"gore valve dfmcnstans are based an 0",.7n' 7'70. NO, $2-13458, dated I2-1 - ` , _ 1 � 1'�� ���e;-.•. ..,ti _. -�-- � 1 _ __-ter.=�-�� • '"h- +�`;•ate: ' ,,n'c '� \ti Jam' [ '`'�,"b•:..'.. CONCRETE TOP VIEW, LESS MANHOLE COVER AND RIM INSTALLATION •NO. 4 EARS, 6"s•E {'ryp) SEE NOTE i SEFr NOTE dFQ. 8 SANS, 1S"v (TYF,) . _ $EE NOTE 1 - Ze RUN, . 42 1 NOTES ' tL- - "tL NO; $ 0AR3, IZ" % 1. 2411x40" Fart Worth standard 336 7b- aaanoie -twee 2,COVER {7Y'A�.} :q _9 - with zha so rd"VATER" cast in 2-iach letter 5. 2v LOVER(TYPj�- Ij.O:'. •400G� REIUF. P-3+ulN i�F 4 2. Vaivc vadlt'slda walls shall be pr[cast rci•rfo recd 2"COVER - 'CONCR ETI; r�1 0:� ea-crece pipe of rhe tongue and,grat,ve 4aslgn- (TYsi) 6"MAx• - a.aetSn the ra g qulrements of-A,S,T,H. C-76, E1ass Y`MfPi. Ili, ar equal, using Me-NEX plastic sett, or 9 poured-in-place 1500,reinforced concrete vii'• a'• ;� =:`�j Q6• real Is. CD-cy-ce walls shall he rei.f.re.d a7rh - _ atrc-l.r barx. spaced 61•eye pori 2on1 dl 1,a.& - ' ii e. � -b"tie vert teal ly: Poured-in-pt Bae concrete muse_ 11� 'have-"flrst ur.face rubhirg,"as specified i -- ' iI I 31Hs NQTZ 2 'S E 2-14.15bli) of the General Contract 3oran nts and Specifications. 'Q' - 111 •6- SM NOTE O 3. HanilP ke steps, such as PERWl-5T;_P--+[UO-2, or equaT, j shaft he Provided for 42'• gaze valvas end ge nd larr_ 2'COVERfCETH F: CONC. The steps shal i be Installed similarly as ;n a____ 6"(MIIr,) 71{ scandard 4' diameter manhole, _ - (7YP,} `1{ A1C. B tsAR 3,B"We 1 k tf Q$ ®Aft:% ia"ryi:, © 4• Provide arrporatinn and curb traps a max rren of �„- fli - 121' from each end of gace valve, as shown, _ ! Lorperalioa and curh <top sizes shall be I" for - 16", 20"and 24" ona ' P•� - li I .,� - Pipe nmil di adecerli 2" for -. 30", Bad larger d[a,paters. 2^taps sha1E he wade 1 T as a 2" flanged Bader, ut th in Wated adapenr i Iz" f'-'Z4 ',. I�� ', Z"eOVCR(ryr) I'it. Lnppoj r!-er5_ shell be prowl dad bat- Che TYA f , per.AaIZ To coraararion and cffh stops. Curo scop, sr--all he ' `?::� N ••1 CF Alp Ipstalled d .�1CirP/6.R(YAKdY!/J ran elevation 12"above the too Sar- k p.,Zs, tt• r.x1,���a�,f- jS'r - •�, " s 5. face of vault Lnitnm sl ah_ +,•3i�sjl::a'} `f` '�y a''- i i 5 � �• a �l TO f SLOPE 5 Puf,urernene..shlan Pad, as sopp7iad by Teias ar.'c.;^4 ��� •+ Plastics 7faecrlals of 4:PPir Coen �. { 2= pony, Forc Vpri h, Texas, or equal, } � :.• wtxh -It.r 0 '� � � r'B/9AArfJLdR�a.•-• - Pip ^v r dk7L�GMdMT n.•� p'='0 16r� - v ..l�p - s � -•':-:1�- __ � f s �. -• rsa. + saRx. Ila 5•# Sarlt P o•g:'S:,.i,'«-•- ye•-_o-• o:ar p[U WAYS IN P3O4` COr4CRETE SECTION A,-A F VAu LT DETAIL VALVEFOR 16 ANm L A R'ou U, R E 7_I� �:nTER IALS -� i 2-f# CONSTR17CTIaM 1 - ' C3'' � '€if i i LJ3H f l•�t I b r f L'' c-nwi L-o r ger To Have Gate Valve Existing or Propossed Curb Bottom PCest Concrete Blocking Concrete - .