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Home My WebLink About150588 WALSH CONSTRUCTION INC - CONTRACT - BID - 7676 E LINCOLN & S LEMAY AVE IMPROVEMENTSCity of wort Collins �Purchasl SPECIFICATIONS AND Finxneial Sery — PunOning Div A.i 215 N. M.0A3 Flaar m Dox 580 FunC Ihi ,CO 80522 970.221.6145 900 22 6707 ISov.roMlmrcnasin8 CONTRACT DOCUMENTS E LINCOLN AVE & S LEMAY AVE IMPROVEMENTS BID NO. 7676 PURCHASING DIVISION 215 NORTH MASON STREET, 2ND FLOOR, FORT COLLINS AUGUST 14, 2014 — 3:00 P.M. (OUR CLOCK) 0 EXHIBIT 7 -ADDITIONAL INFORMATION • 1. It is the preference of the City of Fort Collins to construct Bid #7676 E. Lincoln Avenue and S. Lemay Avenue Improvements per specifications in the fall of 2014. However, the City of Fort Collins will entertain the delayed issuance of the notice to proceed to the apparent low responsive responsible bidder until March 23rd, 2015. The contractor must agree to honor and hold all line item pricing for the project through the completion of the project. 2. The City's will use CDOT's "Asphalt Cement Cost Adjustment" to offset any increase or decrease in asphalt cement materials that may change during the period between bid opening and notice to proceed -- no matter if work is competed in fall of 2014 or spring of 2015. Please see Exhibit 2. • Addendum 1 - 7676 E Lincoln Ave & 5 Lemay Ave Improvements Page 2 of 6 roverage,-theft, -vnl J., ..I-in.h.ow.-inoinnM: .xahgwlke,-eeHxPsu--JxAnx-*ex.a.:.,--e�.n:xian oeaaei , ind 5 Wxlixr� �-ylm... _ _ �x�lYfNui'�inSwM+ a•..^•-) w.,m^^4 3:(.}-imindr-erR'nsys-im:mrediii-the-rcpii, replacmnenofony-monied-prcp9rN (incdWirg-Wt nM end-dtnr- s of no.... omi mchiteatn); 5 64-anvm-mnkriulanod oi .1 nod Ilheute tmel-xmdrr lamtimHwt wxsxgreal-to in-wrilin bl IrcovidxdMm vdr mntaink-andegxiPmeM-have-kwi by`ENGRFE nrd -Riede "!new tilillomm W A.5---brm6x0WNwnid6mtieo-aet-iv"N 'ontiMy On",,w#nh.-.I&.lniaoer imued +4. OVINER--shell pme ion�nw, iii nreunb-bailer oolwimflmyar-n6diNrya W ty-ilvwraxee m meY_be-requ4ed-by theSUPplen inin,-Cmdit. n, how *0RegahNNnFinekdz-thcimWesU-of ENIWI�{-�1'FAA6OR1-Sulwwbwtlwr-FPu:GJFI.t✓; FN her. Pxrrnrcer-xxNli� . 'tao�bd�wn tabkimeastxxdhnHbeJimedns 's AMow'w`---sa.ef-inm.a • edmr Tuw{wwd-awd mxim.4W bYOl\9N'BRn wk re-wot), graphs 34 in d A 7 ill owrtnimeyx.wex., , , i la xerx-IAM-the wweroge-aKard.d-will no Iu-o 11W or mw hilly dMngad or mroWiiI ni iwed-umil xt low 4hirtvdays'-prwr written-notia-font wn-- pivcn- ar-Q*Y -mod F'Q=.G}OR-AMie-ah-nlhareIili ved-M whomn-waif to ofireunnme-lnahwn-Isaxdu W will lxsrdnirr-.0 pnvonw, in osconfnma--w4h 1TM 59 OWNER slmll nut be t nbk for t,cht- and memminmg any PmPuty lvmsea to iotcct the Wtaesto of CON LI ACTOR. S bwntrncm w ahem in Iho Wool' in th- I I nt-nf.nnyddhxVlbk�m IFmtl idaxiGed-N-0n SxpplarromntY Comlitiom--Fhe,ilk of lam-xdRtin»xA.iJeNlfed.bduNiMwwxnM: wil4lru-Iw+me oiiiil, �ni wi r-awmrty inirn-xxy .ona,,c.etd-ifnnY nf-them-wiellm prupWty- inwmnw mvsrege-willlinlhe limitr of-oudt-�xmwma,-wch-mxy pwaM'nercfmxiNxinitxttM punhxeekxwwnnxpanw. ZAO:-If-OON'1'RAG1'OR-rryueAvin wriUrg-Iletaher in to 10 OCCCOFNFALL COIJWTOM 181P809Millio ny w'LI W OFFOkT W W I.b MCONIGTIOMftN4aM 0 wmmencementoNhe Werk-eFNe eila�B112I6IFshellin a6"in°- - fQNfRAO iiffi . dirxaon,-e opl,,,00n d Wnto-dony f Nein,A, i of ux « xthW wreequeNul-Ir><+-enteriding MYond-dueq--pllYaknl-loss-�r-dnnmge-m HWA{ER'. rising ownfareesxlting Itom-0 wpod. whWMrw-mil irwrml4ry GWTIfiR-: end 51122, -1.-t, 611111ge-to-tM-oomPlemd Neryvwt lr--ppaerFlhnrnuFamsedby,' g-eW�fer Inrgnnm 41c«ot,, uonn.' pmk-eoverN bY-xxY�rmMdy�+N:uni r+ "eiNe'v�adrw-the xwxpbwJ-Rnil -ur ...it ve- nmoun i—w pint, _-t 14 W,—Wilimtim---pumlmM—b faru .ni 114:-, n h 148 intamiet-nl ,n lint puewumto pwgruph 14 Fnr-xWwbrel-yMyment pnrxnunt4u9nm®uphl4fd. ,kiry-aNmmxn"HWiH'-m+w�ew d f mn�tninTfPvwIM1.9M IIMr w-the-evml-of yxylllenl Uf xnV wldr lus.-abwtllir-ar amsegxeminl Ica Ih„ Iw+nec. will hove ne rights of resaery- aN-arry-xf-CONFRAN'OR-Sulra6maors. Reor yl mdAypliames ef/nsmmmee Fvamede: 5.12. Airy seemed loss uds the Policies of buurance required by pangraphs56 oho 57 will be adjustod with OWNER and made peyeble at OWNER in fidaary fa the mvsedq s the. imereds may eI smr, wbjw to the regairemenm of am applicable momme cause .d of pngaph5.13. OWNER shell deposit in a xpervte ..arm anry merry so remised and shall dlmibute it in ue¢dmoc with such eWeentera es the panics in interest may ranch. If no ester special agreement is reached the demagw Work shall be repaucd a rep4eed the maeysa «mrved eybed an moaant thereof and the Work and the wan theran corned by an n,a,ma has Change Order or Written Amendmem. 5.13, OWNER as felnnary shill have power W adjum and settle any loss with the inwrem emeas one of the Fortis in irsercm dell object in writ within fifteen days ether the oanrreme of loss to OWIJR[t, axe . of this pawsif west objaenma lomdn OWNER an fidaimy atell make scsicmertl with the use ras in acwrdence with A Mmee nfHnnds aed fNuasm.� 00. m Rey/aea' AMiaf U6dadon-Proyerryfnmrenee: 5.15. If OWNER fink it acavmy to occupy or use u pardm m pordnm of the Work prier to Substantial EJK=01R WamlRom 191" (IM Mike) MMY OF rMT COrI.M MWIFICATIONS(R VVM) Completion of all Ilia Work such ux in oa alemay may be scermppfished in xemdenee with rLrhla.IR povidW tha no such use or oceupaay slmll a ..a before Ile we. Roma, the poperty ncvu come hires ackmwldi rosin thereof ad in wntrrg effected my eleaTes in eovemge aearsmtd thereby. The imemre provdmg the mopedy smtu . .loll �ormaa by ertdaxment an the policy a fishes, but the property musarae shell not be cmalled or permitted to IuIns on aaoum of any weh manal um or occupancy. ARTICLE 6- 0!iITRACTOR'S RE:%1(MMLTTM Srysidm mQ9rpedNwdma: &L C0N'fRAC'1'OR still setpuvir, impact .n dbect the Work compatemly and efficiently, devoting moh attention themto and vppirat, aah skills and expertise as may be necessary to perform the Work in aeorderres with the Comment Dommenm CONTRACTOR shell be solely teepos We fee the mans, meshed., mdrniques, Ygaanas and pro dem, a forNwcdaer but CONTRACTOR toll not be roryadblc for the agligetee n others nee a the el"iIi or spemfimtio r of a sp dure o c means method is shown sequerce or p d empn ofy requamm which is Chown a Comm n o and CONTRACTOR ty requmed by she Contras as thatmm. ,mopl RACfOR anal be rsamat lye tt sot that the amplemd Work amPkra acammty with the Cmtract Doaemrnca 6.2 CONTRACTOR shall keep on the Work at all rims drum, im Ix,,a. a competent resident • suminterei who shell not be ep]i,.d witrom writmn aria to OWNER and 1],10RItM aces% inner eenancli Cry escemmnces. The xiN inimmdent will be CONTRACTOR', ropexer ive a the seemed shall have amhority m ad m betilf of CONTRACTOR All oe mmusueetiom to the supaimmadmt Shen be as binding not tfgtvento CONTRACTOR Laho,, t/alalah and F ganese: 63. CONTRACTOR Gall sr -de one,wWre. suitably qusfi6W personnel to survey, lay of and anwutt she Work as required by the CatnO flommnards CONTRACTOR shall st oll Wan maintain gaud r6wr has and order at the she. Except so otherwise require far the safes or txraectim of pemew a the Work or property at the site or djoema Rerelo, and excepts otherwise mehertd in the Cmmact Oomemenm, ill Work at the see sI.R be paf W Aerira, mgdm working Isms aM CONTRACTOR will not permit evedime work or the ,erfinemeae a Watt m Saturday, Suale, or eery, legal holiday without OWNER'. written t swan stir orice written name to ENGINEER. 64. unless dhems, . the Geneal is followed by that like. mfled commis a wends readicl no Requ'vemenk. CONTRACTOR shall [mmsh mil esame wuivalmt or mcr q l' item in no mteltutim is fidl ccep.aibility f c all mmmale. wuipmenk lab., permiuW, oiler neon of mmaul as wuipmmt or Imnspmktim taximmcllon equipment end machinery, m aced or eqww"ppmmmI Of other Suppliem may be toile, amliarcea, fool, power. light, but. teluphanw, water, acreptod b) ENGA(EER urvla the fullowug smutary ftalitea tan�are, facilities and all dkr anwmsearect facilities and incidents incesseary for the fnnithirg, pafomsflrce, lean!mea4uP and mmPlegon of NeWak. 67.1.1. 'Or-Equo!", If in INGINEEWs ads rkmetion an Item of mmerial or equipment 641 Pumu' Ranricnmm CAN'�EQCfOR papmad by CONTRACTOR is fmwtiumgy moat cmndvwth eC urchemSse cesketiona AA mmel to don owned and sd6uatly similar so that amv of the . luo ere— AYaWpit ifowan fbe no c. in,dined Work w0h be requirmL it may ol�ices of the pvdsflema and Risk lyfgw wet be considered by RNGfNEHR u ea "a-uryal' Divisor orde CiN.Clek4 oRo. ikon, ha which cam miew end epp ov.1 of the propmed item may, in BNGINEER's sole 642 Canent RaniAiem CN of Fort Collins discretion be sccanplished without compliance Rssolulion 9l-121 rewvu that suvoliers end producers with some or ill or the rwuircmeras fa o7cemem er pmArcta content! cement k cam vl t� .7pdo u ofprotwd wbstituk itcros. the ammt was ml made cant kiln Net bum 6.7.I.2. SobsliMk Irson, If in ENGINEER'S ode heasiodonwease n_s_a dissam. an item of mmerial or equualify u�w Mewed by CONTRACTOR dos rwl q 6.5. All naneri ils and equipment shall be of good an o<quel" ikon under sNpungmph 6.7.1.1, it quality and now, except as oNarwix provided in the will be cpmhlered a propped submiWts item. tam OOamtenm All warmalies aid gmrenka CONTRACTOR shag sobmt marking spceifically called for by the Spmiflueions shml eepraely infameGon as provided below to allow ventathchmefitoFOWNER. U ncruiradby ENGINEM ENGIN6ERtodmmninetbottuitemormekrial CONTRACTOR sell famish mdsfactay Md. m equipmem pgsmnd is essentially oEdvelem to (including roryrts of rwuirrd tale) as to the kind mad that emmcel ad on acceptable mbmimtc tiercfe. quoliry nimaials and apsiPmmt AR mMe ice and The ProcMme for review by the ENGINEER will aqm ant cleall as applied, installed, .mated, erected, imlude the follmving s9 so bed N the .2 cleared and waididmed m aamdance with General Requiimnenm and as EI 1 MER may insocktims tithe applicable Supplies, mere as otherwise decide is a'm pnak raider the aimmasmtees. povidadintle Contact Documams. Rwakma Cor micro of popaetl solutionsitems M makrial m equilmem will non be aaeptd by Pzogres S�erka(a: ENGINEER tram to. other than CONTRACTOR If CONTRACTOR wishes to 6.6. CONTRACTOR shell adhere k the pmgres fumieh . us a aobmimk item of matmal as schedule esmblidul m ucordance with ptratimph 2.9 as it • eauhpmeat. CONTRACTOR shall fan make rosy beadjusWt from limeto tiroeupmidedbelow, written application to ENGINM. f. acce'laus thereof, unifyusg that the proposed sutmime will 6.6.1. CONTRACTOR shall clang to ENGINEER perform adequomly the locations and achim the fro noepmce (to the eakm indicated in resma called for by the 4.1 dedga be sander fo%alphJ 29) pmpaed adjummems. in the proFfass in sabme ce k that specified mad be suited to the tin Is that will not choWe the Contains Times (o mine use as Out specified. The application will Milettmes). Soch adjuekmen will msfnna generally note the uknt. if arty, to which the evaluation to the rootlets scheahals then in all. end additionally and acceptance of the proposed Wlssule will will comply with any provision of the Oeeeral pe11udice CONTRACTOR'S achievcan of of Requoemm6 applicable NmetO. Submntiul Caopletion on time, whethe o oct acecptence a the subsdmte far new in the Wok 6.62, Propsad adiliamenm in the progress schedtde will require a curie in any of the Cmlwtt del will charge the Contact Times (a Milestones) Dammerns (or in lIc provumn of any dlwr euRbesabmilted irnmerdmce wish thempcvanmm dawn conaua with OWNER it. week on the of pace aph 12.1. Such adjummmm easy only be prajeet) to a&p de desgn to the propascd made by a Clamyx. order . Wnetm AmaMmmt in sobzdmk and whether Or rot bwoaporntim or use aceVYd.. with Article 12. Of the .Wbmamle in CCMNhIm with the Work Is wbjen to payment of my license fee a coyalty. V. SLbGgamsand" F wal"It., All variations of the ppra2Wrased mbmguk Gum tut Specified will be idenliCkd m the upphulice and 6.7.1. Wheraa e. en itern oImmaterial or equipment as avWeble msimaamme r i' and rtpkcemmt apccifd a dmesibid in the Comma Doeumenes by mvio will be inbcaul. The application will ash! the amine of a p two male creme of a also contain an itemized estimate of ell ems or partiminr Supplies, tlae apee...anon or deseipaion v candies tic will mach directly or indirectly frrm Intended to a abada the type, fwction awl cooky woccptiance of such suhditatc, itelodb, casts of regnaedUnless the spmificatiem Or description mdagn and clams Of Oche e a aoctOn oriented 12 FJCDCOENFRN.CONOIII016191a8(19NgdIM11 0 by the rson" d"t�ga erg of wlucb will be emsJdmed by ESGAIE®f in evaluatirg the p subaiwte. INGRgGmi may seqai W RIGOR to funuvh addilimml ales about the ls,.d substitute. 6.7.13. CONTRACTOR}Erymmn: All data to be lxovided by CONTRACTOR in support of my proposed "OregqmP or subetime item will be at CONCRAC'f OR's aspeue. 6.7.2. SxbsvNm Corelnnrt'don Mxdmdr at, Procedures: .... meuad techWqua .W. or praMme of eartmovam is shown or uMicnted in and celmnaly required by the Craven Documme, CONTRACTOR may fumih or mllia a substitute means, nmhoy tacluii mil. or praedure of emetruedon aoxpeble to ENGINEER WNTRAC'1'OR shell submit sufLmmt iN'nowtim is .D. ENGINEER, in RNGINRER's We discretion, todetermine thin the sub66ste propmd is epdvafml to tbnt aWmmly Celled for by um Cowma Documents. The p.do. for review by ENGINEER will be 6.73. EngineseS Evnlomicn: ENGINEER will be allowed a rrnsmwble it.. within which to evaIn.,. ad, props I or submival mode pursuant to No 'oramml' or CONTRACTOR to famish m CONTRACTORS ecpeme a special performance gimr.'mtee or other .my wdh reaps[ in my 'orcgml" ormabmusc ENG24M will neom! time nee a ml by ENGINEER anal ENGINEGR's Casawbonls in ewluating subsumtaa Nopeacd or submitted by CONTRACTOR puemM to ferNpaphs 6.7.12 and 6,7.2 ad - ..kin, changes in the Comma Documents (or in the provisions of my *am Aired mnbam with OWNER for work m the Tvojeet) ormmeed theneby. Whmbm or not DIGINEER acaple a substitute flat anproposed a submitted by CONCRACTOR CONTRACTOR stall mimbutse OWNER to, fee elmges of ENGINEER ant ENGINEER'S ComWmme for evalum, each such C'oncemwg S Isaofineors, &ppfiers and era: 6.8.1. CONTRACTOR aleal tux employ my Subwrmwear, Supplier or ogmrlaem am meerdvtim (melodmmgge those a Teable to OWNER oral INGEJEER as indioeted in pamlpaph 6.8.2). whether ENO yWEER s a subaaM. egabul whom OWNER a mayy have renwmble bid. CONTRACTOR ilm11 net be required to emplay my Suhmnaama, Su liaaaherporminrorppmean. tp Imuah a perform arty or th Work Want wheat CONTRACTOR line senspmble abjection. •S8 '.:h •: :man Rr 6.9.1. CONTRACTOR ahail be fully respmaMe b OWNER and ENGINEER fa Wlacm nmd om esions of the SYb mmLWry S.mlleta and Other foams and cvgmdm ions perforating or famishing my of the Work miter a dben or indvret on meet wilb CONTRACTOR just as CONTRACTOR u reryxnmble fan CONTRACTOR'S own note AM mnmore. Nothing in the Cavan Dc mnmm ahsll meats for tbn Imisfst of my such Subemtrocmr. Supplier ea other m argamsaI airy eommcmel .WuaaNtm be. OWNER or NER or ENGINEER of any mans,: due a v or Cttr foam urLncoeNmnamwxnore lvteatlasoedtims 13 W ntt 01 MKT Cb M MCOIFICATIONS p6V 4n00]) L] 6.9.2. CONTRACTOR shall he sally om aveible for whedWmg and eoorNnant the Work of Subcatnnnms SupplieR and ahcr person and mganiation perfmmirg or fumiahov any of the Work ua#r a direct « i W.1 mNnwt with CONTRACTOR CBNTRAC'I OR -fall rmphe all Subconrenaa Supplima and such odor pmmas and m'noolimm perfamu6 in hmni a of the Wmk u cmnmw icau with de ING through CONTRACTOR 6.10. The divisions end sections ofthe SpxiScatietm mad the identification of anyy Drawing+ -fall aria eon"? CONTRACTOR in dividitg the Work amom Subcooramon or Suppliers or dehocieung the Work in he performed byany specific node, 6.11. All Wok pmfonned far CONTRACTOR by a Subeanlma« o S.Whot will be rauwmn to on Mriau atIncencat batwcen CONTRACTOR and the nuactm or Supplier which apecifaally binds the Subeeranctor or Supplier to the applicable terms and condition of the Cores Dmumenta f« the berclt of OWNER and tsNGINEER. Whmmvee-onvsashasseament • Pafmr Feea a ad Rufd(ier: 6.12. CONTRACTOR shell tiny a0 bona fees and royalties and insane all cots vnahnt to the ua N the peEWemonce o[Ne W«k «the incoryo-on in the War, of any a-cnnan, dn18M1 proem, pralua «dm•ice which u the subjem ofpaum rights «mpyriphu hold by ethos. If a yrticulm inveaoC-1 design procaX product Jevice a u spaiged w the Cmwa n«umams f« nee o N the per of the rind if to the aaunl kmwltJ�e of OWNERor EE ill use it subject to patent OWNER hu IhMC•Ot 1. or «apyngho ( for the paymed of any hcene fee be royalty to all am the existence of such rights •Jan be dill me W OWNER in the Ceased Oon"! . To the eby extent peonilled Lewa and 001,1 holdharnitmX CONTRACTOR shag itdennE mil Auld bumtleu lc OWNER ENGEJlaaaa Coewlonu aria the nnGwEER aM otherame, xna 9eachddeny.eman[ina•eW of each end any ofthon Gvm all claims sic f w and manta Oor of Br f out from inhin,lomemai n of Plant vJnrgemen of latent « yoigw' udmt re the ile uncg the use m the pert � o the W� «imergi Rdc the mp«aio n design. ct err Work of any cl l . tlm. pmceu, proAmt o dwia na apoifrd m Ne Catmea moons FJCDWLRa+RALCOrvpTtOte 1910i(Iam Edllap 14 wtatyorroaT mueaammcanotttduvan000l Pomfh 6.13. Vnhae ahawix provided n the mil ry rz Cook ay CONTRACTOR shall obtain entl e®Ieucfim pmnio and licmmes OWNER almR mint CONTRACTOR, who rm is obain, mch ponds and hccnxa CONTRACTOR dmR pay all �vmtmetaal ch and inarection lees neoa�y, for the It<a«Wion of Ilre Wok, whieh ane applicable at the pay all charges of utility owneas In cwumenom to the Wok, and OWNER shall pay all shatgm of malt utility ow. for capital cots Meted thereto such ea plant &M TnasoadRewsla4om. 6.14.1, CONTRACTOR shell give ell W. end osmply with all Laws and Regulations epplioblc toddrg furruoral perforriamn , of the Work. Except where at an -wise ,T.ly regwred by appli shle Laws and Regulation, ncith« OWNER n« ENGINEER gall be rEspmsible for mmduring CONTRACOR'a compliance with any laws or Regulini. 6.14.2. if CONTRACTOR pneforne mry Weak krowing «Ma`ag reason w knav Not it s o>wory toI. or RagWnionrX CONTRACTOR ehdl boor all claim; cots, loess and damages mined by, nout of eroca lfng themfoem; haeev«, it shall CONTRACTOR'a gftinary responalbillty to make ortain thin the Spocifio . anal Drawings coo in ecaordanm with Laws and Regulatiom but this shag no rtheve CONTRACTOR of CONTRACTOR§ obligation ura]er pan W ph 3.3.2 I. 6,15. CONTRACTOR stall tiny all cote, oansumm, um and office dmilar oaa reeurod to be paid by CONTRACTOR in accada. with the Lnws anal RcguMtimS of the place of the Protect which ma applicable dunalitho perfmmance of the Work. UZI • I.,eumn fmn colctado Sou and I nks atu buss m mgTg�g_Io be IN- arm. tlY. io4RPamtEdiNo_RicRoiK4 Seal—WW ehall not be 1poded to the Connect Price. CONTRACTOR MMpl Dunk fW 9 Caotnhca�c o[ Exempton Gan the aadu psmmaenn of Kamm for comoction n, tedab to yl�y$ ..n� �1r gp�tot Tlds ,�C�entiGyel alr ofd�pn BraVWo that the CON rcaher M include to d..Saes B UM LCea m BIW wrcmuaian materials ohvaiedly irw•umetW iNo NeproJecl. Address, ColmO DeverunmtarReverme Sou Ceolol An o 1375 Sternum Street Sala snit lies, Taxes Ira du Slam of Culamde j(<vioml Trerumnalion DyglL(RTDI seal cmmin C 1 M ties al ectesi the Stye of ion liable Sula seal Ilse Taves (WdudWa Stem taXe6l On anY IlemB ether alien W Ituu anwinotles ojem are m be rend by W RAC7'OR and ere m In =ljWpd in eowoormm Use of nendiee 6.16, CONT'RACI'OR shall anbrc cmMmction ,uproent. the storage of.stanel. and aluilanan coal de ��gawwaanom of workers to We Bite and lard anal areas idmC�G J in and Ixneitod by the Caused Dmummts and other land and areas ma nitad by Laws east Regulations, rightaof-way, permits and easemetns. ural shall net mnewoutibly emwnber tits premises with cotnernction oauipmem a miler unionists ar oauipment. CONTRACTOR sbvll nssutne fill lIsponibility to, airy damage to my sudt land or area, or to the owner or aatipamihomaforofun, adjuent Iendor arena, msuft 6,17, During Use progress ot'th Work, CONTRACTOR shag keep the premises No from epcumuNu. of wane makrials rubbish and oWa delels easulum few the Wak_ At the mmpletim of the Work CONTRACTOR mull rants. ell were material, rubbish eM debris fimn and about In, premise as well as all tools. applurtres. 6.18. CONTRACTOR shun net lad ear permit any port of vary srucnee to be laded in eery memo that will mderger tie smaae, per ahall CONTRACTOR subject any pant of Ile Work a adjacent pmpom In stresses or pmsmrca that will admtger it Reeonf Dosanswer WIUW Tmnuweminorervtosnvwgaikw) w/OiY 0!• F00.T CDIJJIBMLORICAnoH9 tlthYer! Wm 6AS). CONTRACTOR shall mobaeW m a safe place at the aim am ecou d copy of all Dmssimn Sprcifeatiau Addend, Written Amendownts. Change Ord m Weak Change D'uemives, Field Omer eraJ written now,odut.. seal clorifiau. (ivuW pmauud to lmmgreph 94) in order and nnmlaso d to show all charge made tiring eormntction Th. raord documents us etler with all approved Samples aid a &lay aMfnnvadaa: 6.N. CONTRACTOR shell In, resecreible for ionizing. maintswng seal supervising 11 safety possenens and Wogrsrn. in c .,a. with We Wink CONTRACTOR shag take all amen cry prod. fin We safely of and sMll pwide the naesssry protection to prevent damag, iajuryar lose to: 620.1. all penman on the Work site or who may he affmmd try the Wmk; 6.20.2ell one Work and materials and equipment to be inocrpeaered thmtiq whether in spent. on In elf the site. end 6,20.3. other propeny at the site or adjacent theist., ie.ltid'ag tram shmbe, mats, walks, pavements, rMdways, soustu m utilities attd UnsIe pueet Feailides not dcsgteted for removal mlaamton or mpliesu ent in a. cause ofcoest action. and of prPomy or W protect them Gam or loss; and shell acct and mebmin all sum property referred to in lu namphsb]03 or auxd dbec0y a iMimedy. in wMe or to park by oNer eran a prg.. a utweeny employM by nary of them to petlmn ea untiet nary ofthe Work or anyoue fa wh. acts mY of them may bs livbl, ea stall le,w,kasl by CONTRACTOR (except damage or loss, atvibumWe to de fault ofDonvings a 3ppaeclGeatiora or to the son a moiaaiae of OWNT L or ENGIgE®t ea INGMEER's Consultant or am. anpl yed by any or Nan cr anyone for whose one any of Wan may be liable, .it not stri"ble, di eetlly a itaGrzcUy, in whole or in Mtthe fault or mglige. of CONTRACTOR ar arty u star. Supplier a odus patent or argammtion wit Wmeetiat of the Weak d.H oorahtue until such Wee .sell the Work is mmploW and RNGINRER has imua/ a 15 • nonce to OWNER and CONTRACTOR m accadanoe p rpoaes raquued by pa vx t 26. The mrmbea withpaegraph 14.13 dot do Work uaceeptable(ucepee of ado Sample ohs mmbxw willbemapaifiedin mherwise expesaly provided in .6. with the Spoeifiatim e. Sabdamial Canpieticn). 6.a Sa6en7gufProadnv: 621. Safety Repreknmdve: 6.25.1.13dac submittink inch Shop Drawing or CONTRACTOR atoll deimmte a qu.1iLed mad Semple. CONTRACTOR shall trove detemanwi and experienced efay, repreaNative at the ute wb.e duties ve and respeudbdika shall be the presemion of.cidmma and the mamminmg and supervising of sa@ry Drerautimis end 625, LL all field mtemaxa erne. quantities, prymms d aaa aiaa, specified performance aiteris, iniallmion reyuiremenry mmrrkls ni Neas4Cooraanicmionpragrame, numbers and omdmr udormitien with respem thereto, 5.22. CONTRACTOR aleall be teppaaible to, awdirotuig arty exchange of metaiel sakry data shale or 6.25.1.2. all mmaiels with .,.I to untended odor head ammunlcatien information required to he mi mbriation, dvpmtit, hem It .brig mole uvmlable to or .1amgal between or among assembly and Irotntlation pmmmreve [o Ilte anplayas at the site in eaadaxc with Laws or performnam. ofthe Wok, and Regdmim 6.25.1.3. ell mfammism relative to E t agend. CONTRACTOR'. role ms(wr®bilities m respect of mane, methoda, tetlmmquas law. end 6L3. Ioranerge affecting the a eaMwrimwdamet. afcry pmutisma adpoof mamas Workthey or the Work o prop"rtho m mace site a di al modpim end Progmns incidvntthercto. ar C inmumim a CONTRAOOR mathontherrate or EN INEER autlwriatimfrom OWNER or bloc CONTRACTOR dmil also lovereviewedrple wed and dermer. malty act m proem thracemd dameg, igjury a loss, but coordinated act Shop DmwitgwSemPle whh other CONTRACTOR shall ggtt a ENGINEER prompt wrimn if CONTRACTOR believes that Shop Dmyy witand Samples d with the da Work the Canon notice mry ea,mocant rapammems of and dangea in the Wok or miatioa Trim mho Contract Doamama Dceumenb love ban amid tWeeby. If ENGINEER dcmnnirms that a eremite is the Cameo Davmenm u 625.2. Fach elimmal will bear a.rompp tar specific requred Womme afth. action taken by CONTRACTOR in written i dicatian that CONTRACTOR Ims satisfied respmse to such an emetgeay, a Work Chmgm D[nedwe CONTRACTOR% obtigetiam under dre Camaet o Chsngc Order will W woad to dent the Documents with respect to CONTRACTOR. review • catteynerces orsuch anion mdapprovd ofde submittal. 624. Shop DrewAgrandSamptea: 6.25.3. At the time of meet atbmiswon, CONTRACTOR shell give ENGINEER specific 6.24.1. CONTRACTOR shall arhmit Shop Deawuga written red. ofaueh varietiaq if any, that the Slop W ENGINEER forraiew and appravml in o.odoke Drawutg or Somple embunned may hove from the with the cecepkd schedule of Shop Drawugs and requirumems of the Contras Documents, such notice Semple ebnimnls (sa panomph 2.9). All submimds ode in a written ammurdwtion ampmmk from the will W identified me ENGINEER may require and m wbmiud', aM in addition, abdl puce a apedGc the .mbar of topics specified on do Gmeal notation to be made on aerie Shop Dmwmg and Requnaaeam. Tbedmm downontln Shmy Dmwin, Sample wbmidml to ENGINEER for review anal will be complete with respect to gantities epp .lorcmh sudr variaGm. dim maims ayaified performance and clesimaiutm. remerida ntd similar data to show, ENGINEER the 6.26. IiNGINECR will review and of Slop metoode and eqa m. CONTRACTOR faolaw. to Daxvgs end Sanpka insetted. with die sdedule of provide and to enable ENGINEER to review the Shop AawirV and Semple aubeniuds ao<pted by u eitun for me Limbed puixwas ra aue l by ENGINEER errywoml q-a,ao p. ENGRe pampmph 6.26. rei� fqrovaiato determine if the loans byda bmttelewld. Rer installed. 6.242 CONTRACTOR alall attainment Smapks to ukmpadion in the Wark awfmn to the iNamntion ENGINEER far r.iaw and approval in eecado. IPvem in the Carved Doamems and W =pebk with with said neeepted schadde of Shop Dawn its ad the design caaept of the :.Jlaed proial es a Sample enbmittak Each Sanple will be identified Iunnianing whole ore adliiam by the Canrnn dimly as to material, 9upptim, perwemu dam ecb to Documm n, ENGINEER'. review and eppael will not mtalag number and the uw for which intended end wend to nantrat mndnds. teciriquq snqumoee or atheewae as ENGINEER may ruluue to arable poceduree of uaeNnc4ai (accept wlue a particular ENGINEER to review the aboom] for the limited mans, methad, trandque, segmmroe ar pmcwLme of 16 HICOCO6N6R.aLGONgPOr8191aa n99m Edlaml N/nTYOFf O0.TNLLItSM WNICAS10N5/W!V eROat C1 mrshuaion is ejannfially and exposely called for by are Codmct Doamenm) m 10 mfary pmsi ties . progsma incidaa Oanem. The review arid appmvd of a to item as such will root indicate approval of the avemby in which the item f setiaw. CONTRACTOR alag make eurreetiam required by ENGINEI312, am shall roost the requ'oed numb. of arrceted *. of Shop Deewirga and submit as required new Snmpla for review and appnwal. CONTRACTOR shall ducat epeci6c Rusevion inwnaeg to m airs other than the corrections called far by ENGINM on limiou submittals 6.27 ENGINEER'a muse, and appoval of Shep Umwit�ga or Ssmpks shall rent enEeve COMRACTo from repntsibility f. carry vnrianion fmm the mN'uanmm of 0 Contract D. ease unless CONTRACTOR Fos in writing, calls ENG1NE1iRS wombat to with auch veriaM1on at the time of mbaiadion as required by pane®aph 6.25.3 and ENGINEER has given written approval of caeh Each varie6on by a .peas a written motion thereof inesparaeed in. accwnlerryin, the Shop Den ug . Sample appppw.I; tar will airy npp.1 Try ENGIME"R relieve CONTRACTOR Gam rupmsibiliry far a.nplying wirer the ra7uimmnem of paragraph 625.1. 6.28. Where a Shop Drawing or Sample is required by the Contract Drwmmm or the sch dds of. Dmwag .adSample mbmisaios aecip0ed by ENGINEER a requ'v.d fomgmph2.9. say related Wak performed 5=px1.It GINE6R'e review and appn..I of the ppecrtninner 1 will he at the axle experte, end rmpmsgnliry of CONTRACTOR ConEnai'nav Want 6,29. CONTRACTOR shill on to Work oN adhere in the prepreca sthedulla all disputer ar disegrammmwW GWNIDt. No Work shall h delayed a PogPa'ed pending rra;olution st arty Eupora. car diasgreemen., ueept so p.miled by pamgmph 15.5 a as OWNER aM CONTRACTOR may oaerwrse agree m writing. 630. CONTRACTOR's Cannel Illsersery and Gearsesrea 6.30.1. CONTRACTOR warrants and guarantees an OWNER, RNGINEER and ENGINEM's Covwlanx that all Work will be in mmrthme with the Comrect Doetunenm aM will real be abAr. fir.. CONTRACTORS warranty and guarantee hereurdar me Iwlcs dvRcm car damage caused by: 630.1.1. shone, modi5atiot or wproper muidlesnce or operation by perms other than CONTRACTOR Subcaanacmrs or Suppliers; or 630A.2. mrmd war and We, under n.mal usage. 6,302. CONTRACTORS oldigation ro perrimn aW oznplee the Work in aearsdarco with the Contract Deterrents shell be absolute. None of the following will co sbnue an ec.,ta. N Wmk that is rot in seeardmim with the Cratram DaumetM a a release of CONTRACTOR'. obliandon to perfom the Work in aaodanwe with the Cmam.l3ucummm: 6.30.2.1, observairash ENGINEER; 6.30.2.2. reammmdetion of any progesv or fral paynlmd by INGWEER. 6.302.3. the isse. of a certificate of Substantial C.npletion or any psym al by OWNER to CONTRACTOR wd. the Cummcl tbwmnts. 6.30.2.4 ussorowupmuyoftlw Workermry partth.mfby OWN®; 6.30.2.3, any eccq=. by OWNER or arty failure m dem; 6.30.2.6. airy miew and .iAme l of a Slop thawing or Semple submioal .the verarre of a ilia of sccgpabiliry by ENGINEER punruam topomgraph 14,13; 6.302.7, airy inslemioq os m approval by other, car 6.301.8, ay m.". of JoE,,ivse Work by OWNER /ndrmnhoaaion: 6,31. To the fullestextent p.mdcd by Lew. and Regulations, CONTRACTOR shell indemnify and held ltmtelas OWNER INGIMFR ENGINEER's Cmmeltarm and the of6ccn, d'uectas, employees, egmta and other consultants of with red any of aeon Gam and againat all claims tags, losses and danvges (inshcI y bon tat limited to, ell free and charges of ereinars, androicW sttorrcys and with. po[aaiamla end as court or arbitrationor other digate rcmlutioncram) caused by, raising out of is mauling from the Path... of the pan a famish any 1 the Work .anyone fw wMu aeon any of Oren ney be Iishle, rsgaNlem of wheth. orrmt mused m port any negligence or am ission or a parson or wary imiem eel hcreuruler or whether liability is it read upon men indemnified party by Laws end Re,, atios mgandless oflhe negligence ideny such person arentity. 6.32. In say ors ell clews against OWNER or U40EIM or any oftheh mfinetive cmwdtema, .game. of aers, director as =play= by arty arepdoyee (a the amass or fanmel mpmsenmtive of mrh employee) of CONTItACLOR airy Subarea.. any Suppn., soy p.mt . oegadention directly or mdhevtly employed by 6a:r%:09NLRALCONOITOro 1910.8/m906dWn1 17 tl TIT' OF FORTCOI.IIISMCOtFICAT101i4aWY940Wt 0 • say arrears to peffam w famish any of tlw Work a my.. fix whites, am any of than may be liable, to demni4®tion obli,tioe under wmsuaph 6.31 shut] non be limited in any wry by any, limami.m on the amount or type , or rhansw eun emention or benefits lsyable by or fir CONTRACTOR or any meh Subcontredrn, Supplier w other p�er�son or wgerdmttou under worked ormpenestion ante. Xse` duy b2fd nets or other empiW. berefil acts 633. The ofdeunificmiw obliptaws or CONTRACTOR under wwgaph 6,31 shall not extend W the liability of ENGINEER end ENGE4EERS Cores]tanta .M. , direuors, eeapioyxs or agents omsd by the pot wmlwgligencc.err.srcanmi...renyorue.. Srnesal strobygatlons 6,34. All representations, indemnification; wammies wedge erawasmah setrequired by agivenmoweenlause with the Camsa Dismounts. as ll as all continuing obligetiwu indicated in the Camas DoeuuaCa, will survive finel wymeN, completion and meepunce of the Work and termiretinm cur mmplenon dthe Agcomwn AMCLE 7.4)TFIDR WORK Rdmrd WwtmS&c 7.1. OWNER easy perform other work related W the Project at the site by OWNER's oar forces. or Ice other dram commas terafm mink shall contain G.eul Conditions simile to these, or have of work performed by unliry owners. If the fact Msuh ol et ch eo won): is th be performed was e t rated i the CAmma CONTRACTOR s, TOR QJ written nets tsmd will h such to CONTRACTOR pion W CTO etry such tear work and gfid.dTRAC 1. may, make a claim t Rr ti u pwsuc Yhurkens a l l red b iFCONTRACfORbelieve Cut such pert awe are Invdve add a an aW� W CONTRACTOR or requires then nnounonal time toil the parem me enable W egret oe W the mnwnt or axsnt Caormf. 7.2. CONTRACTOR maul .5red each other renumber who is a arty te, such a direct cornea and ends utility owner (and OWNER if OWNER is pertome,, 1e .Utkrul work with OWNER's empluycas) prcper and safe emanate to site and a rmmrmble opt Whvty f c flu uasn bnTodant slam ege of deids end equipment and the ammtion dmchoter work end shell properly cmauct and coordinate the Work with these I1Ness otherwise to the saner that there ere mmwmble 1tl tl(DCOENIXAa WNpT10Na 19108 ppm9btim) M rstt OFFn&Td]W hRMCO1mCRl]fHl4 pehY4rlWa) 0 provisions for the benefit of CONTRACTOR in mid d nvat.Maces between OWNER mail arh utility tanners soil othermmaclo s, 7.3. If the reaper axamfiat or mulls of any p � CONTRACTOR% Work depends upponm work w by others said. this Artich 7. CONTRACTOR shall uu�ssppee��tt -on other work end pprranpty repttt W BISGD4M m wimp mry dd.ye, rkf cts or deC . mch aller work that render it unavailable a menuimble fine the paper execution and remhs of CONTRACTORS Work, CONTRACTOR's fail. so W report will mneutu a an uceepterwe of math other work as fit and proper for inalluni n with CONTRACTORS Work aeon, t 1. latent or n.upwrent defeets and deficiencies in such other Work. ComeBemoa: 74 If OWNER contracts with Chers for tea past... of other wok on the Project at the site, don following will be set forth in Supplementer, Co ditimu: 74A. theperson.firmrecwlwredanwhowillheve Outhmity read rcriNhty for aoorduhnion or the e.fivir. omnng the renew prim. contrapors will be ado viEoi, 74.2, the swcifie molars W be covered by such authority adnslwsibilty will be hetniad: seat 74.3the extent of such authority end responsibilities will be provihd. Unk. dherwise rywided in the !is, laremary Cordifiwa, OWNER ahall sort onto authority and responmbdityintapmtofsuehcoordi wn U. Except as ollerwits provided in Mete General Conditions, OWNER ehuR issue all aommtmimtfms W OONCRACTOR thrWghFNGINffiL 8.2 In ease of renumber, of the employment of ENGINEER OWNER shall appoint an �� wham-GOM tAC-T'e itlnsno-rra . le -abjection; whose Moue miler the Comma Documents shell be that tithefimmr NGRJEER. 8.3. OWNER shell haneh the data required of OWNfiR entice the Commct Doemose. peamply end ahall make wymah4 to CONTRACTOR pranptly when they are due aspewided u psresusphu 14.4 rho 1433. SA OWNER', denies in m,.t of prwkting lands and easements em1 providing erhginarmg e�yyss to establish refirente pn u me net forth hn wngnpns 4.1 arcJ 4.4 No" 41 refers W OWNER's uk fifymg ant makdg avmtahia W MNTRACIOR copies of reports of axplamtiohs and teat of subaafem m.do,. at Me site am drawings of phydml caafin. in exiaing dnaurea etor mmiguare W dte sate tact have been inlizW by �*GItJEER in PmFarin6 the Cowed DonononN tMhtFpslegraPM3:34hmagh:4:19: 13.6 OWNER is obliggated to ma esChange Orders as indi®kdin panBsph 10.4. 81. OWNER's respomihility in inspect of contain uupmiona, team and wimcvula is xt forth in W.gmph 134. BN- In aamecdm with OWNERS right to dap Work Or wgend Work, sax parzIaggrraapphs 13.10 and 15.1. pmegaph 15.2 d.m win )MIN right m mnnumm xrvtas of CONTRACTOR uMercmmin evmmdancm. SR Ths OWNER dmll no sufervise, direst or hive oorwol or tugmrity over, nor be respanible for, CONTRACTOR'• mean, methok tchNques, asquenas a prmedures of cmrvtrudim or the safety prmutims and programs incident thnd% or for any PoJun of CONTRACTOR to ronply with Laws and RcgWatims apPlieubic to do furnishing or Vpc....o of ft Work.OWNER will not bn nslonibI, for CONTRACTORS fail.. to perform or furL9h the Work in acmrdarve with the Contract Dmumenm. 8J!>—O W VFRktegaansihilityi Radi forth patio .ph mm9vere aatfanls+a'Para@^P�-f F,UhP-truna, rlvi, re rxkb—atidmw� enmgm am My-beennaode to-xtisry—OWNlRE's os,,000way-iFry ttlmeotavilLbenssaN'anh-vrdte gupplarentnty fb 64. ARTICLE 9-ENGINEER'S STATUS DURING CONSTRUCTION OWAMR'aR'ns,salsdvc 9.1. ENGINEER will ba OWNER, aemeamatwo during the ounavunion pmiod. The duties cad raspo.ibilitiea am the hmimtimu of outhodry of FNGINEER as OWNER§ repramin tivc dnbg oonh.dim ra sat forth in RIe Cmtiact Damomm end shall not be eteisld without writlrn mono a[ OWNER aM ENGINEER 15,E la MA, 9.2. ENGINEER will make visits to if. sde atioorvals ��pprraa{{nnate to the various ssdm ages of cwdion n sINGP16ER deems necesvuy et order W ahserve as an experienocd and quolifiel design p.fmimal the program tM1et has ban rude and the quality of the various n on • of CONTRACTOR§ cecumd Work ViriC soon oda'udd durilg wd1 visits uM obncvutiw oin ER will mdnvor for to, benefit of OWNER W ddermine, in ,anal. S do Work is p..Uv in amardane with the C watt Dmummea. ENGMEE.R will not he requi.d to make exhauaw. or canfi w. or, an. bmpa1ion W check me quality, or 9uunrtty of des Work. ENGINEER'. &arm will be dueled toward poridi%for OWNER a @ream degoe of cmdideree that Ne cnmpletd Work will wnfmm gererelly to 0¢ Cowmt Documents. On the basis of wd1 volts aM or, ails, oismvalims, ENGINEER will OWNER informed of the pngisr ofthe Wakand wit ge, OWNER against ds•e WakEeNIANFER's lido and oobtervationeae subjedl ge limitations on ENGNEER§ authority and rspmabilty limitation. during or m a roult of ENGINEER's orasde visits or ostarvations of CONTRACTOR§ Wok ENGINEER will not supmix, direst oowd or hive authority ever a be usTriv ible fa CONTRACTORS mean, an vhod , techniqquues, sequences a Rroced. of mntl.ctioq or the Safety pueub end incident thereto, or for airy failac of COWTRAe'TOR to mmpl))• with Incas ead RgW.fion nppliwda W the furnishing orperfmmnmo ofthe Wak. P.JaoRep.sanmBve: 93. NOWNER and ENGINEER room, ENGINEER will famish a Resident Noct Rolonamrtive W starts ENGINEER mpvidig am obat.n of me Work, hnibht,.. and ..duoiand bituminous tharmn mry ch Rotation ynjed Representative and ossistants will be as providai in 9gmA to repowan, EER's consultant. and nutltorlty and 931 The Rmresmaarve daalirrea 'n m.tmm venciWtm W do mvnm�l�m 511 be wbe with dte 940MEER and (�NCRACiOR BW the RepS9�g wtll keyp the OWNER N edvixd bau such rttma The Re�mtive's wbh whcmtracWm wJl aN be duw a car.-_ __ noel edBC�gd_I�r9ya.._ _ ('ON]'RACTOR. 93' Dot' rvJ Rs,Nti' ReD will 9321 Srhek lace - Review des gorr cs 81CDCOENF:VN. WNWEONS 19r08 (rSxgdllvU 19 WIQtt OF MRT QlWJh9 MWIFICaTONSmEv 4110sa CJ • • EXHIBIT 2 — REVISED SPECIFICATIONS April 5, 2013 REVISION OF SECTION 109 ASPHALT CEMENT COST ADJUSTMENT (ASPHALT CEMENT INCLUDED IN THE WORK) NOTICE This is a standard special provision that revises or modifies CDOT's Standard Specifications for Road and Bridge Construction. It has gone through a formal review and approval process and has been issued by CDOT's Project Development Branch with formal instructions for its use on CDOT construction projects. It is to be used as written without change. Do not use modified versions of this special provision on CDOT construction projects, and do not use this special provision on CDOT projects in a manner other than that specified in the instructions unless such use is first approved by the Standards and Specifications Unit of the Project Development Branch. The instructions for use on CDOT construction projects appear below. Other agencies which use the Standard Specifications for Road and Bridge Construction to administer construction projects may use this special provision as appropriate and at their own risk. Instructions for use on CDOT construction projects: • Use this standard special provision in all projects with items 403 Hot Mix Asphalt and/or 403 Stone Matrix Asphalt in which the cost of AC is included in the work. •. The designer should add a Planned Force Account item called F/A Asphalt Cement Cost Adjustment, Pay Item 700-70019 to the plans and project special provisions to account for the possibility that an adjustment will be required. The amount of this Force Account item to be included in the project budget can be calculated using the AC Cost Adjustment Worksheet provided on the Design and Construction Support - Asphalt Cement Cost Adjustment website. Input the following data in the worksheet o Price index for the current month (BP) o BID +10% o Estimated Percent AC to be in the mix in decimal, i.e. 0.05 for 5% o Planned tonnage • This will calculate an estimated dollar amount assuming a 10% increase in price. This should be used as the minimum FA budget amount. o Follow the same instructions but use BP + 50% for the estimated maximum amount the project would pay in AC Cost Adjustment • This will calculate an estimated dollar amount assuming a 50% increase in price. This should be used as the maximum FA budget amount. o The Region may determine an amount between these two figures for the final FA budget amount. • Contact your Area Engineer if you have any questions. • If the amount of actual Asphalt Cement Adjustments exceeds the funding allotted in the Planned Force Account, the remainder of the adjustments should be made using funding from Minor Contract Revisions (MCRs), or by adding funding to the • project. Addendum 1 — 7676 E Lincoln Ave & S Lemay Ave Improvements Page 3 of 6 mcdnrq,ysa the CONTRACTOR such m and other pros and awom and m cornea mmumeefineedws 9323. LiaimP 932.3.1. Serve m RIGINERR'S lisism with CONTRACTOR wwkin¢ mrcioelly thwuah CONTRACTOR'S mpaimendent m =A dw CONTRACTOR m mdasmn6m IheCmnam Dcm mn addiUcawl dmads or motmenon whm mmsired formwer ewwo�m ofllw Woh. 93233. Advim dw ENGINEER and CONTRACTOR yf dw amnmenwmerd of pomWany o wb remnnn a,glbmmion hen not unproved by t w &JGINEGR Wuk4lmrosmi�ima�madT� wnm of Defective 932A.1. CPMum m.sik be oftm, of dm Work in N detelnu"m''reom�teo Wesmvsk tah ENO IE'R snc wt�r�xan • 932.4.2. Re= m ENGINEER >�3hc.RsprexRa¢ LWp Vl rG �s uwnwf Iwv (n IN g defemve m does rwi cm, form m �Iw cgxma Documcl3 m'J�as_hs>•a domPsm...oa_d«s_o¢t_mestJha rg= mgnim_of en_v_up ep�ctiayq_ teae or gg��nal�e�9ee4�IJ9_be�eds: eaLBd:1�Wt ENGiN'FF.R whm he bcliev_v war�ould�p £SQffiled_Of_[eJe55Pd.St 311Qu1�bF.SW'9YSd91 fOf aF,:Jynljun•_Qr. jglulfE5�1 ek Nl�6ftI1S. imoectionmoommal. 9.J;�., fjctoNlPnLeisAtiOY._�SSelgap re resem bl c a - s iwW�mim e r remlb a( dsee iluwcliore oml moost tO the ENGWEER 9329 INeppeW. of Cmn d Ducmnmvm Repot lb. ENOTNhen plarifiwnare end int ims Cmenm Tl9eumnds a e�pr{_ 19 91, d the Cmtwet Dommwts u M the G NEER 9.3.2.6. Modificmi. Consider sad ayslwm CONTRACTOR'S suaacmosu fm 20 Wa O OF WtNITOb61910 MON85 wVreTYOF f'Oai W W lL9 MCOMCATONSB.6'V </IaD» 0 �w i w cifxati d esa recomm isIJGWErR. dccmalu mued ba a 0W eER ^R • a mh Iry mlatiowldo of requkemetgs of the Cmtroct (bcumema (m the farm of �anmt_: y w� m (hc_schedule of yelueg Aawi� w othmviu) xs ENGINEER may J 11M, dabmasm'p, whica dull be mreimw widh the hdmt of and 'vw M the silt but not incorp rxteJ in the mnsowbly infamblc ftmn den eripCtbcu Smb Workwrium clnroton and nkicutimwill bc bindvg an 93210 Comiktien 93Z1 .1__➢,efR ENGINEGJt issues e Sm(i6my, pl'�u e11 II.—OF I Gmo( lion wbmit W i of ooswaiten+a ••o P4matianorao*oln'oa 932102 Coduct foal btac8m m the oomarry f tlm HNO NEER OWNER mM CONTRACTOR and aapaa a fiat in of items W M uwnatad m comolded. ra11'm h,va ban c#d mmpatcd and make rcwmmedat'at W E1JG4VEER CIMMTIM BOCOnmRe 9.3.3. I'unitncon of Authority Th, Reanexmanve shall al 91. 1 Authaia am davwtiama Gam the Canna, Ibcument a xcmt en atntlmm a{yfjys_pLo;tujpmmt uNms evlhor ad bv�Ig bNGINEE2 9332 Exceed Iun'mtima of ENGINES y��}, �n a�4Cn!o rmpprniMlitus d the CONTRACTOR SWbwmmMoia. m 9334LSSS4.9LAtNldil'.tWfklSj3ilYf Ip�grym�me_wMol war any acgLgr Jbq mmrq__mmiw63._ hrygu<A. A ._!coea_gr aarhvm I9T_4ozopta,ft unlss�Evah_.is ,aced Jv cenx f_. R* C..nkwl.Dcyawx_ 2315. rWvviw a w gut direction; fS rdirn R amen, mwd -WA ._� tY Wft ti aMGINUIP 9336 Aa6p}_$Imo R 1 e ' 9337 Audnim OWNER W occupy _the Wok inwbk a m am. N a pate in sacidiad Eetd o iom caaMaW otlem 00P3._.ga_ $a9,.®y f Cfwifnalixuandlavapab6nr . 9.4. ENGINEER will imuc with rmswmble lxanpmess evch annm elarifiafims n adcliremaaw pF the NC It U.N. R a wri"n clmificatien a neat in On Cabnct Price artier arc unable W agree oG if ertryry. OWNER a weium claim therefor az AaNwa#d Yariadvan in Wmk: 93. ENGINEER may aahai. mi. varutinns in M. Work ft. the m9mmmema d the Comma Comments which do not involve an eduvmcm in the Camract Perim or tiv: CcaRact Timm and are canpmiMe with %a daalga COMCpt atha Cdnplatad PrOlam an a fumliumg whole a, indicsted by Film Comma DreummR Thmemaybeecwmplidmdbya Field Order and will ha binding on OWNER and aleo on, CONTRACTOR wM shall perfam the Wch inmlved rprompty. If OWNRR cr CONTRACTOR baliava dwt a FmId Ordurjusti5ce na ad'mIm..t in den fti Cmmwdm w tM Camera Timm ad z panim era unable tag. as W tM mammt w cxmat th mof, OWNER a CONTRACTOR may make a warms claim therefor as prmidW in Article 11 or 12. RaJectaag D#f ,Wok, 9.6. ENGINEER will have nudmri y W d anpIw"Ma'or ajm rWwk which ENGINEER bchcmm W be ak)av:. ordat IAQGRNEER believes will = produce a co oplaed Prajevt doa conforms W the Carman Document a t1mi win pmj,dice tlw integrity of iM deign concept oft ppIIWA Pru))'ect as a fimctiooww�g A k a inch a ul by the Commm Dwuniants. ENO EFdt will also hnve eudh.tj to aqquuae epee.] ma,x0fim oc tam, of the Work as p ndul m Imm,,h 13 9, whUher tu rat des Wwk m fabnoted. uwallcd w canpleW amp Drawing,, Chang# OrMxandPayman 9.7. In cmmcc ten with ENGINEER', xuthaity as an Shop [bawimis and Samples ao pua®nplm 624 ihraugh 6.28 inclusive. 9.8. In catenation with ENGINEER, sulhaity ea W Chmge Orden sa Artioks 10, 11, and 12. 9.9. In waamtsun with ENGINEER's awhwity as W Apptim0mu fm Payment, we Article 14, i%nwwamwa ,far OadtP cm 9.10. Is1NUP1 x win ddetmam den ecUml gtunmu. and elawifimtic s of Unit Pries Work ,crfamed by CONTRACTOR. ENGINEER will miew wilh CONTRACTOR the ENGINUX''s pmlimmmy detmnirutiora on such mancm befom renderug a wriam daimon thereon (by maammerdadon of an Applimtion &COCOHaPaAL WaDa90t3191ad (1990 Edtbm) 21 W aTV OF FORT W WMMOOImGt10NSpWY 4C.) • 0 r� u • for Paymeal or Metu'im). ENGINEER'. wrinen 0. devoim. unless otherwise aged in writing by OWNER thaon will be fiend and badmg upon OWNER and and CONTRACTOR CONTRACTOR calve. whin ten days aga ale date of any such dce sim either OWNER a CONTRACTOR 9.12. When funeteminb as mtNm�OT andleg. under daliveo to 0u other and to ENGINEER written notice of ptmgmpIN9,10 and 9.11, ENGA'EE2 w� not 3mw seemion to append Gam ENGINRFR's dmidonend: (i) nit fart lay to OWNER m CONTRACTOR and will M he appeal from ENGINEER'. decision is taken within the lute liable in w�ation with my imeryectmon or decision Limas and in accordance with the procedures sec forth in reded th gond faith br such capacity Therenderiag of Exhibit GGA. "DI mo ResolutiM Amen greet', edere<I mn a dec6ion by PNG]NEER pursuant m pmogapha 9.10 a ins, belev. OWNER ad CONTRACTOR personal to 9.I I with names to any such clam, dwute a ether the M be subject to the Derismam DIW. requirements ENGMEER will be the Intel imapu g of the mgtmmnenm of the Work thermal, hem , Ca and judge es the sthwm aft of the Win ork she Cty of he Were nd or ochermaaenrelanr�ghthe acceptability of the Wereor the inteparai of the accentuates, of the Cawum Documents Work ddom e m don nid.nmaand in unpmg of the Work and claims ender . or 11 and 12 a will or he charges in the Gaarat INEE a Contrett lima will st far . t initiallyy m ENGINEER fa writing with a erequest oph, fore formal of a azcadane with this pnmgmph. Written rmia N' by h each claim, diaapptte a ocher ad tkr will be delivered by the ctsimsal m fl4GI in end the Mar ferny to the Agreement stao of (but N no wont laser U w thin' mYa) other,a0. 9mt N um t o darcc or betsubmitted i itlee ENGIN and wridm suppppatmg don wan he yto ENGINEER and the oche pant Lurk. sorry days ether the scan ofmch am hilt or event onleu ENGINEER allows na add.. period of none up non of web claim, of ddtee a a mere oa T e dim al support of ouch cteim, disfwm a other manes The opposing parry and beach, upon OWNER and CONTRACTOR () an appeal from ENGINEUR's decision is token the time limits and in accordance with the ass set forth in OCAMIT GC -A. 'Depute area Agouniamr, entered into bar. OWNER and iACTOR Ptuauma to Article 16, a (ii) I run wch R1ssdunon Alpee to hen been edemd intn e entice of inaaion to appeal Gam ENGI R or daivm is aebamaa by OWNm a 'CTOR m the other and to @JGINEHt widmt aya?Rm the dam of each &.are. end a formal ingehe4iin by tkaeped'mg panyin.r of :in jurarli tiro to cxr 1 such rights or rendma waxovaoarwuua Nmmcanoervtasvarsmm or acce of fined payment provided in pnmgre 14A5) w 11 be a condition to erry acrcmeby OWNERmCONTRACTO vole faudlrighour e mdim es aithermny otherwisehave under the Connect Daureens a by law, or Regulations in respect of any mcheem, dispute or Maart lw-useMHoAnial.46. 9.13. Lbskanov an ENCINEM'' AWhorib and Res,mabilinee: 9.13.1. Neither ENGINEER's authority or rapomibility under nos Ankle 9 or ma&r My other provision o(the Connect Dmmmm�na any dmaion made by ENGINEER in good faith either to mend. or M erevc& such authariry m respanibilrty a the urdernkmm�gg aadm orppaa ana ofatry amhcrity or rgwraibilay by E WEER shall crwtn impoac or give Poe to my duly owed by ENGINEER to CONTRACTOR sn3' Subcontractor, any supdier, my other person or crganimtioq or in any moil, f or employee or WM of any of them. 913.1 ENGINEER will not copm ion. dirca. annual or live authority over car W responsible for CONTRACTORk mmrn, rumbods. t.c micei , acquenau or poemorea of rom"own or the sefay presentation and pregmea ocidan thereto, or fa my failure of CONTRACTOR to amply with Lawn ant Regulation applicable to the finmiahbtg a performance of the Work ENGINEER won not be rcapm 'ble fen CONTRACTORS oil - to perfum orPomish the Work m aaundanm with the Counsel Domrmens 9.13.3. ENGINEER will out be reible for the an a ommlonn of CONTRACTOR or, of any Ssbcom uste. arrtyry m $uppllcr of my ohrrpeun a argmeebon perlmnmg or formation, my of the Work. 9.13.4. ENGINEERS review ofthe final ApphwliM for Payment and eaampMyiag documentation and all tom atwmnm and onerali, irou taime, achedwm, neu mess, Bonds andcenificnms of imp uttes. tests end aped! by and othvn h 1412 tsnm renly b m be determin a ally that air c well only be to determine generally of ohm na the mien comp) o with the rmuvenew o[ and in the case oft 'he no of mspified indicate Iona anti leaccea Iht the rnsuln anifid wmpluuux wiN, the Contract Dommann 9.13.5. The lmarati me upon authority and raWorwbiliryry at forth N gta pmggmph 9.13 0011 aka apply m 1�TrGINBERS (:awlmtll$, Resident Project Rgnearntativa end asf iemntn. ARTICLE 111-CRANGM IN THE WORK 10.1. Without invoidatir�R thou Ageement and wilhoul notice to my aunty, 0 may, at any time a (rani time to time, order ahEtiam. deletimi or re'Wons in the Work. Such sdditmv, deletion: or revimom will be Work dbya Wriam A. Ldaam eCharge Order,aa Work Charge IRACra. Cpa radp of m i with dwument, L'ON'1'RAC'fOR dull pmnrply ad a d with the Wak dition Which on kit pGC d umbr to coppliable limieaua nevi ed). Docummw(.rapt cox atlwrmix sacrTicallY providd). 10.2. If OWNER and CONTRACTOR me unable an Wm an to the em.n, if any, of an adjuvment in the Commet Prig or an adjuvtmem of the CoMmt Tbna that should be allowed m a result of a Wink Chore Directive. a claim may be mad, themf . provided in A.Ic I or ".to 12. 10.3. CONTRACTORahallnotbcenmledtomiarmce N thou Camatt Prze a an eirtsiwt ofte Corned Times with «spotet Dry Work pernmmd tam a tut reqqu l by the Cmtrvct Davmenw a amrkic1 d 6, end wpppplIanemef as onaM in a. pirovihs Sin andgnaheiM cacerat in -din cox o[ o eof uncovering as prwr Work m pomgmph in p m the won of unarming wak an provided m partgmph 139. 10.4. - OWNER and CONTRACTOR atmll excate aarc Chage Orders exanmenkd by ENGIKMR (gpvtWten Ammmneme) aveeit,, 104.1, changes m the Wak winds me (i) avkrd by OWNER purnaontce of deft'swL(ork uha beaux of acceptance ti dalactiva Work end. pamgmph 13.13 a w)airitg to bythe Work ceder paragraph 13.14, a (ti) pgrced toby the ptutiei 10.4.2. &,qp in 0a Cammt Price or Combed Timex whiA me.geed m by thepvrtim: and 1043. dmWFa - the Com ad Prier erComa d Timm which embody the abstmce of any etiuen declaim e.ckoxi by ENGWEER pamuem to paagmph9.11'. M,,xid that, in lieu of ew.cuttg any ouch C 'c Order. an aPM may be taken tom my ouch decision in oaadance wiut Ne provisions of 11w Contract Documenw d �op .N. Lawn and Regulatiom, but dabs any each appal, CONTRACTOR shad on the Work and adhere to the progress W. ss pmvided in peeageaph6.29. of th If tmtia the clang. a6'edirg the ct Doc cape of odor Work a the prwi'aa of the Contract fkrwmmm (mcludvr6, but dour mound tW Caaraa Pia our Cormat Times) is required by the Provisions of any Bond in he Bg�� toe i� ttyy the givbg of any inch native will Ise CO1iTRACTOR's respaabJrly. srvl the amuma of each appliable Baud will be a djudd.vanJugly. ARTICLE II-CHANGF, OFCONTRACT PRICE ILL The Comma Pia coamass the total wmpormtion (subject to wthoriad adjaaenmw) payable to CONTRACTOR for perfannin6 the Work. AE duties rapomibilitia awl abliBatiaa as d In a urdenaken by CONTRACTORsha bastCONTRACTOReexpvox wdroutdmtge in to Cantmet Pelee. 11.2. The Comma Pion may only N changed by a Change OrGe or by a Written Amendment AT alone fa an ad iumn me in the CaDad Pnce shall be basil oa written notice dclivemd by de Iany making the claim to 0. other any and to ENGINEER promptly (but in no event later than a my days) ally the start of the eccunmaaeven gmug rix claimandthe geraml name of tan cmtm. Noticeti.o(tse aniseaeofof the debv sviN auppatrg Jvte sbell h detverW witJrr dory or more mcorme u mt claimed covers all known amounts an l.im.m ix voided a a rewlt of said event. All claims [or adjustment in the e and be detemined yy FNOINERR in with pmagmph 9.11 iC OWNER and OR e.aW of e. oga on the smarm v claun for an adjustment in the Convaa raid ifnot abnited I... owe with this 113. The value of any Work covered by a Change Onker or of any claim for an adjudment in the Convect Prier will be d.mmiad. follays. 11.3.1. where the Word, involved is cmxrd by unit prim contained in the Contract lbcnmmte, by application of each unit pricer to the quantities of the minis involved (wbjam In the p wmaia of 61CpC08MiltALIXlld11'IION3191a8 f199J6d1im1 23 x/OlV (1FfOHT LbtJJISMOOIFlGTIOIii(&h'YNlam • umamplm 11.9.1 though 119.3. imluaive) 11.3.2. where der Work irwolvnd is not wvaed by Out prior mvrmind m de Com ou Ducumeme by a muWally ogad paynnmt basis, imlu& 4 lump sum (which may =.nude an af... for mm,Inad mot po6l not no, amily in accordance with paragraph 1162); 11.3.3. whao the Wak mvolvd iswt wverd by unit for. ou.incd in the Comma Dawmaus anal WaOmmt to a lumpp sum is not ruchd order & at fp+almpaph11at bolaofthe Caa of the Wak (..nal assalACTOR in puce r ,war 11.4 OM 1 ofit plus a (DNTRACTOR's ran gr ovahmd and profit (determined aspmvidd in pampaph 11,6). Coe ofm, Work 114. The mom Cost of the Work mum the arm of all costs neeemaray inennd ad paid by CONTRACTOR in the prgw pnnfonnance of the Woh. Rttept as drwoo, may bmd e agron in wnfiag by OWNER such cons Aell be In arnwms no higher than dine Proven 11 m the bulity of the I r jerk shell include arty the Fallowing items and atoll not include any of the outa itemiad in parageph 11.5: xs in thn dhcct pen( nnancc tithe aifon agreed =ACTOR, Such =than limitation other Pea almd Payroll ro4s for on the Work droll time apunt on the shall be imimted in the ubovo W the eater nuthorvzd by OWN 11.4,2. Can of all nam rlab and atuifpinanent fnmol d and momporamd m the Work mclWing coots of toomar abort anal aomge thereo[ and Supplinm' field aavicea rtquimd in announce drewith All man disewma ahaii .stun to CONTRACTOR noom OWNER do,xona fuda with CONTRACTOR wits which to make payments, in which cam der cah dauune shall a«cue W OWNER All ba& dOo,00z a, mbatea and refunds am] mama hots min of sarplu makdals and or meat shall eam vto OWNER and CONTRACTOR "1 make pro u. o That they may be dNamod 1143. Paymans made by CONTRACTOR to tier Sub.0 mus for Work paformd a fumisld by Srbcanwa. If requiwd by OWITIR. 24 YlCDCUtT®aaL WNpnore latoat(19mgd1iml ,o an ors 6oaT new re mom CAnorrs tahv 4oun CONTRACTOR shall obtain eompeEtive bids loom Sobomarwmm moopuble an OWNER aM CONTRACTOR and shall dative, malt bila W OWNER who will Ulan &tamim, with de advice of ENGINEER, which bider if any, will be aaeµd. If any solaunbaet pwvidu that the SWmre wr. m l% pnd on the b ois of Con of tier Wak bsafee, the Saloomractoes Coat of the Work oralP.e shall be determined m the mate mmmer as CONTRACTOR'S Cost of the Wak ea,] lu no pnaidW in psmpaphs 114, 113, ❑ 6 anal 1I 7. All aubunwctsshellhmiiatW theouterable. ou o[ the Correa Ibamems i rattan u appli&bk. 11,44. Coats of spaial casdmros (including but net limited m enginccrs, amhfl eok totingg lanoretotag stuenyom, dtannys and m .tuts) W@kryd for s xos snecifiwlly mks d m the 11.4.5. Supplememal cmta imludirg the fallorv'utg'. 11.4.51. 1'he Proponien of ou ry hhuulwa��eettea�mm1� weal ad sOlunonroupo scO ol'' CONl'RACTOR's anpl yea imurtd dim.,ge of&tm,.oad with tits Wak. 114.5.2. Can, including wuponmion and meintam or, of all matormlo. suppfies. equipmaa, maAhay, appliances, offs and temporary fimihfia st the ate and lord mole not arced by tho workers, which arc..d in doc performance of the Work, end out Ices market vertu. of.h items mod bat not comamd which mmnin tine property of CONTRACT OR IIA.53. Romania of all caetruction equipmem and madumry and the part thereat whadar rand [ran CONCRACTOR mothers to a.&. with mural agramema approval by OW41 R with the advice of ENGINEER and the Lion motslla a doon alu9 and am loading, Hereof -ell in ecea&me with Wrens of sid rental npeemems The rental of any such equipmem. machinery or pans doll cats. what du use thereofis no longermceemry fat the Woh. 11.4.54. Sska crnomro, uo or aimilor leas rebid 0 the Wak and for which CONTRACTOR is liable, unpowi by Laws and Regulatio o. 11.4.5.5. Depmim kut for cauva other the. =germ- of CONTRACTOR arty Stir eta or onyor chrardy or indircaly plryd by any of them or for wboso acts any of then may be 4%bk, ad royalty m,nmms and fasforpermitaad Iica oat. 114.5.6. Lossu and damage (ad muW eapuos) urd Try damage to the Woh, not umpematd by marame or Wavowiaq sunained by CON[RAC'rOR in connunr with tier m As aetllemewas mesa vnth the wntten conscnl Arad .ppam.l of OWNER No such lama, damega And ex emcees shall be irmludd in the Cost of the Work for it. of detemaining CONTRACTOR'. to. I[ 6mcm, my>� 12 or damage requ. rmommuotion and CONTRACTOR ' plaud [ charge Nam CONTRACTOR shall be laid for saviors a fro 114.57. The cost of utilimo Pool and anitary fecfuiaet dos site. 114.5,8. Mimi expenses such as takloen% Img distance ulephorw eels, telephone amvice At Me site, exprea+ege mad similar peay rash items in mm nctson with iln Work. 11.4.5.9. Cora rMatiuma far whhumed Bonds and in.. rmluied beaux of Oharaa in the Work. 115. Ths mmCm.fthe Waka llr irct,d&Anyaf the following: 11.5.1, Payroll coos and other commrrmtion at ,I R A mares .. 1m the Work ad not apeoffi, I :d o,m sohc uda of job to in paragraph l I.4.1 a .,.graph 11.4.4-aR of which tmhYme wcosh covered by the 11.5.2. Expenecs of CONTRACT )Rk prom ed and broach offices other than CONTRACTOR's office at the alto. 11.5.3. Any fart of CONTRACTORb apical exporus, "I dung inaes As CONTRACTOR'S a% employed fa Ma Work and clop ca stoutest for defmryat Mymems. 11.5.4. Cost of premiums for .11 Boils And for All insurance whdv w net CONTRACTOR is Acquired by the Cadraa Documems m puclose ed mmmain the same (.map for the ran of rmniums emoted by seblarvgreph 11.4.5.9 above). 113.5. Cats due to the no0aam. of CONTRACTOR Any Submntramq As s Amato direelly or irduscily anpioysd by an of a. or for whose sees any of dwn may be liable, including but runt limikd t the wrmtiun of nQfmtivr Wort di�aal of ramanah or ac n men wrongly supplied Ardme ;good any dsmege in property. 1I56, Olt. ovaheud or general v,ceae ousts of any Yid Aral the. of my Men not specifically and expaaly included in par xaph 114. Ilk. Thee CONTRACTOR, the ellmved to CONTRACTOR For overhead and profit oaf be deemirvd As follows: 11.6. I. a mutually acceptable fixd f ;or 11.6.2. if. A hoed to. is net Ageal nmc Non A fee based on the followingg percemxgea of the carious mina softhe Cmtofthe Weak 11611, for mass in.urred under paragraphs 114.1 And 11.4.2, de CONTRACTOR'e fee ahsll be fifteen pmvent; 11.62.2. for mans meuaed under 1am,,eph 11.4.3, Me CONTRACTOR§ fee shall be five percent; 0 11.62.3whoa one or more tiers of abm tooAnd arc n ice boil. is Coa of der Work plus a far Ada fined he o egrcd upon, Nc vaaa of pthat Mrs tbeca 114.2, c,co14 3 and lly performs u that "t sea Me Work, a who ver iar. performs i R nee of the Wok at n of the tic, wt11 be paid a fee ub BRsm pmmat of the cuss • IIAI d by weds Subcomr Met wader lamgropM 11.41 Aral 114.2 And that mry the be Srbconaaaor end CONTRACTOR w, each be foal A fee A v proses t-aFNeemourd-pniA-to Ncrrea4awatill £nbaaa'aao ,'w_b gatlatea ws�0 Git. Mae Ow�i2;1- tegees4 five ru taf Mae. m_gpjd lLJ(le�mrt l_owar tiff Q<. 116.2.4. no fee shall be payable An the basis of costa itemised undo pvAgmphs 114,4, 11 45 Aral I I.S. 11.625. the Amount of alit to be sll.d by CONTRACTOR An OWNER for any ura9e in rauh. in a no dcos wallbe e amount of the aouel Act decomse in cart plea a dAd.1mn in CONTRACTOR'. fee by en... equal to five pram of.A.h Act deaeme, end 11.6.2.6. when both ad Ui. And eedis arc involved in Any mA the e, the Moslmem in CONTRACTOR'. fee sMR be amluted An the bads of the rat dump in cmadenee with paragraphs 1162.1 through 116.2 5, veluaive. 113 Whoever the area of A, Wok i. to be FJCDC05N6RALCUNpTlOtb 191o8 (tvasgdtiml 25 Mary Or FORTH Nfi M0061GTWNSNf6V 4aM) 0 • 0 detumined rymoum to paragraphs I1.4 and 11.5. CONTRACTOR will establish and maintain records thereof in emordmrm with generally ac aged ecewaibyl pastices and submit in farm aatptable m L•TIGWEER en t.tudcut hhakdh.vn together wdhap mtiny dam. Cad mi.. 11.8. Ttiswhmte d that CONTRACTOR has, bahalW in the Catraa Price all mum.. err amW nt tla Channel Docmnents aml stall muss the Weak an soverml m be famished aJ ppearfumed fen such.ama u may be ae npaNetr OWNERand ENGINEER CONTRACTOR egreathat. 11.8.1. the allowances include the som to CONTRACTOR (less any eppliable cede stixdhms) of mamia6 and equipnmai required try the gllowancm m ha delivered., the ante, end all eppEl; axon; ad 11.8.2. CONTRACTOR. its far unloading and handling on the ate. labor, installation costa, overhand, inert and other exisanks conemplated for the all.. have been included as the Comsat Puce and rat in de. U.. end on, dernand for additional payment on nccaant army of the faogohg will be valid Paor afoul PeYaem,annp M40 Choryte Order will be imued as rmonhmcWW ENGW66R m rateet eaal E.Ale CONTRA OR on neWlmt of Work awe red by allowansea and the Contract Pam shdl he corrommE hgly adjusted. 11.9. Me Price Wink 11.9.1. Wheat the Catmet Doe memapsevide that ell a part ofthe Work k m be Uut Rice Wak initially the Codmet Rare will be demand m include For all Una Price Work an amount equal to the stun of the established unit prigs for cmb separately, identified hen of Unit ITm Work man the estimated quantity of each Item as iMimmd in the Agteeoant- The atheated qunnmim ckitem. of Umt Ion Wak are, not guarmaeed end ea solely for the.. putpom or mmisrison of Bids and deterenu mg on mitial Cooked Price. Detemnlrattons of the aenml quanttm and elan ifin.amhs of Unit Rig Weak perfermad by CONTRACTOR will Is, cede by INIGINEER m aseendonm withpmagraph9.10. 11.9.2. Each unlit pr ce wdl be deemed to inoluds fin smutcanader by CONTRACTOR m be adDLw m cover CONTRACTOR's overload and profit fed each upmntely identified item. 119.3. OWNER W CEq`rR OR may, make a dhnw fa an edlusheant m the Cmmea Rae m amwdenm with Arad. 11 tip. 119.33, to quantity of any item of Unit Rim Work oufamW by CONTRACTOR did. motm., not si ly flan the estimated qumhcty, a such ism mdated in the Agreement; � &COCOge®IALCON[aTON3t8108 ❑99agdlMn w/tuTYOFF00.1' W W M1MMCOIFICAl10NatWYIRONt and 11.9.3.2. there ea re, sonespmdutg edjumnera with reaped many other it. of Wak; and 11.9.33, if CONTRACTOR belieac that CONTRACTOR is atitled to an tranone m Contact Rice as a smolt of having ifewred additional expense W OWNER believes that OWNER a merited to a d.ceuss in Contend Prise .d the robes, arc unable m Woe as m the amanu ofeny such ime.se m d.a. 11.9.3.4. CONTRACTOR aeknawlnmm that Rhas the r' ht lo nrkl W delete items'. e E W EM, ammifia at OWNER'S sole v..'a I. fits dPr gr 8a4 lgllalmaa Item b WI¢ W the delttla W the Wi¢md Wd Cankactpfion ARTICLE 12-•CHANGE OFCONTRACT TIMES 12.1. 'The Cmmad Time (a Mllcatahm) say o1Jy be charged by a Change Order or e Written Amem aka, AArrtyry ikflonclaim fa ha basean atp Merd of the Contrast Timm (W Mes) shell d on written notice delivered by the panty making the ].hn to the other party and to ENGINEER Roraplly (ben in as event hater than thirty drys) after den mammas of the avers ghv'ug rise m the claim and Rating the ga.l ink s of the ihn. Nairn of the natant of the claim with su"rdne data shall bk delivered wuhin ahoy days now such omumam (hatless ENGINEER allows additional time as ..m. mac aectaew data to suPrpann of the claim) and shall be aaanpatied by mclaimant's written Ratant that the Wjuaknat clam d i9 me mrim adjuRmeat on which the claim n, has lonem m believe it u entitled as a rewh of the oaunence ofseid event. All shims faadjusenent in the Camaa Tim. (a Mmunkes) shall be detami and by ENGINEER in mo mdanm with my mph9Jl hf OWNER and CONTRACTOR cannot otherwise ogres. No clan fir ea adjusknenl in the Contend Times (or N ilmosom) will be valid if ad submitted in aahudace with the requirement oftds pompoph 121. 12.2. At tine lama Rated in the Cantles Ek mm% ere of the exvlee ofthe Agfkennot 12.3. Where CONTRACTOR is prevented Gum enplaning any pen of the Work willm the Contrast Time or IvlilaRam) due m delay beyoM the trained of CONT CTOR, to Cahkaa Tuner Cur Wedowee) will be emended in an amaaai aqud to me mat due m ankh delay if . ela'un is made thaci. es hkvidvd in pond 121. Damys beyond the central of 0) CTOR ahell include. WI net be limited m• ass within the Moral of a Subcattro3o, or Sopppptier shall be dread m be klayswithin the control ufCONTRACTOR 124, Where CONTRACTOR is Wevemal from eompletirg arty pal ofthe Work within the Cmmad Tune ((m Mdegnln) doe m de the consol of both OWNER ad CONTRA O an ede.ion of the Contract Times (or Mile9ona) in an amount equal to the time last due m such delay shall he CONTRACTOR's sole and mralusiv. remedy for wilt del.. In . eve. shell OWNER be li.ble toCONTRACTOR, arty Subunha sor, my Suppber, any other person or arprixation a to any surety for err emplgo, nngeist r .7p a them. Re demmge .arum out of or nadli g Iran p) delays =used by or within the oontol of the CONTRACTOR m (ht) delaye beyond the cmmol of F.oth parties i.luding, but not nand to, Gres Roods epdisa s, shame] washer Qaditione, ads dGod m actsor neglect by utility owncre byo 7 aspmfamvg other wink iscantemplaWl b1 Mitts Artictltes]. ARTICLE 13—TESTS ANO INSPECTIONS; CORRECTION, REMOVAL. OR ACCEPTANCE OF DEFECTIVE WORK B.I. NdlmofDrfaaa prompt notim of all dq(adve Wak of which OWNER a 13NGMER have acteal knowledge will be gives an CONTRACTOR All 4e4*. Work may W rejected, mm.Wma eptd.aprmkWmddn Article 13, Accrue. Rork 132. OWNERM4GINMR. EKGlNEERs Camtl1M aMe reResenlvtive, am l persoand of OWNER Indepe,,,d h .gltersea is andgovamnto the Work at with j ble,fiiaal ;for the sviR have scores to the Wink at masig. CONTRACTOR for their shall Xmi a thd%aravectirg and testing. CONTRACTOR shill not them ptoqpaar and sate TRAC.s forss sucfi nccas .nil advise loon of W CONh,ACTOR's site ereery procedures alb RoBrems m that they any comply thaewiN as applicable. TemandfnspeGi. 13.3. CONTRACTOR shall give ENGINEER timely .lice of radinea of the Wmk W.11 requ and u"pwims. uses or vppowds, and shall oeapemte with ucpedion awl lasting posann el in dciliwu rNuimd i.Rotim,a tests 13.4. OWNEI shall employ mal pay fa the murices of en indcpendem testing Monitory In perfmn all irssectiaa, urw m eM..N mq..d by the Corned Dwv "eacepL 13.4.1, for "usvpe times, tea, a approval, covered by paebmph 13.5 below, 13.4.2. Nat ones incurred in connection with uses or uafectian canbmred Fineman m paragraph 13.9 below shall be paid as provided in raid paragraph 13.9; awJ 13.43.se Nerwoo sped6mlly novided in the Connect Documes,. or ..roved W an required cortifissatea of impcdion a approval. OON'I KACI'OR stall also be responsible fa innso tg and obtaining and .hall pay all .era in wtrwaion with any and ENGMNGINats taw a apl�rels lequved fa OWNFR's 6RR's seeTer ofmaterials or equipment or bs in oiIp,. d m tlw Wmk, m des eomile ruin deigns, aldafa a i am nittad fen pprwal prim to CONTRACTOR'. purch.se thereaf�nmrpmetwn in the Wok. 136. If eery Wmk (a the work of ngem) tlet w m be resod or nppmW is em�erd by C NTRACTOR wilhaa written camurm.c of ENGINEER. it must, if ruryatd by 13NGINF,ER, be un.vemd too observation 13.9. Umwvarilg Wmk isRw riled in p n,,,oph 13.6 "! be at OON1'RACTOR'. ecpmne unless CONTRACTOR his Siva ENGINEER timely .Nu of CONTRACTOR'S Intention to cover the acme and ENGINEER has not acted with reasonable prompeRa in me,a is to such anti.. unomaring IMoi, 138, If anyy Waic a sward .marry 0 the written rNwa of INOINEER, it must. if revened by ENGINEER, be monied for ENGINEER's observation and repl.d.tCONTRACTORS apeme. make available fa msoi,iitior. iapedion or tear se ENGINEER may reyuve, that Pont. of the Wak in Vannon. fumiaung ell necessary Immo. material and ampmmL If It Is found that sueh Work is delaagvi. CONTRACTOR shall pry aR chaos .a> lose .ad demages ceased by, mhe.,.1 of m re.kirg Iran ash un.venug, e>pesu e, oba ovation. inVec ionmb testirg and of ate say replaamaft or reaaatrucliltn (ndoding but no, tunnel to all cm, of rep. a mphosmra eof wmk of otters), and OWNER stool be .titled to an aplaaprimw cie. is the Contact Price, and if the paltbe are unable to agree as to the amount iF rooZ may make a claim therefor as provided in Ankle 11. If, how vs, S or Work is .1 toad to be d=factive, CONTRACTOR Gall be ellovd an rases m the Contract price err an eete..a. of the Cmdred Tuna (m Mleaome), or both, directly mmibaeble to audl EY.DCOEWFAA Mmlllom 19108(19908011M) 27 W aW OF FORT (MU. MCOVICATIONS MW4COM) u • • anmvaing expwure. obsavatce, tell m, roplassa au red roremtacttam ead. if the 1-threes me amble to xxp� a as to the amountextent thcreaf CONTRA r de a lim tacforas pwided in Articles 11 ud 12. OWNER .fay Seop et a Work: 13.10. Rthe Wark is ak eevs. a CONTRACTOR fail. basupply aQcimt dcil workers or mailable mstmulsor err fa egwmnerd, il. atf amidaer Psrfam the Wak lo acb. way that de mmplefd Work will mNmn to de Comma Dreammta. OWNER my order CONTRACTOR to smtomp the Work, or myy pmlion thereof wail the wax for ach order his berm eltmimtar; however, he right of OWNER act A the Work hall am give rise to any duty, em the pal of 0 ER to asaciu this right for the bewfit of CONTRACTOR army sway crash. party Ge ,M. or Rem med ^rDefemer Work: 13.11, If required by ENGINEER, CONTRACTOR shall promptly, as directed, either wrmet ell edsv Wak, whaler or rot fabrimted imptd a amp w, it'ihe Wakhas beenrejeacdby &Weak that remwoit Franthe site and m'OR it with Wak then is m% rtfecdve. CONTRACTOR shall pry all chime, amte, loses and m mused by a resulting fare such corrosion or removal up rat limited wall caofrepaor replacemeatofwrkofdire) "it L'emmen Period 13 12.I.If within me yet two van mar the deer of Subatettthd Completion or such latter pond offbeat to may be premdbd Laws or ftid tiros a by the terms of ary mdm a special manta. required by the Camas Document or W ew stralfie aovidon of If CONTRACTOR does not tamely romply with the from of such baste mmes. a in an ematamy where de., would most serious rid: of Ion or dum,, OWNER may have the rkkalra, Work tasted or the moved Wak removed ntd replaced aml .11 claims, eosis, lours and dimegw mused ty or resufting from such mnwm eyed reptaament (mcludig but not limited to at rem of repro- or rap vmsrt of work of atlas) will bepeid b)' CONTRACTOR 13. M, le spec'.) weearra ses whey m pataalm iimt of egmpmaa is placed commune service service before Sabsmmial Ccvopletim of all the Work the cmatien peril for that item mey start m run from m ember dui if so prwidd in are Specifim stiom a by Written AmeMmmt. 13.12.3. Where deja fi, Wak (red door, to War B/U 0FVMTCOr3p19WMMCAp9MMV 28 a/aTYOFt'a0.T WLWNaMWMCa110N9dNV<rle(% Work oral[mg thereGom) has been mmected, resswed or repla.1 raster the pmrypnph 13.12, the am,miner perial hereunder with reap t to suer Weak will be emended for en addifimm period of two y,5tty an. such tion or ar, ...I and replsoemmt his been sodareartly completed Acceptance of Dar 6m. Work: 13.13. If, imtmd of repu ri%cara en or sawed end mpinmment of dafenfve Work OWNER (and, prior to ENGINPFR's mrsomemdumn of fuel payment also ,mites emi intile to OWNER'S mmlaadm of and dctermiatian to scmpptt ash elyacave Work (ads coaster be eppmvd by PNGIIJEERa m rmaablermis). If arty ach meepmnm areas prior to ENGWEER's mmmdetioa Ling t peyatsm, aChmtge Order will be weed inDocuments the respect eft W . the OWNS Dmmnam with rapers to the Wak and OWNER shall be entitled man epprgniete.W e,. m ate Comma Price, real, Other pal. arc=a. Is. therefor re m ate.maim[ tawf OWNER mey make a e .her ptw led m Aae1C 11. If Ih amepmac acme RRcr bothracommc ORt OWNQtw by CONTRACTORm %oxiNc ammt wil l be paid OWNER May Caress Defscde a Wak: 13.14 If CONTRACTOR fells within a..ble time after written maim from ENGINEER W carrot alys aha Work a to snore and replace re�,,IImted Work m nefand by ENGINI in Rmadmme wM paagesph 13.11, or if CONTRACTOR foils to perform the Work in eaadmeu with the Comma Doe moms, a ifCONTRACTOR Us m amply with any air prwoim of it. Contrast Documents, OWNER mey, after seven days' written entice to CONTRACTOR correct and ormedy my such deficiency. In ..im% the it m and amad. under tlm piratmph OWNER shrill prayed cepedilousy. In cornett+. with ach cmreeave eml remdird aeries, OWNERmey efudu le CONTRACTOR fron.g., pat of the sire, take poseseim of.]] a part of the Work, and aspen. CONTRACTOR's services related thaao, take tornados of CONTRACTOR', reds, appliances, aomlagim eclat men ad mecldrhery at the site and p mco,pauto the Wark at ond egai,re. stored at the sit. or fen which OWNER has paid CONTRACTOR but which arc soma deewhere. CONTRACTOR shop allow OWNER OWNER's Corealmms P=ess to th site to 61e OWNER to emere�lletrigghhts aryl remedies tinder the Wra®eph At .hols,. cols, lwaaa rd dummies iramd a named by OWNER N aacam, ach rialm h d remedies will be chid sguwt IXSNIRACTO and o(]tape Order wit be isud moorpnmts, the naasay rwis. vh the Comma Dmmaerds with .epee to the Work, and OWNER shall W entitled to an appropriate decaao in the Cataract Prim, nd,s [ate pmnaeremnNeastarea.m the amoat Ihvm I OWNER may make a abim lretefa as prorated In Male 11, Such cteim% costs, Iran and damages will include but nor be limgM m ell Icon of repair a mpincemar of work of others dnsbpy d or dam eg d bbyy mrmta. removal m replaommit of COW7RAC'I'OR's defective Wok. CONTRACTOR shall rent be allowed a exurnsion of the Carried Times (a hbleaate baeuae of mry delay b annanm of the Wekonn mblemlheexertiseby0 oTOWNER's rigka end remedies hereunder. ARTICLE 14 PAYA(EMS TO CONTRACTOR AND COMPLETION sa&,a deo'Vefeas 141 The schedule of values onabbArd as pmvided in pmegrph 2.9 will serve as the basis for progress, paymenm and will be incor��nnmnd into a form of Application fen Paymem meegmble mENGINRFR. Progress paymens on amain of Unit Aim Work will be based on the number of unitammplcmd AppRmmar fal)PArif—PoymeaC 142. N lean twenty days before the done exehilfli d fen .on progress payrecm (ben not mac often thin o m, a mash). CONTRACTOR shall abnit to ENGINEER fa review an Appppliention for Paymars filled outand sigxd by CONTRACTOR owermg 0e Work mmpletM as of the dam of the Applica6m and accompanied byy each supporting dmmicati e, as a mquved by the Conbad ➢omrmmu If Payment is rryua2ed An the bees of mmatiela end Armament not incorporated in the Work bur ds ..teems and equipment me m mmmnt r will be as CONTRACTOR' 1Varmrrt� ofTille. 14.3 CONTRACTOR warrants AM Suarannms tl tide to all Wok, material. AM equipment covered by eery ghon for Nymem whether Cmorpooed in the, ha rml. will pass m OWNER no later than the time of laymen. Racers! clew ufall Lien. Review af.4ppl1m4oa, forProgres Par mart 14.4. ENGINEER wJL within 4m doya after maript of mch Application fa Payment, either indimm in —b, a recommendation of payment end present the Application m OWNERor Atumthe ANricatmnm CONTRACTOR indicating in writing ENGINEERS rrnsatn for rcfvwg to rmammend mymem. In the mda cox, CONTRACTOR may m ika the Accessery comctiaa mil resubmit the Applicmion. Ten days efler prea�anarm f the A,Uoo arm for Paymaa m OW NPR with ENGA'EER's a amimendation the mtrount recommended will (eubjep to the provisions of the Imit sentence of paragraph 14.7) br more due and when due will be pad by OWNER m CONTRACTOR 145. ENGINERR's mcammmdution of any payment mquedcd in an Application fen Payment will omrtttuk a reyrmentamer by ENGINEER m OWN®; based on ENGINEER'. ahaw .1ismames of the eaemted Work aenrxpe--cedamt quAif d dmi,pmr®imml adan ENGINRER'e review of the MIyliestion for Payment and the aceompenying dam AM r4wdslee Am m the best of ENGI4EER's kmmvladge, inform man and belief 14.5.L the Work has pArgma ed to the point indicated, 14.52. the quality of the Work is generally in acordmmce with the Contract Dmmmrm (suMaa to an evaluation of the Work As a form orung whole prior to a upon Subotemiol Completion. m the mortis of any abmquent tons called for in to Commit Common, We final ddmnuuuon of qua er titend classifications fen Unit Price Wale under paragraph 9.10, and to any other qualJcatime anmd Intherecommmdation), and 14.5.3. the conditions precedent m CONTRACTORS be'vtq entitled An ach payment app. b have been (ul6lled ireofm as it is ENGINEER'. mapouibility m observe the Work. However, by maanmandbg my such payment ENGINEER will trot Uiereby be &.M m have mpasenmd that: (i)orshmative or continuos orwite inspections have been made to check the quality or the quantity of then Work beyond the responsibilities specifically msigmd m ENGINEER in it, Contras Documents m (il) that there may Art be Mar ensues a swm between the Fame, that might eatiUe CONTRACTOR to be ,it additiaelly b/ OWNER or entitle OWNERtowithholdlwym ntto CONTRACTOR 146. ENGINEER'8 recommendmion of any payment, baludng final pe,n ml, cfag ram man that ENGINEER I, responsible for CONTRACTORS mama, mdhodv, teelmigaen seam. a laecelmm of cansoro ioq a the mfelyy pptreecauuaa and Ixr�ams AAM m theism or fa mry ordure oC CONTRACTOR to comply wilh Lanz AM Regulation applicable In the firmairing a performam of Work. or for airy milme of CONTRACTOR to perform or fumish Work in acadanm with IFS Contract Docrmmm 14T. ENGINEER may refuse An mccomed the whole amity part of enY TeYmentito, the ropmeara en, n would be ircnnact m mvke the repremretion5 m tUCDCoWERAbcotrolnota lmaB OamadlRm 29 MaiYOFmoxi COLYMNWIFtGnoespL6V nrsaW) • 0 Section 109 of the Standard Specifications is hereby revised for this project as follows: Subsection 109.06 shall include the following: (i) Asphalt Cement Cost Adjustments. Contract cost adjustments will be made to reflect increases or decreases in the monthly average price of asphalt cement from the average price for the month preceding the month in which bids were received for the Contract. These cost adjustments are not a change to the contract unit prices bid. Cost adjustments will be based on the asphalt cement price index established by the Department and calculated as shown in subsection 109.06(i) 2.D below. The index will be the average for the month of the daily postings of the spot price per barrel of Flint Hills Resources daily crude oil posting, as published on http://www.fhr.com/refining/crude oil.aspx. The index from this source will be converted to US Dollars using the currency converter at http://finance.vahoo.com/currency; the posted price of Canadian Dollars per cubic meter of WCS on fhr.com will be converted to US Dollars per cubic meter. A conversion factor of 0.89 cubic meter per Ton will be used to convert the posted price from cubic meter to tons. The converted daily prices and the average index number for the month will be posted as soon as they are available on the CDOT website at: . http?//www coloradodot.info/business/designsupporUconstruction- specifications/2011-Specs/aspha6-cement-cost-adiustment 2. Cost adjustments will be made on a monthly basis subject to the following conditions: A. Adjustment will be based on the pay quantities on the monthly partial pay estimate for the following two pay items when measured by the ton and asphalt cement is included in the pay items: Item Asphalt (Grading cement cost B. A cost adjustment will be made only when the asphalt cement price index varies by more than 5 percent from the asphalt cement price index at the • Addendum 1 —7676 E Lincoln Ave & S Lemay Ave Improvements Page 4 of 6 • 0 OWNGR refmd to N pemglnph 14.5. HJOAIID2 may alm refuse to mcommmd any wch payment a, baauw o[ sobaeyuently dUmvaed evidenw or the recalls of w iomint reenamae kto c ¢eery es may be peviouslY nxmnmeNE to such extent a may h neaemery in MGEJEERs'pbden to Protect OWNER fran loss besua. 