& Blocking it I E-. Fire Hydrant Ma in— Exercise care to avoid Plugging Dfain Hole Witl1 Concrete Existing or Proposed Curb f=ire Hydra-�t to Pavement or -Other Surface be Set Plumb Trench t-61, Base Parkway Ex tension Barrel and Stem for Extra Bury k Depth if Necessary Gate Valve Minimum 7 C.F. Gravel al' Fire Hydrant Proport i ona l l y Anchoring Coup- Lead Around Base I inn for Connec- i Main a�a' tion off of �rsn- - - trete Pipe ` D i amet-o r and a .° - { urger f19 Concrete Blocki;ig Concrete Rest 12" X 1211 X 0 Bury Depth: ' (l} 3'--6I' for Cast iron Pipe Varias (2) 5.`-0'` f or. A--C .P i Fe Ref Figure b - i STA N UA I Rt YD60"'"' NT -U"XETA-1L El k;._. E-2-12 Const - ..:ti�.. .,, .... _:,�w.. - ,o.!.,_-�'........... ...... ....�G;: �,;�::aS i � 4--c '1 �y_:l;•-- "-'v'E�t:�-`i:'_'�,:=- ••_Tim- .r,-,^3.-r_F -n::.'T.•Yt...,ri-'-x.-n..r::r.�r.-...�.....:n-_' ---•......-_..s v.a +-.,v-.-.• r. } Standard Asbestos-Cement Coupling Asbestos-Cement ` one Required i r'ed at _ •, � 9 Mid-Point: between Adapter Specials). Asbestos Cement Adapter. 1r.T :b`,"' J,r�• °SEL=J i::. r •- -- - - - - ';~7'= `= i Typical Blockingfor - Typical Blocking for Valve Instal-led i nFire Hydrant I nsta l l'ed Asbestos-Cement ^-Cement in Asbestos Pressure' Lines Pressure Lines 31-611 Bury With 11-611 1r Barrel and Stem Extension . r for A-C Pipe c 4-1 � - - _•-.�.,:,. :� - �-'_ L off f�! 0 a f _ . i ji Reinforcing Rod shall be No. 4 Si;CT1Q1w1 R-Pi Defoi-med Bar unless otherwise SECTION B-B specified f - - i NOTE: Although the arrangement of A-C pipe adapters, short lengths, and . couplings are shown in this detail for a fire line, this arrangement shall lie typical for installation of valves or specials along the route of the-water main. T N L F VALVE � _ i SUR.- H 1-1-� 1 El- 8 Materials E2- ,6 Construction f _ _ - ..W...�„ .-4a - s:F3,:�..::,Ye:P�,-� 5 t ".�w',4`,MS�a.y�.=�'>Sa,R�'��•i.�1`.s;�;s;am":'�^.'^`.,p�%x d.��uta't ',.5��. ac;;,r::..._,. ,..�.-r-:.::�,:4;i•2c:.:aa:,.. , c; Butt and Electric. Tack Weld One End. -Tack Weld 4-1" Square Struts Max. 2" Long To Other End �-- Cast Iron Closure Ring i _ t I 1 2" Max. -Gap t F - Cast Iron Main Cast Iron Short '" Pattern Sleeve ' OTE i Remove Weld Slag And Finish Its Accordance- With AWWA Specification 0203 Prior To Installation_ Of Cast Iron Sleeve Provide Struts -On Mains Up Through 12" Only If Gap Exceeds 21C. I . Closure = f Ring Is trot 'Requ i red On Mains Up Through 12". Construct As Detailed On Mains Larger- Than 12". 1 l i - _ EJ-T Materi a3- �. EZ-T Construction !- ..i.Ct •..•. -" .tea.,-.. .i...-.--3 ._-._�-- • --....-. 5' -..�- r � 44 -Lf- --- r S � x t .J''t �� . - „ti 150 P_S_ 1 . G test presaure and 3000 _ P.S.F. soil bearing value. q r 01 C' } WIL.ag Tee1500;' Concrete �s R. `•e_ t�:• - sem. ..�„4;:;'' Bend A i i r1F17 1500# Concrete ONTAL BLOCKINC23 TABLE '-Dimension -17X11 May Vary if Necessary - y y ary To Provide Bearing Against Undisturbed Trench Wall Pipe n_;, 11 °.._ 157 22° Tee & Plug Size- Qin. En• n. - ax. Mina 'Max.: Min. Max. Min. Max, Ft. 71Ru 1i 1t I7C17 Lr ii a Rrea Voi . Area Vol . 