14.7.1. do Work is dit ave, or mmpldod Work las been dens aged rarybmg correction or raplecemem, 14.7.2. the Omihect Price has been rerWced by W.U. Ameaiment a Charge Oder. 14.7.3. OWNER hoe bans nejeited m carat akfatroe Work or complete Work to acmrdmim with yaegaph 13.14. m 14.7.4. ENGINEER hoe actual knowledge of the acaur.a of airryry ofthe evanm ammerated in pam®nphs 13.2.I tlaauyr 15.2.4 iridmive. OWNER may refux to make paymtla d do fall amaud mm remended by ENGINEER Inaum. 147.5. damns have been mad. agaimt OWNER on aaoum of CONTRACfOR'eparfamance or fimrddh ng ofthe Werk, 14.7.6, Lien, have been filed in mnmelion with do Work aer,pt where CONTRACTOR has delivered a yceide Bad atidanmry to OWNER to acme dsc atidactionand discharge ofauch Liam, 147.7, them emotherdamanddimOWNERmaact- oRagaimt dU mnaunremmmede4 a 14.7.8. OWNER hen nquel knowledge of dre cecmmme of orWry f dw evema ..led paragraphs 14.7.11Fvough 14.73 or Taman* 15.2.1 through 15.2.4 inctusive. but OWNER must give CONTRACTOR intmd'mU wriaeri madee (with a copy to ENGINEER) war, the ramm for wch action anti promptly pay CONTRACTOR the amount w amhhel4 or any dJ mummt 11.4, egmel 0 by OWN®t ad CONTRACTOR, wins CONTRACTOR aerate 0 OWNER. ati.frumun the reaav far amen action SSbvacdd civo pwaa: 14g When CONTRACTOR enmidms the entire Weak m4r, fen in, innmdd sex CONTRACTOR Jwd omil4 ER veme a G'�i F�I'.RSIS�Irq.(Hluaq:i 30 FACOCOhHI•AALWNDITIONS19104(1990DIIIW W aTYOFF'ORT W W NSMWlFIMM0NSmJHV 4nM considers the Work wbaantialty ampkU. EIVOWEER will venue and deliver to OWNER a Unmtive artifian, W be cempktol or airy ofUr reasons , ENGINEER u. ear abjabas, EENGINEE men campUU, mj &II..EER w ivs execuk ad deliver to wreideretion of any objatiom tram OWNER. Ar the tuna of delivery of the Umwive omtifiak of Submamial Canplden ENGINEER well hlwar to OWNER and CONTRACTOR a written emac ation as to divixim of roammibildice pending fual payment between OWNER and CONTRACTOR with rc�at to seweiry, apmm en, ealety, maintenance, heel aniiax, iemnmlx and wenmsia and guammea. UNess OWNER aril CONTRACTOR egra otherwise N writuugg and so inform ENGRJE®t in wNmg prior to SNGINEERk i.irg the ddrutive catifimU of SuMUntial Completion, ENGINEERS dfomsewd mcommend mm will be binding m OW NER and CONTRACTOR mail foal payment. 14.9. OWNER shall Iava the right to exclude CONTRACTOR from die Wmk after IN dale of Subatamisl Canpktion. but OWNER atoll allow CONTRACTOR rescuable aoxa to emnben oromens hams on the tamed'. lint Pmtld It. azedoa 14.10, U. by OWNER a OWNERS option of any aubee miolly <mipleud pan of the Work which'. (t) has epeeil all hen idemdif in the Cmhazt Docommarm m (A. )0 PNOTNE©t ad CONTRACTOR agree mmlilm ea a sapamUly fanaimmg mat uabla part of the Work that can be uad by OWNER for its mterdcd purrypomme without nnifieten intedermee with COIJTRACT0R's performance of do reamimim of the Work, may be accan9Gahed per. to Subslamial Complelionofegthe Work wbjmtlothef.11co ig: 14.10.1.000VNER m any time mayy ra aaa CONTRACTOR in wrm, to permit 0 - W. my wch IMrt ofthe Wak which OWNERImI was to be ready for its Gamded new and suleamNally amvvlae. If CONTRACTOR.,cars Yioteo pan of die Wak is suWa nially complete, CONTRACTOR will certify to OWNER ad ENGINEER dent such ryinofde, Wmk is wNtan ialty pkU and"uaot ENGINEER to roue a mnficem of Substantial Con,laien for that pan of the Weak. CONTRACfORnigaimamayyrm6fy OW`i 8Z 10 fumide each a release or recp in fug. MIG)NEERvs wntmg lhlCONTRACTOR emuidem CONTRACTOR en, fumiih a Bond m o1NL mhinta d any such pert of rim Wok seedy fit, its eradeded sex ad.fectoy to OWNER to udmu ify OWNER againstand m7alangmgy wmplae and,,met ENGINEER to any Lien Releasm or waivers of Ifni and the ardent of issoe a oenifiwk of Sdawmal Completion for din rile v w finslies winning am to be, mheihd on pert ofdn Work. Widen. wasnmble Iddidereither forms conformill inthe tams tof OWNE 'S Mmine OWNLR CONTRACTOR and (gm}_bound' EM ding md:e en inspection of that part of the Work to detmnmc in stews of dmplaion If Fund Paymeal and,icapewee: ENGINEER does teat consider that part afthe Work to be substmusliy worylete, ENGINEER will notify 14.13 If. on the bass of ENGINEER. elimination of OWNER and CONTRACTOR in writing giving the the Wok diming coatandian and find impaction, and .thasefor. IFEI4GTNEERsdandemgmtwdof ENGEVRER's review ofthe 6.1 Anoliwtion for Pnvmne the Wad: and U. division of rapoodany in rtapet thereefard aaem therein. 14,102 Nosona ma mmfamwopaationofpml of the Work will he eaompluhed Rio w wmpRmtte with the realuhammte of Iam®aph 5,15 in defeat of psopm err nsammc. F.1 harem. 14A L Upon wneum nolce Ifom CONTRACTOR that the entire Work or on egged Man. fl cred is danplew, INGINEER wig make a fiwI with OWNER and CONTRACTOR ad will wtl CONTRACTOR in writing d ell pertidlms in which -a impmcdm ravc¢Is Nd the Wok is mcanplew m dsfe da, CONTRACTOR almll immediately take such measures as are woessary to oomplete such work or remely such defisimmeg Fad Application, for Payment 14,12, After CONTRACTOR has completed all soda coin 6.0 is satisfaction of ENOfNEERaol delivered in aocordmmce with the Cmo-wt Tanomeds all ramegntarnt ord spending admission. Sasewles, gummead. Bonds. ce fiesta oNn nidmd, of dinars. inquired by pare�reph 54, dismissed of inspection, markd.ap record da .ms (as provided in 1xamgmph6.19) and of documew, CONTRACTOR may make sPvli.fi. fa fund payment following the by: (i)all dmmcmetion csgml fm in the bcumaoS and. bat not limited io the N.a f denier os,2 by sutparegaph54.13. of the suretyry, if any, 1. fired paem ym,and to and lebmlly effeanc releexs a waivers r to OWNER) deg liens misiag tat ofa filed n wily t o Wart in lieu a each neleaus a be fdaT and property might in any way be repansible have bempsd m ohnwim atiiefad 1f wry Subwdemor or Sapplim fsils lotion fa payment udiests in writing ilia' riardalid of payment and press t e to OWNER for wvmeo. At don mine In its proiwed of pde,,h 14.15, umnwes, b'NGTNEER wig etam the Application to CONTRACTOR. assuming in writing the mssnm I'm sefnim, in tawtmmd fowl paymim, in which cam CONTRACTOR ahall make the rleaesary aarectimo and wouMeitdte Apphimion. Thinydayseflerpsesenmtionto OWNER of the Appliwuon and ccanpmyinngg doamtcastion, in appropriate form and!submnu an tl with ENCINEER's ....addition and rate of awepmbifiry, the emdm moommerded by ENGINEER will become due and will its paid by OWNER w CONTRACTOR dined hi DunwifficIL17.6.2 of Nee 97fri'iCd'T1ii to be held by OWNER for Work one comecled is lea than the rdaminge Agressent and if Bondy )tare been psymem, except that it shag rm wmtdOw a wmvm 01 dims. Wdvw ofC'bims: 14.15. T)wmakingaislecapwruoffinalpaymWwdl on lihits 14.15.1a waiver of all ddms by OWNER spNe CONTRACTOR ecept claims miring fide umaded Lam, had &festive With appearing other Elcocam+tiltN ODt MOM191080mlldnW 31 wl,M(PrMTLCY1MMMIMCAnoNSO VOrsme) • • foul uvpection Pumuant w pamorePh 14.11. from CONTRACTOR bon which era maed elsewlw 4; and Nilurt w coymprylYscwith the Curaract IJoammla ar the finish the Work m OWf1ERRmeY axes eePedieM in such GansC�NTRACTOR8s satin bl'edliom iudu �herONIRACTOR shag act he mrNlui to receive mry the Cmhem lbcummis. era bakin-or r t1w Cmerem Primeaec6kiu Ifilitimpul lama- nos 14.15.2.A waiver or all davr by CONTRACTOR agates OWNER other than these raimally made in wntrngandaWl lmrCWed. ARTICLE I5 3USPENSION OF WORK AND TERFDNATION OWNER May 3uepand Wad: 15.1. At arty lima and without same. OWNER may mspmd the Work or prtim thermffor a period of net save Nan rdrcty deyyaa by .6. in wraim, to CONTRACTOR and RNGNEER which will fin the dame on which WA will be nu msi. CONTRACTOR alall meson. the Wark on the die m fixed CONTRACTOR anal[ Is, allows] an adjustment in the Contract Rice er an occasion of the Cmuad Time, ar both directly, attributable to airy such aonpvaim if CONTRACTOR makvn an approved claim thvefv sw provided in Articles ❑ cad 12. OWNERMy Tmmdeme: 15.2. Upon the ovmrmce of any one or more of the Mewing wmta: 15.2.1. SCONTRACTORIpersishrttlYRtilewperfmm the Wok m aannlmcc witbh dw Camay Dents (imWd'mg but rw limited to. failure to supply sutRdent skiRml wakes ar suitable mammal, or eeryymmm or failure, to a&. w the podrea schedule emablishcd under paragmph29 as adjusted from time w time ptvusntwpw®afh6.6). 15.22 if CONTRACTOR damomeds Laws or Regulacau of any public body havbgjmiedimiom 152.3. if CONTRACTOR diaegurds the authority of ENGINEER. or 15.2A if CONTRACTOR abstruse; vahmsa in flap substantial way any Mr.. of the Cmbam Deoumema: OWNER may, after giviM CONTRACTOR (ad the steely. if cry seven d wnhm miceand te de estout permmed by laws mad ettatq terminate the sari. efCONTRACTOR on lure CONTRACTOR Imam des die and Wee possession of the Work and of all CONTRACTOR'a tool, appiamx cecrostro men Mnml aral machiovy at the site mid rue the same to full ear they could be ascot by CONTRACTOR (without liability in CONTRACTOR for top. or mnvemee), misestimate in the Wok all reasons ail equipment stew[ at the son or for which OWNER bins yid EICOCOgNHtAt, CONpTOM 19mJ (1990 games) 32 MUNOFFORT wwrbauxxitG90mft ,triune) 153, W ime CONTRACTOWit services have h. so laminated by OWNER On lmminativm will not affect any righte a rcmedi s of OWNER spirit CONTRACTOR then m6aing or which may tlmeafter rtcre. Any retention or payment of moneys due CONTRACTOR by OWNER will not reline CONTRACTOR fin Natality. 15.4, Upon xvcn da)3 written naive to CONTRACTOR anal ENGINEER OWNER may, mecly muse and wihout pmjudice w cry deer rigid a remedyoe, CONTRACTOR elect Ol aball the paid (wit 1n such cave, CONTRACTOR shell he paid (without duel icelian of any items). 15.4.1. forcomplowdandaccepable Wakezavwd in accordance with me Cmtiaa Documents pna to the eHeetiw date of wrmbmtiom including fair end reasonable sums for werlaed and profr ce such Work', 15A.1 fa expenses sustained prim to the aftective date of termtration to performing M. and Surethat labor, materiels or equipment is nttryircd by the Costram Documents th connection with uncompleted Work plus Rascal rrommble sums fins werMad end profd on arch ceases, 15.4.3. for all claim, costs, loses ascot damage incurred in uttlemmt of tummted comacts with Sutmmmeta, Supplier and ahem, ail 15.4.4. for reasonable vipene n dbmdy attributable teamnnam. CONTRACTOR shell not be paid on aceoum cf Ions or anticipated pngta a m or ale ecmasic Imo ancingetil oforrmNitg from such iarminum CONTRACTOR May gap Want or Tmebrah: 15.5. Mumosq;himactorksollfCONTIACTORtha Work is suspended for a period of more then mwaty an mdays by OWNER or undo da or court or other pubbc amhwity, or ENGINEER fails road m my Application for Payment within thnly days spar it u submitted or OWNER fails f dary days te pay CO.ONTRACTOR cry snn lolly ddmnimd m be due, then CONTRACTOR may. upon seem clays' wtilkn notice b OWNER and ENGINEER ad pawidW OWNER a ENGINIsEA no, rem WY wch wspemion or Gilme widrm IMt rime, krminak the Agcement and rcava from OWNER ARTICLE 16—MSPME RESOLUTION If and in tM eaamt Ihnt OWNER and CONTRACTOR have slimed an the method and procedure for resolving diapuks between than than may arise under this Agrc mere, such dispute mmk6m method and procedure. If snyy, shell he as set forth in EdubitGC-A, "Digmae Rosel.6. AgeamenV. W ho modard bottomed mad. a part haaf. If no meh Teemeilt en the method and Ocadur. far raolvim smell cawtaa has been ranched as eiRas my ogunw s, havc under Vre te or by Laws or Reguladots in rasped I.\'ti Y fM FYiLar— I f.. l P i G trial, Nome. I ].1. \Vluaeva ew provision N' the Odeemet Docmnmts rcqutres dre giving of written nmkF it will be deemed to Inv<been vptidly giver if delivered in Mims to the individual or toot member ofthe Gam. a to an of es of the au neramn for whom it ea uuended or ifdoliverW at is cant by omsrad a cadfid mail, pMu m prepaid to the lad burinsaddress known to the giverofthe rmtice. 171. Contoured. ofTimi� 17.11. When say, Mai W of time is refarrd to in IM Command Documents by days, it will be comWted in eselusk the firm and include the Ion day of such period IC the lest day of myy ch pmW fells w e SamrMy or Sunday a m a My made a legal Mods}y' by lire kw oCgw tlppkcaNe Junsdfrioa such daY vrill b armed from then ampmsrim. 1722. A cafndn..by mftwedy-foahwmmeswred from mhhright b tire ram mldried will com1itute a day. Nodm ofCmh n' 173. Should OWNER or CONTRACTOR sift injury a damage to person or pneMmy became, of any error. drison m and of the other May or of any of the other May's emplaraca in wider a others for whose none the W., put, is le ally liable, do. will be mmf in wailing to du other perrythin within. rmsamble ban of ire first abswam< N such ir9ury or damage. The poviuona aIhs perngmph 17.3 droll rot he construed as a mhditme for or a waiver of the provisions of any applicable assume of limitations or rapm e.C.,niamrz Rrmedea, 17.4. The duties and bb ti.. unpaved by in. Geurel Carditicas and the rights and remedies available hemurdu b the pelves had, and, in pmkvlar but without limitation, the onrmnfies, Summaries and b OWNER end ENGINEER thereunder. eon I to, and am not to be, construed in any way as a will he as effective as they apply . Prefnsiowl Fes aunt Cart Comrindankd. 17.5. Wherever refe one us made in 'cleans, cods. to. and rhmagee, it shop uslude in each case, but not be I.AW W all fees and chergm of ergywens mchusets, attorneys and other professionals and ell rnat or mbllrafim m other dilute resolutim aster 176 Thn low the Slats Of IM I' o do to iris Referenceums e ZIZI CoIsRWo Revved_.$I�If{}_[�1{$�.-].p-dQIJ tM Cob'01 ha 1 d b d Uw Wank b Las ewad oC rot Jjg�80 r>ermrt ((ggppyA� of cash Non cfss of labor m dw mveml dessiLmimrs a died andyommm Ieher employed on the mroieci Colorado leba mars uw am IUJLbgIP Cd�akN of IM gkk ofs olasdo a� the erldr..�Wm+ cal withwl t' t q, ale. cr<ed eta mleion or sez i]bZ [f a cldm is filaL OWNEA u rmyjlt�M fw (CRS 38-2t:19'n to withhold Trots all mvmeNs to GONt'RA TOR ,IDfigA hymilk to m d,e pavmmt of ell cUbns fro labor makriota tam lure mesa aster r other OR or his u+ed a emotional by CONIRAO'OR a his PJCOOt)&mRN. WtabDONSmrai fraao6driml 33 rAOIYOFFORT WtLM19MOOIa1CAT10N3Ur6y<ROW) Ca • 7 tawcwwa�u. Wemnots wiox ovsoemwo 34 MattoFFORiwwN9MWNICgnoNY11f6V alloWj • (flue p,g kft bhA ilurnuanally.) 6%,'DCO6NE4N.W MOM19108(1990EJIfm) 35 • • 36 BICDCOB�YCONgIlOtS 191P8(19Pofiafml v an or Hoar ww re n�aouncnnora �axv �n wok EXHIBIT GC -A to General Conditions of the Construction Contract Between OWNER and CONTRACTOR OWNER end CONTRACTOR hereby, ago foal Ankle 16 of the General Conditiene of the Cauuuction Cmo-aa brvem OWNER end CONTRACTOR m Bmmldefl m VIcIUde a1E IOIIOW V$ 0$reemeN Of chin Fafllev'. uder All elaba% dopuma and other minas is bmvan OWNER and CONTRACTOR add% relatingg ro dote Cament Di ctimh on the broach xape fa .Fauns which have them waived by if. a accedence of fined aimed as nownled M any No demand far uo itrnion of.m claim, membe matter that in aamimd to be rofemed in R imaki yy for decision in Accordance with 9.11 eedl h mod. mml the mrlia of (a) the dam tendered by ENGINEER Whom that date. No demand for arbitration of my each claim, dispute a other matter will be made later than tluM1y, days after the date on which ENGINEER hot ordered a wnnun docisian in respect thereof m accadana with paragraph 9A l: and Use War. to &.. d mbi4etion wilhm Wd dmhly dayd peed will ..It in ENOINEER's de aisim being feral ad bbofelI upon OWNER ail CONTRACTOR If ENGINEER remlaa a decision after rubmaUa r pro:cma, laic been mitut d, such decieon may be en ered as evidence but will not w,mwde the arbicetion laccu,din,,, w omawhere we decision is acceptable to the partite concerned No dement for arbitration of any written decision of HNGfNEER rendered in accodonce with paragon 9.10 will be made law then ten days after the punym ' nmh demand hot der w.W written curies of munition to epp-dl m pwvidd In pemgnph 9.10, Notice or the dammd for arbihation will ma with the ache muty to the Ameement any: legal or o EIWCOflV6RAL CONOITIONs 19,0410 90 EElam) MC 09'F0ATC01.UMMOOTFICATI0N9(a[V9991 16.4. F)caPt m provided in pomgoph 165 balder, rim arbitration mining out of a relining in the Camrmt Doaunenne "If ind dcby co mafi,etion,poidn' or in may d}xr yy doer pemn or entity Iumluding INGINEER, E9DZEL Comultant and ere ifacera, WIMit s, . pea employe%9 or ce aaulmma of any of them) who a nd a vadY tothin cw,en unlcm: 16.4.1, the incluaim of such other pawn cranny is "Mmemy if complem ,.tier ie to he aQuded among those who are already parties to theralentiam, and 16.4.2. math oher ornm or may, is suhaanoally, bwotvd ice qucatico of law or fen which is common to than who me elroady lmniaw to the orbitrobou and whiehwill aria in such proomding%and 164.3the wrimn cmved of the other gaud a many awash, to be included end of OWNER and CONTRACTOR haw been amood for each inclusion, which amml dell make specific reference to Uds paragraph: but ro such an m chef continuum rnsm, no arbitration of dry diapum rut apa ificaily dwaibud in .each Colman a to mbitmticn with nay puny not specifically identified in each contend, 16.5. Notwithstanding paragraph 164, if a claim, bop to or We, manor in qu stion belwxn OWNER ad CONTRACTOR awchca the Work of a Subcanlruclor, title, OWNER or CONTRACTOR may jan each, Subc nn Mesapartyrothanrbiaatimodwer OWNER and CONTRACTOR harmMer CONTRACTOR alall include to all aubmmracm required by pmegraph 6AI a specific provision whereby the Suhmrrecta cormcnm to hulne joind is an arbitration hareem OWNER mod CONTRACTOR imoh, the Wad: of such Sudantracar Nation, in tide Mragmph 16.5 tar in do provision of such mbmrowt coneoung to joinder dull come, airy claim, right or cause of man. in favor m' Stibcommutor and Wool OWNER, ENGINEER or 1T'G W EER9 Camsulmna that dab rat OtEE, W lac arvwl. 166 The award rmdmed by the anbarabora will be final, jmun ear may N coded claim 6 in any man having jurisdiction dram[ and it will not be subject to mdlficationorappenl. 167 OWNRR nd CONTRACTOR a ree flat ary shall fuel submit any and ell umctdd cleimR munteminlm% deputy and other meftem a qu c ion between them ruming cut of or roldulg to the Conrad Documm e, or the broach tlemof ('dapums ), In mediation In, the American Arbivation AsaaMticn under the Contraction hdushy Mediation Rules of tla American A,binmm Asswim. prier to either of them imtiatmg ageing the alas a domed far mbiwtim purmwnt to raphe 16A though 16.6. udum delay in motiaWg ntim would irrevocably paluclice arc of the panda The respective Unity and den day time limits within which to We a demad for attention ea Irovidd in plum oplss 16.2 and 163 above dug be a L, dd with Mapect to e dorame eusemod in radiation within three creme applicable time limits and dill mnain wWmded uNil rot days afterthe termination of the mediation. The mdhttar ofmmydia wmbmihdmmdiatkmudathe Agcemmmt dell nd save as maaata of arch digmfe odes dharwac elYccd • 0 Ll PJCDCOENBM1AL COMIIHON9 m" fl"OEdl ) WQ OF FMTCOUMMOOIFICRTIOIB( MQ 0 SECTION 00800 SUPPLEMENTARY CONDITIONS E • time of bid, and only for that portion of the variance in excess of 5 percent. Cost adjustments may be either positive or negative dollar amounts. C. Asphalt cement cost adjustments will not be made for any partial estimate falling wholly after the expiration of contract time. D. Adjustment formula: EP greater than BP: ACCA = (EP — 1.05 BP)(PA) (Q) EP less than BP: ACCA = (EP — 0.95 BP) (PA) (Q) Where_: BP = Average Asphalt Cement pr to the calendar month in A , EP = Average Asphalt Cement price index for the calendar month prior to the calendar month in which the partial estimate pay period ends • PA = Percent of the paving mixture that is asphalt cement. Asphalt Cement content will be determined by the weighted average of all asphalt cement content percentages obtained from the field acceptance tests for that item (Use decimal in formula, e.g.: 0.05.). If Reclaimed Asphalt Pavement (RAP), Reclaimed Asphalt Shingles (RAS), or both is used, the percent of Virgin Asphalt Cement added to the mix will be determined by subtracting the percent of asphalt cement in the RAP, RAS, or both from the percent of asphalt cement in the mix as calculated from Revision of Section 401, Reclaimed Asphalt Pavement and Revision of Section 401 Reclaimed Asphalt Shingles. Q = Increased pay quantity-fo aCl df)3"lfems show s- bve one' • monthly partial pay estimate in Tons. JM Example: Bids are opened on July 16. The BP will be the average of the daily postings for June 1 through June 30. For an estimate cut-off date selected by the Contractor at the Pre -Construction Conference of the 201" of the month a February estimate will include HMA quantities measured from the 219t of January through the 20t" of February, and the EP index used to calculate Addendum 1 -7676 E Lincoln Ave & S Lemay Ave Improvements Page 5 of 6 • SECTION 00800 SUPPLEMENTARY CONDITIONS Conditions of the Contract These Supplementary Conditions amend or supplement the General Conditions of the Construction Contract (EJCDC General Conditions 1910-8, 1990 edition with City of Fort Collins modifications) and other provisions of the Contract Documents as indicated below. SC-5.4.8 Limits of Liability A. Add the following language at the end of paragraph 5.4.8. The limits of liability for the insurance required by the paragraph numbers of the General Conditions listed below are as follows: 5.4.1 and 5.4.2 Coverage A - Statutory Limits Coverage B - $100,000/$100,000/$500,000 5.4.3 and 5.4.5 Commercial General Liability policy will have limits of $1,000,000 combined single limits (CSL). This policy will include coverage for Explosion, Collapse, and Underground coverage unless waived by the Owner. • 5.4.6 The Comprehensive Automobile Liability Insurance policy will have limits of $1,000,000 combined single limits (CSL). 5.4.9 This policy will include completed operations coverage/product liability coverage with limits of $1,000,000 combined single limits (CSL). SC-12.3 Add the following language to the end of paragraph 12.3. Contractor will include in the project schedule zero 0 days lost due to abnormal weather conditions. 0 SECTION 00900 ADDENDA, MODIFICATIONS AND PAYMENT 00950 Contract Change Order 00960 Application for Payment • • • n U SECTION 00950 CHANGE ORDER NO. PROJECT TITLE: E Lincoln Ave & S Lemay Ave Improvements CONTRACTOR: Walsh Construction Inc. PROJECT NUMBER: 7676 DESCRIPTION: 1. Reason for change: 2. Description of Change: 3. Change in Contract Cost: 4. Change in Contract Time: ORIGINAL CONTRACT COST $ .00 TOTAL APPROVED CHANGE ORDER .00 TOTAL PENDING CHANGE ORDER .00 TOTAL THIS CHANGE ORDER .00 TOTAL % OF THIS CHANGE ORDER % TOTAL C.O% OF ORIGNINAL CONTRACT % ADJUSTED CONTRACT COST $ .00 (Assuming all chance orders approved) ACCEPTED BY: DATE: Contractor's Representative ACCEPTED BY: Project Manager REVIEWED BY: Title: APPROVED BY: Title: APPROVED BY: Purchasing Agent over $30,000 cc: City Clerk Contractor Engineer Project File Architect Purchasing DATE: DATE: DATE: DA Dzzzm zoowz <020 }�xwm�/ )! hi - . ! ! r! f ° _ \ \ |a - \ 2it«» § a® ! \\ �\ ) \ { \ 0 k !! 2 ƒz Eof § fi _ 4g ; < $$ f - _ / \ ( ) k §\} 2 ! - |)k | / } � LA 0 • • J � C U a 0 d m N (7 �°�o« o o o o o 0000000000000000000000000 W o ~ O » w 6 ici� �w 6 6 ow w ciC:; o� w �w w C56 ow ow w w 6 6 6 6 N y n ou C 1 !! O O � a �000000000000000000000000000000 w o000000000000000000000000000000 000000000000000000000000000000 3uoQ 2 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 o c o o c N O O o 0 0 0 o 0 o 0 0 0 0 0 0 0 0 0 0 6 6 6 6 6 6 o00000000000000000000000000000 6 6 6 6 6 6 r Z o` 3i E v m w UaM y � a a �000000000000000000000000000000 0 a 0 0 0 0 0 0 0 0 0 0 0 0 0 0 °oc0000000000000000000000000000 d 6 6 6 6 6 6 6 6 6 6 6 6 Y y Q i9 f9 fA f9 fA fA f9 t9 fA t9 fA fA k9 f9 w fA E9 ER t9 t9 t9 t9 t9 (A t9 fA fA fA l9 F9 O >E> O N UF-o i O �000000000000000000000000000000 00000000006 E00000000000000000000000000c000 cs 666006666666666666 w w w w w w w w w w w w w w w w w w w w w w w w w w w wen(» Q r � •c a N C C Z 41 O n¢ ° C a U � o Z n O o U � a m a m E Z 2 0 _ 'm 0 a w W O a y000000000000000000000000000000 00 ¢ yv o--000000000000000000000000000000 00 D_ °EF-10d000000dood6666666o66d6666cdoo O,»e»d. 00 HW ds e»ere»e»m`n e. e»fnMMMMMMMMMMMMMMMMM (»» w `o � y ° x o g a oo 0000000000000000000000000000 00 o000000000000000000000000000000 00 w 000000000000000000000000000000 00 Z O p O O O �000000000000000000000000000000 00 W a �000000000000000000000000000000 00 O oS>>� ¢ m m U Uaa � O a a ¢ �000000000000000000000000000000 00 w 060o660000000oo6o6coo6000000000 000000000000000000000000000000 00 00 O p O y C U12° O �000000000000000000000000000000 00 00 o'000000000000000000000000000000 00000000000000000000000000000�0� omom �a r D w c� J O UWW K O (no F 0 o a0 ~ O w a F O � a m°«E E _ m z • • LL � C O W S L U O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O pp O O pp Q OC~ a t9 df f9 f9 fA lA di f9 di difA fA difAl9 f9 f9 fA f9 fR E9 dl f9 f9 di Mfg t9 f9 f9 iR a • 0 LINCOLN AND LEMAY IMPROVEMENT PROJECT PROJECT SPECIAL PROVISIONS PROJECT AND STANDARD SPECIAL PROVISIONS E. LINCOLN AVE. AND S. LEMAY AVE. IMPROVEMENT PROJECT • Ll LINCOLN AND LEMAY IMPROVEMENT PROJECT PROJECT SPECIAL PROVISIONS • PROJECT SPECIAL PROVISIONS E. LINCOLN AVE AND S. LEMAY AVE IMPROVEMENT PROJECT The Colorado Division of Transportation's 2011 Standard Specifications for Road and Bridge Construction controls construction of this project. The following special provisions supplement or modify the Standard Specifications and take precedence over the Standard Specifications and plans. When specifications of special provisions contain both English units and S1 units, the English units apply and are the specification requirement, Other Technical Standards and Specifications that support this work are as follows in the order of importance: Latimer County Urban Area Street Standards (LCUASS); Fort Collins Stormwater Standards, and the latest revision of the "Manual on Uniform Traffic Control Devices for Streets and Highways" (MUTCD). These documents are not included in the contract documents, but may be obtained at the appropriate City or District Departments. It shall be the Contractors responsibility to purchase and familiarize themselves with all the standard specifications. PROJECT SPECIAL PROVISIONS Item Page Index Pages 2 Notice to Bidders 6 Commencement & Completion of Work 7 Revision of Section 101 - Definition of Terms 8 Revision of Section 102 — Bidding Requirements & Conditions - 10 • Revision of Section 105 - Control of Work 13 Revision of Section 107 — Performance of Safety Critical Work 14 Revision of Section 107 — Insurance 16 Revision of Section 108 — Prosecution and Progress 17 Revision of Section 202 - Removal of Trees, Shrubs and Stumps 22 Revision of Section 202 — Removal of Pipe 24 Revision of Section 202—Removal of Bollard 25 Revision of Section 202 — Removal of Pavement Markings 26 Revision of Section 202 — Removal of Concrete Irrigation Structure 27 Revision of Section 202 — Removal of Sidewalk 28 Revision of Section 202 — Removal of Curb & Gutter 29 Revision of Section 202 — Removal of Concrete Pavement 30 Revision of Section 202 - Removal of Asphalt Mat 31 Revision of Section 202 — Removal of Barricade 32 Revision of Section 203 — Proof Rolling 33 Revision of Section 207— Topsoil 34 Revision of Section 208 — Erosion Control 37 Revision of Section 209 — Watering and Dust Palliatives 38 Revision of Section 210 — Reset Ripmp 39 Revision of Section 210 — Reset Fire Hydrant 40 Revision of Section 211 — Dewatering 41 Revision of Section 212 — Seeding, Fertilizer, Soil Conditioner, and Sodding 43 Revision of Section 213 — Mulching 46 • Revision of Section 214—Planting 50 LINCOLN AND LEMAY IMPROVEMENT PROJECT PROJECT SPECIAL PROVISIONS • Revision of Section 306—Reconditioning 53 Revision of Section 601— Structural Concrete 54 Revision of Section 608 — Sidewalks and Bikeways 55 Revision of Section 608 — Concrete Curb Ramp 57 Revision of Section 609 — Curb and Gutter 59 Revision of Section 610—Median Cover Material 60 Revision of Section 623 — Irrigation Systems 61 Revision of Section 627—Pavement Marking 64 Revision of Section 630 — Construction Zone Traffic Control 65 Traffic Control Plan — General 66 Utilities 68 is 0 AC CA will be the average of the daily postings for January 1 • through January 31 as established by CDOT) E. Cost adjustment will not be made for the quantity of any item that is left in place at no pay or for material removed and replaced at the Contractor's expense. F. Cost adjustments will not be made to items of work added to the Contract by Change Order after the award of the Contract. G. The asphalt cement cost adjustment will be the sum of the individual adjustments for each of the pay items shown above. No adjustment will be made for asphalt cement costs on items other than those shown above. H. Asphalt cement cost adjustments resulting in an increased payment to the Contractor will be paid for under the planned force account item: Asphalt Cement Cost Adjustment. Asphalt cement cost adjustments resulting in a decreased payment to the Contractor will be deducted from monies owed the Contractor. • • Addendum 1 — 7676 E Lincoln Ave & S Lemay Ave Improvements Page 6 of 6 LINCOLN AND LEMAY IMPROVEMENT PROJECT PROJECT SPECIAL PROVISIONS • STANDARD SPECIAL PROVISIONS Item Date No. of Paees Revision of Section 103 - Escrow of Proposal Documentation (May 5, 2011) 2 Revision of Section 105 - Disputes and Claims for Contract (January 31, 2013) 31 Adjustments Revision of Section 105 - Violation of Working Time Limitation (February 3, 2011) 1 Revision of Section 106 - Certificates of Compliance and Certified (February 3, 2011) 1 - Test Reports Revision of Section 107 - Project Payrolls (May 2, 2013) 1 Revision of Section 107 - Responsibility for Damage Claims, (February 3, 2011) 1 Insurance Types, and Coverage Limits Revision of Section 107 - Transfer of Stormwater Permit (April 26, 2012) 1 to the Contractor Revision of Section 108 -Critical Path Method (August 19, 2011) 1 Revision of Section 108 - Liquidated Damages (May 2, 2013) 1 Revision of Section 108 - Subletting of Contract (January 31, 2013) 1 Revision of Section 109 - Compensation for Compensable Delays (May 5, 2011) 1 Revision of Section 109- Fuel Cost Adjustment (February 3, 2011) 2 Revision of Section 109 - Measurement of Quantities (February 3, 2011) I Revision of Section 109-Measurement of Water (January 6, 2012) 1 Revision of Section 109-Prompt Payment (January 31, 2013) 1 Revision of Section 203, 206, 304, 613 - Compaction (July 19, 2012) 2 Revision of Section206- Structure Backfill (Flow -Fitt) (April 26,.2012) 2 Revision of Section 208- Erosion Log (January 31, 2013) 1 Revision of Section 212 - Seed (April 26, 2012) 1 Revision of Section 213 - Mulching (January 31, 2013) 4 Revision of Section 250 - Environmental, Health and Safety (July 19, 2012) 1 Management Revision of Section 412-Portland Cement Concrete Pavement (February 3, 2011) 1 Finishing Revision of Section 212, 601, 711 - Liquid Membrane -Forming (May 5, 2011) 1 Compounds for Curing Concrete Revision of Section 601 -Concrete Batching (February 3, 2011) 1 Revision of Section 601 - Concrete Finishing (February 3, 2011) 1 Revision of Section 601 - Concrete Form and Falsework Removal (July 28, 2011) 2 Revision of Section 601 - Concrete Slump Acceptance (July 29, 2011) 1 Revision of Section 601 - Depositing Concrete Under Water (May 2, 2013) 1 Revision of Section 601 - Fiber Reinforced Concrete (May 2, 2013) 1 Revision of Section 603, 624, 705 - Drainage Pipe (April 26, 2012) 2 Revision of Section 703 - Concrete Aggregate (July 28, 2011) 1 Revision of Section 712 - Water for Mixing or Curing Concrete (February 3, 2011) 1 Affirmative Action Requirements - Equal Employment Opportunity (February 3, 2011) 10 Disadvantaged Business Enterprise - Definitions and Requirements (February 3, 2011) 14 Minimum Wages Colorado, U.S. Department of Labor General (January 4, 2013) 56 Decision Numbers C0130016 thin C0130024, Highway Construction Statewide On the Job Training (July 29, 2011) 3 Parmering Program (February 3, 2011) 1 • Required Contract Provisions - Federal -Aide Construction Contracts (July 19, 2012) 14 LINCOLN AND LEMAY IMPROVEMENT PROJECT PROJECT SPECIAL PROVISIONS PROJECT SPECIAL PROVISIONS • 0 0 • • LINCOLN AND LEMAY IMPROVEMENT PROJECT PROJECT SPECIAL PROVISIONS NOTICE TO BIDDERS The proposal guaranty shall be certified check, cashier's check or bid bond in the amount of 5 percent of the Contractor's total bid. Pursuant to subsections 102.04 and 102.05, it is recommended that bidders on this project review the work site and plan details with an authorized City of Fort Collins representative. Prospective bidders shall contact the following authorized City representatives at least 12 hours in advance of the time they wish to go over the project: PROJECT MANAGER Rick Richter Engineering Department City of Fort Collins 281 North College Ave Fort Collins, CO 80524 Office Phone: (970)221-6605 Email: rrichter@fcvov.com PROJECT ENGINEER Tracy Dyer Engineering Department City of Fort Collins 281 North College Ave Fort Collins, CO 80524 Office Phone: (970)222-0855 Email: tdver(a7fcaov.com The above referenced individuals are the only representatives of the City of Fort Collins with authority to provide any information, clarification, or interpretation regarding the plans, specifications, and any other contract documents or requirements. All questions shall be directed to the City of Fort Collins contacts listed above and must be submitted 7 full business days prior to the bid opening. Final questions and answers will be posted no later than Tuesday morning of bid opening week. LINCOLN AND LEMAY IMPROVEMENT PROJECT PROJECT SPECIAL PROVISIONS COMMENCEMENT AND COMPLETION OF WORK • The Contractor shall commence work under the Contract on or before the 5th day following Contract execution or the 20th day following the date of award, whichever comes later, unless such time for beginning the work is changed by the Project Engineer in the "Notice to Proceed." The Contractor shall complete all work within 70 calendar days in accordance with the "Notice to Proceed." Section 108 of the Standard Specifications is hereby revised for this project as follows: Subsection 108.03 shall include the following: The Contractor's progress schedule may be a Bar Chart Schedule. Salient features to be shown on the Contractor's Progress Schedule are: (1) Mobilization (2) Construction Surveying (By City Forces) (3) Construction Traffic Control (4) Erosion Control (5) Removals and Adjustments (6) Roadway Earthwork (7) Simon Sewer Improvements (8) Utility Stubs (9) Utility Coordination and Relocations (10) Curb, Gutter and Sidewalk (11) Concrete Pavement (12) Asphalt Pavement (13) Seeding (14) Landscaping Restoration (15) Signing and Striping (By City Forces) (16) Traffic Signals (By City Forces) (17) Cleanup and punch list • 0 LINCOLN AND LEMAY IMPROVEMENT PROJECT PROJECT SPECIAL PROVISIONS • REVISION OF SECTION 101 DEFINITIONS OF TERMS Section 101 of the Standard Specifications is hereby revised for this project as follows: Subsection 101.01, Abbreviations, line 25 is deleted and replaced with the following: CDOT Colorado Department of Transportation or The City of Fort Collins, as applicable. Subsection 101.10, CDOT Resident Engineer, is deleted and replaced with the following: 101.10 CDOT Resident Engineer. The City of Fort Collins acting either directly or through an authorized representative, who is responsible for the project's engineering and administrative supervision. In subsection 101.17, Contract, delete the first paragraph and replace with the following: 101.17 Contract. The written agreement between the City of Fort Collins and the Contractor setting forth the obligations of the parties for the performance of work and the basis of payment. Subsection 101.23, Contractor, is deleted and replaced with the following: 101.23 Contractor. The individual, firm, or corporation contracting with the City of Fort Collins for performance of prescribed work. Subsection 101.25, County, is deleted and replaced with the following: 101.25 County. The City of Fort Collins acting through its authorized representative. The City of Fort Collins and City will be interchangeable in this Contract. Subsection 101.28, Department, is deleted and replaced with the following: 101.28 Department The City of Fort Collins. Subsection 101.29, Engineer, is deleted and replaced with the following: 101.29 Engineer. The City of Fort Collins acting directly or through an authorized representative, who is responsible for engineering and administrative supervision of the projea. The terms Engineer, Project Engineer, and Project Manager will be interchangeable in this contract. Subsection 101.36, Holidays, is deleted and replaced with the following: 101.36 Holidays. Holidays recognized by the City of Fort Collins are: New Year's Day Dr. Martin Luther King, Jr.'s Birthday (observed) President's Day Memorial Day Independence Day Labor Day Veteran's Day 0 LINCOLN AND LEMAY IMPROVEMENT PROJECT PROJECT SPECIAL PROVISIONS REVISION OF SECTION 101 DEFINITIONS OF TERMS Thanksgiving Day Day after Thanksgiving Christmas Day When New Year's Day, Independence Day, or Christmas Day fall on a Sunday, the following Monday shall be considered a holiday. When one of these days falls on a Saturday, the preceding Friday shall be considered a holiday. Subsection 101.39, Laboratory, is deleted and replaced with the following: 101.39 Laboratory. The testing laboratory designated by the City of Fort Collins or any other testing laboratory that may be designated by the Engineer. in subsection 101.48, Preconstmction Conference, delete CDOT and replace with City of Fort Collins. Subsection 101.51, Project Engineer, is deleted and replaced with the following: 101.51 Project Engineer. The Engineer's duly authorized representative who may be a City employee or an employee of a consulting engineer (consultant) under contract to the City of Fort Collins as defined below: (a) The City of Fort Collins Project Engineer. The City of Fort Collins's duly authorized representative who is in direct charge of the work and is responsible for the administration and satisfactory completion of the . project under contract. (b) Consultant Project Engineer. The consultant's employee under the responsible charge of the consultant's Professional Engineer who is in direct charge of the work and is responsible for the administration and satisfactory completion of the project. The Consultant Project Engineer's duties are delegated by the Project Engineer in accordance with the scope of work in the consultant's contract with the City. The Consultant Project Engineer is not authorized to sign or approve Contract Modification Orders. Subsection 101.58, Region Transportation Director, is deleted. In subsection 101.76, State, State shall mean The City of Fort Collins, Larimer County, Colorado where applicable. 