411 i .y0 .8 .05 .95 0 .0$ .95 1 ..90 I o5. .: _ -91 -82 .05 6r 1 1 .5 .90 .8 .05 0 " .05.. 1 .05 1 - 10 .05 J.. 3 1 -99 -05 . 1 . 19 1 .41 .05 grr 1 .5 o •8 p5 .95 1 .90( .051 1 .41 2.00 .05 . 1.•86 3.47 . 1 1 .57 2.4 . 1 10i1 i .5 .g0 .8 051 1 .26 1 .60 .05 1 .79 3,20 . 1 2. 18 5.62 .2 1 .99 3.9 - 15 1217 1 .5 1 . i D 1 .2 .051 1 .48 2. D - 1 I 2. )4 4.50 .2 2.83 R.00 .3 2.38 5.65 .2 16E1 -2 1 .41 2.0 . 1 1 2.Oo 4.0o . 1 2.8 8.00 .4 .7 4. 10 .6 3. 16 10.0 .5 2011 2 ] . ?7 3. 10 .2 2.54 6.20 .3 3.52 12.40- .6 4. a .00 1 . ]5 3.9415-55 , 75 241, 2 2. 14 4.5D .25 3.00 .00 .5 4.25 18+10 .95 5.65 5z.00 1 .85 4.76 . 60 1. 05 3011 2.5 2.66 7. 10 ' .55 3.78 t .20 ] .0 5.30 128-201 1 .75 7.0-5 R9.801 3.4 1 5.91 .332- 1 61 r 2.5 _ 10-00 4. 0 2o.401 :4 6. 6 °a80 2.65 "8.50 7z.Qo 5. l 20 l .o0 2.95. ,. 4211 2 ] 1.2 2.2 8.3D �_00 4 75 8" 3 4- 38 18. D 1.6 6.oo G.00 2. 8.480 4 1 l . 14 12b. 10.4 0 .0 6 1 _ 54" 4.0 .00 2.5 .Op 6.70 400 7.00 g.40 8$00 0.00 13.QO 1620 16.0 10.7 i 1�lb 12.00 f NOTES. Minimum areas shown are i square feet. Velums shown are in cubic yards. Vertical dimensions of- all block bearing areas shall be Identical to the horizontal dimension shown. t� HURIZONTAL BLOCKING DETAIL. I--x- 78 E E-1- 20 Material F G �`°� E-2--2o Construction V NOTA. Trench w i dt-h, G Pipe 24" i .d, and. smal ler = . 11,," or ood, r 12" whichever is greater. z, Pipefllar•gar than, 2411 ="o,d, of P = �,• ''r���S, � ^! - - J. C#'c3d1C: s13a1 t+ p� �Yyy. 1 extend a rain. of•.5 beyond'.- + {; each side of pipe. Bell Bell Bend • •r RUBBER GASKET JOINS lel.J. — MA-J. Bend Ma1n I504#, Concrete ��//'�v`pp' <''•:f *. Typ. . MECHANICAL JOINT Main Q ' Bel 1-Bell Q Band -500# Concrete 2l,��11 TYp- �eep a min. of BELL AND SPIGOT JOINT Note: When cradle is clearance between shown or specified cont, and -joints .or for installation of is On C.A . pipe. on concrete wipe r in excess of- ll-D" th"Q full joint as detai lt?d, length of the pipe or fitting shall he cradled.^ 1 ��. 31-1 78 E 1 -20 .Materials E 2-'26 Construct i'on L 1a3S5 eet {=3�4r#) Concrete #4 Steel- Bar •'',1p�Q t f _ f Keep concrete clear of [��a pipe joints and bolts f Wrap pipe with 15#- roof i ng --Felt 1 � ♦fes' i. Form as necessary ,•, BEEN)5 90a 4511 221/2- 11 1J4' A f- *Vol . Req'd. C.F. 39.99 2L64 -11 .03 5.54 A Ft. 2.50 1 .42- 1 .0 8.75 6 B Ft. 4.0 3.88 3.36 2.75 C Ft. 4.0 3.88 3.36 2.75 t - *Vol . Req 'd. C.F. 71 .09 38.47 19.61 9:85 A Ft. 2.83 1 .6.7 1 .5 1 .0 8 B Ft. 5.0 4.8 3.66 3.2 `a C Ft. 5.0 4.8 3.66 3.2 *Vol . Req'd. C.F. 117 .07 60.11 30.65 15.40 A Ft. 3.25 1 .92 1 .75 1 .5 •� - 10 B Ft. 5.9 5.6 4.25 3.25 C -Ft. 5.9 - 5.6 4.25 3.25- *Vol . Req'd. C.F. 159.94 86.56 44.13 22.17 cu n A Ft. 4.17 -2.-42 1 .42 1 .25 n 12 B Ft. 6.2 6.-0 5.54 4.2 C Ft. 6.2 6.0 B A4 4.2 *Volume calculated on the-basis of concrete reacting thrust on the respective bends under an internal pressure of 150 pslg at the rate of 150 1b. art.- per cu. ft. of concrete_ t - L IE � 1 Yr DETAIL 1 _,-7s FIGU RE 11 El-20 Material i=2-2© construct i on � r--z � _�-x-•-�-r sr- 1-5�-`��. ^4r.� ,-,:nkq"' `:�=;^�.:::A,j;a•m1.�Taa.-^--+.- _ c=.-u=cwa: a - F r v NOTE: Quantities wi 1.1 be. specified an dans or directed by Engi- neer. r � - f - f Grout over exposed steel straps' #4 Bar Steel Straps ' In variable quantity Keep -concrete depending on thrust. clear of pipe n joints and bolts 7 Form as Necessary �rR4' i 2500n concrete ,f #4 bars both ways t.P 51' c/c R - I - :' • �+ 1 R -78 E €l-20 Ma � . n E2-20 Co s t' uL U ;tlFi�i.:Y'.:.:§'h. �:� ^•'vM.` '.kit'V•:-�E^�'::.,•rt"�eKy.+....cie:."`.;N. ;17 v..�e.:� -�ra,�.�:,--w ._..�^_ t, ,Y .,ur^.w+.u!4-,5€,:v`,?sr.i�vvt,.ti y} 4.-7:" r `"w `�"^,. �`v1 r.[F' ';:�w�'ic:t4 Y;�7'rn�n:• ,-ate': -s.-.;c.-°•• - If�(j�-.�:.. .� 1i1-NI Steel Bar Straps in Keep Concrete - r variabled y - P r Clear of Pipe quant i t e end- I ng on thrust. Joints and i3olts • '=' Provide Forming as Necessary :. 2500' Concrete Bars Both Ways 611 C/c Y / NOTE Quantities will be specified on detail plans or directed by the Engineer r ' - TIE® FIGURE 13 - 1-1-78 E 1-20 -laterial - E 2-20 Construct-ion 8ising surface ckfill as Specified a i F t ` j l 61"m1n. dimension. 61( max. for p' y purposes when bid per cubic yard. 6" min. dimension. Max. for pay purposes .s.hal l be 611 on main 24" and smaller 11 > � on mains 30(( and larger, when bid per cubic yard. 03min. dimens' lon. 41, maxfor pay pia-rposes when bid per cubic yard. kIt Class F'E" 1500,E concrete, Concrete encasement I. shall stop I F either side of joint, aril when: ances4nq concrete pressure pipe, full lengths of pied Sha II be encased, joints excTud6d-. VVNCRETE.- ENCASEMENT tr HY _ , :.. 1" -7 Material _ 1 2-7 Construct ion r - - .. - - .:Y-�..•.4...M... �.... .,. -- -}-.._t-.-.:�:t`fi',:v..n.li::`......��:5'....-:...�i^^�:Y:iv „ .c..��;`,-'„ . _ - .-..-... c a-.�.._t _..,.i:...7.i.- ..-.....:.....,,:�....,,.....�.�.-.x...,..�-..�....:�-...r..a.-...» . ..................<.,-.,...v �,..-.... -.- s......��.w..,v....}.-.,...i..-..-....�- --...-... .�-.. .-. .r. - -_ �..j_-•.�.�,-..--�..:-.-�.... ..F...- Exirting Surface Existing Sewer Line 0 s 6 Proposed Water iia i n ` (D - Variable trench width. :Pipe length shall be wmasured as sta9ndard trench width (Ref. E 2--2_ 16), plus four feet, (41) . too joints will 6e allc d within this k dimension. A minimum bearing Df 241, shall be requ i.red on each side of rhe trench. Sir lines less than twelve inches (l2" in diavieter shall be replaced with Class 150 cast iron pipe or supported and encased by a reinforced can-erete bmam per Figure 2h. fir- service l ines shall b-e replaced with extra strength cast iron soil pipe. kzJ joining of cast iron pipe to clay or concrete pipe -shall be made with 4(}00# concrete collars per f=igure 112.