11 LINCOLN AND LEMAY IMPROVEMENT PROJECT PROJECT SPECIAL PROVISIONS • REVISION OF SECTION 102 BIDDING REQUIREMENTS AND CONDITIONS Section 102 of the Standard Specifications is revised as follows: Subsection 102.04, Interpretation of Plans and Specifications, is deleted and replaced with the following: 102.041nterpretation of Plans and Specifications Any change to proposal forms, plans, or specifications prior to the opening of proposals will be issued by the City of Fort Collins by mail or email to all holders of proposal forms. Certain individuals are named in the project specifications who have the authority to provide information, clarification or interpretation to bidders prior to opening of proposals. Information obtained from persons other than those named individuals is invalid and shall not be used for bidding purposes. In Subsection 102.05, Examination of Plans, Specifications, Special Provisions, and Site of Work, the following is included after the final (fifth) paragraph: The project Construction Documents and supporting information will be available for review until the date set for opening of bids at the following locations: 1. Online at the City of Fort Collins Buy speed Webpage, www.fceov.com/eymeu ment 2. City of Fort Collins Purchasing Department, 215 N Mason Street, 2"a Floor, Fort Collins, Colorado 80524 Subsections 102.06, Preparation of Proposal, and 102.07, Irregular Proposals, are deleted and replaced with the following: 102.06 Preparation of Proposal The bidder shall submit the proposal (bid) upon the farms furnished by the City of Fort Collins. The bidder shall submit completed CDOT Forms 606 and 714 with their bid or the bid will be rejected. The bidder shall specify a unit price for each pay item for which a quantity is given and shall also show the mathematical products of the respective unit prices and the estimated quantities in the column provided for that purpose, together with the total amount of the bid obtained by adding such mathematical products. All the entries shall be in ink or typewritten. When the bid contains an alternative pay item, which has been approved by the City of Fort Collins, the choice of that item by the bidder shall be indicated in accordance with the specifications for that particular item. No further choices will be permitted. The Contractor's bid must be signed in ink by an individual with legal authority to bind the Contractor. Such an individual includes the owner of a sole proprietorship, one of more partner members of partnership, one or more authorized members or officers of each firm representing a joint venture, the president or vice-president of a corporation, or an authorized agent of the Contractor. Anyone signing as agent for a Contractor must file with the City of Fort Collins written evidence of such authority. (a) Proposal Guaranty. A proposal will not be read and will be rejected unless accompanied by a guaranty of the character and in an meant not less than the amount indicated in the "INSTRUCTIONS TO BIDDERS" statement, found in the Special Provisions portion of the bidding documents. If the proposal Guaranty is a bid bond, the bid bond will be in the format presented in the proposal. No other wording will be accepted. 0 10 LINCOLN AND LEMAY IMPROVEMENT PROJECT PROJECT SPECIAL PROVISIONS REVISION OF SECTION 102 BIDDING REQUIREMENTS AND CON (b) Delivery of Bids. Each bid shall be submitted separately in a sealed envelope to the City of Fort Collins by mail, personal delivery, or messenger service at the location indicated in the invitation for bids. The envelope shall be clearly labeled to identify it as a bid for the subject public project. The sealed bid shall be addressed to: City of Fort Collin Purchasing Division 215 N Mason Street, 2"" Floor Fort Collins, Colorado 80524 All bids shall be filed at the place specified in the invitation for bids and prior to the time specified therein. Bids received after the time for opening of bids will be returned to the Contractor unopened. (c) Withdrawal of Bids Prior to Bid Opening. Prior to bid opening, a Contractor may withdraw or revise a bid after it has been deposited with the City. Withdrawal of bids may be made either in writing or in person; however, any bid withdrawn for the purpose of revision must be re -deposited before the time set forth for opening of bids in the invitation for bids. A bid may not be withdrawn after the time set for opening of bids. Before a bid may be withdrawn, proper identification and verification of the authority of the individual requesting to withdraw shall be obtained. The fact of such withdrawal shall be documented, in writing, by the City. (d) Receiving Bids. Sealed bids will be received by The City of Fort Collins at the place specified in the ' invitation for bids until the time and date specified in the invitation for bids. Bids most be submitted to The City of Fort Collins in a manner that ensures that The City of Fort Collins receives a complete bid with original signatures), including submission by U.S. mail, personal delivery, or messenger service. Bids submitted in a manner that results in The City of Fort Collins receiving an incomplete bid, a bid without original signatme(s), or a bid not in the approved form, including submission by telephone, facsimile machine, telegram or mailman, will not be accepted or considered but will be rejected. (e) Opening of Bids. Bids shall be opened and read publicly at the time and place specified in the invitation for bids. Such opening shall be performed by an authorized employee of The City of Fort Collins in the presence of at least one witness. Contractors, their authorized agents, and other interested parties we invited to be present. (f) Rejection of Individual Bids. Individual bids may be rejected for any of the following reasons: I . If the Contractor fails to submit completed CDOT Forms 606 and 714. 2. If the bid is on a form other than that prescribed by The City of Fort Collins, if the form is altered or any part thereof is detached or if the form does not contain original signatures. 3. If there we unauthorized additions, conditional or alternate bids, or irregularities of any kind which may tend to make the bid incomplete, indefinite, or ambiguous. 4. If the Contractor fails to acknowledge in the bid that it has received all addenda (if any) current on the date of opening the bids. 5. If the bid does not contain a unit price for each pay item listed except in the case of authorized alternative pay items, the mathematical products of the respective unit prices, and the estimated quantities, and the total amount of the bid obtained by adding such mathematical products. 6. If the City of Fort Collins determines that any of the unit bid prices are materially unbalanced to the potential detriment of The City of Fort Collins. There are two types of unbalanced bids: (1) 11 0 LINCOLN AND LEMAY IIAPROVEMENT PROJECT PROJECT SPECIAL PROVISIONS REVISION OF SECTION 102 BIDDING REQUIREMENTS AND CONDITIONS mathematically unbalanced and, (2) materially unbalanced. The mathematically unbalanced bid is a bid containing lump sum or unit pay items which do not reflect reasonable actual costs plus a reasonable proportionate share of the bidder's anticipated profit, overhead costs, and other indirect costs, but not necessarily to the detriment of The City of Fort Collins. These costs shall all relate to the performance of the items in question. The materially unbalanced bid is a mathematically unbalanced bid which The City of Fort Collins determines leaves reasonable doubt that award will result in the lowest ultimate cost to The City of Fort Collins, or that award is in the public interest. 7. If the Contractor submitting the bid is affiliated with another contractor that has submitted a bid on the same public project. 8. If the Contractor submitting the bid has been asked in writing to show why it should not be found in default on a City of Fort Collins contract. 9. If the Contractor submitting the bid has had its prequalification by the Colorado Department of Transportation and/or The City of Fort Collins revoked, or if the contractor submitting the bid is currently under debarment or suspension by the Colorado Department of Transportation and/or The City of Fort Collins. The City of Fort Collins reserves the right to reject any or all bids, to waive technicalities, to further negotiate price, scope of work, terms, and conditions with the successful bidder, or to advertise for new bids, if, in the judgment of the City, the best interests of the City will be promoted thereby. • 0 12 LINCOLN AND LEMAY IMPROVEMENT PROJECT PROJECT SPECIAL PROVISIONS REVISION OF SECTION 105 CONTROL OF WORK Section 105 of the Standard Specifications is hereby revised for this project as follows: Subsection 105.22 shall be revised as follows: The Colorado Department of Transportation will not participate in the resolution for any claims filed by the contractor. 0 13 0 • CONTRACT DOCUMENTS TABLE OF CONTENTS Section Pages BID INFORMATION 00020 Notice Inviting Bids 00020-1 - 00020-2 00100 Instruction to Bidders 00100-1 - 00100-9 00300 Bid Form 00300-1 - 00300-3 00400 Supplements to Bid Forms 00400-1 00410 Bid Bond 00410-1 - 00410-2 00420 Statements of Bidders Qualifications 00420-1 - 00420-3 00430 Schedule of Major Subcontractors 00430-1 CONTRACT DOCUMENTS 00500 Agreement Forms 00500-1 00510 Notice of Award 00510-0 00520 Agreement 00520-1 - 00520-6 00530 Notice to Proceed 00530-1 00600 Bonds and Certificates 00600-1 00610 Performance Bond 00610-1 - 00610-2 00615 Payment Bond 00615-1 - 00615-2 00630 Certificate of Insurance 00630-1 00635 Certificate of Substantial Completion 00635-1 00640 Certificate of Final Acceptance 00640-1 • 00650 Lien Waiver Release (Contractor) 00650-1 - 00650-2 00660 Consent of Surety 00660-1 00670 Application for Exemption Certificate 00670-1 - 00670-2 CONDITIONS OF THE CONTRACT 00700 General Conditions 00700-1 - 00700-34 Exhibit GC -A GC -Al - GC-A2 00800 Supplementary Conditions 00800-1 - 00800-2 00900 Addenda, Modifications, and Payment 00900-1 00950 Contract Change Order 00950-1 - 00950-2 00960 Application for Payment 00960-1 - 00960-4 SPECIFICATIONS n f� LINCOLN AND LEMAY IMPROVEMENT PROJECT PROJECT SPECIAL PROVISIONS . REVISION OF SECTION 107 PERFORMANCE OF SAFETY CRITICAL WORK Section 107 of the Standard Specifications is revised as follows: Add subsection 107.061 immediately following subsection 107.06 as follows: 107.061 Performance of Safety Critical Work. The following work elements are considered safety critical work for this project: (I) Work requiring the use of cranes or other lifting equipment. (2) Temporary works: falsework and shoring that exceeds 5 feet in height. The Contractor shall submit, for record purposes only, an initial detailed construction plan that addresses safe construction of each of the safety critical elements. When the specifications already require an erection plan or a bridge removal plan, it shall be included as a part of this plan. The detailed construction plan shall be submitted two weeks prior to the safety critical element conference described below. The construction plan shall be stamped "Approved for Construction- and signed by the Contractor. The construction plan will not be approved by the Engineer. The Construction Plan shall include the following: (1) Safety critical element(s) for which the plan is being prepared. (2) Contractor or subcontractor responsible for the plan preparation and the work. (3) Schedule, procedures, equipment, and sequence of operations, that comply with the working hour limitations. (4) Temporary works required: falsework, bracing, shoring, etc. (5) Additional actions that will be taken to ensure that the work will be performed safely. (6) Names and qualifications of workers who will be in responsible charge of the work: a. Years of experience performing similar work b. Training taken in performing similar work c. Certifications earned in performing similar work (7) Names and qualifications of workers operating cranes or other lifting equipment a. Years of experience performing similar work b. Training taken in performing similar work c. Certifications earned in performing similar work (8) The construction plan shall address how the Contractor will handle contingencies such as: a. Unplanned events (Storms, traffic accidents, etc.) b. Structural elements that don't fit or line up c. Replacement of workers who don't perform the work safely d. Equipment failure e. Other potential difficulties inherent in the type of work being performed (9) Name and qualifications of Contractor's person designated to determine and notify the Engineer in writing when it is safe to open a route to traffic after it has been closed for safety critical work. (10) Bridge erection plan when submitted as required elsewhere by the specifications. Plan requirements that overlap with above requirements may be submitted only once. 0 14 LINCOLN AND LEMAY IMPROVEMENT PROJECT PROJECT SPECIAL PROVISIONS REVISION OF SECTION 107 . PERFORMANCE OF SAFETY CRITICAL WORK A safety critical element conference shall be held two weeks prior to beginning construction on each safety critical element. The Engineer, the Contractor, the safety critical element subcontractors, and the Contractor's Engineer shall attend the conference. Required pre -erection conference may be included as a part of this conference. After the safety critical element conference, and prior to beginning work on the safety critical element, the Contractor shall submit a final construction plan to the Engineer for record purposes only. The Contractor's Engineer shall sign and seat temporary works, such as falsework, shoring, etc., related to construction plans for the safety critical elements, (1) Work requiring the use of cranes or other lifting equipment and (2) Temporary Work. The final construction plan shall be stamped "Approved for Construction" and signed by the Contractor. The Contractor shall perform safety critical work only when the Engineer is on the project site. The Contractor's Engineer shall be on site to inspect and provide written approval of safety critical work for which he provided signed and sealed construction details. Unless otherwise directed or approved, the Contractor's Engineer need not be on site during the actual performance of safety critical work, but shall be present to conduct inspection for written approval of the safety critical work. When ordered by the Engineer, the Contractor shall immediately stop safety critical work that is being performed in an unsafe manner or will result in an unsafe situation for the traveling public. Prior to stopping work, the Contractor shall make the situation safe for work stoppage. The Contractor shall submit an acceptable plan to correct the unsafe process before the Engineer will authorize resumption of the work. When ordered by the Engineer, the Contractor shall remove workers from the project that are performing the safety critical work in a manger that creates an unsafe situation for the public in accordance with subsection 108.05. Should an unplanned event occur or the safety critical operation deviate from the submitted plan, the Contractor shall immediately cease operations on the safety critical element, except for performing any work necessary to ensure worksite safety, and provide proper protection of the work and the traveling public. If the Contractor intends to modify the submitted plan, he shall submit a revised plan to the Engineer prior to resuming operations. All costs associated with the preparation and implementation of each safety critical element construction plan will not be measured and paid for separately, but shall be included in the work. Nothing in the section shall be construed to relieve the Contractor from ultimate liability for unsafe or negligent acts or to he a waiver of the Colorado Governmental immunity Act on behalf of the Department. All costs associated with the preparation and implementation of each safety critical work element construction plan and meeting will not be measured or paid for separately, but shall be included in the work. 15 0 LINCOLN AND LEMAY IMPROVEMENT PROJECT PROJECT SPECIAL PROVISIONS • REVISION OF SECTION 107 INSURANCE Section 107 of the Standard Specifications is revised as follows: Subsection 107.18 is hereby revised as follows: For this project all insurance certificates shall name The City of Fort Collins and the Colorado Department of Transportation as an additionally insured party. • 0 16 LINCOLN AND LEMAY IMPROVEMENT PROJECT PROJECT SPECIAL PROVISIONS REVISION OF SECTION 108 • PROSECUTION AND PROGRESS Section 108 of the Standard Specifications is revised as follows: Subsection 108.03, shall include the following: Project Meetings A. Pre -Construction Conference: A Pre -Construction Conference will be held after Notice of Award and before the Notice to Proceed. The date, time and location will be determined after Notice of Award. The conference shall be attended by: 1. Contractor and Contractor's Superintendent a. Contractor shall designate/introduce Superintendent b. At this time the Superintendent will be expected to show that he has sufficient knowledge of the specifications and plans to orchestrate and coordinate the construction activities for thisjob. 2. Contractor's Subcontractors a. Contractor shall designate/introduce major Subcontractor's supervisors assigned to the project. 3. Engineer 4. Owner 5. Others as required by the Contractor, City, or Engineer. Unless previously submitted to the City, the Contractor shall bring m the conference a tentative schedule of the construction project. Shop drawings and other submittals shall be included in the schedule. Any submittals • requiring long lead times and therefore must be expedited shall be submitted at the pre -construction conference, or as soon thereafter as possible. The purpose of the conference is to designate responsible personnel and establish a working relationship. Matters requiring coordination will be discussed and procedures for handling such matters established. The agenda will include: 1. Contractor's tentative Schedule a. The Contractor shall submit a detailed project schedule showing milestones and the critical path for the Lincoln and Lemay Improvement project. This schedule shall be agreed to by both the City and the Contractor. It shall be made in writing and signed by both parties. 2. Permit applications and submittals, including Dewatering Permit, and Erosion and Sediment Control Plan. 3. Transmittal, review and distribution of Contractor's submittals. 4. Processing application for payment. 5. Maintaining record documents. 6. Field decision and change orders. 7. Use of premises, office and storage areas, staging areas, security, housekeeping, and City's needs. 8. Proposed daily construction hours for the City's approval 9. Designation of access routes and parking. 10. Contractor's assignment of safety and first aid. B. Construction Progress Meetings: Progress meetings will be conducted weekly or at some other frequency, if approved by the City. These meetings shall be attended by the City, the Engineer, the Contractor's representative and any others invited by these people. 17 0 LINCOLN AND LEMAY IMPROVEMENT PROJECT PROJECT SPECIAL PROVISIONS • REVISION OF SECTION 108 PROSECUTION AND PROGRESS The Engineer will conduct the meeting and the Engineer will arrange for keeping the minutes and distributing the minutes to all persons in attendance. The agenda of these project meetings will include construction progress, the status of submittal reviews, and the status of information requests, critical work sequencing, review of strategies for connections into existing facilities, status of field orders and change orders, and any general business. The Contractor will prepare a `two week look ahcad" schedule to facilitate coordination of work items. The schedule shall be monitored closely during construction and may be updated by written agreement of the parties as changes occur in the project progress. If the milestones are not met, the City may utilize the remedies provided in the General Conditions as well as any other remedy provided by the Contract Documents in provided by law or equity. The City may also assess liquidated damages as outline in Article 2, Section 3.2 of the Agreement. The Engineer or Engineer's Field Representative and Contractor shall agree to weekly quantities at the progress meetings. The weekly quantity sheets shall be signed by both parties. These quantity sheets, when signed, shall be final and shall be the basis for the monthly progress estimates. This process ensures accurate monthly project pay estimates. C. The Engineer may hold coordination conferences, in be attended by all parties involved, when the • Contractor's operations affect or are affected by the work of others. 1. Contractor shall participate in such conferences accompanied by Subcontractors as required by the Engineer. Construction Schedules A. The Contractor shall prepare a detailed schedule of all construction operations and procurement after review of tentative schedule by parties attending the pre -construction conference. This schedule will show how the Contractor intends to meet the milestones set forth. 1. No work is to begin at the site until City's acceptance of the Construction Progress Schedule and Report of delivery of equipment and materials. B. Format and Submissions 1. Prepare construction and procure schedules in a graphic format suitable for displaying scheduled and actual progress. 2. Submit two copies of each schedule to City for review. i. Owner will return one copy to Contractor with revisions suggested or necessary for coordination of the Work with the needs of City or others. ii. The Contractor will be required to submit a weekly progress schedule showing work to be completed, labor, equipment, work hours and methods of construction for the upcoming week. This schedule will be required every week during the weekly progress meeting in a daily calendar format. 3. The schedule most show how the roadway and underground utilities work will be coordinated. 0 18 LINCOLN AND LEM" IMPROVEMENT PROJECT PROJECT SPECIAL PROVISIONS REVISION OF SECTION 108 . PROSECUTION AND PROGRESS C. Content 1. Construction Progress Schedule i. Show the complete work sequence of construction by activity and location. ii. Show changes to traffic control. iii. Show project milestones. 2. Equipment, Materials and Submittals Schedule i. Show delivery status of critical and major items of equipment and materials ii. Include a critical path schedule for Shop Drawings, tests, land closures, and other submittal requirements for equipment and materials. D. City's Responsibility 1. City's review is only for the purpose of checking conformity with the Contract Documents and assisting the Contractor in coordinating the Work with the needs of the Project. 2. It is not to be construed as relieving contractor from any responsibility to detemtine the means, methods, techniques, sequences and procedures of construction. Modifications to Time of Completion in the Approved Schedule The date of beginning and the time for completion of the work are essential conditions of the Contract Documents and the work embraced shall be commenced on a dated specified in the Notice to Proceed. The Contractor will proceed with the work at such rate of progress to ensure fullcompletion within the contract • time. It is expressly understood and agreed by and between the Contractor and the City that the contract time for completion of the work described herein is a reasonable time, taking into consideration the climatic and other factors prevailing in the locality of the work. Every effort shall be made by the Contractor to complete the project within the "Contract Time" shown in the proposal. The "Contract Time" anticipated "Normal" weather and climate conditions in and around the vicinity of the Project site during the times of year that the construction will be carried out. Extensions of time based upon weather conditions shall be granted only if the Contractor demonstrates clearly that such conditions were "unusually severe," would not have been reasonably anticipated, and that such conditions adversely affected the Contractor's work and thus required additional time to complete the work. The following specifier the procedure for the determination of time extensions for unusually severe weather. The listing below defines the anticipated number of calendar days lost to adverse weather for each month and is based upon National Oceanic and Atmospheric Administration (NOAA) or similar data for the geographic location of the project. Monthly Anticipated Calendar Days Lost to Adverse Weather Conditions JAN FEB MAR APR MAY JUN JUL AUG SEP OCT NOV DEC 7 4 4 4 6 3 4 2 3 3 2 5 The above schedule of anticipated adverse weather will constitute the base line for monthly (or portion theregQ weather time evaluations. Upon acknowledgment of the Notice to Proceed and continuing throughout the 19 • LINCOLN AND LEMAY IMPROVEMENT PROJECT PROJECT SPECIAL PROVISIONS • REVISION OF SECTION 108 PROSECUTION AND PROGRESS contract on a monthly basis, actual adverse weather days and the impact of adverse weather days that delay the work will be recorded on a day-to-day basis. It is assumed that the work will be carried out Mondays through Fridays (holidays accepted) unless an approved construction schedule or written authorization from the City indicates otherwise. The number of days of delayed work due to adverse weather or the impact thereof will then be compared to the monthly adverse weather schedule above. An actual adverse weather day must prevent work for 50 percent or more of the Contractor's workday, delay work critical to the timely completion of the project, and be documented by the Contractor. The City Representative observing the construction shall determine on a daily basis whether or not work can proceed or if work is delayed due to adverse weather or the effects thereof. The Contractor shall notify the Engineer in writing of any disagreement as to whether or not work can proceed on a given date, within 1 calendar days of that date. The City will use the above written notification in determining the number of working days for which work was delayed during each month. At the end of each month, if the number of working days for which work was delayed due to adverse weather exceeds that shown in the above schedule, a Change Order will be executed which increases the Contract Time. The number of work days delayed due to adverse weather or the impact thereof will then be converted to Calendar Days based on the contract completion day and date. The conversion assumes a 5-day work week, Mondays through Fridays, holidays excepted; should the Contractor have authorization to work weekends and/or holidays, and then the method of conversion of workdays in calendar days would take this into consideration. The contract time period will then be increased -by the number of calendar days calculated above and a new contract • completion day and date will be set. The Contractor's schedule must reflect the above -anticipated adverse weather delays on all weather -dependent activities. While extension of time shall be granted for "unusually severe" weather or climate conditions, the Owner shall make no monetary compensation for any.costs to the Contractor arising out of such delays. The Contractor shall comply with the portions of the Contract Documents relating to his project schedule and amendments thereto which result from the "unusually severe" weather condition. Breakdowns in equipment or lack of performance by the Contractor will not be considered justification for an extension of time. Liquidated damages will be assessed as delineated elsewhere. The Contractor shall not be charged with liquidated damages or any excess cost when the delay in completion of the work is due to the following, and the Contractor has promptly given written notice of such delay to the City or Engineer. 1. To any preference, priority, or allocation order duly issued by the City. 2. To unforeseeable causes beyond the control and without the fault or negligence of the Contractor, including but not restricted to, acts of God, or of the public enemy, acts of the City, acts of another Contractor in the performance of a contract with the City, fires, floods, epidemics, quarantine restrictions, strikes, freight embargoes, and abnormal and unforeseeable weather as provided above. 3. To any delays of Subcontractors occasioned by any of the causes specified in paragraphs 1 and 2, above. 0 20 LINCOLN AND LEMAY IMPROVEMENT PROJECT PROJECT SPECIAL PROVISIONS Work Hours: Standard work hours are 7 AM to 6 PM, Monday through Friday. No work shall be permitted on • weekends or holidays without written approval from the Project Manager. Work requests beyond normal working hours must be submitted to the Project Manager a minimum of (3) working days prior to the request date. 21 • LINCOLN AND LEMAY IMPROVEMENT PROJECT PROJECT SPECIAL PROVISIONS • REVISION OF SECTION 202 REMOVAL OF TREES, SHRUBS, AND STUMPS Section 202 of the Standard Specifications is hereby revised for this project as follows: Subsection 202.02 shall include the following: This work includes the removal of trees along Lincoln Ave and the trees and shrubs in the median in Lemay as designated on the plan or as directed by the Project Engineer. This work includes the preservation from injury or defacement of all vegetation and objects designated to remain. In conducting tree removal operations, all work shall be performed using methods and equipment in such a manner so as to avoid and prevent damage to other plants (except minor damage to turf), properties, structures or persons. The ANSI Z133.1 for Arboricultural Operations — Safety Requirements is the industry -developed national consensus safety standard. ANSI Z133.I shall be referenced by the City Forester in interpreting this specification. For trees and shrubs indicated to be removed, the Contractor shall remove entire tree or shrub to permit installation of new construction. Grind down tree stumps and remove roots larger than 3 inches in diameter, obstructions, and debris to a depth of 18 inches below exposed subgrade. Remove entire shrub including roots. Chip removed tree branches less than 15" diameter. Chippings and branches greater than 15" diameter shall be removed from site and delivered to the City Wood Lot near. the Drake Water Reclamation Facility in Fort Collins, • CO. Contact Del Bernhardt at dbembudt@fegov.com or 970-221-6306 three days prior to delivery. Excavate remaining soil within median area, outside of the dripline of trees to be protected, to a depth of 42" to allow for new topsoil as per Section 207. The removed material shall become the property of the Contractor and shall be disposed of outside the project site legally. Work shall be performed by a Fort Collins licensed arborist following City of Fort Collins Tree Management Standards under the direction of the City Forester. Only companies that hold a current City of Fort Collins Arborist License with the Pruning and Removal/Climbing category will be eligible to submit a valid bid. Subsection 202.11 shall include the following: Tree removals will be measured by the number of trees removed and accepted. The removal of the existing stumps will be measured by the number of tree stumps removed and accepted. Potholing will not be paid separately and shall be included in the cost for removal of tree or tree stump. Subsection 202.12 shall include the following: Pay Item Pay Unit Removal of Tree Each Removal of Median Tree Each Removal of Median Shrubs and Topsoil Cubic Yard 9 22 LINCOLN AND LEMAY IMPROVEMENT PROJECT PROJECT SPECIAL PROVISIONS Removal of Tree Stump Each • All clearing and grubbing directed by the Engineer will be paid for as lump sum under the clearing and grubbing item. • 23 SECTION 00020 INVITATION TO BID • • LINCOLN AND LEMAY IMPROVEMENT PROJECT PROJECT SPECIAL PROVISIONS REVISION OF SECTION 202 REMOVAL OF PIPE Section 202 of the Standard Specifications is hereby revised for this project as follows: Subsection 202.01 shall include the following: This work includes removal and disposal of existing pipe within the project limits as shown on the plans or at locations directed by the Engineer. In subsection 202.02 delete the seventh paragraph and replace with the following: The removed pipe shall become the property of the Contractor and shall be disposed of outside the project site legally. Subsection 202. 11 shall include the following: The removal of the existing pipe will be measured by the linear foot of concrete pipe removed, and accepted. Excavation and back511ing will not be paid separately and shall be included in the cost for removal of pipe. Subsection 202.12 shall include the following: • Payment will be made under: Pay Item Pay Unit Removal of pipe Linear Foot Work shall include all material, equipment, labor, and disposal of materials required to complete the work. 0 24 LINCOLN AND LEMAY IMPROVEMENT PROJECT PROJECT SPECIAL PROVISIONS REVISION OF SECTION 202 . REMOVAL OF BOLLARD Section 202 of the Standard Specifications is hereby revised for this project as follows: Subsection 202.01 shall include the following: This work includes removal and disposal of existing bollards located around the existing fire hydrant that will be reset. This work also includes removal of any subsurface concrete/foundation related material associated with the bollards. In subsection 202.02 delete the seventh paragraph and replace with the following: The removed bollards shall become the property of the Contractor and shall be disposed of outside the project site legally. Subsection 202.11 shall include the following: The removal of the existing bollards will be measured by eacb bollard removed. Subsection 202.12 shall include the following: Payment will be made under: Pay Item Pay Unit Removal of bollard Each Work shall include all material, equipment, labor, and disposal of materials required to complete the work. 25 0 LINCOLN AND LEMAY IMPROVEMENT PROJECT PROJECT SPECIAL PROVISIONS • REVISION OF SECTION 202 REMOVAL OF PAVEMENT MARKINGS Section 202 of the Standard Specifications is hereby revised for this project as follows: Subsection 202.01 shall include the following: This work includes removal of existing and temporary pavement markings to the satisfaction of the Engineer. Subsection 202.05 shall include the following: The method of pavement marking removal shall be an alternative that does not involve grinding the existing surface. Options include, but are not limited to, hydro wash / solution recovery and bead blasting. Subsection 202.12 shall include the following: Payment will be made under: Pay Item Pay Unit Removal of Pavement Markings Lump Sum Work shall include all material, equipment, and labor required to complete the work. • 40 26 LINCOLN AND LEMAY IMPROVEMENT PROJECT PROJECT SPECIAL PROVISIONS REVISION OF SECTION 202 • REMOVAL OF CONCRETE IRRIGATION STRUCTURES Section 202 of the Standard Specifications is hereby revised for this project as follows: Subsection 202.01 shall include the following: This work includes the removal and disposal of existing concrete irrigation structures as shown in the plans or at locations directed by the Engineer. Any other concrete liner, headwall/culvert related items found in the Coy Ditch shall be removed and be included in this work. Subsection 202.02 shall include the following: The existing concrete irrigation structures shall be removed in a manner that minimizes contamination of the removed concrete with underlying material. The removed concrete shall become property of the Connector and shall be disposed of outside the project site legally. The Contractor may dispose the removed concrete at the City of Fort Collins crushing facility at: 1380 Hoffman M01 Road Fort Collins, Colorado (970) 482-1249 It is the responsibility of the Contractor to be Familiar with acceptable disposal specifications of the City crashing facility. - - • Subsection 202.11 shall include the following: The removal of the existing concrete irrigation structure will be measured by the number of structures removed and accepted. Subsection 202.12 shall include the following: Pay Item Pay Unit Removal of Concrete Irrigation Structures Lump Sum Work shall include all material, equipment, labor, and disposal of materials, including hauling, to complete the work. 27 0 LINCOLN AND LEMAY IMPROVEMENT PROJECT PROJECT SPECIAL PROVISIONS • REVISION OF SECTION 202 REMOVAL OF SIDEWALK Section 202 of the Standard Specifications is hereby revised for this project as follows Subsection 202.01 shall include the following: This work includes the removal and disposal of existing sidewalk as shown in the plans or at locations directed by the Engineer. Subsection 202.02 shall include the following: The existing sidewalk (6 inches thick) shall be removed in a manner that minimizes contamination of the removed sidewalk with underlying material. The removed concrete shall become property of the Contractor and shall be disposed of outside the project site legally. The Contractor may dispose the removed concrete at the City of Fort Collins crushing facility at: 1380 Hoffman M01 Road Fort Collins, Colorado (970) 482-1249 It is the responsibility of the Contractor to be familiar with acceptable disposal specifications of the City crushing facility. • Subsection 202.11 shall include the following: The removal of the existing sidewalk will be measured by the square yard of sidewalk removed to the required depth, and accepted. Sawcutting will not be paid for separately and shall be included in the cost for removal of concrete sidewalk. Subsection 202.12 shall include the following: Pay Item Pay Unit Removal of Concrete Sidewalk Square Yard Work shall include all material, equipment, labor, and disposal of materials, including hauling, to complete the work. 0 28 LINCOLN AND LEMAY IMPROVEMENT PROJECT PROJECT SPECIAL PROVISIONS REVISION OF SECTION 202 • REMOVAL OF CURB AND GUTTER Section 202 of the Standard Specifications is hereby revised for this project as follows: Subsection 202.01 shall include the following: This work includes removal and disposal of existing curb within the project limits as shown on the plans or at locations directed by the Engineer. In subsection 202.02 delete the seventh paragraph and replace with the following: The removed concrete shall become property of the Contractor and shall be disposed of outside the project site legally. The Contractor may dispose the removed concrete at the City of Fort Collins crushing facility at: 1380 Hoffman Mill Road Fort Collins, Colorado (970)482-1249 It is the responsibility of the Contractor to be familiar with acceptable disposal specifications of the City crushing facility. Subsection 202.11 shall include the following: The removal of the existing curb will be measured by the linear foot of curb removed, and accepted. . Sawcutting will not be paid separately and shall be included in the cost for removal of curb. Subsection 202.12 shall include the following: Payment will be made under: Pay Item Pay Unit Removal of Curb and Gutter Linear Foot Work shall include all material, equipment, labor, and disposal of materials, including hauling, to complete the work. 29 0 LINCOLN AND LEMAY IMPROVEMENT PROJECT PROJECT SPECIAL PROVISIONS • REVISION OF SECTION 202 REMOVAL OF CONCRETE PAVEMENT Section 202 of the Standard Specifications is hereby revised for this project as follows: Subsection 202.01 shall include the following: This work includes removal and disposal of existing concrete pavement within the project limits as shown on the plans or at locations directed by the Engineer. In subsection 202.02 delete the seventh paragraph and replace with the following: The existing concrete pavement (10 inches thick) shall be removed in a manner that minimizes contamination of the removed pavement with underlying material. The removed concrete shall become property of the Contractor and shall be disposed of outside the project site legally. The Contractor may dispose the removed concrete at the City of Fort Collins crushing facility at: 1380 Hoffman M01 Road Fort Collins, Colorado (970)482-1249 It is the responsibility of the Contractor to be familiar with acceptable disposal specifications of the City crushing facility. Subsection 202.11 shall include the following: • The removal of the existing concrete pavement will be measured by the square yard of pavement removed to the required depth, and accepted. Location of sawcutting shall be as directly by the Engineer. Sawcutting will not be paid separately and shall be included in -the cost for removal of concrete pavement. Subsection 202.12 shall include the following: Payment will be made under: Pay Item Pay Unit Removal of Concrete Pavement Square Yard 0 30 LINCOLN AND LEMAY IMPROVEMENT PROJECT PROJECT SPECIAL PROVISIONS REVISION OF SECTION 202 REMOVAL OF ASPHALT MAT Section 202 of the Standard Specifications is hereby revised for this project as follows: Subsection 202.01 shall include the following: This work includes removal and disposal of existing asphalt mat within the project limits as shown on the plans or at locations directed by the Engineer. In subsection 202.02 delete the seventh paragraph and replace with the following: The existing asphalt mat shall be removed in a manner that minimizes contamination of the removed asphalt with underlying material. The removed mat shall become the property of the City and be disposed of by any one or more of the following described methods: 1. Place material in bottom of fills as approved by the Engineer. 