$ or with approved adaptors. The entire area excavated to accomplish the replacement shall be completely backfilled with crushed limestone and thoroughly compacted to '90% Proctor Modified Density. The minimum clearance of sewer to water lines shall be six inches (6E') . i REPLACEMENT t:. s 76 E 1-7 A�at er i s l's E 1 2-2 CRE onst r.4iq rl n ry n' - EV rn ar m fro4- L (D4-Ja L_ -M E U ar -C O C 0 E U =C in C yr 'C7 ME i 'm C ar E Q a v O f � •- 4 -- 4•' 1— tri i[1 t}- to r__ "e"�" 3 o E 3 rn L: t6 ._ to C r� q 00 -GZ 0 cit cit � (DLU >u B _E € ar E'• L ,>w F o to E m -a Cl. i u n V =:F Q Q P s+ c[ C_to .0 Ct) Z7 b m O U w i is .•-. >Z C L L A -a• � m -a a " car to -1N .d mai C •u m m 4- al to .v La 4- a ..G ro (U -O a L.- c 4-- U > m V) a o c •- to uti .- wt �? to rm u to t frt F _ A � Q t m C p •x _ _ L. 41 C -... U >_ W �._ U •v O 'M (n *ky U Ll.. 9% O U LL ' '" 'a S/? U � , '•'y U h u1 Qa • tQ 0 O "a ��f •W Q1 L m M U� • -a G -C1 L to N 0ur C =to C �: ,:.a p .• : to 4J L ra —C a} -.p4pl. CV _ -U ar tti C Q r : _ -0 4-- m U ::� �• N c ..c to to a , -0 ro 4J — +� L •m ar L z= � t� j _ :I••i-,�g -� vs_ ro L ..c arm - ; !4 m 0 c 0 cu L 0 CD C13 C 4-1 U _n Lr-% 04- U 4. O' i CO i Y L to L ty > Q C n 4-1 aww� . - i-, M- :3 •-- 0 EA -o 0 _u ml t13 O 0 a} Qa o m -0 co -0 Y aJ 4J m ar U V) to c U C CL cn I~ E i X 0 0 0 , E O co I � z - :'.flti�'i-5`^r�-' _....__.�=...� �-_-•�..._..;ii:Giu �.wTb.-.....w-.-., w a. — - ........ "�,y-"w si.•-cm_.`.•s",k.-v�ih'S.Csxc..^�=•—:tica-r 2" Gate halve 3/4" S�-mPl ing :iap l t rr�l + 2 Short IV i pp l e x 2" Tee After Sterilization Remove Piping and. Install PI ug Backf i I I , - 21' Coupl ing to be p I ugged w/2" C. I. Plug after sampl ing NOTE. Chlorination blowoff 4" and larger Water Liner : and sample point for }�!• deadend water piping. _ F Contractor is to furnish a I labor- and materials. Materia? Embedmentwi l I. be removed and P1ug after Sampling retained by the Con- tractor after satis- factory ;same I es have beery obtained, �Y. Backf-i I I .•� � - _ a :y,. ,{i .` tel` ..,s�ry±f. �r 'j +• _ — - ` t +k•t ` '-.�'�jr* i. - ir.����';r Concrete Blocking:, r � J •+I+ r- J6� per P'i g. 9- 31° and Stm N,er Water--ti-ne 5 Embedment TANDAM _ •4 - PLUGCHL' 'U'RINATION OBLOWOFT-7 IN AND` SAM"'PLI NG PONT - UR 1-1-78 E 2_24 wonstF=uction Spec, -„1s: �.;; .�.. w�::'.�;.^r;. ��.�:���”-�'*S'-- -'.�v':•..T -kms- -x:=ar _ ..... .. .-. ..rte z1';" .•;f r- --sv '�•?.�•�x-;a•.-^,-.,un•. "":^,�.-;""ST- - ^--�a-:z,7r, ..::.--.z F NOTES 611 bl ind- flange tapped 2" with 2" brass plug. ' 125## pat tern bl ind f I ange dr i 1.1-ed and tapped } for 6" blind flange, 6""bi ind flange attached i with bronze bolts_ Gaskets shall be -furl l faced as otherwise required in E 2-4. f Lifting mugs shall be , provided in quantities 4 k sufficient to loft and handle theflange as a balanced load'. i Attach the 125#- pattern blind flange with steel 3 bolts and bronze nuts then cover with- cement grout after installation. 2 O125## pattern flange,' unless required otherwise. Flanges and blind flanges to be designed to l withstand pressure rating of pipe. Wye branch to be one size larger than, bot tapered to standard ' run normal diameter unless otherwise specified. aStandard run diameter. : F 5 7 456 T A rCLTAN NO3 DETAIL Material Specification. E 1-4 r - Construct ion Spec ificat io . E 2-4 1 G gut R r- :tti�.5�. - ._v r;>�r x>;3..•:_..r��:�:'�_ ...<-.�-.i. r.-.,.'V.v. K.} n J`k�`ti>�`�.":'- `:'.1 Y.'." 5'3i'cY` r,,ri?.�i ,uc,,p-,.1„c.'v:«SY•'^ct.- ]"'r" -'�`.�:c. - ..341i't. .. =:°tii:•`...`u..,.wr.�'3.::..........a .,..t•.43w4...>v_a..._-,,...,. .._n..,ti.-..-..::C=a.w..:�."x.x.- .ri.'.'r-.,„.• a«,ti ......... .... v ,v When a f ire hydrant is i ocated at end of Mains b" and 8" in diameter, w e may be emitted Contractor -wi l l make a reason-able eff=ort to prevent back-flow cif purged -water (See E2--24) t EXTEND PIPE RISER ABOVE GROUND LEVEL Tol iy--Pig" CAP 'A'FTER DITCH HAS BEEN DEWATERED- 1 . install MJ Wye at terminal end of main l 2. Closure on_A-C pipe will require 'Ring--Tight" i to -plain end adapter in addition to MJ Wye 3- Block Nye s tre i ght run end plug . i 4. After cieaning with "Poiiy- Pi9" instaii branch end plug. L �. _. . NOU _ - SYS E - AND `tea::='.•.' ...- I G i.Co�:. 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El-2-3 z —III----III—III—III=1I1-11I— C_C_B_ � " WATER: SIZES 16" AND LARGER SEWER: ALL SIZES U' STORK DRAIN: ALL SIZES w o - I MATERIAL SPECIFICATIONS •c SAND GRADATION LIA L ESS THAN 10--PASSING U X200 SIEVE THE EMBEDMENT ,AND BACKFILL DETAILS PROVIDED.ON THIS 10 OR LESS -SHEET SHALL REPLACE APPROPRIATE PROVISIONS OF BOTH � J THE E1-2.4(6) AND E1--2.3 OF THE G.C.D. AND STD. SPEC. ITEM 402 OF THE TPW STANDARD SPECIFTGATIONS FOR O 0 STREET & STORM DRAIN CONS-TRUCT(ON. ALL OTHER I-- CRUSHED IiTONE GRADATION PROVISIONS OF THESE ITEMS SHALL APPLI � SI� SIZI RETAINED'- -U 1/2" 40-75. WATER, - SEWER- & STORM DRAIN � 3/ x 5- "9° EMBEDMENT AND BACKFILL DETAILS 90—loo 95-100 CITY Off' 'F ORT WORTH-OQNSTRUT►ON--STANDARD C� i FIGURE A 6 DATE:2-19-02 ]�— EXIS TING STREET 'TEMPORARY"PAYE€9EN T' REPAIR PAVEMENT -- SHALL BE=. qRTl_-I -COLD MIX ._. ASPHALT. ROLLED -CB: MINIMUM • - siao maev6e�epre a�ea•e<asce..•yap cbaQ 1•�•v<*r�•asaea ata�wee�ya•Q��sa�rb< '-. -. -. ze KIM 6' CD-PACTED FLEX-72ASE KATERIAL -EXIST. BASE _ . EXCAVATED 3ATERLA. SHALL CONSIST OF MATERIAL FREE W TKI#+I OR SAND f�tATERI�4L EL TED PIECES, RD=. L S - CLAY. SOIL. LG* OR VEGETABLE TTER.GRANULARL 3-6a Kk-,IMJK EMBEDMENT INCLUDED IN LINEAR FCUT DID PRICE OF PIPE. EXCAVATION, B C ILL ANDPAVEMENT REPAIR L� D.ER EXISTING STREETS CASE 3- EXISTING VANED STREET TO BE RECONSTRUCTED FI a RE SHEET 2 OF ? NTS REV, APRIL 20, 1995 T _ _ r f r �Y - 1 - -i.