2. Haul offsite to City of Fort Collins crushing facility at: 1380 Hoffman Mill Road Fort Collins, Colorado (970) 482.1249 • It is the responsibility of the Contractor to be familiar with acceptable disposal specifications of the City crushing facility. • Subsection 202.11 shall include the following: The removal of the existing asphalt mat will be measured by the square yard of mat removed to the required depth, and accepted, Location of sawcutting shall be as directed by the Engineer. Sawcutting will not be paid separately and shall be included in the cost for removal of asphalt mat. Subsection 202.12 shall include the following: Payment will be made under: Pay Item Pay Unit - Removal of Asphalt Mat Square Yard Work shall include all material, equipment, labor, and disposal of materials, including hauling, to complete the work. 31 0 LINCOLN AND LEMAY IMPROVEMENT PROJECT PROJECT SPECIAL PROVISIONS • REVISION OF SECTION 202 REMOVAL OF BARRICADE Section 202 of the Standard Specifications is hereby revised for this project as follows: Subsection 202.02 shall include the following: This work includes the removal of existing roadway barricade as shown on the plans. The barricade shall be turned over to the City of Fort Collins traffic department. Coordinate with the Project Engineer: Subsection 202.11 shall include the following: The removal of existing barricade will be measured by each barricade removed, and shall include the cost to haul item to: City of Fort Collins Traffic Operations Facility 626 Linden Street Fort Collins, CO 80521 Subsection 202.12 shall include the following: Pay Item Pay Unit Removal of Barricade Each Work shall include all material, equipment, labor, and disposal of materials, including hauling, to complete the work. • 0 32 LINCOLN AND LEMAY IMPROVEMENT PROJECT PROJECT SPECIAL PROVISIONS REVISION OF SECTION 203 • PROOF ROLLING Section 203 of the Standard Specifications is hereby revised for this project as follows: Subsection 203.13(f) delete and replace with the following: Proof rolling will not be measured but shall be incidental to the work. Subsection 203.14 shall include the following: Proof rolling will not be measured and paid for separately, but shall be included in the work. 33 0 10 SECTION 00020 INVITATION TO BID Date: July 23, 2014 Sealed Bids will be received by the City of Fort Collins (hereinafter referred to as OWNER), at the office of the Purchasing Division, 3:00 P.M., our clock, on August 14, 2014, for the E Lincoln Ave & S Lemay Ave Improvements; BID NO. 7676. If delivered, they are to be delivered to 215 North Mason Street, 2nd Floor, Fort Collins, Colorado, 80524. If mailed, the mailing address is P. O. Box 580, Fort Collins, CO 80522-0580. At said place and time, and promptly thereafter, all Bids that have been duly received will be publicly opened and read aloud. The Contract Documents provide for the construction of Bid 7676. The Work consists of the construction of two, dedicated left turn lanes on Lemay Avenue. One at Magnolia NB and one —1000' north of Magnolia / Lemay NB, just south of the Back Porch Restaurant. A second left turn SB on Lemay to EB Mulberry will be added. Lincoln Avenue will be widened to accommodate a center reversible turn lane along with a pedestrian path and a dedicated right turn lane into the Woodward Technology Center. More specifically, the project includes: removals as defined in the plans, embankment, erosion control, water and sewer main stubs, stormwater pipe installation, concrete curb and gutter, full depth asphalt pavement, median / parkway irrigation and plantings, concrete sidewalks and traffic control. Permanent signage, permanent striping and construction staking will be completed by the City of Fort Collins. . All Bids must be in accordance with the Contract Documents on file with the City of Fort Collins, 215 North Mason St., 2nd floor, Fort Collins, Colorado 80524. The City encourages all disadvantaged business enterprises to submit bid in response to all invitations and will not be discriminated against on the grounds of race, color, national origin. A prebid conference and job walk with representatives of prospective Bidders will be held at 2:00 PM, on August 4, in the Training Room (Conference Room 2E) at 215 N Mason Street, Fort Collins. Prospective Bidders are invited to present their questions relative to this Bid proposal at this meeting. The Contract Documents and Construction Drawings may be examined online at: • City of Fort Collins BuySpeed: hftos://www.fcoov.com/eorocurement Bids will be received as set forth in the Bidding Documents. The Work is expected to be commenced within the time as required by Section 2.3 of General Conditions. Substantial Completion of the Work is required as specified in the Agreement. The successful Bidder will be required to furnish a Performance Bond and a Payment Bond guaranteeing faithful performance and the payment of all bills and obligations arising from the performance of the Contract. 0 LINCOLN AND LEMAY IMPROVEMENT PROJECT PROJECT SPECIAL PROVISIONS • REVISION OF SECTION 207 TOPSOIL Section 207 of the Standard Specifications is hereby revised for this project as follows: MATERIALS Subsection 207.02 Wetland topsoil is not required. Two (2) "types" of topsoil for this project shall be provided as follows: A. Median Topsoil — Pre -amended soil with 4 cu. yds. compost B. Tree Lawn Topsoil - Pre -amended soil with 3 cu. yds. compost Topsoil - Pre -amended topsoil shall have the following characteristics: A. Imported topsoil or manufactured topsoil from off -site sources. 1. Additional Properties of Imported or Manufactured Topsoil: Screened and free of stones one inch (I") or larger in any dimension; free of roots, plants, sod, clods, clay lumps, pockets of coarse - . sand, paint, paint washout, concrete slurry, concrete layers or chunks, cement, plaster, building debris, oils, gasoline, diesel fuel, paint thinner, turpentine, tar, roofing compound, acid, and other extraneous materials harmful to plant growth; free of obnoxious weeds and invasive plants including quack grass, Johnson grass, poison ivy, nutsedge, nimblewill, Canada thistle, bindweed, bent grass, wild garlic, ground ivy, perennial sorrel, and brome grass; not infested with nematodes, grubs, other pests, pest eggs, or other undesirable organisms and disease -causing plant pathogens; fiiable and with sufficient structure to give good filth and aeration. Continuous, air -filled, pore -space content on a volume/volume basis shall be at least fifteen (15) percent when moisture is present at field capacity. Soil shall have afield capacity of at least fifteen (15) percent on a dry weight basis. B. Samples for Verification: 1. Soil Analysis: Submit copies of proposed topsoil test results from Colorado State University Soils Laboratory or other approved, accepted, accredited testing agency. Submit copies of cover letter / results with recommendations for supplemental fertilizer applications prior to planting. Topsoil shall be amended with fertilizers, as required, by crop type, in accordance with laboratory Soil Analysis Report to provide satisfactory amended topsoil for planting. See Section 212. Ten (10) days before notice to proceed, Contractor shall submit a weed mitigation plan to the Engineer for approval. This plan shall include a graphic time line showing milestone and completion dates of herbicide treatment, topsoil stockpiling and topsoil spreading time lines. 0 34 LINCOLN AND LEMAY IMPROVEMENT PROJECT PROJECT SPECIAL PROVISIONS REVISION OF SECTION 207 • TOPSOIL Soil Conditioner (Compost) Topsoil shall be amended with Class 1 Compost meeting the specifications and guidelines established by the Rocky Mountain Organics Council. Incorporate compost at the rate indicated for each topsoil type as specified above. CONSTRUCTION REQUIREMENTS Subsection 207.03 Salvaging existing topsoil is not anticipated. Topsoil Materials and Depths: A. Median Topsoil — Shall be placed at locations over the new subgrade to a minimum depth as described on the drawings. B. Tree Lawn Topsoil - Shall be placed at locations over the new subgrade to a minimum depth of 6". Soil and Finished Grade Preparation C. Sub -grades: Loosen sub -grade to a minimum depth of: • 1. Tree Lawn Topsoil - Twelve -inches (12") overall (6" of existing subgrade and 6" of new, pre - amended topsoil). Remove stones and clods larger than one -inch (1") in any dimension and sticks, roots, rubbish, and other extraneous matter and legally dispose of them off Owner's property. Repeat cultivation in areas where equipment, used for hauling and spreading topsoil, has re -compacted subsoil. Engineer shall be notified if this cannot occur due to existing conditions. D. Finish / Fine Grading: Grade disturbed planting areas to a smooth, uniform surface plane with loose, uniformly fine texture. Grade to within plus or minus one-half (1/2) inch of finish elevation. Roll and rake, remove ridges, and fill depressions to meet finish grades. Limit finish grading to areas that can be planted in the immediate future. 1. Reduce elevation of planting soil to allow for soil thickness of sod 2. In seeded areas, reduce elevation of finished surface to V/" below the adjacent pavement / curb elevation. E. Moisten prepared tree lawn areas before planting if soil is dry. Water thoroughly and allow surface to dry before planting. Do not create muddy soil. F. Before planting, restore areas if eroded or otherwise disturbed after finish grading. 35 0 LINCOLN AND LEMAY IMPROVEMENT PROJECT PROJECT SPECIAL PROVISIONS SREVISION OF SECTION 207 TOPSOIL • METHOD OF MEASUREMENT Subsection 207.04 - Revise to include the following: Delete these six (6) paragraphs of the specification. Topsoil will be paid by collecting load tickets of pre -amended topsoil delivered to the site for each of the pay items listed below. BASIS OF PAYMENT Subsection 207.05: The accepted quantities measured as provided above will be paid for at the contract unit price for each of the pay items listed below that appear in the bid schedule. Payment will be made under: Pay Item: Pay Unit Median Topsoil Cubic Yard Tree Lawn Topsoil Cubic Yazd Lincoln Ave Parkway Topsoil Cubic Yard Payment for topsoil shall include soil loosening and all soil amendments required to produce satisfactory soil for planting. 36 LINCOLN AND LEMAY IMPROVEMENT PROJECT PROJECT SPECIAL PROVISIONS REVISION OF SECTION 208 EROSION CONTROL Section 208 of the Standard Specifications is hereby revised for this project as follows: Section 208.01 of the Standard Specifications is hereby revised for this project to include the following: Any loss of time or materials related to erosion shall be the sole responsibility of the Contractor. Any damage to surrounding properties or facilities (either on site or off site) related to erosion caused by construction of this project, will he the sole responsibility of the Contractor. Subsection 208.05 shall include the following: Erosion Log (Wattles) shall be installed in accordance with detail in the plan set. Storm drain inlet protection shall be installed in accordance with the details in the plan set labeled IP-1. It shall be the responsibility of the contractor to ensure that all roadways near the project are kept clean of construction debris. The Contractor will acquire and at all times be in compliance with the Colorado Stormwater Discharge Permit (CUPS) and the Stormwater Management Permit (SWMP) associated with construction activity. Section 208.07 shall be deleted and replaced with the following: All erosion control measures identified in the Contract and as directed by the Project Manager will be paid for by Lump Sum. The unit cost price bid will be full compensation for all work required to complete the item. The Erosion Control Supervisor hours will be included in the Lump Sum price. All items related to the CUPS and SWMP (preparation, implementation, etc.) will be included in the Lump Sam price. Excavation required for removal of accumulated sediment from traps, basins, areas adjacent to silt fences and erosion bales, and other clean out excavation of accumulated sediment, and the disposal of such sediment, will be considered incidental to the work. Street sweeping will not be measured but shall be incidental to the work. Subsection 208.08 shall include the following: Pay Item Pay Unit Erosion Control Lump Sum Street sweeping will not be measured and paid for separately, but shall be included in the work as directed by the Project Engineer. The travel time for the Erosion Control Supervisor shall be considered incidental to the work. 0 37 0 LINCOLN AND LEMAY IMPROVEMENT PROJECT PROJECT SPECIAL PROVISIONS • REVISION OF SECTION 209 WATERING AND DUST PALLIATIVES Section 209 of the Standard Specifications is hereby revised for this project as follows: Subsection 209,07, replace this subsection in its entirety with "Dust Palliatives (water) will not be paid for separately but shall be included in the work." In subsection 209.08, delete the second paragraph. • 0 38 LINCOLN AND LEMAY IMPROVEMENT PROJECT PROJECT SPECIAL PROVISIONS REVISION OF SECTION 210 RESET RIPRAP Section 210 of the Standard Specifications is hereby revised for this project as follows: Subsection 210.02 shall include the following: Reset Riptap consists of removing the existing riprap at the existing culvert under the clubhouse driveway, stockpiling in approved location on site, and relaying within the areas designated on the plans or at locations directed by the Engineer. Subsection 210.12 shall include the following: Relay Riprap will be measured by the actual cubic yards and shall include all work and materials necessary to remove items from their existing location, stockpile, and relay at the new location and according to plan. Subsection 210.13 shall include the following: Pay Item Pay Unit Reset Riprap Cubic Yards Work shall include all material, equipment, labor, and dewatering to complete the work, including excavating and backfilling. 39 0 LINCOLN AND LEMAY IMPROVEMENT PROJECT PROJECT SPECIAL PROVISIONS • REVISION OF SECTION 210 RESET FIRE HYDRANT Section 210 of the Standard Specifications is hereby revised for this project m follows Subsection 210.02 shall include the following: Reset fire hydrant consists of removing the existing fire hydrant assembly and installing a new fire hydrant assembly at the location shown on the plans according to the requirements of the current Fort Collins Standard Construction Specifications. The Contractor shall cooperate and coordinate with the Fort Collins Utilities when shutting off water to minimize downtime to customers. Subsection 210.13 shall include the following: Pay Item Pay Unit Reset Fire Hydrant Each Work shall include all material, equipment, labor, and dewatering to complete the work, including excavating and backfilling. i 0 40 LINCOLN AND LEMAY IMPROVEMENT PROJECT PROJECT SPECIAL PROVISIONS REVISION OF SECTION 211 DEWATERING Section 211 is hereby added to the Standard Specifications for this project as follows: DESCRIPTION 211.01 This work consists of dewatering to facilitate construction activities. CONSTRUCTION REQUIREMENTS 211.02 The Contractor is advised that groundwater within the project limits may require dewatering. The Contractor is advised to limit pumping of groundwater in all project excavations, by careful scheduling, expediting the work and use of conscientious construction methods. The Contractor shall conform to all applicable State and City of Fort Collins requirements. Permitting, removal, sample collection, analytical testing, containerization, transportation, and disposal or treatment of all contaminated groundwater will be in accordance with Section 107.25 Water Quality Control and as described in Section 250 Environmental, Health and Safety Management. The Contractor shall: • (1) Minimize the disturbance of contaminated groundwater by avoidance. (2) Limit intrusion of groundwater into excavations. The Contractor shall obtain the appropriate Colorado Discharge Permit System (COPS) general permit for i management of groundwater from CDPHE Water Quality Control Division, as determined necessary. A completed apolication must be submitted to CDPHE at least four weeks prior to dewatering operations The Contractor shall measure the rate of groundwater discharge timing the dewatering using an inhne flow device capable of measuring slow rates with an accuracy of plus or minus five (5) gallons per minute . The Contractor shall record the rate of discharge daily and shall submit a discharge report to the Engineer weekly or as approved by the Engineer. The Contractor shall submit a Dewatering Plan to the Engineer at least four (4) weeks prior to the proposed start of dewatering operations. This Plan shall detail the Contractor's method of dewatering for all major excavations including caisson construction. The Dewatering Plan shall be stamped "Approved for Construction" and signed by the Contractor. The Dewatering Plan will not be approved by the Engineer. The Engineer will review the Dewatering Plan and issue a written acceptance letter or request for changes within two (2) weeks of receiving the Plan. If changes are requested the Contractor shall update the Plan and resubmit it to the Engineer within one (I) week after receiving the request for changes. The Engineer's written acceptance of the Dewatering Plan is required before construction. 41 • LINCOLN AND LEMAY IMPROVEMENT PROJECT PROJECT SPECIAL PROVISIONS • REVISION OF SECTION 211 DEWATERING The Dewatering Plan shall provide complete details of the Contractor's method for construction dewatering including: (1) Copies of all permits required for dewatering, treatment of and (or) disposing of water. (2) If applicable, copies of agreements for disposing of water in storm sewers, sanitary sewers etc. (3) Method and details for minimizing dewatering in excavations and during caisson construction. (4) Method of measuring ground water discharge. (5) Equipment descriptions including size, number, type, capacity, and location of equipment during dewatering operations. (6) Methods of testing groundwater to determine appropriate disposal. (7) Detailed methods for disposal of water. (8) If applicable, name of facility where contaminated water is to be delivered to. Jb7 M0917:\ lurl U0 211.03 Payment for all work for Dewatering including preparation of the Dewatering Plan and all work for Section 250 will not he measured and paid for separately but shall be included in the work. Permitting, removal, sample collection, analytical testing, containerization, transportation, and disposal or treatment of all contaminated groundwater will not be paid for separately but shall be included in the work . 0 Payment will be made under: Pay Item Dewatering 0 42 Pay Unit Lump Sum LINCOLN AND LEMAY IMPROVEMENT PROJECT PROJECT SPECIAL PROVISIONS REVISION OF SECTION 212 • SEEDING, FERTILIZING, SOIL CONDITIONER AND SODDING Section 212 of the Standard Specifications is hereby revised for this project as follows: MATERIALS Subsection 212.02 Seed, Soil Conditioners, Fertilizers and Sod. Replace "Species shall be as shown on the plans" (c) — Sod, with the following: Turfgrass Sod: Certified Approved Number 1 Quality/Premium, including limitations on thatch, weeds, diseases, nematodes, and insects, complying with TPI's "Specifications for Turfgrass Sod Materials" in its "Guideline Specifications to Turfgrass Sodding." Furnish viable sod of uniform density, color, and texture, strongly rooted, and capable of vigorous growth and development when planted. Turfgmss Species: Sod of grass species as follows, with not less than 85 percent germination, not less than 95 percent pure seed, and not more than 0.5 percent weed seed: Type: Proportioned by weight as follows: 10 percent Kentucky bluegrass (Pon pratensis), a minimum of three drought resistant cultivars 90 percent improved dwarf type tall fescue (Festuca amndinteca), containing equal amounts of a minimum of three and a maximum of five of the following varieties: Monarch, El Dorado, Rebel Jr, Crew Cut, SR8200. Add the following seed type (a) Seed as follows: "Seed Mix A" 20% Bouteloua cunipendula— Sidecars gmma 20% Bouteloua dactyloides - Buffalograss 20% Bouteloua gmcilis — Blue grama 20% Sporobolus cryptandrus — Sand Dropseed 20% Koeleria macrantha - Prairie Junegmss Seed at the rate of 5 lbs. / 1,000 sq.fl. CONSTRUCTION REQUIREMENTS Subsection 212.04 Lawn Grass Seeding. Bluegrass seeding is not a part of the project. Delete this section from the specifications. 43 0 No Bid may be withdrawn within a period of forty-five (45) days after the date fixed for opening i Bids. The OWNER reserves the right to reject any and all Bids, and to waive any informalities and irregularities therein. Bid security in the amount of not less than 5% of the total Bid must accompany each Bid in the form specified in the Instructions to Bidders. Sales Prohibited/Conflict of Interest: No officer, employee, or member of City Council, shall have a financial interest in the sale to the City of any real or personal property, equipment, material, supplies or services where such officer or employee exercises directly or indirectly any decision - making authority concerning such sale or any supervisory authority over the services to be rendered. This rule also applies to subcontracts with the City. Soliciting or accepting any gift, gratuity favor, entertainment, kickback or any items of monetary value from any person who has or is seeking to do business with the City of Fort Collins is prohibited. City of Fort Collins Gerry S. Paul Directorof Purchasing & Risk Management • LINCOLN AND LEMAY IMPROVEMENT PROJECT PROJECT SPECIAL PROVISIONS • REVISION OF SECTION 212 SEEDING, FERTILIZING, SOIL CONDITIONER AND SODDING Subsection 212.05 Sodding, (c) Fertilizing and Soil Conditioning. Soil Conditioning - Soil conditioners (compost) was added to the pre -amended topsoil as described in Section 207. Additional / supplemental compost is not required as pan of this Section. Fertilizing - Contractor to use the following placeholder types and quantities for the establishment of bid pricing only. Nitrogen (N) 35 lbs. / acre Phosphorous (P) 40 lbs. / acre Potassium (K) 300 lbs. / acre Calcium (Ca) 2,0001bs. / acre Magnesium (Mg) 600 lbs. / acre Once the project has been awarded, the landscape contractor shall collect soils samples and forward to an independent laboratory, recognized by the State Department of Agriculture, with the experience and capability to conduct the testing indicated and that specializes in types of tests to be performed. Pre -Amended Topsoil Analysis: Laboratory shall furnish soil analysis by a qualified soil -testing laboratory • stating percentages of organic matter; gradation of sand, silt, and clay content; cation exchange capacity; sodium absorption ratio; deleterious material; pH; and mineral and plant -nutrient content of pre -amended topsoil. Laboratory shall provide a report / recommendation of the suitability of the topsoil for tree lawn (sod) growth. State -recommended quantities of nitrogen, phosphorus, and potash nutrients and soil amendments to be added to produce satisfactory topsoil. Landscape Contractor shall compare bid placeholder quantities and pricing with the laboratory recommendations and associated pricing. Forward this information to the Engineer for evaluation and bid pricing will be adjusted as necessary / needed. Examination. Verify rough grading is within one -tenth of a foot. Verify site is free from obstructions, objects, or structures that are not a part of the final site construction. Verify major drainages are completed and in place. Do not start work until the site is acceptable. Once landscape grading has commenced, the Landscape Contractor shall be responsible for bringing all grading to final line and grade and creating positive drainage. Clearing. Prior to any soil preparation, existing vegetation not to remain and which might interfere with the specified soil preparation shall be mowed, grubbed, raked, and the debris removed from the site. Prior to or during grading or tillage operations the ground surface shall be cleared of materials which might hinder final operations. Soil Preparation and Finish Grading. Protection - Field locate all buried cables, wires, elceMcal service, irrigation lines and any other subsurface element that may be damaged during ripping operations. Stake and/or paint locations with an easily visible system that will enable equipment operators to avoid damaging buried utilities. 0 44 LINCOLN AND LEMAY IMPROVEMENT PROJECT PROJECT SPECIAL PROVISIONS • REVISION OF SECTION 212 SEEDING, FERTILIZING, SOH. CONDITIONER AND SODDING Roundup (glyphosatc) Application. Apply to areas to be seeded a minimum of two (2) weeks after topsoil has been distributed. Apply Roundup only when weeds are growing vigorously. Apply at manufacturers maximum recommended rate. Subsection 212.06 Native Seeding. Delete (b) Fertilizing and Soil Conditioning from the specification. Fertilizer and composting of native seed areas is not required. Hydromulching will be required. See Section 213. METHOD OF MEASUREMENT Subsection 212.07 Delete paragraph 3. from the specifications. Soil conditioning is not required here, as it has been included in Section 207 — Topsoil, and pre -blended as part of the imported topsoil work. BASIS OF PAYMENT Subsection 212.08 Delete "Lawn Seeding" from the payment schedule. Delete "Soil Conditioning" from the payment schedule. • Herbicide (Round Up application) will not be measured and paid for separately but shall be included in the work. 45 is LINCOLN AND LEMAY IMPROVEMENT PROJECT PROJECT SPECIAL PROVISIONS REVISION OF SECTION 213 MULCHING Section 213 of the Standard Specifications is hereby revised for this project as follows: DESCRIPTION Subsection 213.01 Add to the description as follows: "...work also consists of furnishing and installing aggregate inorganic mulch to include — Washed Pea -Gravel; 1.5" dia. Tan River Rock; 3" to 6" dia. Tan River Rock; 8" to 12" dia. River Cobble; Landscape Weed Barrier Fabric; Landscape Boulders in the following sizes: Type 'A' — 24"x24"x36" Type'B'—30"x24"x36" Type 'C' - 42"x24"x36" MATERIALS • Subsection 213.02 Wood (Organic) Mulch. Delete the "wood chip mulch" specified and replace with the following: Wood (Organic) Mulch: Ground or shredded, 3" depth (minimum) — no weed barrier required. Organic Mulch will be supplied by the City of Fort Collins Forestry Division, located at Parks Maintenance Shop, 413 S. Bryan Avenue (near the City Park Golf Course), Fort Collins, 80521 or an alternate location within the Fort Collins city limits as determined by the Owner. Contact the City Forester (Tim Buchanan) at 970.221.6361, to schedule material pickup. City will load the material into the Contractors vehicle (free of charge) for transport to the site. Contractor's pricing to include Contractor pickup at the above address or alternate location, hauling material to the site and installation only. Steel Landscape Edging. Delete the "Steel Edging" specified and replace with the following: Steel Landscape Edging. Contractor to provide commercial -steel header, rolled edge, fabricated in sections of standard lengths, with loops stamped from or welded to face of sections to receive stakes as follows: Manufacturers: Ryerson Steel or approved substitute. Edger Size: 3/16" thick by 4 inches deep. Stakes: Tapered steel, a minimum of twelve inches (12"). Accessories: Standard tapered ends, comers, and splicers. 46 LINCOLN AND LEMAY IMPROVEMENT PROJECT PROJECT SPECIAL PROVISIONS REVISION OF SECTION 213 MULCHING Finish: Standard paint— Green. Add to this sub -section as follows: Landscape Weed Barrier Fabric. Materials for weed barrier shall be a non -woven geotextile material suitable for this purpose such as Mimfi 140, Typar 3341, or Polyspun 300 or approved equivalent. Submit brand name and model number/name of proposed weed barrier to be used a minimum of one week prior to installation. - Inorganic Mulch — 1.5" to 4" dia. Tan River Rock. 3" deep, hard, durable stone, washed free of loam, sand, clay, and other foreign substances. Inorganic Mulch — 3" to 6" dia. Tan River Rock. Hard, durable stone, washed free of loam, sand, clay, and other foreign substances. Inorganic Mulch — 8" to 12" dia. River Cobble. Hard, durable stone, washed free of loam, sand, clay, and other foreign substances. Landscape Boulders Stone Type: Colorado Buff Sandstone • Approved Suppliers: A. Atkins Park Stone Quarries, 970.663.1920 B. Tribble Stone, 303.444.1840 C. Or approved equivalent. Provide boulder sizes shall be as indicated on the plans. Quantities and locations as identified on the plans. CONSTRUCTION REQUIREMENTS Subsection 213.03 Revise (e) Steel Landscape Edging to read as follows: Install by laying out beds scaled from the plans. Stake, flag, or paint proposed beds prior to installation of edging and obtain review of Engineer of layout prior to installation. Install header plumb with grade and stake at minimum ten (10) foot intervals. Establish top of header one inch (1") above finish grade in turf areas. Install using straight lines or long smooth curves. Provide v-shaped drainage openings two inches (2") wide and one inch (1") depth at low points in the bed, at outlet point for drainage appurtenances such as downspouts including overflow drains and at ten (10) foot intervals maximum. Do not install steel landscape edger around mulch rings in lawn areas. 47 0 LINCOLN AND LEMAY IMPROVEMENT PROJECT PROJECT SPECIAL PROVISIONS eREVISION OF SECTION 213 MULCHING Add (g) Landscape Weed Barrier Fabric as follows: Prior to placing mulch and planting in mulch beds, apply Roundup herbicide to weeds and allow beds to sit for seven (7) days. Place wood mulch in shrub beds and tree planting rings in turf areas. Place mulch to a four -inches (4") depth. Gently brush mulch off of shrubs once installed. Take cue in placement not to damage newly planted materials. Install landscape weed barrier fabric before inorganic mulching according to Manufacturer's written instructions. Completely cover area to be rock mulched (or as described on the Drawings) overlapping edges a minimum of six -inches (6"). Seams shall be pinned at min. 12" intervals, all along edge. Add (h) In -organic Mulch —1.5" dia. Tan River Rock as follows: Apply 3-inch compacted average thickness of rock mulch, and finish level with adjacent finish grades. Landscape fabric is required in all 1.5" river rock mulch areas. Add (i) In -organic Mulch — 3" to 6" dia. Tan River Rock as follows: Apply 3-inch to 6-incb (single layer, completely covering the weed barrier fabric) compacted average thickness of 3-inch to 6-inch mulch, and finish level with adjacent finish grades. Landscape fabric is required in all 3-incb to 6-inch river rock mulch areas. • Add 0) In -organic Mulch — 8" to 12" dia. River Cobble as follows: Apply a single layer of mechanically placed, followed by hand placed/distributed. Landscape fabric is required beneath all 8-inch to 12-inch river cobble. Add (k) Landscape Boulders as follows: A. Placement of Landscape Boulders: 1. Place boulders with most attractive face facing roadway, unless otherwise noted or directed by the Engineer. 2. Tolerance: Top of Boulder elevations shall be within 0.1 of the designed elevation. 3. Bury approximately I/3 the height of the boulder, unless otherwise noted. 4. Locations and quantity shall be as indicated in the Drawings. Final placement of boulders shall be reviewed and approved on site by the Engineer prior to placing paving, surfacing and landscaping in abutting areas as required. • 48 LINCOLN AND LEMAY IMPROVEMENT PROJECT PROJECT SPECIAL PROVISIONS REVISION OF SECTION 213 MULCHING METHOD OF MEASUREMENT Subsection 213.04 The quantity of Landscape Weed Barrier Fabric will be measured by the square yard of surface area covered, complete in place. The quantity of 1.5" dia. Tan River Rock will be measured by the actual tonnage of material placed. The quantity of 3" to 6" dia. Tan River Rock will be measured by the actual tonnage of material placed. The quantity of S" to 12" dia. River Cobble will be measured by the actual tonnage of material placed. Landscape Boulders will be measured by the actual quantities, in the specific sizes identified on the plans. BASIS OF PAYMENT Subsection 213.05. Add the following line items to the Pay Schedule as follows: Payment will be made under: Pay Item: Pay Unit Wood Mulch Square Foot Landscape Weed Barrier Fabric Square Yard 1.5"dia. Tan River Rock Square Foot 3" to 6" dia. Tan River Rock Square Foot 8" to 12" dia. River Cobble Square Foot Landscape Boulders — Type`A' Each Landscape Boulders — Type`B' Each Landscape Boulders — Type`C' Each • 49 0 LINCOLN AND LEMAY IMPROVEMENT PROJECT PROJECT SPECIAL PROVISIONS . REVISION OF SECTION 214 PLANTING Section 214 of the Standard Specifications is hereby revised for this project as follows: DESCRIPTION Subsection 214.01 shall include the following: This work also consists of a Landscape Maintenance period. See Section 213 for wood mulch and weed barrier fabric. MATERIALS Subsection 214.02 shall include the following: Plant List. A plant list is provided on the plans. Quantities shown on the list are for information only. Contractor shall be responsible for verifying quantity takeoffs as shown on the drawings. In the event of a discrepancy between quantities shown on the plant list and quantities depicted on the plans, the quantities depicted on the plans shall govern. Guying and Staking. Material includes 14AWG wire with 1/2"xl2" PVC sleeves and stake protection cap per each stake. • CONSTRUCTION REQUIRMENTS Subsection 214.04 Landscape Establishment. The duration of the Landscape Establishment period shall be twenty-four (24) months and will commence upon receipt of Notice of Substantial Completion from the Engineer. If Notice of Substantial Landscape Completion is issued during the spring planting season, the Landscape Establishment period begins immediately and lasts for a period of twenty-four (24) months. If the Notice of Substantial Landscape Completion is issued at any other time, the Landscape Establishment period begins at the start of the next spring planting season (April 1") and lasts for a period of twenty-four (24) months. After all planting on the project is complete, a plant inspection shall be held including the Contractor, Engineer, Owner and the Landscape Architect to determine acceptability of plant material. During inspection, an inventory of rejected, dead or dying material will he made, and corrective and necessary cleanup /replacement measures will be determined. From the time of installation, during construction, and throughout the Landscape Establishment Period, the Contractor shall maintain plant material, sodded and seeded areas in a healthy and vigorous growing condition, and ensure the successful establishment of vegetation. During the Landscape Establishment Period, the Contractor shall water, cultivate, and prune the plants, and repair, replace or re -adjust guy material, stakes and posts. The Contractor will provide weekly mowings, grass trimming, a 0 50 LINCOLN AND LEMAY IMPROVEMENT PROJECT PROJECT SPECIAL PROVISIONS REVISION OF SECTION 214 PLANTING minimum of three (3) fertilizations per year (six (6) total over the duration of the 24 month Landscape Establishment Period), and remove grass clippings from the projects hard surfaces. The Contractor shall also remove weeds from planting beds and tree area saucers on a monthly basis during the growing season, maintain specified depths of mulching material annually and fertilize trees via a root feeder during the spring of each growing season (two (2) times). It is anticipated that this project will be constructed in a single phase. The Contractor will be required to maintain the "completed" landscape areas fully, until the remaining landscape areas are deemed complete by the Engineer, when the projects Notice of Substantial Completion" letter is issued. Dead, dying or rejected material shall be removed each month during the Landscape Establishment Period as directed by the Engineer or City Forester. Plant replacement shall be performed during the spring planting seasons at the beginning and end of the Landscape Establishment Period. Plant replacement stock shall be planted in accordance with the original contract specifications and is subject to all requirements specified for the original material. Plant replacement shall be at the Contractor's expense. Subsection 214.04 Delete paragraphs 5. and 6., and replace with the following: The trees planted by the Contractor shall be watered twice per month at the rate of twenty (20) gallons per tree per watering for the months May through October during the twenty-four (24) month Landscape Establishment Period, • or as needed, and the trees shall also be watered once per month at the rate of twenty (20) gallons per tree for the months November through April during the twenty-four (24) month Landscape Establishment Period or as needed. The shrubs planted by the Contractor shall be watered twice per month at the rate of five (5) gallons per shrub per watering event for the months May through October during the twenty-four (24) month Landscape Establishment Period, or as needed, and the shrubs shall also be watered once per month at the rate of five (5) gallons per shrub for the months November through April during the twenty-four (24) month Landscape Establishment Period, or as needed. Prior to the beginning of the Landscape Establishment Period, a watering schedule listing the calendar days chosen to complete the required watering shall be submitted to facilitate inspections by the City/Engineer. METHOD OF MEASUREMENT Subsection 214.05 shall include the following: Soil material for tree, shrub, ornamental grass and perennial backfill mix, guy, webbing, tree stakes, protective caps and PVC pipe sleeve and wrap for trees, will not be measured and paid for separately but shall be included in the work. 51 0 LINCOLN AND LEMAY IMPROVEMENT PROJECT PROJECT SPECIAL PROVISIONS . REVISION OF SECTION 214 PLANTING BASIS OF PAYMENT Subsection 214.06 Delete the fifth paragraph and replace with the following: The initial watering during the planting of trees and shrubs will not be paid for separately, but shall be included in the price of the work. Watering of trees and shrubs after receipt of the Notice of Substantial Landscape Completion will not be measured and paid for separately but shall be included in the work. Water used for the Landscape Establishment Period will not be measured and paid or separately but shall be included in the work. Subsection 214.06 Delete the seventh paragraph including item (1) and (2), and the last paragraph of the subsection - Payment will be made under: Pay Item Pay Unit Landscape Maintenance (24 months) .. Lump Sum 40 52 LINCOLN AND LEMAY IMPROVEMENT PROJECT PROJECT SPECIAL PROVISIONS 0 REVISION OF SECTION 306 RECONDITIONING Section 306 of the Standard Specifications is hereby revised for this project as follows: Subsection 306.02 delete the first sentence and replace with: The top S inches of the existing subgrade shall be reconditioned by blading and rolling. 53 40 SECTION 00100 INSTRUCTIONS TO BIDDERS lJ LJ 0 • LINCOLN AND LEMAY IMPROVEMENT PROJECT PROJECT SPECIAL PROVISIONS REVISION OF SECTION 601 STRUCTURAL CONCRETE Section 601 of the Standard Specifications is hereby revised for this project as follows: Subsection 601.02 shall include: Class P concrete shall have a 48 hour 3000 psi strength with the following mix design: Design Strength: 4000 psi Mix Proportions: Materials Type or Size ASTM Standard Design Weight per Cubic Yard Total Cementitious 630 lb min. Cement C-150 85%min. SCM C-618 15% max. Coarse Aggregate C-33 50-55% Int. Aggregate C-33 5-9% Fine Aggregate C-33 37-39% AEA C-260 2-5 oz WRA I C-494 oz/cwt MRWR C-094 4-8 oz/cwt HRWR C-094 oz/cwt Water C-94 283 lb 34.0 1 H drarm, Stabilizer C-494 1 0-3 oz/cwt The above weights are based upon aggregates in a saturated, surface dry (SSD) condition. Batch plant corrections most be made for moisture in aggregates. Mix proportions may be adjusted in accordance with 301-05, section 4.2.3.5 Physical Properties of Mixture Slump 3-5 in Air Content 5-8 % Unit Weight 144.2 pcf Yield 27.23 cu. ft. Water/Cement Ratio 0.45 54 LINCOLN AND LEMAY IMPROVEMENT PROJECT PROJECT SPECIAL PROVISIONS REVISION OF SECTION 608 SIDEWALKS AND BIKEWAYS Section 608 of the Standard Specifications is hereby revised for this project as follows: Section 608.01 shall include the following: This work consists of the construction of the paving for concrete sidewalks, and concrete curb ramps. In subsection 608.02 delete the second paragraph and replace with the following: Concrete for sidewalks, bikeways and shall be Class B, and meet the requirements in Section 601. Subsection 608.03 shall include the following: Finished products that do not match the approved test slab shall be removed and replaced by the Contractor at no cost to the Owner. Record date, location, and quantity of pour, as well as air temperature at time of pour. Subsection 608.03(b) shall include the following: For Surfaces Exposed to View: Form faces must be free from raised grain, tears, worn edges, patches, dents, or other defects which would impair texture of the concrete surfaces. Minimize number of seams in form material, and arrange seams in an orderly fashion. To minimize potential cracking, no section of concrete shall have any angle less than 90 degrees. After stripping of the forms, if any concrete is found to be not formed as shown on the drawings, is out of alignment of level, or shows a defective surface, it will be considered as not conforming with the intent of these standards and specifications, and shall be removed and replaced at the Contractor's expense, unless the Engineer gives permission to patch the defective area. Delete subsection 608.03(d) and replace with the Following: Sidewalk: Concrete sidewalks trails shall be medium broom finished with joints located per drawings. All outside edges of the slab and all joints shall be edged with a 1/4-inch radius edging tool. Thoroughly wash the surface with water prior to acceptance. Surface Planeness for Concrete Paving. Unless otherwise specified, produce slabs with the following tolerance. Finishes shall be true planes within 1/4-inch in 10 feet, as determined by a 10 foot straight edge placed anywhere on the slab in any direction. • 55 0 LINCOLN AND LEMAY IMPROVEMENT PROJECT PROJECT SPECIAL PROVISIONS • REVISION OF SECTION 608 SIDEWALKS AND BIKEWAYS Subsection 608.03(e) shall include the following: A. Expansionjoints/eonstruc6onjoints/ for concrete paving: 1. Expansionjoints to be spaced no greater than every 200 feet. 2. Extend joint filler the full depth of the slab. Hold back filler 1/2-inch from top of slab. 3. Joint sealant or caulk shall match color of concrete; caulking shall not extend above level of Pavement. B. Score Joints. 