•::sR- r.y....t_-Ii'.r.._T.::r:.__....;-c-i:..-.:;wy.�.-s_- ,.r...:.-.. .__�....- .,.n e ry . .. . r- -17- PROJECT 17_P JE T DE IGNATI N SIGN x : .,, _ • co .T• - ,: .Cb ,. e J ":a 4 cm -18- PAVEMENT 18_PA EME 1T CORING INFORMATION CITY OF FORT WORTH ` 'CONSTRUCTION SERVICES LABORATORY RESULTS -FOR TEST HOLE AND PLASTICITY INDEX PROJECT:RILEY STREET (FROM: BERKE RD. TO McCLURE ST. ) DOE NO. : 2880 FUND CODE: 01 s HOLE #1 LAB NO: 98_186 LOCATION: 37' WEST OF McCLURE ST. N/4 - 1 . 50" HMAC r 7 . 00" BROWNISH SANDY CLAY W/GRAVEL 8 . 00" GRAYISH BROWN CLAY W/GRAVEL (TOP 10" IS 65% GRAVEL & 354 CLAY) 5 . 50" DARK GRAY CLAY ATTERBURG LIMITS : LL: 40 . 1 PL: 20 . 6 PI : 19. 5 SHRKG: 10 . 00 MUNSELL COLOR CHART: 5/2 GRAYISH BROWN CLAY 4 UNIT WEIGHT: 131. . 0 LBS PER CUBIC FOOT HOLE #2 LAB NO: 98187 LOCATION: 247' W.OF McCLURE ST S/4 4 .25 . " HMAC 8 . 00" GRAY CLAY W/ GRAVEL (TOP 10" IS 70% GRAVEL & 30% CLAY) 9. 00"DARK GRAY- CLAY ATTERBURG LIMITS : LL: 47 . 8 PL: 21 . 0 PI : 26. 8 SHRKG: 16.0% MUNSEL COLOR CHART: 6/2 LIGHT BROWNISH GRAY CLAY - HOLE #3 LAB NO.: 98188 LOCATION: 43' E.OF BERKE RD. CL 2. 00" HMAC 6. 00" BROWNISH SANDY CLAY W/GRAVEL (TOP 10" IS 60%. GRAVEL & .40a CLAY) 14 . 00" DARK GRAY CLAY ' ATTERBURG LIMITS : LL: 46. 0 PL: 24 . 1 PI : 21 . 9 SHRKG: 13 . 0% MUNSEL COLOR CHART: 5/4 YELLOWISH BROWN CLAY APPROVAL- - y JERI ROUTING DATE TESTED: 04-02-02 JOSEPH GAGLIARDI DATE REPORTED: 04-11-02 ABE CALDERON _ TESTED BY: SOIL LAB NAJIB FARES FILE _ 1 CITY OF FORT WORTH CONSTRUCTION SERVICES LABORATORY RESULTS FOR TEST HOLE AND PLASTICITY INDEX PROJECT: ADKINS ST. (FROM: BERKE RD. TO McCLURE ST. ) . DOE NO. : 2878 FUND CODE: 01 HOLE #1 LAB NO: 98189 LOCATION: 201 ADKINS ST. N/4 1 . 50" HMAC " i 10 . 50" GRAY SANDY CLAY W/GRAVEL 10 . 00" GRAY CLAY CLAY W/GRAVEL (TOP 10" IS foo GRAVEL & 40% CLAY) ATTERBURG LIMITS: LL: 24 . 4 PL: 15. 3 PI'.- 9. 1 SHRKG: 4 . 00 MUNSELL COLOR CHART: 6/2 LIGHT BROWNISH GRAY SANDY CLAY UNIT WEIGHT : 131. 0 LBS PER CUBIC -FOOT HOLE #2 LAB NO: 98190 LOCATION: 75' W.OF MCCLURE ST S/4 1. . 5 0 . " -HMAC 11 . 00" BROWNISH GRAY CLAY W/GRAVEL (TOP 10" IS -609. -GRAVEL & 400-. CLAY) 9 . 50" BROWN SANDY CLAY W/GRAVEL ATTERBURG LIMITS: LL: 28 . 6 PL: 15 . 3 PI .- 13 . 3 SHRKG: 8 . 00 " i MUNSEL COLOR CHART: 6/6 REDDISH YELLOW SANDY CLAY i i APPROVAL: 4R !J RT - ROUTING DATE TESTED: 04-02-02 JOSEPH GAGLIARDI DATE REPORTED: '04-11-02 ABE CALDERON TESTED BY.: SOIL LAB NAJIB FARES FILE I r CITY OF FORT WORTH CONSTRUCTION SERVICES , LABORATORY RESULTS FOR ' i -TEST HOLE AND PLASTICITY INDEX PROJECT: S . GROVE ST. DOE NO. : 2881 FUND COPE:- 01 i HOLE #1 LAB NO: 98. 368 LOCATION: #2840 S . GROVE ST. E/4 2 . 00" HMAC E 15 . 00" GRAY . SANDY CLAY W/GRAVEL & ROCKS 5 . 00" BROWNISH GRAY CLAY W/GRAVEL ATTERBURG LIMITS : LL: .31. 6 PL: 16 . 0 PI : 15 . 6 SHRKG: 11 . 0% MUNSELL COLOR CHART: 7/2 LIGHT GRAY CLAY UNIT WEIGHT: 133 . 0 LBS PER CUBIC FOOT HOLE #2 LAB NO: 98369 LOCATION: 2820 S . GROVE ST. CL 2 . 00" HMAC 13 . 00" GRAY SANDY CLAY W/GRAVEL, ROCKS t 7 . 00" GRAY CLAY UNIT WEIGHT : 133 . 0 LBS PER CUBIC FOOT ATTERBURG LIMITS : LL: 34 . 3PL : 17 . 9 PI : 16. 4. SHRKG: 8 . 0 0 �- MUNSEL COLOR CHART: 7/2 LIGHT GRAY CLAY' HOLE #3 LAB NO: 98370 LOCATION: 2740 S _ GROVE ST. W/4 1. 25" HMAC 11. . 75" LIGHT GRAY CLAY W/ROCKS, GRAVEL 9 . 00" DARK GRAY CLAY W/-GRAVEL ( TOP 10 . 00" 60% HMAC;GRAVEL & ROCKS / 40% CLAY ATTERBURG LIMITS : LL: 50. 4 . PL: 22 . 2 PI :28 .2 SHRKG: 14 . 0% MUNSELL COLOR CHART: 5/2 GRAYISH BROWN CLAY UNIT WEIGHT: 130 . 0 LBS PER CUBIC FOOT HOLE #4 LAB NO: 98371 LOCATION: 2709 S . GROVE ST. CL 1 . 25" HMAC 9 . 00" LIGHT GRAY SANDY CLAY W/GRAVEL & ROCKS 11. 75" DARK GRAY CLAY W/GRAVEL UNIT WEIGHT: 130 . 0 LBS PER CUBIC FOOT E ATTERBURG LIMITS : ZL: 87 . 5 PL: X4 . 6 PI : 52 . 9 SHRKG: , 23 . O%- MUNSEL COLOR CHART: 5/1 -GRAY CLAY . x D.O,E_#2381. APPPROVAL: 0YrJERZ DATE TESTED: 04-11-02 JOSEPH GAGLIARDI DATE REPORTED: 04--16--02 ABE CALDERON_ TESTED BY: SOIL LAB - NAJIB FARES SUSAN SCHWINGER . FILE _ Y CITY OF FORT WORTH CONSTRUCTION' SERVICES LABORATORY RESULTS FOR TEST HOLE AND PLASTICITY INDEX PROJECT: SOUTH GROVE ST. (SHAW TO BIDDISON ST. ) DOE NO. : 2882 FUND COQE: 01 HOLE #1 LAB NO: 69 LOCATION: 80' S. OF SHAW 6. 00" HMAC 4 . 00" BROWN SANDY- CLAY W/GRAVEL 5 . 00" DARK GRAY CLAY (TOP 10 . 00" 80% HMAC+GRAVEL / 20% CLAY) 5 . 00" LIGHT GRAY. CLAY W/STONE , i ATTERBURG LIMITS : LL: 41 . 0. PL: 18 . 8 PI : 2.2 . 2 SHRKG: 12. 0%- MUNSELL COLOR_ CHART: 5/1 GRAY CLAY r UNIT WEIGHT: 146. 0 LBS PER CUBIC FOOT HOLE #2 LAB NO: 70 LOCATION: 3340 GROVE ST_ 6. 00" .HMAC 3 . 00" BROWN SANDY CLAY W/GRAVEL 6. 00" DARK GRAY CLAY (TOP 10 . 00" 80% HMAC, GRAVEL .& STONE 20% CLAY) UNIT WEIGHT: 146. 0 LBS PER CUBIC FOOT ATTERBURG LIMITS: LL: 58 . 4 PL: 28 . 2 PI-: 30 .2 SHRKG: 17 . 0 MUNSEL COLOR CHART: 6/2 LIGHT BROWNISH GRAY CLAY HOLE #3 LAB NO: 71 LOCATIONATION: 3420 S . GROVE 2 . 00" HMAC 6. 0.0" BROWN SAND W"/GRAVEL, STONE & BROKEN HMAC 6. 00" .DARK GRAY CLAY W/GRAVEL (TOP 1.0 . 00" 60% HMAC W/GRAVEL 40° CLAY) 4 . 0.0" DARK GRAY CLAY ATTERBURG LIMITS: LL: 50 . 7 PL: 24 . 2 PI : 26. 5 SHRKG: 12 . 0% i MUNSELL COLOR, CHART: 5/1 GRAY CLAY UNIT WEIGHT: 133. 0 LBS PER CUBIC FOOT HOLE44 LAB NO: 72 ? LOCATION: 50' N. OF BIDDISON E/4 6. 00" HMAC 6. 00" BROWN YELLOWISH SANDY CLAY W/GRAVEL & STONE r 6. 00" DARK GRAY CLAY' W/GRAVEL (TOP 10 . 00" 80% HMAC,GRAVEL & STONE / 20% CLAY UNIT WEIGHT: 146. 0 LBS PER CUBIC FOOT ATTERBURG LIMITS: LL: 41 . 3 PL: . 20 . 5 PI : 2.0 ..8 SHRKG: 11 . 0 MUNSEL COLOR CHART: 5/2 GRAYISH BROWN CLAY r r F - 2 s D.0-E.# 2882 APPPROVAL: R JERI ROUTING DATE TESTED: 05-03-02 JOSEPH GAGLIARDI DATE REPORTED: 05-13-02 ABE CALDERON TESTED BY: SOIL LAB 'NAJIB FARES FILE