1. Construct sawcut and tooled score joints as detailed on the plans. 2. Score joints shall he %n of paving depth. 3. Tooledjoints to have a 1/4-inch radius and shall not incorporate a trowelled edge except where indicated on the drawings. Score joints into plastic concrete during finishing operations. Subsection 608.06 shall include the following: • Pay Item Pay Unit Concrete Sidewalk Square Yard The price all pay items shall be full compensation for furnishing and placing all materials including test slabs, and demolition of test slabs, excavation, subgrade preparation, concrete, forms, joint materials, reinforcement, tooling and finishing. 0 56 LINCOLN AND LEMAY IMPROVEMENT PROJECT PROJECT SPECIAL PROVISIONS REVISION OF SECTION 608 CONCRETE CURB RAMP Section 608 of the Standard Specifications is hereby revised for this project as follows Subsection 608.01 shall include the following This work includes the installation of detectable warnings on concrete curb ramps at the locations shown on the plans and in accordance with the plans. Subsection 608.02 shall include the following Detectable warnings on curb ramps shall be truncated domes of the dimensions shown on the plans. Domes shall be prefabricated by the manufacturer as a pattern on concrete or masonry pavers. Alternate materials may be used, if pre -approved by the Engineer. The Contractor shall submit a sample of the product, the name of the selected supplier, and documentation that the product meets all contrast requirements and will be fully compatible with the curb ramp surface to the Engineer for approval 1-2 weeks prior to start of work. Known vendors of alternate products include but are not limited to the following: The domes and the underlying surface shall have a minimum of 70% contrast with the light reflectivity of the adjoining surface. The contrast shall be verified using the following equation: Contrast = Bi—Bz X100 Bi Where Bi = Light Reflectance Value (LRV) of the lighter area Bi = LRV of the darker area Absolute black and white will not be permitted. Ll 57 0 LINCOLN AND LEMAY IMPROVEMENT PROJECT PROJECT SPECIAL PROVISIONS SREVISION OF SECTION 608 CONCRETE CURB RAMP Subsection 608.05 shall include the following: Detectable warnings on curb ramps, ramp wings, curbing associated with the ramp, alternate materials, and all other work and materials necessary for fabrication, transport, and installation will not be measured and paid for separately, but shall be included in the work. Subsection 608.06 shall include the following: Pay Item Pay Unit Concrete Curb Ramp w/ Truncated Dome (8-inch) Square Yard The price of all pay items shall be full compensation for all excavation, concrete, forms, joint materials, truncated domes, tooling and finishing. • 0 58 LINCOLN AND LEMAY IMPROVEMENT PROJECT PROJECT SPECIAL PROVISIONS REVISION OF SECTION 609 CURB AND GUTTER Section 609 of the Standard Specifications is hereby revised for this project as follows: Subsection 609.02 shall be deleted in its entirety and replaced with the following: 609.02 Materials shall meet the requirements specified in the following subsections: Joint Fillers 705.01 Bed Course Material 703.07 All concrete used for Curb and Gutter shall be Class B and meet the requirements in Section 601. All concrete mix designs utilized shall be submitted to the City representative and approved a minimum of one week prior to the beginning of construction. Concrete mikes will be subject to inspection and tests as required to assure compliance with quality requirements. Subsection 609.06 shall include the following: • Pay Item Pay Unit Curb and Gutter Type 2 (Section I-B) Linear Foot Curb and Gutter Type 2 (Section II-B) Linear Foot The price of all pay items shall be full compensation for all excavation, concrete, forms, joint materials, • reinforcement, tooling and finishing. 59 0 LINCOLN AND LEMAY IMPROVEMENT PROJECT PROJECT SPECIAL PROVISIONS REVISION OF SECTION 610 MEDIAN COVER MATERIAL Section 610 of the Standard Specifications is hereby revised for this project m follows: In subsection 610.02 delete the second paragrapb and replace with the following: All concrete used for median cover material shall be Class B and meet the requirements in Section 601. Coloring agent shall be Davis Color San Diego Buff. All concrete mix designs utilized shall be submitted to the City representative and approved a minimum of one week prior to the beginning of construction. In subsection 610.03 delete the third paragraph and replace with the following: (b) Concrete. Construction requirements shall conform to the requirements of subsection 608.03. The surface finish shall be exposed aggregate as indicated on the plans. Subsection 610.05 shall include the following: Pay Item Pay Unit Exposed Aggregate Median Splash Guard (41nch) Square Foot Exposed Aggregate Median Cover (4 Inch) Square Foot The price for all pay items shall be full compensation for furnishing and placing all materials including test slabs, and demolition of test slabs, excavation, concrete, forms, joint materials, reinforcement, tooling, finishing and • removing polyethylene. 60 LINCOLN AND LEMAY IMPROVEMENT PROJECT PROJECT SPECIAL PROVISIONS REVISIONS OF SECTION 623 IRRIGATION SYSTEM Section 623 of the Standard Specifications is hereby revised for this project as follows: Subsection 623.04 shall include the following: Contractor shall install a Rain Bird ESP-LXME Control system as specified in the irrigation plans & details per City of Fort Collins standards. Coordinate with City of Fort Collins as required. Attach wire markers to the ends of control wires inside the controller unit housing. Label wires with the identification number (see drawings) of the remote control valve to which the control wire is connected. In subsection 623.07(a) delete the first paragraph and replace with the following: (a) Pop-up spray Sprinklers. The pop-up spray sprinkler body, stem, screen, and nozzle shall be constructed of heavy duty plastic. Subsection 623.10 shall include the following: Plastic and Copper water lines listed below shall be paid for under section 619. Subsection 623.10 (a) shall include the following: 0 Identify all pipe with the following indelible markings: • (a) Manufacturer's Name. (b) Nominal pipe size. (c) Schedule of class. (d) Pressure rating (e) NSF (National Sanitation Foundation) seal of approval. (i) Date of extrusion. Delete subsection 623.10 (b) and replace with the following: (b) Lateral Line Pipe. Lateral line pipe shall be Class 200 PVC manufactured from virgin polyvinyl chloride (PVC) compound in accordance with ASTM standards D2241 and D1784, cell classification 12454-B, Type I, Grade I. Fittings shall be standards weight Schedule 40 injection molded PVC conforming to ASTM D1784 and D2466, cell classification 12454-B. Delete Subsections 623.10 (d), and 623.10 (e) 61 0 LINCOLN AND LEMAY IMPROVEMENT PROJECT PROJECT SPECIAL PROVISIONS . REVISIONS OF SECTION 623 IRRIGATION SYSTEM Subsection 623.10 shall include the following: (g) Joint Cement and Primer —Weldon P-70 Primer and Weldon 711 Gray Glue or Weldon 725 Wet and Dry Glue will be allowed. (h) Irrigation Roadway and sidewalk sleeves. Lateral line pipe shall be Class 200 PVC manufactured from virgin polyvinyl chloride (PVC) compound in accordance with ASTM standards D2241 and D1784, cell classification 12454-B, Type 1, Grade 1. Delete Subsections 623.1 (c), 623.11 (d), and 623.11 (e). Delete Subsection 623.11 (f) and replace with the following: (f) Mainline Isolation Valves. Gate valves for 3/4-inch through 2-1/2-inch Pipe — Brass construction; solid wedge, IPS threads, and non -rising stem with square operating nut. Delete Subsection 623.13. Subsection 623.23 First Sentence shall read as follows: • "After installation of...for leaks after a minimum 120 PSI static pressure... for four hours in a hydro static test." Subsection 623.23 shall include the following: The contractor shall conduct pressure tests in the presence of the Engineer or Engineer's representative. The Contractor shall give 72 hour notice prior to testing. The test is acceptable if no loss of pressure is evident during the test period. The Contractor shall retest system until test pressure can be maintained for the duration of the test. Subsection 623.26 shall include the following: The Contractor shall provide a valve sequencing chart for each automatic controller installed. Charts shall not be prepared until as-builts plans have been approved by the Engineer. Charts shall be installed on the automatic controller door with photo reduction prints of the as-builts plans. Reduction prints shall be kept to the largest site possible to retain full legibility. A readable print of the as -built plans shall be provided showing the area covered by the automatic controller. The area of coverage of each control valve shall be identified using a distinctly different pastel color, drain over the entire area of coverage. In Subsection 623.30, second paragraph, delete item (4) and replace with the following: (4) Two of each Type of Valve box 0 62 LINCOLN AND LEMAY IMPROVEMENT PROJECT PROJECT SPECIAL PROVISIONS REVISIONS OF SECTION 623 • IRRIGATION SYSTEM Subsection 62330 shall include the following: One set of special tools required for removal, disassembling and adjusting each type of sprinkler head and valve installed. Two keys for each automatic controller enclosure. In Subsection 623.32, delete the second and third paragraphs Under Subsection 623.33, add the following items: Pay Item Pay Unit Flow Sensor Each Automatic Controllers Each Line item costs include all materials and labor required to complete the work. 63 0 Financial Services City of Division singMason Pur215 F Collins N. Mason Floor PO Box 580 ■yIL(`wJ`'_■■M t 852 Fort Collins. CO 80522 F7022 9]0.221.8]]8 170.221.6707 Purchasing rcgov.com/pamhasing ADDENDUM NO. 3 SPECIFICATIONS AND CONTRACT DOCUMENTS Description of BID 7676: E Lincoln Ave & S Lemay Ave Improvements OPENING DATE: 3:00 PM (Our Clock) August 19, 2014 To all prospective bidders under the specifications and contract documents described above, the following changes/additions are hereby made and detailed in the following sections of this addendum: 1. Revisions to the Bid Schedule A. Increase in item 202 "Removal of Pavement Markings" from 0 SF to 2089 SF. This item is reflected correctly in plan set on page 4 and is now corrected in Exhibit 1 — Revised Bid Schedule. B. AutoCad (CAD) files are available upon request from Tracy Dyer, Project Engineer. Please send an email request to tdvert7a.fcoov.com for an electronic copy of these files. 2. Exhibit 1 — Revised Bid Schedule Please note that the Revised Bid Schedule has also been uploaded as a separate Microsoft Excel file. Please contact John Stephen, CPPO, LEED AP, Senior Buyer at (970) 221-6777 with any questions regarding this addendum. RECEIPT OF THIS ADDENDUM MUST BE ACKNOWLEDGED BY A WRITTEN STATEMENT ENCLOSED WITH THE BID/QUOTE STATING THAT THIS ADDENDUM HAS BEEN RECEIVED. Addendum 3 — 7676 E Lincoln Ave & S Lemay Ave Improvements Page 1 of 6 Ll • SECTION 00100 INSTRUCTIONS TO BIDDERS 1.0 DEFINED TERMS Terms used in these Instructions to Bidders which are defined in the Standard General Conditions of the Construction Contract (No. 1910-8, 1990 ad.) have the meanings assigned to them in the General Conditions. The term "Bidder" means one who submits a Bid to OWNER, as distinct from a sub -bidder, who submits a Bid to Bidder. The terms "Successful Bidder" means the lowest, qualified, responsible and responsive Bidder to whom OWNER (on basis of OWNER's evaluation as hereinafter provided) makes an award. The term "Bidding Documents" includes the Advertisement or Invitation to Bid, Instructions to Bidders, the Bid Form, and the proposed Contract Documents (including all Addenda issued prior to receipt of Bids). 2.0 COPIES OF BIDDING DOCUMENTS 2.1. Complete sets of Bidding Documents may be obtained as stated in the Invitation to Bid. No partial sets will be issued. The Bidding Documents may be examined at the locations identified in the Invitation to Bid. 11 2.2. Complete sets of Bidding Documents shall be used in preparing Bids; neither OWNER nor Engineer assumes any responsibility for errors or misinterpretations resulting from the use of incomplete sets of Bidding Documents. 2.3. The submitted Bid proposal shall include Sections 00300, 00410, 00420, and 00430 fully executed. . 2.4. OWNER and Engineer, in making copies of Bidding Documents available on the above terms, do so only for the purpose of obtaining Bids on the Work and do not confer a license or grant for any other use. 3.0 QUALIFICATION OF BIDDERS 3.1 To demonstrate qualifications to perform the Work, each Bidder must submit at the time of the Bid opening, a written statement of qualifications including financial data, a summary of previous experience, previous commitments and evidence of authority to conduct business in the jurisdiction where the Project is located. Each Bid must contain evidence of Bidder's qualification to do business in the state where the Project is located or covenant to obtain such qualification prior to award of the contract. The Statement of Qualifications shall be prepared on the form provided in Section 00420. 3.2. In accordance with Section 8-160 of the Code of the City of Fort Collins in determining whether a bidder is responsible, the following shall be considered: (1) The ability, capacity and skill of the bidder to perform the contract or provide the services required, (2) whether the bidder can perform the contract or provide the service promptly and within the time specified without delay or interference, (3) the character, integrity, reputation, judgment, experience and efficiency of the bidder, (4) the quality of the bidder's performance of previous contracts or services, (5) the previous and existing compliance by the bidder with laws and ordinances relating to the contract or service, (6) the sufficiency of the financial resources and ability of the bidder to perform the contract or provide the service, (7) the quality, availability and adaptability of the materials and services to the particular use required, (8) the 0 LINCOLN AND LEMAY IMPROVEMENT PROJECT PROJECT SPECIAL PROVISIONS • REVISION OF 627 PAVEMENT MARKING Section 627 of the Standard Specifications is hereby revised for this project as follows: Subsection 627.01 shall include the following: The City of Fort Collins will furnish and install all permanent pavement markings and signing for the project. The Contractor is required to coordinate with the City for the completion of the work. • 0 64 LINCOLN AND LEMAY IMPROVEMENT PROJECT PROJECT SPECIAL PROVISIONS REVISION OF 630 • CONSTRUCTION ZONE TRAFFIC CONTROL Section 630 of the Standard Specifications is hereby revised for this project as follows Subsection 630.01 shall include the following The Contractor will provide construction zone traffic control for the project. The Contractor is required to coordinate with the City for the approval of a traffic control plan. The Contractor is also required to coordinate with CDOT for at the Mulberry and Lenny, intersection. Subsection 630.16 shall include the following: Pay Item Pay Unit Construction Zone Traffic Control Lump Sum The price for the pay item shall be full compensation for furnishing and placing all traffic control devices as well as any flagging operations. Preparation of a traffic control plan as detailed in the following section shall be included in the work. • . 65 0 LINCOLN AND LEMAY IMPROVEMENT PROJECT PROJECT SPECIAL PROVISIONS • TRAFFIC CONTROL PLAN — GENERAL The key elements of the Contractor's method of handling traffic (MILT) ate outlined in subsection 630.09. The components of the TCP for this project are included in the following: • City of Fort Collins Work Area Traffic Control Handbook Manual of Uniform Traffic Control Devices (U.S. Department of Transportation), or applicable statutory requirements of authority having jurisdiction. Fort Collins Handbook takes precedence over Manual of Uniform Traffic Control Devices. • Section 630 of the specifications. • Revision of Sections 100, 104, and 108 of these Project Specifications. • Standard Plan S-630-1, Traffic Controls for lligbway Construction, Case 11 and 18, and Standard Plan S-630-2. • Signing and Striping Plans Special Traffic Control Plan requirements for this project am as follows: A. The Contractor is responsible to provide all construction traffic control for the project. The Contractor shall submit a construction phasing and construction traffic control plan to the Engineer and the City Traffic Department for review and approval. Submittals for major project phases shall be made at least three weeks before implementation of any element of the plan. B. The City reserves the right to restrict construction activities at the intersections of Lemay and Lincoln and • Lemay and Mulberry during the hours of 7:00 AM to 8:30 AM or from 3:30 PM to 5:30 PM. C. Road closure request shall be included in the construction phasing and traffic control plan submitted to the City. D. The Contractor shall maintain pedestrian and bicycle movements through the project site and the surrounding trails. The Traffic Control plan shall address the method of handling these movements. E. The Contractor shall, at all times, provide for emergency vehicle access into and through the construction site, F. Keep traffic areas free of excavated material, construction equipment, pipe, and other materials and equipment. G. Keep fire hydrants and water control valves free from obstruction and available for use at all times. H. Conduct operations in a manner to avoid unnecessary interference with public and private roads and drives. 0 66 LINCOLN AND LEMAY IMPROVEMENT PROJECT PROJECT SPECIAL PROVISIONS TRAFFIC CONTROL PLAN — GENERAL • I. Provide and maintain continual temporary access for businesses and residences. J. Roadway Usage Between Operations — At all times when work is not actually in progress, Contractor shall make passable and shall open to traffic such portion s of the project and temporary roadways or portions thereof as may be agreed upon between Contactor and Owner and all authorities having jurisdiction over any properties involved. K. The Contractor shall not have construction equipment or materials in the lanes open to traffic at any time, unless directed. L. The Contractor shall coordinate Traffic Control activities with the City of Fort Collins Traffic Engineering and Electric Departments to assure that work activities by those departments are coordinated with the Contractor's activities. At the least 48 hours' notice is required. M. The Contractor shall maintain 12' lanes throughout the project. N. The Contractor shall provide a flagger for equipment, trucks, or other pertinent construction equipment entering or leaving the construction area into traffic at all times. 67 • • • LINCOLN AND LEMAY IMPROVEMENT PROJECT PROJECT SPECIAL PROVISIONS 11111111111 x� The followine Utilities are known to be within the confect limits Utility/Agency Contact Person Phone Number COFC Water & Wastewater Roger Buffington (970)221-6854 COFC Stormwater Wes Lamarque (970) 416-2418 COFC Light and Power Doug Martine (970) 224-6152 COFC Fiber Optic Clint Reetz (970) 221-6326 COFC Traffic Fiber Optic Brimey Sorensen (970) 416-2268 COFC Forester Tim Buchanan (970) 221-6361 Century Link Bob Rulli (970) 377-6403 Comeast Cable Don Kapperman (970) 567-0245 Xcel Energy (gas) Stephanie Rich (970) 225-7828 Platte River Power Authority (PRPA) Mark Curtis (970) 420-2999 ELCO Water Jack Warner (970) 493-2044 The work described in these plans and specifications will require full coordination between the Contractor and the Utility Companies, in accordance with Subsection 105.06 and while performing their respective operations, so the utility work can be completed with minimum delays to all panics concerned. In accordance with the plans and specifications, and as directed by the Engineer, the Contractor shall keep the utility company(s) advised of any work being done to their facility, so that the utility company(s) can coordinate their inspections for final acceptance of the work with the Engineer. • The Contractor shall be responsible for protecting, supporting, and if necessary, shoring existing utilities while constructing the trail, pedestrian bridge, and associated work. The Contractor shall submit to the City and the individual utility companies' plans of how the utility lines will be supported and protected during construction. NOTE: The Contractor shall be required to provide written notice to each utility company, with a copy to the City, immediately prior to any utility work expected to be coordinated with construction. The following utility work shall be performed by the Contractor: Storm sewer improvements Water line connections Sanitary sewer connections is 68 • ability of the bidder to provide future maintenance and service for the use of the subject of the contract, and (9) any other circumstances which will affect the bidder's performance of the contract. 3.3. Each Bidder may be required to show that he has handled former Work so that no just claims are pending against such Work. No Bid will be accepted from a Bidder who is engaged on any other Work which would impair his ability to perform or finance this Work. 3.4 No Bidder shall be in default on the performance of any other contract with the City or in the payment of any taxes, licenses or other monies due to the City. 4.0 EXAMINATION OF CONTRACT DOCUMENTS AND SITE 4.1. It is the responsibility of each Bidder, before submitting a Bid, to (a) examine the Contract Documents thoroughly, (b) visit the site to familiarize himself with local conditions that may in any manner affect cost, progress or performance of the Work, (c) familiarize himself with federal, state and local laws, ordinances, rules and regulations that may in any manner affect cost, progress or performance of the Work, (d) study and carefully correlate Bidder's observations with the Contract Documents, and (a) notify Engineer of all conflicts, errors or discrepancies in the Contract Documents, 4.2. Reference is made to the Supplementary Conditions for identification of. Subsurface and Physical Conditions SC-4.2. 4.3. The submission of a bid will constitute an incontrovertible representation by Bidder • that Bidder has complied with every requirement of this Article 4, that without exception the Bid is premised upon performing and furnishing the Work required by the Contract Documents and such means, methods, techniques, sequences or procedures of construction as may be indicated in or required by the Contract Documents, and that the Contract Documents are sufficient in scope and detail to indicate and convey understanding of all terms and conditions for performance and furnishing of the Work. 5.0 INTERPRETATIONS AND ADDENDA. 5.1. All questions about the meaning or intent of the Bidding Documents are to be submitted in writing to the Engineer and the OWNER. Interpretation or clarifications considered necessary in response to such questions will be issued only by Addenda. Questions received less than seven days prior to the date for opening of the Bids may not be answered. Only questions answered by formal written Addenda will be binding. Oral and other interpretations or clarifications will be without legal effect. 5.2. All questions concerning the scope of this project should be directed to the Engineer. Questions regarding submittal of bids should be directed to the City of Fort Collins' Purchasing Division. 5.3. Addenda may also be issued to modify the Bidding Documents as deemed advisable by OWNER or Engineer. 5.4. Addenda will be mailed or delivered to all parties recorded by the OWNER as having received the Bidding documents. 6.0 BID SECURITY 6.1. Each Bid must be accompanied by Bid Security made payable to OWNER in the amount stated in the Invitation to Bid. The required security must be in the form of a certified or bank cashier's check payable to OWNER or a Bid Bond on the form enclosed herewith. The Bid Bond must be executed by a surety meeting the requirements of the General Conditions for surety bonds. 6.2. The Bid Security of the successful Bidder will be retained until such Bidder has executed the Agreement and furnished the required contract security, whereupon Bid Security will be returned. If the successful Bidder fails to execute and deliver the Agreement and furnish the required contract security within 15 days of the Notice of Award, OWNER may annul the Notice of Award and the Bid Security of that Bidder will be forfeited. The Bid Security of other Bidders whom OWNER believes to have reasonable chance receiving the award may be retained by OWNER until the earlier of the seventh day after the effective date of the Agreement or the thirty-first day after the Bid Opening, whereupon Bid Security furnished by such Bidders will be returned. Bid Security with Bids which are not competitive will be returned within seven days after the Bid opening. 7.0 CONTRACT TIME. The number of days within which, or the date by which the Work is to be substantially complete and also completed and ready for Final Payment (the Contract Times) are set forth in the Agreement. 8.0 LIQUIDATED DAMAGES. Provisions for liquidated damages are set forth in the Agreement. 9.0 SUBSTITUTE ("OR EQUAL") MATERIAL AND EQUIPMENT The Contract, if awarded, will be on the basis of material and equipment described on the Drawings or specified in the Specifications without consideration of possible substitute or "or equal" items. Whenever it is indicated on the Drawings or specified in the Specifications that a substitute or "or equal" item of material or equipment may be furnished or used by CONTRACTOR if acceptable to Engineer, application for such acceptance will not be considered by Engineer until after the "effective date of the Agreement". The procedure for submittal of any such application by CONTRACTOR and consideration by Engineer is set forth in the General Conditions which may be supplemented in the General Requirements. 10.0 SUBCONTRACTORS, SUPPLIERS AND OTHERS 10.1. Each Bidder shall submit at the Bid opening to OWNER a list of principal subcontractors he proposes to use in the Work. Refer to Section 00430 contained within these Documents. 10.2. If OWNER or Engineer after due investigation has reasonable objection to any proposed Subcontractor, either may, before the Notice of Award is given, request the apparent successful Bidder to submit an acceptable substitute without an increase in Bid price. If the apparent successful Bidder declines to make any substitution, OWNER may award the contract to the next lowest responsive and • • responsible Bidder that proposes to use acceptable subcontractors. Subcontractors, suppliers, other persons or organization listed and to whom OWNER or Engineer does not make written objection prior to the giving of the Notice of Award will be deemed acceptable to OWNER and ENGINEER subject to revocation of such acceptance after the effective date of the Agreement as provided in the General Conditions. 10.3. CONTRACTOR shall not be required to employ any subcontractor, supplier or other persons or organizations against whom he has reasonable objection. The use of subcontractors listed by the Bidder and accepted by OWNER prior to the Notice of Award will be required in the performance of the Work. 11.0 BID FORM. 11.1. A copy of the Bid Form is bound in the Contract Documents which may be retained by the Bidder. A separate unbound copy is enclosed for submission with the Bid. 11.2. Bid Forms must be complete in ink or typed. All lump sum prices on the form must be stated in words and numerals; in case of conflict, words will take precedence. Unit prices shall govern over extensions of sums. 11.3. Bids by corporations must be executed in the corporate name by the president or a vice-president (or other appropriate officer accompanied by evidence of authority to sign) and the corporate seal shall be affixed and attested by the secretary or an assistant secretary. The corporate address and state of incorporation shall be shown below the corporate name. . 11.4. Bids bypartnerships must be executed in the partnership name and signed by a partner, his title must appear under his signature and the official address of the partnership must be shown below the signature. 11.5. Bids by joint venture shall be signed by each participant in the joint venture or by an authorized agent of each participant. The full name of each person or company interested in the Bid shall be listed on the Bid Form, 11.6. The Bid shall contain an acknowledgement of receipt of all Addenda (the numbers of which must be filled in on the Bid Form). 11.7. No alterations in Bids, or in the printed forms therefore, by erasures, interpolations, or otherwise will be acceptable unless each such alteration is signed or initialed by the Bidder; if initialed, OWNER may require the Bidder to identify any alteration so initialed. 11.8. The address and telephone number for communications regarding the Bid shall be shown. 12.0 BID PRICING. Bids must be priced as set forth in the Bid Schedule or Schedules. 0 13.0 SUBMISSION OF BIDS. • 13.1. Bids shall be submitted at the time and place indicated in the Invitation to Bid and shall be enclosed in an opaque sealed envelope marked with the Project title, Bid No., and name and address of the Bidder and accompanied by the Bid Security, Bid Form, Bid Bond, Statement of Bidders Qualifications, and Schedule of Subcontractors as required in Section 00430, If the Bid is sent through the mail or other delivery system, the sealed envelope shall be enclosed in a separate envelope with the notation "BID ENCLOSED" on the face of it. 13.2. Bids shall be deposited at the designated location prior to the time and date for receipt of Bids indicated in the Invitation to Bid, or any extension thereof made by addendum. Bids received after the time and date for receipt of Bids will be returned unopened. Bidder shall assume full responsibility for timely delivery at the location designated for receipt of Bids. 13.3. Oral, telephonic, telegraphic, or facsimile Bids are invalid and will not receive consideration. 13.4. No Bidder may submit more than one Bid. Multiple Bids under different names will not be accepted from one firm or association. 14.0 MODIFICATION AND WITHDRAWAL OF BIDS. 14.1. Bids may be modified or withdrawn by an appropriate document duly executed (in a manner that a Bid must be executed) anddelivered to the place where Bids are to be submitted at any time prior to the opening of Bids. • 14.2. Bids may also be modified or withdrawn in person by the Bidder or an authorized representative provided he can prove his identity and authority at any time prior to the opening of Bids. 14.3. Withdrawn Bids may be resubmitted up to the time designated for the receipt of Bids provided that they are then fully in conformance with these Instructions to Bidders. 15.0 OPENINGS OF BIDS. Bids will be opened and (unless obviously non -responsive) read aloud publicly as indicated in the Invitation to Bid. An abstract of the amounts of the Base Bids and major alternates (if any) will be made available after the opening of Bids. 16.0 BIDS TO REMAIN OPEN SUBJECT TO ACCEPTANCE. All Bids shall remain open for forty-five (45) days after the day of the Bid Opening, but OWNER may, in his sole discretion, release any Bid and return the Bid Security, prior to that date. 17.0 AWARD OF CONTRACT. 17.1. OWNER reserves the right to reject any and all Bids, to waive any and all informalities not involving price, time or changes in the Work, to negotiate contract terms with the Successful Bidder, and the right to disregard all nonconforming, nonresponsive, unbalanced or conditional Bids. Also, OWNER reserves the right to reject the Bid of any Bidder if OWNER believes that it would not be in the best • interest of the Project to make an award to that Bidder, whether because the Bid is not responsive or the Bidder is unqualified or of doubtful financial ability or fails to meet any other pertinent standard or criteria established by OWNER. Discrepancies between the indicated sum of any column of figures and the correct sum thereof will be resolved in favor of the correct sum. 17.2. In evaluating Bids, OWNER will consider the qualifications of the Bidders, whether or not the Bids comply with the prescribed requirements, and such alternates, unit prices and other data, as may be requested in the Bid Form or prior to the Notice of Award. 17.3. OWNER may consider the qualification and experience of Subcontractors, Suppliers, and other persons and organizations proposed for those portions of the Work as to which the identity of Subcontractors, Suppliers, and other persons and organizations is submitted as requested by OWNER. OWNER also may consider the operating costs, maintenance requirements, performance data and guarantees of major items of materials and equipment proposed for incorporation in the Work when such data is required to be submitted prior to the Notice of Award. 17.4. OWNER may conduct such investigations as OWNER deems necessary to assist in the evaluation of any Bid and to establish the responsibility, qualifications and financial ability of the Bidder's proposed Subcontractors, Suppliers and other persons and organizations to do the Work in accordance with the Contract Documents to OWNER's satisfaction within the prescribed time. 17.5. If the Contract is to be awarded, it will be awarded to the lowest responsive and responsible Bidder whose evaluation by OWNER indicates to OWNER that the • award will be in the best interest of the OWNER. Award shall be made on the evaluated lowest base bid excluding alternates. The basis for award shall be the lowest Bid total for the Schedule or, in the case of more than one schedule, for sum of all schedules. Only one contract will be awarded. 17.6. If the Contract is to be awarded, OWNER will give the Successful Bidder a Notice of Award within forty-five (45) days after the date of the Bid opening. 18.0 CONTRACT SECURITY. The General Conditions and the Supplementary Conditions set forth OWNER's requirements as to performance and other Bonds. When the Successful Bidder delivers the executed Agreement to the OWNER, it shall be accompanied by the required Contract Security. 19.0 SIGNING OF AGREEMENT. When OWNER gives a Notice of Award to the Successful Bidder, it will be accompanied by the required number of unsigned counterparts of the Agreement with all other written Contract Documents attached. Within fifteen (15) days thereafter, CONTRACTOR shall sign and deliver the required number of counterparts of the Agreement and attached documents to OWNER with the required Bonds. Within ten (10) days thereafter, OWNER hall deliver one fully signed counterpart to CONTRACTOR. Each counterpart is to be accompanied by a complete set of the Drawings with appropriate identification. is 20.0 TAXES. OWNER is exempt from Colorado State Sales and Use Taxes on materials and equipment to be incorporated in the Work. Said taxes shall not be included in the Contract Price. Reference is made to the General and Supplementary Conditions. 21.0 RETAINAGE. Provisions concerning retainage are set forth in the Agreement. 22.0 PURCHASING RESTRICTIONS. Purchasing restrictions: The Bidder's authorized signature of this Bid assures the Bidder's compliance with the City's purchasing restrictions. A copy of the resolutions is available for review in the Purchasing and Risk Management Division or the City Clerk's office. A. Cement Restrictions: City of Fort Collins Resolution 91-121 requires that suppliers and producers of cement or products containing cement to certify that the cement was not made in cement kilns that burn hazardous waste as a fuel. 23.0 COLLUSIVE OR SHAM BIDS. Any Bid deemed by the City in its sole discretion to be a collusive or sham Bid will be rejected and reported to authorities as such. Your authorized signature of this Bid assures that such Bid is genuine and is not a collusive or sham Bid. 24.0 BID RESULTS. For information regarding results for individual Bids send a self-addressed, self -stamped envelope and a Bid tally will be mailed to you. Bid results will be posted in the Purchasing office seven (7) days after the Bid Opening. END OF SECTION • 0 BID FORM • SECTION 00300 BID FORM PROJECT: 7676 E Lincoln Ave & S Lemay Ave Improvements Place: Foil Collins, CO Date: Auei si 19 2014 1. In compliance with your Invitation to Bid dated 3nl 223 , 2014 and subject to all conditions thereof, the undersigned a (Corporation, Limited Liability Company, Partnership, Joint Venture, or Sole Proprietor) authorized to do business in the State of Colorado hereby proposes to furnish and do everything required by the Contract Documents to which this refers for the construction of all items listed on the following Bid Schedule or Bid Schedules. 2. The undersigned Bidder does hereby declare and stipulate that this proposal is made in good faith, without collusion or connection with any other person or persons Bidding for the same Work, and that it is made in pursuance of and subject to all the terms and conditions of the Invitation to Bid and Instructions to Bidders, the Agreement, the detailed Specifications, and the Drawings pertaining to the Work to be done, all of which have been examined by the undersigned. 3. Accompanying this Bid is a certified or cashier's check or standard Bid bond in the sum Of 5 ($ 1 in accordance with the Invitation To Bid and Instructions to Bidders. 4. The undersigned Bidder agrees to execute the Agreement and a Performance Bond and a Payment Bond for the amount of the total of this Bid within fifteen It 5) calendar days from the date when the written notice of the award of the contract is delivered to him at the address given on this Bid. The name and address of the corporate surety with which the Bidder proposes to furnish the specified performance and payment Bonds is as follows: c.,,.d„y •ra Miitml Casually Cgnipany, PO Box 712 Des Moines IA 50306 5. All the various phases of Work enumerated in the Contract Documents with their individual jobs and overhead, whether specifically mentioned, included by implication or appurtenant thereto, are to be performed by the CONTRACTOR under one of the items listed in the Bid Schedule, irrespective of whether it is named in said list. 6. Payment for Work performed will be in accordance with the Bid Schedule or Bid Schedules subject to changes as provided in the Contract Documents. 7. The undersigned Bidder hereby acknowledges receipt of Addenda No. one through Thy. • ADDENDUM 3 - REVISED BIB SCHEDULE 71378 E, LINCOLN AVENUE AND S. LEMAY AVENUE IMPROVEMENTS -BID SCHEDULE 0 'BID NO. CONTRACT RIM NO. CONTRACT ITLM OUPNIRY UNIT UNITC04 TOTALC(ff 1 N1 CleeNq and GMOlnp 1 LC 525W000 E "I nro.00 2 202 R..l MTree 51 EA "50m IF ".Sam.. 3 2a2 Remwx N MCLNn I. 30 EN SADD) t 7,000.00 a 202 RemwddTree BNmp 6 EA S1,750m s 0.750.OD e 202 RmI of MCEIen SWW and! Topee2 MaNg1e, mdlWbUW) 1,TW BY 510.00 $ 17.000,00 D 302 RemmeldConcrelaldONIm 801wuNe 1 LB 53,000.00 t 3.OW.00 T m RemwelM%pe 131 LF 14500 t 1.51D. 8 203 Remo¢eIdTMWBeMUOe 2 EA 5150.00 $ 520.00 0 202 RemwN d SaMN 4 EA j st50Ao t 800.00 10 202 RamwNMPAHMAAMaMy 20W BE am $ s.25T.0o 11 202 MmwYx810wWk 72 BY M&O, $ 1,20s.o0 12 202 RemoYNdCxcdowd. iW IF 000 S 1.380.00 13 202 RemweldCUNand Wox 3,177 BE la. $ 10.012A0 It 2W RenwaldcomvNe CUNWmP 1s SY fYA. $ 400.01) 15 202 RemmN AMMIen CouxlBpleMIWW I'mBY $151W S 19.146.00 1s 202 RxnovNIXGMdeM PavameN ss3 BY S1eW $ s,20s.CO iT 2W Ruwvld aphallMN S.s4 SY E1200 $ BI.m..W 1s in UMx.HNra O EFaao.n(CIP) S,YIe BY S1x00 6 0T.02fi.00 10 mEmsanwml(CID) 1,11E BY 1120.00 s 22.300.00 10 m HwIaNOlrynea 2bW BY 315.00 4' t ,WW O. 21 203 Rwmw lcwaSxe ASC)(clq 1.381 CY tAp 1B t 24. )D 22 2W MudlFvavaurm.(Liq 1,W1 CY $20.00 s A140.01, 23 2W PONNry 1 LB ".0000 s %mm 14 200 EmebnCmW(BWMP, BNPa,iNIMe) 1 Ls NAWO.W s 15.000.0d 25 210 RweI1RSM 81pn 21 EA s250.00 t 51m.00 2e 210 Rx.I RSW a BY $100.00 s MISS v 210 Hand FNe NOMA 1 FA STAW.W s 7DBDI. 20 210 RxelwtlaTBbe05 1 EA t1,020.0 6 1,O0 1 22 210 Ral Bw Bl.pBMMSBgn 1 EA 61,O00.00 t tOW.W SO IRS Rxel MaRw 1 EA 3100.00 s 1W.W 21 210 ANuNMMhde 6 EA SSB6.m $ 1,750.W 62 HO Aduel VeNe Bw 2 EA i250.m t 501,00 • • • EXHIBIT 1 — REVISED BID SCHEDULE BID NO. CONTRACT ITEM NO. CONTRACT ITEM QUANTITY UNIT UNITCOST TOTAL COST 1 201 Cleonng and Grubbing 1 LS $ - 2 202 Remosil of Tree 54 FA $ - 3 202 R pu a! of Median Tree 39 EA $ - 4 202 Remoa! of Tree Stump 5 EA $ - 5 202 Remoal of Median Shrubs and Topadl (stockpile, rrdlshlbule) 1.790 CY $ - 6 202 Ra l of Concrete lagatlm Structures 1 LS $ - 7 202 Ramos! of Pipe 121 LF S - 8 202 Remove! M Traffic BaMeafk 2 EA S - 9 202 Remmel of Bollard 4 EA $ - 10 202 Remoal of Pawment Marldgs 2,089 SF $ - 11 202 Remoal of Sidewalk 72 BY $ - 12 202 Remoal of Concrete Pan 160 LF $ - 13 202 Remoal of Curb and Gutter 3,177 LF $ - 14 202 Remoal of Concrete Cut Ramp 16 BY $ - 15 202 R..l of Median Cgwr/Splash Guad 1,083 BY $ - 16 1 202 Remoa! of Concrete Pavement 553 BY $ - 17 202 Rem.. of Asphalt Mat 5,664 BY $ - 18 203 Unplass.Aed Excaation (CIP) 5,225 CY $ - 19 203 Embankment(CIP) 1,118 CY $ - 20 203 Haul and Dispose 2,800 CY $ - 21 203 Boeee(Class 5 or 6 ABC)(CP) 1.381 CY $ 22 203 Muck Ezcsation -(CIP) 1,307 CY $ - 23 MG Potholllq 1 w $ 24 208 Erosion Contra! (S"P, Ships, Pemlta) 1 LS S - 25 210 Reset Traffic Sign 21 EA $ _ 26 210 Reset Riplap 6 CY $ 27 210 Reset has HydiaM 1 EA $ - Addendum 3 — 7676 E Lincoln Ave & S Lemay Ave Improvements Page 2 of 6 BIO [OW.a WNMALT Min OUANTTY UNIT UNTCOIT TO]ALCOST 33 3O4 Apann.t. Eeee C..(Class 5 or 0) 5.017 TON E1&00 E IOBWS.00 34 ad RxmJllbn4p(31rM) 10414 6Y $2.00 1 M..,an 35 as HOI Mh Asphlt(Bl So(AB BWE B322) 2A06 TON BBO.Oo S 102,040.00 36 as Hot IN, Asphalt(Gre St(IR PPG"M 1.M TON 550.00 s 114,iMTA 37 403 Hot MY As ding PWOVisafts 8)(]4)pass 54-22) 73 TON $200.00 6 KNOW 30 412 Conrnb Possmantl8inal WMAY) 425 BY B)200 S Naas. 30 412 Conoeb Paysmml Inch) 1.014 BY Mi. B 100,%BFU a 412 En11BIae0 Cwloleb CmeawW 40 BY MIN E B,B]BSO 41 412 MCMn Nats 17 BY 1210,03 S WON 42 MI WpeB(]rye L) I0 CY 590 M E 2.OD-OO 43 M3 61ncOPVCSBxr NBe(CIP) 70 EA mm $ 3,500.00 I4 M3 16UNARCP(CI% BB LF {37.00 $ 2,10.M a B03 151lMHOPEP1Pe(CIP) 1® LF W.M $ 4,531I.M a 003 is 1lM CmGeb End Bal 1 EA f6M.M S MO.M 47 B03 15 NN HIPE End 3aslbn 1 FA .NOO.M $ pt 4B a09 1BbW PWB[mM CmeMePIp IC,lP1 32 LF mm s t.314,00 40 B03 2411x0RWBomeBCamele"(MI 2B4 LF U. S 13.2M.M M MS 2411cM1 RaWomell CaWab FM Bectlm 1 EA S1J50.00 $ 1,250.O0 61 W4 WaTiNR(BFsoO 1 FA S4,OM:M $ 4,O00.00 blHTIODR(10FW) 2 EA 34.MOM 3 B,BBB.00 MCMNeBIaBBw(4FWq 2 FA 33bM.M S ].Mo.M 481MllMla,6mnnGanarMenMN 2 FA 33,5M.M3 7,001 Temporary AepBatl 9Mex'YM I3'OepM) 20B TVN E]oM E 20,BM.M CanrxWe9Mexe5(sMtll) 1A)3 BY mm S ]B,642.M E CmusteCobRempoTIPApmeBOams slinaO 1. BY mm 3 12A]OAp CWeqUWbrType2t8eltlbn4B) 2.T5] 1F 324.M E mi.. CIAOVMOMerTW82(B LM 2,238 LF woo 3 M,T3B.M 2xporBPgple2ete MCEbn BpM OUW (41lINI) 1.]M BF S12.M S 21,M2M Ea,wft,t .McBCwer Im RF S12A33 iO,BM.M BInnSPUCWWRMeM(CB(a a LF mm S MOOM BInMx81MIRWuwr 1 FA 34M.M 3 450,00 64 Big BMSx241M Tapping BWEM 1 EA "I M.00 $ &MO.M a B10 BItMOwV 1 EA U.MO.M $ S M.M M BIB FIre MYNeAIAeeWRy 1 EA N.M.M 3 B4OM.M • • 01, N0, MNMAa REM NU MN.P NsM QUANTITY UNIT UNrt COS! IDTPLfOST 87 626 MoblWWn 1 LS s5 "J. S .,W410 w 0J0 T d, Is MMMaEe J FA 11] 00 $ S'Nww ds OM COIW1u9n1IDnaTaAlcCaNd 1 LS UDM.00 S 40.WJ.03 4nGoe In Ro. TO 207 Wdll.n To 1.190 CY i25m S 44.I50m Tt 07 Tm Lewn Tgwal J16 CY Wad i I.M.00 n 207 LOImIn AWPaMxryT.peM His CY SEEMi O.mm TJ 212 Orylana Smtl 47A78 SF W.12 s s.OW.M 14 213 L.Mmaw SWM.n-'a•BpuNw 31 EA $ssm s 21e06.00 75 213 LeMwO®OWbxa-'@BWltlal n FA Vn,00 $ 3,7OO,wI TO 213 Laltl.oepa BWMxa-'C'SOWeI 10 EA $221M $ 3,520.00 TI 213 UM.u". Me FaMo(ALLN nWW) TM SY Sim $ 1.10M TO 213 Rod Ed,. 1,sM LF SKIM $ 5,4M.M TO 213 W WP,.nId M.M 0,420 aF law $ 3.2%.M M 213 Onp.NOMUIM O,OM SF SJ.M S 10dsom al 214 Cllenalid'aO..ITmY 92 EA lNoom $ 12.M0.00 az 214 O.onuoMa0edgIdde • 3 EA 1400A0 S 1.20DAD 83 214 SMbeSWI 418 FA i40.M i 18,n0.CO B4 214 p.IwmIM.I Od aw EA 111200 s 0.432.00 SO 214 C.W W cl.m..l OY - 33T EA $12m S 4.044m OO 214 Unties. WIM.w d' Yw0 NNAN IUMW I 1S s10.M0.G0s 10.M0A0 S/ Ns WIN"-s .iN .tlMre IUM SF IN. O N.914.20 BB .3 nddidw lnlpalbl, WW1 MW,"No M1 pllmyP r, ",m 51, i2201 IOpTTAO 50 am Dip 11M1280m. MO ROW. Sw de Piddle PmpwM 1p00 SF M." $ 2A10,00 NO, On 010Gw INIUvmw. to N.Tlre, W ROW. mid dMymY 2 EA S2.000A08 4.000" M M SuMmIIMpe'bn IDmd W Naw T—.,W.FIRM. —M d Mapn4T B EA 14.5comS B.MMM In 823 W U.n C.l Sy.Mm Madl maacl. x Iibdo Wider— 1 FA $7.000" s 7MOO' M B23 BxkFlpwCOlwrtb Petl mtlEntlorvm Metllm 1 EA 59.MDIq 3 9.[OpAO tanMm M peme- Sma2 &T 212 TWSM-Wed P.., 7,3M SF qm $ 3.605.00 09 213 L.M.npe..Msa-•a'aWnw 10 EA mm S 00.0 26 213 LdNlwa.SONaan-'a'BwY T EA 5135.00 i WsQD 07 213 lanes Waetlamltlw Fmbtlo(ALLllwlylln MM) in SY $1.M i 2117.00 N 213 SNd EEpml 420 LF 53.50 S 1.470.0 M 213 W¢tl(0,.W)M" 1m0 EF SOAR 5 525m BID' ". CONTBAR RCMND. CONFAB RfM - QUANTITY UNIT UNRCOIT. TOiALOJST 100 213 Inm mw Muk 1.Y'A SF 3a.00 3 3A51AD 101 214 Omnmenkl SOONTreaY 11 FA 390000 $ 4.0000 102 214 DwMv R..T.r 10 FA IMMIX 3 4.00O.0O to 214 MrvW 6Gel EO EA 340.00 3 2.4CO.W W4 214 Omemenlet omowo I GY 70 FA $1200 3 MAN Woh To W PMonn1J qMn 105 210 peeNDWOWFmbetlon UNl 3 FA WAD s - IN 210 BxHSVINIU114 ] T!1 RUN 3 10i 210 Sarol WalerMMr 1 FA 10.00 3 - IN 614 W,Malmenedbn TRft6Uel 1 LS Wee 3 1N 614 aloft ] FA 30.00 3 110 0ID B1.ff FI.HW.,Iowmdy 1 FA S0.00 5 - 111 - Sw BMKr 1 FA W.00 5 112 MS CamNMIm S..ft 1 LS RUN 3 Ila N] 41NADwDNYelowlem UN 0ID LF ON $ 114 BY2 41mVYMMwWM4lmADWWYdWUm 2.000 IF WAD$ - I'D 07 •N[SOWW WNIa LMaLMoI1V10NrMM8V BeN I= LF WADS. 11e 627 DYIM 6oPo NTW clmnetl[MBI1m 43N IF WAD $ 117 527 4NNISN1WNbmo IAA, LF 0.00 a - 118 .27 4InODDINd MIDUM I.M4 LF 11B ST] Cmowelk Ben 84 EA MOD 3 - IM 02] Pavemelll MCMry 410 IF WAD 3 TOTIi wmamD $ 1,]d4,T1A0 IN WORDS I�11/ALL�F�WLYP.ATILH T/uP IYYVfP'I' r^'�`^GI'DLi6L * / QT—.. Ill CONSTRUCTION. ING 613DOPEtiVIEW PLACE LOVELANO, CO BB337 18]0{82M22T • PRICES The foregoing prices shall include all labor, materials, transportation, shoring, removal, dewatering, overhead, profit, insurance, etc., to cover the complete Work in place of the several kinds called for. Bidder acknowledges that the OWNER has the right to delete items in the Bid or change quantities at his sole discretion without affecting the Agreement or prices of any item so long as the deletion or change does not exceed twenty-five percent (25%) of the total Agreement Price. RESPECTFULLY SUBMITTED: W ALSH CONSTRUCTION INC. CONTRACTOR Matthew T. Walsh August 19, 2014 Printed Date President • CI-119 License Number (If Applicable) a (Sea[ - if Bid is by corporation) Attest: rD� Address 8139 Op, Vines Pmrry Laydod CO 80577 Telephone 970- 22-8227-Fax 970-278-9796 Email mett(OmIshconstruction.us SECTION 00400 SUPPLEMENTS TO BID FORMS 00420 Statement of Bidder's Qualifications 00430 Schedule of Subcontractors Is • • SECTION 00410 BID BOND KNOW ALL MEN BY THESE PRESENTS: that we, the undersigned welsh Constmctlon. Inc. as Principal, and Employers mutual casualty company , as Surely, are hereby held and firmly bound unto the City of Fort Collins, Colorado, as OWNER, in the sum of $ Five Percent (5%)of the Amount Did for the payment of which, well and truly to be made, we hereby jointly and severally bind ourselves, successors, and assigns. THE CONDITION of this obligation is such that whereas the Principal has submitted to the City of Fort Collins, Colorado the accompanying Bid and hereby made a part hereof to enter into a Construction Agreement for the construction of Fort Collins Project, 7676 E Lincoln Ave & S Lemay Ave Improvements. NOW THEREFORE, (a) If said Bid shall be rejected, or (b) If said Bid shall be accepted and the Principal shall execute and deliver a Contract in the • - form of Contract attached hereto (properly completed in accordance with said Bid) and shall furnish a BOND for his faithful performance of said Contract, and for payment of all persons performing labor or furnishing materials in connection therewith, and shall in all other respects perform the Agreement created by the acceptance of said Bid, then this obligation shall be void; otherwise the same shall remain in force and effect, it being expressly understood and agreed that the liability of the Surety for any and all claims hereunder shall, in no event, exceed the penal amount of this obligation as herein stated. The Surety, for value received, hereby stipulates and agrees that the obligations of said Surety and its BOND shall be in no way impaired or affected by any extension of the time within which the OWNER may accept such Bid; and said Surety does hereby waive notice of any such extension. Surety Companies executing bonds must be authorized to transact business in the State of Colorado and be accepted by the OWNER. 0 IN WITNESS WHEREOF, the Principal and the Surety have hereunto set their hands and seals • this day of Au9usl 19 , 2014, and such of them as are corporations have caused their corporate seals to be hereto affixed and these presents to be signed by their proper officers, the day and year first set forth above. PRINCIPAL SURETY Name: W hC Irucrpn inc Employers Mutual Casualty Company Address: 8139 Open View Place Loveland CO 80537 Des Molnes, I,A 5550306 By: By j�pi} Tl Tltll--a Title: AshleyK Anderson /ABorney-in-Fact • 4 2 13 By By: /J (SEAL) - (SEAL) 0 • l J • /EMC. INSURANCE P.O. Box 712• Dew Molnar, Iowa 50306.0712 CERTIFICATE OF AUTHORITY INDIVIDUAL ATTORNEY -IN -FACT KNOW ALL MEN BY THESE PRESENTS, that: 1. Employers Mutual Casualty Company, an Iowa Corporation I. Dakota Fire Insurance Company, a North Dakota Corporation 2. EMCASCO Insurance Company, an Iowa Corporation 8. EMC Property 8 Casually Company, An Iowa Corporation 3. Union Insurance Company of Providence, an laws Corporation 7, Aamllten Mutual Insurance Company, an Iowa Corporation 4. Illlneis EMCASCO Insurance Company, an Iowa Corporation hereinafter ralerred to severally as "Company"and colionvely as'Compwdee', each does, by these presents, make, constitute and appoint: TIMOTHY J. BLANCHARD, ASHLEY K. ANDERSON, JONATHAN B. LAND, ROBERT CHARLES TORREZ, VICKIE GOLOBIC, BRIAN MAYER. TERRI L. REESE. BROOKE DIANA LEE BECK, ANITA CLAYTON KELLER, INDIVIDUALLY, GRAND JUNCTION, COLORADO Its free and lawful allamey�ln-facl, with full power and aulhodfy conferred to sign, seal, and exeoute the following Surety Bond: ANY AND ALL BONDS and to bind each Company thereby as fully and to the same extent as It such inslmments were signed by the duly authorized officers M each such Company, and all of the acts of Bald attorney pursuant to the authority hereby given are hereby ratified and confirmed. The authority hereby granted shall expire Alan 1, 2015 unless sooner revoked. AUTHORITY FOR POWER OF ATTORNEY This PowerrobAttomey is made and executed pursuant to and by the authority at the following resolution of the Boards of Directors of each of the Companies at the first regulaaly scheduled meeting of each company duly coiled and hold In 1999: RESOLVED: The President and Chief Executive Officer, any Vice President, the Treasurer and the Secretary of Employers Mutual Casualty Company shall have power and eu0rorty to (1) appoint allomeyean-feel end authorize them to execute on behalf of each Company and attach the seal of the Company thereto, bonds and undertakings, recognizances, contracts of Indemnity and other writings obligatory in the nature thereof; and (2) to remove any such attorney -in tact at any time and revoke the power and aulhority Saw to him or her, Altomayedmlacl shall have power and authority, subject to the toms and limitations of the powerobattorney issued to ]hem, l0 execute and deliver on behalf of the Company, and to allach the seal of the Company ]hereto, bonds and undertakings, mcInsuances, contracts of Indemnity and other vnitingsabilgaWr, Iho nature Ihereol,and any such ioslrumenl executed by any men allorneyIn-fact shall be luky and in ell respects binding upon the C "" aey. Cetlilicalian astothe validity at any powora attorney --honed levels made by an a8lcerel Employees Mutual Casually Company shall be fully and in all respeds binding upon This Campeny. The so maps reproduced ugnalu a olsuch officer, whelhernmem herotctom orlemadler, wherever appearing upon A cer0fied copy olany pawaFapaRorney of the Company, shell be valid end binding upon the Company with the same farce and e8ect as though manually aaNerL IN WITNESS THEREOF, the Companies have caused these presents to be signed knows by their ofilaem as shown, and the Corporate wets 10 he hereto affixed this 22nd day of June, 2010. ///jJ 8p GGG /yy� Seals ..... /e`"-" '/LNG ow-}�°a•°+,a`,. � &uce G. Kelley, Chairman Michael Fees ' ' b- ... ° ^= al Companies 2, 3, 4,588; Preedent Assistant Secml" @� SEAL . ivwp ,_e F ,, +,, 1953 f _ of Company 1; Vim Chairman and to %•. - :, ... CEO of Company? On Its 22nd day of June. AD 2010 before me a Notary Public in and For the Slate of Iowa, xP 'e�+"'e" w°�'•• personally appeared Brace 0. Kaliey and Madeel Free[, who, 5eln9 by me duly sworn, 3� ,y"°'°•:.a- v°' 'w:, "5 j u `, did say that they are, sort are known to me to be the Chairman, President, Vice Chairman =b: SEAL g i- : SEAL l: : , SEAL g t and CEO, a,Nor Assistant Secretary, respectively, of each of the Companies above; that ' + • • e seals affixed to this Instrument m the seats of said corporations: at said Instrument the e a ee el w ens, h r 9n was signed and sealed on behalf of each of the Companies by aulhority of their respective "':a„°+Ii,','oud;:•' „wow.,.•' . • Boards of ged th a and that the sold I Boca G. KelleybLand Micheal Feaact a d such and iho �4 N. acknowledged the executlon of said Instrument to be their voluntary ad and dead, end Ito Uiuq won ry act and deed of each of the Companies. err LAUREL A. GLOSS My Commission Expires Ma 4. COMMISSION N0. 1FyRES s My(� MISSION EXPIRES NMary pubis In aM far the State of Iowa CERTIFICATE I, James D. Clough, Vice President of the Companies, do hereby sonny that the foregoing resolution of Uw Boards of Directors by each of Ne Conga miss, and this Power of ABomay Issued pursuant thereto on 22nd day of June, 2010, ere ]the and correct and are Mill In MB tome and eBecL In Teslinomy Whereof I have subscribed my name and of iiwd the facsimile seal of each Company this 1mh day of /J Au9uet , 2014 i&� Vice Pendant SECTION 00420 STATEMENT OF BIDDER'S QUALIFICATIONS All questions must be answered and the data given must be clear and comprehensive. This statement must be notarized. If necessary, questions may be answered on separate attached sheets. The Bidder may submit any additional Information he desires. 1. Name of Bidder: Walsh Construction Inc. 2. Permanent main office address: 8139 Open View Place Loveland CO 80537 3. When organized: Dec 1998 4. If a corporation, where incorporated: Colorado 5. How many years have you been engaged in the contracting business under your present firm or trade name? 18 years 6.. Contracts on hand: (Schedule these, showing the amount of each contract and the appropriate anticipated dates of completion.) • see attached 7. General character of Work performed by your company: G.C., Municipal Construction, Concrete, Sitework. Civil Bldg., Perk Construction, River Stabilization, Erosion Control 8. Have you ever failed to complete any Work awarded to If so, where and why? 9. Have you ever defaulted on a contract? no CJIP 8/19/2014 • • L PROJ.# NAMEIADDRESS CONTACT I 107.14 rolect: HyaK Place liskordarft. 112-040.14,711M OwneC Milender White Construction Co. cab HP Boulder LLC _ start 710912014 _ 12655 West 54th Dr Est end Oct Arvada, CO B0002 _ -- 303-2164M n•Fax 303.21•0419 _ —_-- 1U5.14- rolec: Fire Training ener._ -POM278r_ Owner gtyofLongmont start e/25/201 4 Public Works & Nall Resources Est nd Au _ 1f00 S. Sherman Sr. Longmont, CO BOSOt _._ 303-Bb1.8 7— t 1112 Owner. City ofL Petrie Flhgera/d start FIM Public forks & Nae RBeotfrc9a 303-651.8349 est end ib o 1100 S. Sherman St. aul_a.fitz erald ci.Ion mont.cou Longmont, CO 60501 _ _ _ 303-651.8817 - Fax 303-651-8812 102-14 Pro ect: 2014 Concrete Blanket Owner: I City of Loveland mike.b an. ci otloveland.o $315,000.00 __all year 2014 - . -- _ Public Works De f _ 410 E. 5M St, Loveland, Ce 80537 Mike 8 rR _ _ 870-902.2027- Fax 97"62-2900 - 962-2559 - Fax 962-2908 1 44 Project tuverKesteratiOngwOOrW—OrTORT 7tr ,.. . Clubhouse 777 E Lincoln Ave. Owner: City of Ft. Collins Mulb Ron Lemay Lon LlnwIn start 02/10/2014 300 LaPorte Ave., FE Collins, CO 80522 Enter from Linooln Est End Dec 970-221.6775 • Fax 221.6707 Ower Rep, I Wm T Watch Co., LLC Will Waloh 1315 Oakddge Dr., Ste. 100 270-215.4099 IFtCDUkm 00 5 C 720-376-0912 GC: MllenderWhBe Conslmcrlon Co. sricks milenderwhite.co Start 09/1113 12655 feat 64M Dr. n Ury Est end Aug2014 Arvada CO 60002 C720-541-3309 303-216.0420-FIx303.216Q479 bu milenderw i c Ire TlRany3-00"197 - - _ Tifton Erdman c720-606-11 6 CereBedfMyroff: Emfly Neyfer3-M-0388 I wromanummuenoemnife.mM 28 210 Reset Water Slow OR 1 EA $ - 29 210 Resist Bus Slap Bench & Sign 1 EA $ - 30 210 Reset Mallbex 1 EA $ - 31 210 Adjust Manhole 5 EA $ - 32 210 Adjust Value Box 2 EA $ - 33 304 Aggregate Base Course (Class 5 a 6) 5,917 TON $ - 34 3W Reconsidering is Inch) 10,414 BY $ - 35 403 Hot MIx Asphalt (Grading S) (75) (PG 64-22) 2,408 TON $ - 36 4W Hot Mix Asphalt loading S)1100) (PG 6128) 1,269 TON s - 37 409 Hot Mix Asphalt Patch (Gredins S) (74) (PG "U) 73 TON $ - 38 412 Concrete Pavement (8 fth Dewway) 425 BY $ - 39 412 Concrete Patent (11 Inch) 1,014 BY $ - 40 412 Enhanced! Generate Cmsawstk 49 BY It - 41 412 Median Nose 17 BY $ - 42 506 Rlyrap (ryde L) 10 CY $ - 43 603 8Inch PVC Saver Pips (CIP) 70 EA $ - 44 603 15 Inch RCP (CIP) 68 LF $ - 45 603 15 Inch HDPE Pipe (CIP) 168 LF $ - 46 603 15 Inch Caiciete End Section 1 EA $ - 47 6W 15 Nch HOPE End Section 1 EA $ - 48 W3 18Inch Reink n:e l Concrete Pipe (CIP) 32 LF $ - Inch Reinforced Concrete Pipe (CIP) 264 LF $24 Inch Reinforced Concrete Entl Section 1 EA $Inlet Type R (5 Feet) 1 EA $Inlet E4960324 Typo R (10 Fact) 2 EA $Manhda Side Base (4 Fool) 2 EA $48Incut Flat Tap Stain Sexy Manhda 2 EATerepwary Aapinalt Side adlk IT Depth) 299 TON E - Addendum 3 — 7676 E Lincoln Ave & S Lemay Ave Improvements Page 3 of 6 • • E If so, where and why? 10. Are you debarred by any government agency? If yes list agency name 11. List the more important projects recently completed by your company, stating the approximate cost of each, and the month and year completed, location and type of construction. Bellvue Water Treatment Plant $455,711 09/01/2012 -Structural Concrete Pioneer Park $876.319. 07/0112013.- Municipal Public Use Water's Way Neighborhood Park $1.414,746. 10/01/2012 - Municipal Public Use 12. List your major equipment available for this contract. • see attached list 13. Experience in construction Work similar in importance to this project: Tumbeny Road Landscape & Irrigation, $250,200 /City of Ft Collins, Mark Laken 970-221-6775 200 pedestrian Improvements, SI61,896./City of Loveland, Justin Stone 970-962-2642 2012, 2013, 2014 Annual Concrete Blanket Repairs, 5375,000/City of Loveland, Mike Bryant 970-962-2727 14. Background and experience of the principal members of your organization, including officers: see attached resumes • WALSH CONSTRUCTION INC. EQUIPMENT LIST W10/2W4 • • heW No 3500 2001 'allmmnnaEmck 6M Whet 1888 Immaterial Truck 19114 Vilmp 10 Tao - - 1987 fility Turner _ PON Bra F350 XLT _ 2OW -- KI TEX Unity Trailer _ - 2010 _ havyLOW Truck C_t690H011mnm) 2005 ACK Gump Truck 1992 uzu lmrlc 2004 uN F450XL Came 40unlace 20B6 mi F250XL Utility Track A11 Omy 3500 Utility Truck M03 Ieing Nk Water truck 1990 ACK Truck trailer 1aB0 utu A. Tmk 2010 _ lament End Gump gone AT DON XLD.r nos _ ASE E.Ior 9030B 1098 .No Excavator 2W5 TSI B811 Oump 2011 1ematceld Dump Truck INS Bee 1846 SmItener ASE Burk0oe 580SL 199e ASE 5eOM 40 Leader Beckhoe 2006 almplller CP.433C Comprctor 1008 yetler Beomm. Hydraulk Hemmer. 21OLE 44 Loachu � 00un ateko SKSOSR 3 NMI EmavaWr_ - - 2005- Omatsu SFMateer - 2005-- ) Loa5er - - - -- 2002 uA King halter - � ION RIIA Tether .. 10T1 .. obila ATV 2014 ervker /adx Tend.. Ten .. Monkery, -_ comlpeRolbr iPK AircompmuG 1003 1052- Hydraulic compacmrj PK Hydraulic laemer 0adtck Tamp Jackm BmhV Jumping Jerk Tamper JeWRammer 2008 harypi,umpl hempen Motor _. 19" IW,qWp MT45HSJuaOJack _ eyerLd.1 Imem 1p GA OHZR Ge8 . . .calleur Manualurble IUWy 000Wait 5 KWGen Se Ou Venetic, Leader Beckhma PlateCwTINorm _ ve0er-Miler1 eeman Comparator _ kcatiburaThumb Moker P31A Sto Pm/HeM ono -to Pevmrmaket _ e1 ke.Walk SConGele S. ed TOAL Saw T5920A Bmom rr Bucket CV36M Coleete Nerates PSI Prenme Wearier u __.. M0) k Sely Prop._ _ is Cul-o0 army partner_ _. (-Stone War on Ur Hammer Ur Hemmer _ 23W 3In. Pump 13V 31n. Pump 141H 4In, Pump _. I In Traffic Bmrela a her Senate Toole 00inp eveneweeher Matthew Walsh EDUCATION B.S. - Construction Management, Colorado State University, Fort Collins, CO 80521 Major GPA: 3.0/4.0 May 1997 Course Content: Construction Project Administration, Scheduling & Planning, Construction Contracts, Construction Estimating, Safety Management, Labor Relations, Elementary Structural Design WORK EXPERIENCE Walsh Construction, Inc. Loveland, CO. July 1998 - Present General Contractor • President/Owner R.D. Stewart, Inc. Loveland, CO. August 1997 - July 1998 General Contractor, Contact: Dave Hall (970) 669-1500 • Project Manager • Oversaw project operations for commercial and multi -family construction • Project estimating, budgeting, scheduling, cost control, general administration • • Negotiated, wrote and organized all subcontracts • Performed on -site supervision • Reported to Divisional Operations Manager Amnia Construction Corp. Huntington Station, N.Y. Summers/Winters 1988-1997 Civil Construction, Contact: Prescott Ammarell (516) 351-6124 • Supervised operations related to concrete, sitework and steel fabrication • Assisted in project estimating • Modified company's job cost control system • Diagnosed possible managerial problems in company • Assisted office engineer in everyday duties • Assisted in organizing and maintaining companies shops and yard • Operated wide range of heavy equipment • Drove tractor/trailer combinations to move equipment and materials to variousjobs • Performed general labor duties Self - Employed, Walsh Contracting, Northport, N.Y. Summers 1993. 1995 Residential Landscape Construction • Initiated company's existence • Contracted work related to residential landscaping • Planned, organized and supervised everyday operations {.pad Use Environmental Corp. Paiting Ho�hiw, N.Y. Summer 1993 • Performed general tasks in accordance with mmsh and wetland renovation . Celine E. Asbury I CelineAsbury@comeast.net I C 303-506-17641 Celine is well rounded in both Residential and Commercial Construction. Her strengths are in preconstruction, detailed planning, project management, estimating, project buyout and contracts. Celine is an excellent communicator which allows her to develop lasting relationships. She is ready to be part of dynamic team. Celine adds immediate value to any project with over 11 years of industry experience. Strengths Pre -Construction Project Management • Estimating and Buyout Value/Cost Engineering • Contract Negotiations and Writing Scheduling • Detail Oriented while keeping Communication and Problem Solving with big picture goals. Experience • Asrociale Broker. • FourStar Real Estate. Boulder, CO (8/13-Current) • Broker for Commercial and Residential properties. Owner • Asbury Construction Management. Longmont, CO. (4/05 —Current) ' Owners Representation and Construction Management services, focused on preconstruction services, effective management and successful project delivery. Responsible for supporting: Business Development, Budgeting,Contracls, Purchase Orders, Change Order Management, Scheduling, Quality Assurance/Quality Control, Closeout, Retail TI Leasing and Project Closeout. EstunamrJPr•nlecl Engineer M.A. Mortenson. Denver, CO. (12/00 — 5/03) Responsible for estimating, buyout, budgeting for numerous projects including: The Denver Art Museum, Exempla Good Sumarimn Medical Center, 2200 Market Street Lofts, RTD Elati Maintenance Facility. Prior to estimating Celine worked as a Project Engineer on the BroadmoaHotel, Phase 2 including: new pool, pool house and Northlake Hotel renovation $22M. Projecl Engineer Roe] Construction Inc, San Diego CA. (2000) Internship Management of documentation and record keeping by way of maintaining Procumnenq RFI's and Submittals as well as meeting minutes. Other support roles include, Change Orders, Contracts and Scheduling. Office Engineer AMMA Construction Inc. Huntington Station, NY, (95-97) Summers Responsible for maintenance of correspondence, review of submittals, li As-Builts and closeout documents. Education and Licenses - State of Colorado Associate Broker License - Bachelor of Science in Consbuction Management Colorado State University 2000 - ECS—(COOT 2010)- Erosion Control Supervisor Certification CellueAsbur,<ajcomcas2ner-1112 E.P Ave. Lougntonl CO80504-303-506-1764 Notable Projects • $600M — The 3W Marriott San Antonio Hill Country Resort & Spa is a 1,002 room Hospitality resort hotel. 'fire property features 140,000-square-feet of meeting space, two TPC golf courses and a sophisticated spa. This is a ground -up development which consists of 12 structures; seven contiguous structures housing guest Boors, the lobby and restaurants; one 337,440 square foot conference center structure that includes the executive boardroom; four an uctures related to recreation including a Spa, Golf Clubhouse and Pool Bar. The project also includes the development of 36 holes of TPC golf with courses designed by Greg Norman and Pete Dye, The Resort is positioned to be an AAA Four to Five Diamond resort ofsuperior quality. Scheduled opening January 2010. San Antonio, TX. • 22M — Broadmoor Hotel Phase 2, included new infinity pool, waterslides, pool house and renovation ofNonhlake building, Colorado Springs, CO Multifamily • 560M — Talking Waters Mixed Use Development, 65 acres on the Uncompaghre River in Montrose CO. Green Field Phased project complete with 70 single family units, commercial pads and room for assisted living facilities. Montrose, CO • $12M — Blue River Crossing, four story upscale condominium development in Silverthorne CO. Works as CM through as Owners Rep through RFP pricing. Silverthone, CO A4nsenm • H0M— Denver Art Museum, addition to the existing art museum designed by Daniel Libeskind. The building has become a landmark in Denver due to exterior angles and being clad in a titanium skin. Denver, CO 133M— Exempts Good Samaritan Medical Center, a 174 bed hospital with over • Healthcm•e • 477,000sf. Lafayette, CO • S3001, —Children's Garden, interactive park for the City of Fort Collins CO. Complete with Municipal a waterfall, pond, picnic shelter with hydroscape grass roof and hand pumps for children related activities. Fort Collins, CO. • 1.3M — Sunset Pool Bathhouse, Longmont CO Municipal pool facility complete with party room, offices, 4 restrooms and snack bar. • $140K — Nix Farm, Historic Barn renovation and construction of new loafing shed. City of Fort Collins, CO. • $140k — Saint Stephens Plan, new landscape park on Main Street, including 400SF fountain with tiered water feature, Lower Downtown Development Authority, Longmont, CO. E CelineAsbitrj{k'anreaxl.,zet-1111 E. 3P Ave. Longmont CO 80501-303-506-1764 • 2338 Whistler Drive Brian G. Becker 720.987.3954 Longmont, Colorado 80504 tarMog@hotmail.com Experience Summary Over 15 years of experience successfully managing and supervising projects in the construction Industry. Projects valued between $50K and $20M. Projects have been completed in the public sector for the Army Corps of Engineers, the U.S. Department of Energy, the State of Colorado, multiple counties, school districts and municipalities in Colorado. In the private sector successfully completed projects in aviation, tenant finish and residential custom homes. A detailed, energetic and well liked manager delivering projects on time, on budget and to the client's satisfaction. Areas of Expertise • Commercial, institutional and residential • Supervision/coordination of subcontractors • Project management • Safety and OSHA compliance • • Schedule managemeht • Estimating and budget creation • Change management • Excellent communication skills Professional Experience Walsh Construction, Inc. — General Contractor Mar 2013 — Present Loveland, Colorado Project Superintendent • U.S. Army Corps of Engineers — Army Reserve Center, Windsor, CO • City of Fort Collins — Tumberry Road improvements • City of Fort Collins — Spring Creek Trail • Town of Berthoud — Pioneer Park CG Construction, Inc. — General Contractor Feb 2010 — Feb 2013 Englewood, Colorado Project Manager/Superintendent • NREL Field Test Laboratory Building — Thermo -chemistry Lab 101 • NREL Field Test Laboratory Building — Synthetic Chemistry Labs 235/236 • NREL Alternative Fuels User Facility — Process Development Unit • NREL Vehicle Test Pad • Widefield Water and Sanitation District — Air Stripper Plant #2 • . Colorado Department of Agriculture — Security Envelope Upgrades III F&D International, LLC — Project Management/Owner's Representation Feb 2007 — Oct 2009 • Niwot, Colorado Project Manager/Engineer • Grand County Judicial Center • Grand County Administration Building remodel • Steamboat Springs School District — Soda Creek Elementary • Steamboat Springs School District — Strawberry Park Elementary • Steamboat Springs School District — Steamboat Springs Middle School • West Grand School District — PK-8 School • East Grand School District — Middle Park High School • East Grand School District — Granby Elementary School • East Grand School District — Fraser Valley Elementary • XJET FBO — Centennial Airport • )JET Fuel Farm — Centennial Airport Walsh Construction, Inc. — General Contracting Jan 2001 — Dec 2006 Loveland, Colorado Superintendent • City of Loveland — Marianna Butte Golf Course on course bathrooms • City of Loveland — The Old Course on course bathrooms • City of Fort Collins —Spring Park • City of Loveland — Eagleview Park Wildflower Homey, LLC — General Contracting Mar 1999 — Apr 2005 Fort Collins, Colorado • Owner/Partner • Custom Builder — 9 Houses design/build • Tenant Finish - multiple projects • Site Development — Dunes Park Neighborhood Pool/Playground James Construction Company, Inc — General Contracting Dec i997 — Jun 1999 Fort Collins, Colorado Superintendent • Miramont Village PUD — completed 42 luxury patio homes • Site development for Phases 2 & 3 — utilities, curb and gutter, roadway for 30 new lots Education Colorado State University Aug 1993 — Dec 1997 Bachelor of Science — Construction Management Training OSHA 10 Hour Training Course — Miller Safety Consulting — March 2010 Heartsaver First Aid / CPR — Miller Safety Consulting — September 2010 Fall Protection — Miller Safety Consulting — February 2012 Scaffold Training — Miller Safety Consulting — February 2012 Aerial Lift Training — Miller Safety Consulting — November 2012 • 1• 15. Credit available: $ 4 mil 16. Bank Reference: Adams Bank & Trust; Greg Harrell 970-667-4308 17. Will you, upon request, fill out a detailed financial statement and furnish any other information that may be required by the OWNER? yes 18. Are you licensed as a General Contractor? Yes If yes, in what city, county and state? Fr Call ns I .in I e: mer Gnty I n gmcm Graaloa Weld County and more What class, license and numbers? 19. Do you anticipate subcontracting Work under this Contract? Yes 15 % Paving, 2% Tree Removal, • If yes, what percent of total contract? 5% Landscape, 3% Traffic Control And to whom? 20. Are any lawsuits pending against you or your firm at this time? no IF yes, DETAIL 21. What are the limits of your public liability? DETAIL 2,000,000. What company? United Specialty Insurance 22. What are your company's bonding limitations? 4,000,000. 23. The undersigned hereby authorizes and requests any person, firm or corporation to furnish any information requested by the OWNER in verification of the recital comprising this Statement of Bidder's Qualifications. Dated at Loveland this +na , day of August 2014. Company: Walsh Construction Inc. By: Title: President State of r olnradg County of Matthew T Walsh (Name) Printed: Matthew T. Walsh being duly sworn deposes and says that he Of Wolch Conch ir_t'nn Inc (Organization) and that the answers to the foregoing questions and all statements therein contained are true and correct. Subscribed and sworn to before me this 19th day of August 2014. Ld NANCY MARI�$tA:l¢ 'NotaryPublic aTAETAOF CoioR�AW NOTARY le 19 3401T4J1 . CCMM5610N F%PIIlE6 NOYF1P8l'.e. xM I My commission expires: 11-30-2017 0 SECTION 00430 SCHEDULE OF SUBCONTRACTORS List all subcontractors for the work items listed below and all subcontractors performing over 15 % of the contract. ITEM • SUBCONTRACTOR • • 56 BOB Concrete Sideaelk IS Inch) 1,473 SY $ - 57 608 Ccnchhe Cub Ramp w/ Truncated Dome (6lroh) 143 SY $ - 58 No Cub aW Ginter Type 2 (Section FB) 2,757 LF $ - 59 W9 Cub mM Gutter Type 2 (Session 11.8) 2,239 LF $ - 60 610 Exposed Aggregate Median Splash Guar (41nch) 1,781 SF $ - 61 610 Exposed Aggregate Median Caer 1,590 SF $ - 62 619 B Inch PVC Water Main(G-") SO LF $ - 63 619 B Inch x 61nch Ra lueer 1 EA $ - Ba 619 81nch x 241nch Tapping Satldle 1 EA $ - 65 619 8Inch Gale Vale 1 EA $ - 66 619 Fire HyMant Aaaemdy i EA $ - 67 626 Mablllzwion 1 LS $ - 68 630 Type 111 Bticade 3 EA $ - 69 6w Cant wlion Zane Tame Ccrdrl 1 LS $ - LarWerapin Rem* 70 207 Menfim Topsail - 1,790 CY $ - 71 207 T. Lean Tapacil 319 CY $ - 72 207 LlnWh Ale Parkway Topsail 250 CY $ - 73 212 Dryland Seed 47,475 SF $ - 74 213 LaMacape Boulders-A'Boulper 31 EA $ - 75 213 Landscape Swldare -'B' Bwlder 20 EA $ - 76 213 Lanc..aps ecurars -'C Boulder 16 EA $ - 77 213 Landscape Weed Barer Fabric (ALL hnrgenic beds) 739 SY $ - 76 213 Steel Edger 1,560 LF $ - 79 213 Waal (Olgenic) Mulch 9,420 SF $ - 80 213 Irwlganic Mulch 6,650 SF $ - 81 214 Omamemal Street Tree r 32 EA $ - 82 214 Deciduous Street Tree Z' 3 EA $ - 83 214 Shmbs 5 Gal 418 EA $ - 84 214 Perennials 1 Gal 536 EA $ - Addendum 3 — 7676 E Lincoln Ave & 8 Lemay Ave Improvements Page 4 of 6 SECTION 00500 AGREEMENT FORMS 00510 Notice of Award 00520 Agreement 00530 Notice to Proceed • ' SECTION 00510 NOTICE OF AWARD DATE: September 8, 2014 TO: Walsh Construction Inc. PROJECT: 7676 E Lincoln Ave & S Lemay Ave Improvements OWNER: CITY OF FORT COLLINS (hereinafter referred to as "the OWNER") You are hereby notified that your Bid dated August 19, 2014 for the above project has been considered. You are the apparent successful Bidder and have been awarded an Agreement for 7676 E Lincoln Ave & S Lemay Ave Improvements. The Price of your Agreement is One Million Seven Hundred Thirty -Two Thousand Seven Hundred Eleven Dollars ($1.732.711.00). Three (3) copies of each of the proposed Contract Documents (except Drawings) accompany this Notice of Award. Three (3) sets of the Drawings will be delivered separately or otherwise made available to you immediately. You must comply with the following conditions precedent within fifteen (15) days of the date of this Notice of Award, that is by September 9. 2014. 1. You must deliver to the OWNER three (3) fully executed counterparts of the Agreement • including all the Contract Documents. Each of the Contract Documents must bear your signature on the cover of the page. 2. You must deliver with the executed Agreement the Contract Security (Bonds) as specified in the Instructions to Bidders, General Conditions (Article 5.1) and Supplementary Conditions. Failure to comply with these conditions within the time specified will entitle OWNER to consider your Bid abandoned, to annul this Notice of Award and to declare your Bid Security forfeited. Within ten (10) days after you comply with those conditions, OWNER will return to you one (1) fully -signed counterpart of the Agreement with the Contract Docum;ached. Citv of F rt" Ili e` OWNE By: J) Ge S. P I Director of Purchasing & Risk Management 0 . SECTION 00520 AGREEMENT THIS AGREEMENT is dated as of the 8th day of September in the year of 2014 and shall be effective on the date this AGREEMENT is signed by the City. The City of Fort Collins (hereinafter called OWNER) and Walsh Construction Inc. (hereinafter called CONTRACTOR) OWNER and CONTRACTOR, in consideration of the mutual covenants hereinafter set forth, agree as follows: ARTICLE 1. WORK CONTRACTOR shall complete all Work as specified or indicated in the Contract Documents. The Project for which the Work under the Contract Documents may be the whole or only a part is defined as the construction of the 7676 E Lincoln Ave & S Lemay Ave Improvements and is generally described in Section 01010. ARTICLE 2. ENGINEER The Project has been designed by Intenvest Consulting Group. City of Fort Collins Engineering Department is hereinafter called ENGINEER and will assume all duties and responsibilities and will have the rights and authority assigned to ENGINEER in the Contract Documents in connection with completion of the Work in accordance with the Contract Documents. ARTICLE 3. CONTRACT TIMES 3.1 The Work shall be Substantially Complete within fifty (50) calendar days after the date when the Contract Times commence to run as provided in the General Conditions and completed and ready for Final Payment and Acceptance in accordance with the General Conditions within twenty (20) calendar days after the date when the Contract Times commence to run. 3.2. Liquidated Damages. OWNER and CONTRACTOR recognize that time is of the essence of this Agreement and that OWNER will suffer financial loss if the Work is not completed within the times specified in paragraph 3.1. above, plus any extensions thereof allowed in accordance with Article 12 of the General Conditions. They also recognize the delays, expenses and difficulties involved in proving in a legal preceding the actual loss suffered by OWNER If the Work is not completed on time. Accordingly, instead of requiring any such proof, OWNER and CONTRACTOR agree that as Liquidated damages for delay (but not as penalty) CONTRACTOR shall pay OWNER the amounts set forth hereafter. 1) Substantial Completion: Two Thousand Dollars ($2 000) for each calendar day or fraction thereof that expires after the fifty (50) calendar day period for Substantial Completion of the Work until the Work is Substantially Complete. 2) Final Acceptance: After Substantial Completion, Two Thousand Dollars ($2.000) for each calendar day or fraction thereof that expires after the twenty (20) calendar day period for Final Payment and Acceptance until the Work is ready for Final Payment and Acceptance. ARTICLE 4. CONTRACT PRICE 4.1 OWNER shall pay CONTRACTOR for performance of the Work in accordance with the Contract Documents in current funds as follows: One Million Seven Hundred Thirty -Two Thousand Seven Hundred Eleven Dollars ($1,732,711.00), in accordance with Section 00300, attached and incorporated herein by this reference. ARTICLE 5. PAYMENT PROCEDURES CONTRACTOR shall submit Applications for Payment in accordance with Article 14 of the General Conditions. Applications for Payment will be processed by ENGINEER as provided in the General Conditions. 5.1. PROGRESS PAYMENTS. OWNER shall make progress payments on account of the Contract Price on the basis of CONTRACTOR's Application for Payment as recommended by ENGINEER, once each month during construction as provided below. All progress payments will be on the basis of the progress of the Work measured by the schedule of values established in paragraph 2.6 of the General Conditions and in the case of • Unit Price Work based on the number of units completed, and in accordance with the General Requirements concerning Unit Price Work. 5.1.1. Prior to Substantial Completion, Owner will be entitled to withhold as contract retainage five percent (5%) of each progress payment, but, in each case, less the aggregate of payments previously made and less such amounts as ENGINEER shall determine, or OWNER may withhold, in accordance with paragraph 14.7 of the General Conditions. If , in the sole discretion of Owner, on recommendation of Engineer, Owner determines that the character and progress of the Work have been satisfactory to OWNER and ENGINEER, OWNER may determine that as long as the character and progress of the Work remain satisfactory to them, there will be no additional retainage on account of Work completed in which case the remaining progress payments prior to Substantial Completion will be in an amount equal to 100% of the Work completed. 95% of materials and equipment not incorporated in the Work (but delivered, suitably stored and accompanied by documentation satisfactory to OWNER as provided in paragraph 14.2 of the General Conditions) may be included in the application Section 00520 Page 3 for payment. 5.1.2. Upon Substantial Completion payment will be made in an amount sufficient, if necessary, to increase total payments to CONTRACTOR to 95% of the Contract Price, less such amounts as ENGINEER shall determine or OWNER may withhold in accordance with paragraph 14.7 of the General Conditions or as provided by law. 0 5.2. FINAL PAYMENT. Upon Final Completion and Acceptance of the Work in S accordance with paragraph 14.13 of the General Conditions, OWNER shall pay the remainder of the Contract Price as recommended by ENGINEER as provided in said paragraph 14.13. ARTICLE 6. CONTRACTOR'S REPRESENTATION In order to induce OWNER to enter into this Agreement, CONTRACTOR makes the following representations: 6.1. CONTRACTOR has familiarized himself with the nature and extent of the Contract Documents, Work, site, locality, and with all local conditions and Laws and Regulations that in any manner may affect cost, progress, performance or furnishing of the Work. 6.2. CONTRACTOR has studied carefully all reports of explorations and tests of subsurface conditions and drawings of physical conditions which are identified in the Supplementary Conditions as provided in paragraph 4.2 of the General Conditions. 6.3. CONTRACTOR has obtained and carefully studied (or assumes responsibility for obtaining and carefully studying) all such examinations, investigations, explorations, tests, reports, and studies (in addition to or to supplement those referred to in paragraph 6.2 above) which pertain to the subsurface or physical condition at or contiguous to the site or otherwise may affect the cost, progress, performance or furnishing of the Work as ...CONTRACTOR considers necessary for the performance.or furnishing of the Work at the Contract Price, within the Contract Times and in accordance with the other terms and conditions of the Contract Documents, - including specifically the provisions of paragraph 4.2 of the General Conditions; and no additional examinations, investigations, explorations, .. tests, reports, studies or similar information or data are or will be required by CONTRACTOR for such purposes. 6.4. CONTRACTOR has reviewed and checked all information and data shown or indicated on the Contract Documents with respect to existing Underground Facilities at or contiguous to the site and assumes responsibility for the accurate location of said Underground Facilities. No additional examinations, investigations, explorations, tests, reports, studies or similar information or data in respect of said Underground Facilities are or will be required by CONTRACTOR in order to perform and furnish the Work at the Contract Price, within the Contract Times and in accordance with the other terms and conditions of the Contract Documents, including specifically the provision of paragraph 4.3. of the General Conditions. 6.5. CONTRACTOR has correlated the results of all such observations, examinations, investigations, tests, reports and data with the terms and conditions of the Contract Documents. 6.6. CONTRACTOR has given ENGINEER written notice of all conflicts, errors or discrepancies that he has discovered in the Contract Documents and the written resolution thereof by ENGINEER is acceptable to CONTRACTOR. • • ARTICLE 7. CONTRACT DOCUMENTS 7.1 The Contract Documents which comprise the entire Agreement between OWNER and CONTRACTOR concerning the Work consist of the General Conditions, Supplementary Conditions, those items included in the definition of "Contract Documents" in Article 1.10 of the General Conditions, and such other items as are referenced in this Article 7, all of which are incorporated herein by this reference. 7.2 Forms for use by CONTRACTOR in performing the Work and related actions in carrying out the terms of this Agreement are deemed Contract Documents and incorporated herein by this reference, and include, but are not limited to, the following: 7.2.1 Certificate of Substantial Completion 7.2.2 Certificate of Final Acceptance 7.2.3 Lien Waiver Releases 7.2.4 Consent of Surety 7.2.5 Application for Exemption Certificate 7.2.6 Application for Payment 7.3 Drawings, consisting of a cover sheet and sheets numbered as follows: SHEET NO. DESCRIPTION OF SHEETS 1 COVER SHEET 2.3 GENERAL NOTES 4 SUMMARY OF APPROXIMATE QUANTITIES S-7 HORIZONTALCONTROLPLAN 8.9 TYPICALSECTIONS 10.13 • REMOVAL& RELOCATION PLAN 14. 18 ROADWAY PLAN&PROFILES 20-22 MEDIAN PLAN & PROFILES 23-28 GRADING PLAN& EROSION CONTROL PLAN 27-28 INTERSECTION GRADING PLAN 28-31 UTILRY PLAN &PROFILE 32-38 SIGNING & STRIPING PLAN 38-40 CROSS SECTIONS 41 -47 CONSTRUCTION DETAILS LI-L7 LANDSCAPE PLANS IRO -IRS IRRIGATION PLANS The Contract Drawings shall be stamped "Final for Construction" and dated. Any revisions made shall be clearly identified and dated. 7.4. Addenda Numbers 1 to 3, inclusive. 7.5. The Contract Documents also include all written amendments and other documents amending, modifying, or supplementing the Contract Documents pursuant to paragraphs 3.5 and 3.6 of the General Conditions. 7.6. There are no Contract Documents other than those listed or incorporated by reference in this Article 7. The Contract Documents may only be amended, modified or supplemented as provided in paragraphs 3.5 and 3.6 of the General Conditions. ARTICLE 8. MISCELLANEOUS 8.1. Terms used in this Agreement which are defined in Article I of the General Conditions shall have the meanings indicated in the General Conditions. 8.2. No assignment by a party hereto of any rights under or interests in the • Contract Documents will be binding on another party hereto without the written consent of the party sought to be bound; and specifically but not without limitations, moneys that may become due and moneys that are due may not be assigned without such consent (except to the extent that the effect of this restriction may be limited by law), and unless specifically stated to the contrary in any written consent to an assignment no assignment will release or discharge that assignor from any duty or responsibility under the Contract Document. 8.3. OWNER and CONTRACTOR each binds itself, its partners, successors, assigns and legal representatives to the other party hereto, its partners, successors, assigns and legal representatives in respect to all covenants, Agreement and obligations contained in the Contract Document. OWNER: CITY OF FORT C LI CONTRACTOR: WALSH CONSTRUCTION INC. By: r By: FTA TTCaroov ITV AAA Ar-!=P By: �Wi GORY S. PAUL PRINTED . DIRECTOR OF PURCHASING AND RISK K MANAGEMENT Title: ear' [% "V` Title: Date: 3 ° Data: . o.....:.•.c4, City Clerk Address for giving notices: P. O. Box 580 Fort Collins, CO 80522 pproved as to orm( L Ass as City Attorney SEAL 1 1 1 (CORPORATE SEAL) Attest Address for giving notices: WALSH CONSTRUCTION. INC. PIPG nPFN VIEW PLACE LOVELAND, CO 30537 19701622-847 License No.: df—//9 W SECTION 00530 NOTICE TO PROCEED Description of Work: 7676 E Lincoln Ave & S Lemay Ave Improvements To: Walsh Construction Inc. This notice is to advise you: That the contract covering the above described Work has been fully executed by the CONTRACTOR and the OWNER. That the required CONTRACTOR's Performance Bond and Payment Bond have been received by the OWNER. That the OWNER has approved the said Contract Documents. Therefore, as the CONTRACTOR for the above described Work, you are hereby authorized and directed to proceed within (_) calendar days from receipt of this notice as required by the Agreement. Dated this day of , 20_ The dates for Substantial Completion and Final Acceptance shall be , 20_and _ . , 20_, respectively. City of Fort Collins OWNER Title: ACKNOWLEDGMENT OF NOTICE Receipt of the above Notice to Proceed is hereby acknowledged this _day of 20_ CONTRACTOR: Walsh Construction Inc. By: Title: 0 SECTION 00600 . BONDS AND CERTIFICATES 00610 Performance Bond 00615 Payment Bond 00630 Certificate of Insurance 00635 Certificate of Substantial Completion 00640 Certificate of Final Acceptance 00650 Lien Waiver Release (CONTRACTOR) 00660 Consent of Surety 00670 Application for Exemption Certificate 0 U • SECTION 00610 PERFORMANCE BOND Bond No. S432035 KNOW ALL MEN BY THESE PRESENTS: that Walsh Construction Inc. 8139 Open View Place, Loveland, CO 80637 (an Individual), (a Partnership), (a Corporation , hereinafter referred to as the "Principal" and (Firm) Employers Mutual Casualty Company (Address) RO, Box 712, Des Moines. IA 50306 hereinafter referred to as "the Surety", are held and firmly bound unto City of Fort Collins, 300 Laporte Ave Fort Collins Colorado 80522 a (Municipal Corporation) hereinafter referred to as the "OWNER", in the penal sum of One Million Seven Hundred Thirty -Two Thousand Seven Hundred Eleven Dollars ($1 732 711.00) in lawful money of the United States, for the payment of which sum well and truly to be made, we bind ourselves, successors and assigns, jointly and severally, firmly by these presents. THE CONDITIONS OF THIS OBLIGATION are such that whereas the Principal entered into a certain Agreement with the OWNER, dated the Bth day of September, 2014, a copy of which is hereto attached and made a part hereof for the performance of The City of Fort Collins Project, 7676 E Lincoln Ave & S Lemay Ave Improvements. NOW, THEREFORE, if the Principal shall well, truly and faithfully perform its duties, all the undertakings, covenants, terms, conditions and agreements of said Agreement during the original term thereof, and any extensions thereof which may be granted by the OWNER, with or without Notice to the Surety and during the life of the guaranty period, and if the Principal shall satisfy all claims and demands incurred under such Agreement, and shall fully indemnify and save harmless the OWNER from all cost 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 the said Surety, for value received, hereby stipulates and agrees that no change, extension of time, alteration or addition to the terms of the Agreement or to the Work to be performed thereunder or the Specifications accompanying the same shall in any way affect its 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 Agreement or to the Work or to the Specifications. 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. PROVIDED, FURTHER, that the Surety Company must be authorized to transact business in the State of Colorado and be acceptable to the OWNER. 0 05 214 Ornamental Grasses 1 Gal 337 EA $ - Be 214 taiMscape Maiirtenance(2 YeM(Meduvi, Only) 1 LS $ - 87 623 Inrigation System -Medians 15,653 SF $ - 88 623 Sprinkler Imgalion, West ROW, sensor from Private Property 7.W8 SF $ - 89 623 Dip lmgation, Wast ROW, eared from Private Property 1,400 SF $ - 90 623 Bubbler Irrigation Zones to Naw Trees, West ROW, north Of Magrolla 2 EA $ - 91 623 Bubda IMgetlon Zones to New Trees, Wast ROW, south of Magnolia 6 EA $ - 92 823 ImgaBon Cmcrol System- Medians arol south West tore bubblerzmes 1 EA $ - 93 623 Beck rim Corolla Pad end Endmuw Median 1 EA $ - Landscaping Peme-Phese2 94 212 Tuff Scat -West PaMWay 7,330 SF $ - 95 213 Landscape Boulders -'A' Boulder 10 EA $ - 96 213 Landscape Boulders -'B'SoUcar 7 FA $ - 97 213 Landscape Weed Banter FaGic (ALL nor anic beds) 138 BY $ - 96 213 Stet Edger 420 LF $ - 99 213 Wood(Oiganic) Mulch 1,500 SF $ - im 213 Inorganic Mulch 1,250 Sir $ - 101 214 Omemerval Strsat Tree Z 11 EA $ - 102 214 Daciduam Street Tree 2' 10 EA $ - 103 214 Shrubs S Gel 60 EA $ - 104 214 Ornamental Grasses 1 Gal 70 EA $ - Work To Se Performed By Olham 105 210 Rest Cathatle ProtecOlan Wit 3 EA $ - I w 210 Reset Street Lt9hl 7 EA $ - 107 210 Reset Water Meta 1 EA $ - 108 614 Magnolia Intersection Traffic Signal 1 US $ - 109 614 Signing 7 EA $ - 110 619 Blow -off Fire Hytlmnt Assembly 1 EA $ - ill - Bus Shelter 1 FA $ - 112 625 Construction Surasying 1 tS $ - 113 6V 4Inch Dcude Yellow Lane Una 390 LF $ - Addendum 3 — 7676 E Lincoln Ave & 8 Lemay Ave Improvements Page 5 of 6 • • 0 • IN WITNESS WHEREOF, this instrument is executed in three (3) counterparts, each one of which shall be deemed an original, this 12 day of September . 2014. IN P SENCE OF: Principal C Walsh Construction, Inc. (Title) (Title) eta (Corporate Seal) 8139 Opan Vlaw Plaw, Loveland, CO 80637 (Address) IN PRESENCE OF: IN PRESENCE O • Mary RJtl our �G (Surety Seal) 11 Other Partners surety -Em oy.. Mutual Casuallyc mpany By. MnNyK maµlmFad P.O. Box 712, Des ea, IA 50306 (Address) NOTE: Date of Bond must not be prior to date of Agreement. If CONTRACTOR is Partnership, all partners should execute Bond. t SECTION 00615 PAYMENT BOND Bond No. sa32035. KNOW ALL MEN BY THESE PRESENTS: that Walsh Construction Inc. 8139 Open View Place, Loveland, CO 80537 (an Individual), (a Partnership), (a Corporation), hereinafter referred to as the "Principal' and (Firm) Employers Mutual Casualty Company (Address) P.O. Box 712, Des Maine., IA 50306 hereinafter referred to as "the Surety", are held and firmly bound unto the City of Fort Collins 300 Laporte Ave. Fort Collins Colorado 80522 a (Municipal Corporation) hereinafter referred to as "the OWNER", in the penal sum of One Million Seven Hundred ThirtV-Two Thousand Seven Hundred Eleven Dollars ($1,732.711.00) in lawful money of the United States, for the payment of which sum well and truly to be made, we bind ourselves, successors and assigns, jointly and severally, firmly by these presents. THE CONDITIONS OF THIS OBLIGATION are such that whereas the Principal entered into a certain Agreement with the OWNER, dated the 8t i day of September, 2014, a copy of which is hereto attached and made a part hereof for the performance of The City of Fort Collins Project, • 7676 E Lincoln Ave & S Lemay Ave Improvements. NOW, THEREFORE, if the Principal shall make payment to all persons, firms, subcontractors, and corporations furnishing materials for or performing labor in the prosecution of the Work provided for in such Agreement and any authorized extension or modification thereof, including all amounts due for materials, lubricants, repairs on machinery, equipment and tools, consumed, rented or used in connection with the construction of such Work, and all insurance premiums on said Work, and for all labor, performed in such Work whether by subcontractor or otherwise, then this obligation shall be void; otherwise to remain in full force and effect. PROVIDED, FURTHER, that the said Surety, for value received, hereby stipulates and agrees that no change, extension of time, alteration or addition to the terms of the Agreement or to the Work to be performed thereunder or the Specifications accompanying the same shall in any way affect its 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 Agreement or to the Work or to the Specifications. 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. PROVIDED, FURTHER, that the Surety Company must be authorized to transact business in the State of Colorado and be acceptable to the OWNER. • IN WITNESS WHEREOF, this instrument is executed in three (3) counterparts, each one of which shall be deemed an original, this 12 day of September , 2014. IN PRSENCE OF: Principal <-. 7 Walsh Construction. Inc. SGGrG'I-%-^3/ (Title) '-7V� (Titlej��ESid�tS�' (Corporate Seal) 8139 Open View Place, Loveland, CO 80537 (Address) IN PRESENCE OF: Other Partners NIA By; NIA By: IN PRESENCE O Surety -E npl m Mutual Casually Comp y f! By ey N.M@iwn/Pllom - Fact • MaryRidenour P.O. Be. 712, Des Moil o (Address) (Surety Seal) NOTE: Date of Bond must not be prior to date of Agreement. If CONTRACTOR is Partnership, all partners should execute Bond. 0 /EMC. INSURANCE P.O. Box 712• Des Moines, Iowa 50301 CERTIFICATE OF AUTHORITY INDIVIDUAL ATTORNEY -IN -FACT KNOW ALL MEN BY THESE PRESENTS, that 1. Employers Mutual Casualty Company, an Iowa Corporation I. Dakota Fire Insurance Company, a North Dakota Corporation 2. EMCASCO Insurance Company, an lows Corporation 6. EMC Properly ItCasualty Company, an Iowa Corporation 3. Union Insurance Company of Providence, an Iowa Corpoatlon 7. Hamilton Mutual Insurance Company, an Iowa Corporation 4. Illinois EMCASCO Insurance Company, an Iowa Corporation hereinafter referred to severally as "Company' antl collectively as •Campanian•, each does, by these presents, make, constitute and appoint: TIMOTHY J. BLANCHARD, ASHLEY K. ANDERSON, JONATHAN B. LAND, ROBERT CHARLES TORREZ, VICKIE GOLOBIC, BRIAN MAYER, TERRI L. REESE, BROOKE DIANA LEE BECK, ANITA CLAYTON KELLER, INDIVIDUALLY, GRAND JUNCTION, COLORADO Its true and lawful atlomey-in-fact, with full power and mentally confemed to sign, seal, and execute the following Surety Bond: ANYANDALLBONDS and m bind each Company thereby as fully and to the same extent as if such instruments were signed by the duly authorized offices of each such Company, and all of the acts of mid attorney pursuant to the authority hereby given are hereby ratified and confined. The authority hereby granted shall expire April 1, 2015 unless sooner revoked. AUTHORITY FOR POWER OF ATTORNEY This Powarof-Atlomey is made and executed pursuant to and by the authority of the following resolution of the Boards of Directors of each of the Companies W the got regularly scheduled meeting of each company duly called and held In 1999: RESOLVED: The President and Chief Execmlve Officer, any Vice President, the Treasurer and the Secretary of Emplowis Mutual Casualty Company shall have power and aulhoriry to (1) appoint aRomays-In-fact and authorize them to execute on behalf of each Company end attach the seal of the Company thereto, bonds and undertakings, recognizances, contracts of IndemNry and other writings obligatory in the nature fheram; and (2) to remove any such attomey-in-fact at any time and revoke the pow rrand authority given he him or her. Atmmeys-io-hct shall have power and authority, subject m the terms and limitations of the power-ofarorney issued to them, 0 execute and deliver on behalf of the Company, and to attach the seal of the Company thereto, bonds and undertakings, recognizences, contracts of indemnify and other writings obligatory in the nature thereof, and any such instrument executed by any such aaamey-In-fact shall be fully and in ore respects binding upon the Company. Certification as to the validity of any power-ofatlorneycommitted herein make by an officer of Employers Mutual Casualty Company shall be fully and in all respects binding upon this Company. The facslml le or mechanically reproduced signature of such officer, whether made heretofore or hereafter, Wherever appearing upon a certified copy of any power-of-mo rnmy of the Company, shall be valid and binding upon the Company with the seine force and effect as though manually, affixed. IN WITNESS THEREOF, the Companies have caused these present m be signed for each by their officers as shown, and the Corporate seals to be hereto affixed this 22nd day of June, 2010. AIZ— .`°Y °^^ '.=fp„w•°.:; 2'.�'s'I,Seals Bruce G. Kelley, Chairman Michael Fmel of Companies 2,3,4,566; Presider reta Assistant Secry �gE SEAL; , s3 1663 :o: 1953 : of Company l; Vice Chairman and `°",' ..,,:' F F�. o•, imw;YA., . CEO of y T ,Y p„ •• ;, .�;,nwi Onthis22nd dayet June, AD20f0 halos me a Notary Publicin and forthe Stale of Iowa, ^� ,.••' -• v `1; personally appeared Brace G. Kelley and Michael Fre il, who, being by me duly sworn, ��P �"° °"%°� = c s; .✓•°"@'= s % ,`_ did my that they are, and are known to me to be the Chairman, Presidenl, Vice Chairman _ S 2 SEAL 5's = S a SEAL iiii i; SEAL and CEO, andfor Asslsmrd Secretary, respectively, of each of the Companies above; that • ' the seals affixed to this Instrument are the seas of said corporations; that said Instrument -'•1„°»,;'o;�".•` i;�.. vx was elgnetl antl sealed on behalf of each of the Companies by authority of their respective "'•^ ""'^'"• " ° Boards of Directors; and that the said Bruce G. Kelley and Michael Freet, as such oMcem, eTU acknowledged the execution of sail Instrument to be their voluntary act and deed, and the v� voluntary act and deed of each of the Companies. LAUREL A, BLOBS My Commission Expires March 13, 2014. ?TBfA® COMMISSION NO. 183662 PIRES e q ^ v' > AN AIMISSIONEVR/RES (J�)z^v ^'l"L'"',-.e[/—(il. /A~Lap-�ue, `,I,✓..Uj a'o/Inns, to`e owe 3^I Notary Public in and for the Stale of Iowa CERTIFICATE 1, James D. Clough, Vice President of the Companies, do hereby of that the foregoing reaolubon of the Boards of Directors by each of the Companies, and this Power of Atlamey Issued pursuant thereto on 22nd day of June, 2010, are true and correct and are stil In full tones and effect In Testimony Whereof I have subscribed my name and affixed the facsimile seal of each Company this 12N day of September 2014 (— �Q ` J /Z Vice Prea dent • SECTION 00630 CERTIFICATE OF INSURANCE CONTRACTOR shall insert his own standard form for Certificate of Insurance. • 40 OP ID: TA d►m��zn CERTIFICATE OF LIABILITY INSURANCE 0911612116/2014 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER, AND THE CERTIFICATE HOLDER. IMPORTANT: H the certificate holder is an ADDITIONAL INSURED, the polloy(lol must be endomed. If SUBROGATION IS WAIVED, subject to the terms and conditions of the policy, certain policies may require an endorsement. A steOment on this certificate does not confer rights to the certificate holder In lieu of such endomeme s). PRODUCER Phone: 970-22348 Front Range Insurance Group 1100 Haxton Drive Suite 100 Fax:INC.No: Fort Collins, CO 80525 COXTPC� rxoxe FAX E.WJL David A. Wooldridge LUTCFAAI MD&WALSH4 INSUM APEOMN000V8MOE NAIeR INSURED Walsh Construction, Inc. INBORN A: Plnmcol Assurance 41190 Matthew Walsh, Pres. 8139 Open View Place Loveland, C080637 INSUREI V"u.° ap call, lnsur nue IxeuReR c: Travelers 25882 INSUMRD:Atul INSURIRE: INSURER F: COVERAGES CERTIFICATE NUMBER: REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. less Im TYPE OF IXNIRANCE POLICYNUMBER POLICY EFF POLICY UP LIMITS B OlNIRALWBILIrY X COMMERCIALGENERALDABILRY CUPMS#UDE �X OCCUR X BV01412931 0711312014 0711=01$ EACHCCCURRENCE f 1,000,00 PREMISES EPacwmnu $ 100,00 MEGEXP A o f BOO PERSONALIAOVIWURY 8 1,000,00 GENERALAGOREOATE S 2,000,00 GENL MMREGTE POLICY LIMIT APPLIES MR: [XI PRO- Lam, pROOUCTS LOMP,DP AGG f 2,000,0001 f D AussecaIl LassuTY AIRYALD, ALLOWNEDAUTOS SCHEWLEDAUTOS HIREDAUTOS NONJWNEDAUTOS X 74164 X74164 X74164 X74164 - /7/0311014 071OW2014 07/03/2014 0710 =15 0710312015 07M M15 COMBINED SINGLE UNT E. esmm) OCULY INJURY (Par pmn) 5 1,000,00 5 X X ?ONLY auum 1Por sayllma f PROPERTY ."DE (Pdxtldwo 5 X X 5 r U e"Ma"ALMe EXCESS LIAe OCCUR CLUMSMACf EACNa RMCE $ AGGREGATE f OEWCDKE RETEMION 3 f Is A WORKERS COMPBNAXDON ANYLOYENeLIAa1LD"TORY PPOPRIETCRNARmERIEXEClI11vEYI" 0FMQFnMEM FR EXCLUDED? ❑ (Mande, In NH) 11 Yes de:cn neunder OEBCRIv= OS OPrr"ous m MIA 104361 05/01/201a 06/01/2016 WCSTATI4 X OTH- LIMITS EL EACH ACCIDENT s 1,000,00 E.L. DISEASE -EA EMPLOYE $ 1,000,00 E L DSEASEPOLICY LIMIT 5 1,000,00 C camenom Equip SH0 MM100A OB0112014 06101/2016 SCh Equip 174,20 Leas/RBM 260,00 DESCRIPTION OF OPERATIONS I LOCATIONS I WHICUES coach MARD IN. MMXIwI Ramos Seedulo. X man, a Moved) City of Port Collins Is listed as Additional Insured with respects to the General Liability and Auto Policy. CITY-02 SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN City of Fort Collins ACCORDANCE WITH THE POLICY PROVISIONS. 215 North Mason St Fort Collins, CO 80521 AUMORDEO REPRESENTATIVE ACORD 25 (2009109) The ACORD name and logo are registered marks of ACORD • SECTION 00635 CERTIFICATE OF SUBSTANTIAL COMPLETION • 40 TO: CITY OF FORT COLLINS (OWNER) DATE OF SUBSTANTIAL COMPLETION: PROJECT OR SPECIFIED PART SHALL INCLUDE: PROJECT TITLE: 7676 E Lincoln Ave & S Lemav Ave Improvements LOCATION: Fort Collins. Colorado OWNER: City of Fort Collins CONTRACTOR: Walsh Construction Inc. CONTRACT DATE: September 8. 2014 The Work performed under this contract has been inspected by authorized representatives of the OWNER, CONTRACTOR, and the ENGINEER and the project or specified part of the project, as indicated above) is hereby declared to be substantially completed on the above date. A tentative list of items to be completed or corrected is appended hereto. This list may not be exhaustive, and the failure to include an item on it does not alter the responsibility of the CONTRACTOR to complete all the Work in accordance with the Contract Documents. ENGINEER - AUTHORIZED REPRESENTATIVE The CONTRACTOR accepts the above Certificate of Substantial Completion and agrees to complete and correct the items on the tentative list Within the time indicated. CONTRACTOR AUTHORIZED REPRESENTATIVE The OWNER accepts the project or specified area of the project as substantially complete and will assume full possession of the project or specified area of the project at 12:01 a.m., on _ . The responsibility for heat, utilities, security, and insurance under the Contract Documents shall be as set forth under "Remarks" below. CITY OF FORT COLLINS, COLORADO OWNER REMARKS: By: AUTHORIZED REPRESENTATIVE 0 0 0 SECTION 00640 CERTIFICATE OF FINAL ACCEPTANCE 20 TO: Walsh Construction Inc. Gentlemen: You are hereby notified that on the day of , 20_, the City of Fort Collins, Colorado, has accepted the Work completed by Walsh Construction Inc. for the City of Fort Collins project, 7676 E Lincoln Ave & S Lemav Ave Improvements. A check is attached hereto in the amount of $ as Final Payment for all Work done, subject to the terms of the Contract Documents which are dated September 8, 2014. In conformance with the Contract Documents for this project, your obligations and guarantees will continue for the specified time from the following date: 20_. Sincerely, OWNER: City of Fort Collins By: • Title: ATTEST: Title: 0 SECTION 00650 LIEN WAIVER RELEASE (CONTRACTOR) TO: City of Fort Collins. Colorado (OWNER) FROM: Walsh Construction Inc. (CONTRACTOR) PROJECT: 7676 E Lincoln Ave & S Lemay Ave Improvements 1. The CONTRACTOR acknowledges having received payment, except retainage from the OWNER for all work, labor, skill and material furnished, delivered and performed by the CONTRACTOR for the OWNER or for anyone in the construction, design, improvement, alteration, addition or repair of the above described project. 2. In consideration of such payment and other good and valuable consideration, the receipt and adequacy of which are hereby acknowledged, the CONTRACTOR voluntarily waives all rights, claims and liens, including but not limited to, mechanic's liens, Miller Act claims (40 U.S.C.A. 270 a and b), stop notices, equitable liens and labor and material bond rights which the CONTRACTOR may now or may afterward have, claim or assert for all and any work, labor, skill or materials furnished, delivered or performed for the construction, design, improvement, alteration, addition or repair of the above described project, against the OWNER or its officers, agents, employees or assigns, against any fund of or in the possession or control of the OWNER, against the project or against all land and the buildings on and appurtenances to the land improved by the project. . 3. The CONTRACTOR affirms that all work, labor and materials, furnished, delivered or performed to or for the construction, design, improvement, alteration, addition or repair of the project were furnished, delivered or performed by the CONTRACTOR or its agents, employees, and servants, or by and through the CONTRACTOR by various Subcontractors or materialmen or their agents, employees and servants and further - affirms the same have been paid in full and have released in full any and all existing or possible future mechanic's liens or rights or claims against the project or any funds in the OWNER'S possession or control concerning the project or against the OWNER or its officers, agents, employees or assigns arising out of the project. 4. The CONTRACTOR agrees to defend and hold harmless the OWNER, the lender, if any, and the Surety on the project against and from any claim hereinafter made by the CONTRACTOR'S Subcontractors, materialmen, employees, servants, agents or assigns against the project or against the OWNER or its officers, employees, agents or assigns arising out of the project for all loss, damage and costs, including reasonable attorneys fees, incurred as a result of such claims. 5. The parties acknowledge that the description of the project set forth above constitutes and adequate description of the property and improvements to which this Lien Waiver Release pertains. It is further acknowledged that this Lien Waiver Release is for the benefit of and may be relied upon by the OWNER, the lender, if any, and Surety on any labor and material bonds for the project. CI • • 114 627 4 Inch YNlwwhh4 Inch DeeheE Yellow Una 2,900 LF $ - 115 627 4Inch Dashed White Lade Una (10rIwg with 30 pep) 1,227 LF $ - 116 527 8Inch SoIld White Channelizirg line 4,388 LF $ - 117 627 4 Inch Solid White Ulna 11521 LF $ - lie 627 41nch Dottetl White One 1,314 LF $ - 119 627 Cmsswalk Bars 64 EA $ - im 627 Paw ent Marking 410 SF $ - TOTAL BASE BID $ - IN WORDS Addendum 3 — 7676 E Lincoln Ave & S Lemay Ave Improvements Page 6 of 6 • Signed this day of , 20_ CONTRACTOR: WALSH CONSTRUCTION INC. 0 Title: ATTEST: Secretary STATE OF COLORADO ) )ss. COUNTY OF LARIMER ) Subscribed and sworn to before me this day of 20, • Witness my hand and official seal. Notary Public My Commission Expires: 0 SECTION 00660 CONSENT OF SURETY TO: City of Fort Collins. Colorado (hereinafter referred to as the "OWNER') CONTRACTOR: Walsh Construction Inc. PROJECT: 7676 E Lincoln Ave & S Lemav Ave Improvements CONTRACT DATE: September 8. 2014 In accordance with the provisions of the Contract between the OWNER and the CONTRACTOR as indicated above, for (Surety) on bond of hereby approves of the Final Payment to the CONTRACTOR, and agrees that Final Payment to the CONTRACTOR shall not relieve the Surety Company of any of its obligations to the OWNER, as set forth in the said Surety Company's Bond. IN WITNESS WHEREOF, the Surety Company has hereunto set its hand this day of , 20_ . (Surety Company) • By: ATTACH: Power of Attorney and Certificate of Authority oL-Attomey(s)-in-Fad. 0 SECTION 00670 APPLICATION FOR EXEMPTION CERTIFICATE DR 0172 (12198) COLORADO DEPARTMENT OF REVENUE DENVER CO 60261 (303)232-2416 CONTRACTOR APPLICATION FOR EXEMPTION CERTIFICATE Pursuant to Statute Section 39-26.114(1)(a)(XIX) l.J NnTweRp The exemption certificate forwhlch you are applying must be used only for Me purpose of Pummeling MWMCticn and building materials for the exempt project described below. This exemption does not Include or apply to the purchase or rental of equipment, supplies, and maleness which are purchased, rented. or consumed by the contractor and which do not become part of the structure. highway, mad, street, or other public works owned and used by the exempt orgennabbit. My unauthorized use of the exemption certificate will result in revocation of your exempton certificate and other penalties provided by 1. A separate certificate is required for each contract. Subcontractors will not be issued Certificates of Exemption by the Department of Revenue. It is the responsibility of the prime contractor to Issue certlfcautes to each of the subcontractors. (See reverse side). FAILURE TO ACCURA TELY COMPLETE ALL BOXES WILL CAUSE THE APPLICATION TO BE DENIED. ReglstralamAccount Nogo he mal,fid by CDR) Period 0170-750 (999) $0.00 89 - CONTRACTOR INFORMATION Trade namelDBA'. owner, perver, n.r. n. o Melling address (City, Shire, Zlp): .person Ewell address: Federal Employets demarcation Number: W amount for year contract Fri Number autlnuatakplvie lwmWr. COMatlowmbWnp tax attewxtwmMx Copies of contract or agreement pages (1) identifying the contracting parties EXEMPTION INFORMATION and(2)containing signatures of contracting parties must be attached. Neme rf e[ampt.,nirafmn (se shown on wMndt: Eeempl og tio-im na number: 98 - Adrees of exempt organization (City, 6hiM1. Op): ladnrlpal come. at exempt organization: Peapal cwtlecl'e M1lepMmnumber: Physical location of project site (give actual address when applicable and case andNm County (Ira) where project le Ioo ned) SehenuiM Martin Oey Year Esdmnted Made pay Veer consconon star date omplmm eats I declare under penalty of pery'ury in the second degree that the statements made in this application are true and complete to the best of my knowledge. Signature of barer, greet or dangerous Officer: The of corporate officer. Date: DO NOT WRITE BELOW THIS LINE 0 P Special Notice Contractors who have completed this application in the past, please note the following changes in procedure: The Department will no longer issue individual Certificates of exemption to subcontractors. Only prime contractors will receive a Contractor's Exemption Certificate on exempt projects. Upon receipt of the Certificate, the prime contractor should make a copy for each subcontractor involved in the project and complete it by filling in the subcontractor's name and address and signing it. The original Certificate should always be retained by the prime contractor. Copies of all Certificates that the prime contractor issued to subcontractors should be kept at the prime contractor's place of business for a minimum of three years and be available for inspection in the event of an audit. Once an 89# has been assigned to you, please use the next five numbers following it for any applications submitted for future projects. This should be your permanent number. For instance, if you were assigned 89-12345-0001, every application submitted thereafter should contain 89-12345 on the application. The succeeding numbers will be issued by the Department of Revenue. DO NOT enter what you believe to be the next in sequence as this may delay processing of your application. • 0 SECTION 00700 GENERAL CONDITIONS GENERAL CONDITIONS � 1 14T6)@Y VATom These GENERAL CONDITIONS have bum developed by using the STANDARD GENERAL CONDITIONS OF THE CONSTRUCTION CONTRACT prepared by the Engincers Joint Contract Dwan eras Commina,EJCOCNo. 1910-3(IWO Edition). ass ham Changesto that document arc ahavn by underlining Oat that has been added and striking through text that has been deleted • EICDC GENERAL CONDITIONS 1910-8 (1990 EDITION) WITH CITY OF FORT COLLINS MODIFICATIONS (REV 9/99) 0 Article or Paragraph Numb" &Title F.T.-mr-vori'V TABLE OF CONTENTS OF GENERAL CONDITIONS Page Article or P .. 1pph Page Number N..ber & Title Number 1.1 Mdermia .... ....................... ..... ............ j 1.2 Araerrerk ............................. ........... j 1.3 Appliestion for Payniank ...................... 1 1.4 A w . . . . .................... ............... 1.5 Bid 1.6 Bidding Do,nurnent, 1.7 Bidding R"ner...r..........................1 1.3 Bends 1.9 Change Order...................................._I 1.10 C.Ma Decueneran .. ... ..... ............._A 1.11 C.."a Price , ......... .. ....................... 1 1.12 CrmraaTimes_ ..... ....... .... .. .... ....... 1 1.13 WNTRACTOR. 1 1,14 deferliva..........................................1 1.15 Dravdrgs ......... ...... _ .............. ......... j IA6 Hffaiv. Dew efthe Agrccrunt. . .... j 1.17 M40MER I 1.18 RNOINEW. Cnesulturt ....... ..............1 1.19 Field Order 1 LID Gener.1 Reniwern.rin .........................2 121 lbeard. W.M., 2 1.22.n La. and Rugudmi.., Lawn or Rq.l.fiun, .... ....................... 1.21b Legal Hhd.A ......... ... ............. ....... :2 1.23 Lin . .......... .. . . ................ ........ ....... 2 .24 Milestone- . .. .... ............ -'. ..2 1.25 Noli. afAward 2 1.26 Notice to Proneecl, ....................... 2 1.27 1.29 1.29 1.30 1.31 1.32n 1.32.b 1.33 1.34 1,35 1.36 1.37 1.39 1.39 1.40 1.41 1.42 1.43 L" LAS 0 S.Pplern..uey6unditrurs1, - . . ....2... Supplier_ .............. .............. ............ Underground Facilkets, ................... 2-3 Unit M. Work .................................. 3 Week..................................................3 Work Change Directive....._........._3 Written Ansarden ank .3 PRMLUVONARYMAMRS. -- - - . ....... - ... .3 11 Delwery.rBuml . .............................3 2.2 copi...Monunenter-- ...... 23 ceenmerument orcmurw Tinnes; Notion to Premed_.........,,? 2.4 Slaften; the Work- ..........................3 25-2.7 Before swains coreftrulluotu CONTRACTORaRespornribifity w Report; Preliminary Shdd.% Deb,." of ceftifiewtes of I....q ............... .... ... __34 2.9 Reennehudim C..fonnm .............. 4 2.9 Initially Acoepub4a Schedulcn__ 4 CONTRACT DOCUMENTS: INTENT. AMENIM0, RISUSE ......... . ... 4 3.1-3.2 Intent ......................................... 3.3 Ref.. w Sw.d.,dsarrd S,.i- ficution, rfTechrml Societies: Reporting and Rmlying Dt- .'epwi es ................................. 43 3.4 Intent cd Certi. Terre. . Adjective, ....................................5 3.5 Arnondung Cunnuet Ducnemm 5 3.6 Supplare entirg Contract Dmvment................................... 5 3.7 Re. (Dcctuuerrts 5 AVAILABILITY OFLANDS, SUBSURFACE AND PHYSICAL CONDITIONS, RIYERENCE POINTS........................................5 4A Al.debility fLrn], .....................5.6 41 Subsurfine end Physical C.dib . . . . ............ ........... 6 41.1 R.pons and Draw ..V ................... _0 U.2 Limited Robee. by CONTRAC. TOR Authorized; Te.W..1 D.w ........................ ................... A 4.2.3 Notice of Dfffmg Sburfm . Ph*.] Ccrufitien4 .................. A 4.2.4 ENOIN5W.Rim ....................... Dun 0 41.5 Possible C.Unat C1.4. ... ..................................... 6 4.2.6 PmiW, Pi. and Tien.. Adjuarn.rnu...................... 6-7 4.3 Mysiml Cordtions--Unclorgroun! F.'Hifi.......................................7 41.1 Shmneelmdinated- - ---7 4.3.2 Not Shown . Indicatecl ... Y 4.4 Rclacrueepointk. 7 W/ aW OF PRAT crorrotnoas tato.. Dam snap PORT M1M r4ontf tCAMCHS OUTV M Arn.le o, N,,,.ph pw N,not,a, & fitie Number 45 Asbestos, PCBs, Petoolnum, H..,d.. W.w e, wimuntiv. material ....................74 74 5. BONDS AND INSURANCE .................................8 5.1-5.2 Pfmovaam, Payment and Other Bovala. ........................................... S 5.3 LkemdS..tiaaand lmatram; 5.4 CONTRACTOR. Liability Insurance ............. __ .. ..... ....... 9 5.5 OWNERS Liability Insammace., ........ .... 9 5.6 p-lo"iyIre "mace , __, ...... . 11.111 "0 5.7 llilarimdlvfechimuym Ad& timed Pmpaty lammanet ............... . 10 3.9 Noi. of Ce.e.11mion pomi.ion. , 10 5.9 CONTRACTOR a Rcapom,ibility f,or Daddibl. Amountk ........... ....... 10 5.10 Other Special Immanenc.....................10 5.11 W.ivaofRightk, .................. _., ....... JI S12-5.13 Raccipt.nd Appikaboa, of la.mae ftoe..4 .. .................. JO-11 5.14 Acceptance fBoods and Itm.. anee;Opumn toR"Iam,.,, 11 5.15 partial Utilizatioproperty Insunut. ....................... ......... 11 6, CONTRACTORS RESPONSIBILITIES.__._....... 11 61-6.2 Supervision and SoMmeandoneq, .. ... 11 6345 1142 66 Progress Schdul ........................ 12 6.7 Substitutes and Item, CONTRACTOR'. Expense; Substitute Construcam Methods . Woodime.; ENGINEERNS�.luation, 12-13 6.M.13 Concerning Sub,."at.m Suppliasmul Othmw, Weaver of Right, .............. J3-14 612 Paumt I. and Roniti� ................... 14 613 Pamir. _ ... .... .. ... . ........ 14 6,14 Leona and Relodationa .. . .... ...... ....... 14 615 T . . ................._........................MIS 616 U..fw.i . ................................ 15 6,17 San clawdimom ... ....... ........... is 6.18 Safe Struetuml Lowling ................... JS 6.19 Rod l7aeument, ... ...... ...... __35 6.M Safety and Poveati on .. ................. 15,16 6.21 Safety Raprc tafivc .........................16 622 14..d Communication Pr% . ...... 16 6.23 Eaaerganci es .......... .......................... 16 624 Shop Drawings and Samples .............. 16 Article w Paragraph Pegs • Number & Tatic Number 6.25 SohnMal Prvcedur.e; CON- TRACTOR. Revie. Pd. to Shop Drawing or Sample S.lmaiml 16 mpiSala6.26 SheeDoma,&Sa.mi- dp y IEER uepRli,vbfENvG"Ndians 16-.17 627 Reosior oament.I. Contract De.......... 17 6.28 Related Work Pvfanued Prim 1. ENGINEER'. Rmi. and Appowal of Required SubmiusK .................................. 17 6.29 Cordinui.gth.Wo,k ...................17 6.30 CONTRACTORS Omen) Warranty and Guarantee..__...... 17 6.31-6.33 Indemnification _ . ___ __17-18 6.34 Suvjval of0bliatations ..................18 7. OTFERWORK......._....................... _19 7.1-7.3 Related Weak at Site, ............... ....... 19 7.4 CMimatnot ....... _ ............ .......... .18 9 OWNSkSRESPONSM=S.........................It 91 Comm unocanon. to CON- TRAJCTOR IS 8.2 18 8.3 Fumash Date andPay Promptly When Duc_ ....................... is 8.4 an Lda and Easements, Reports .ad Tem,_., J8.19 8.5 1 . . . . ce ....................................._19 8.6 Clam, Ooda . ..............................19 8.7 Inp,eteem% Tema and Approvals................................... 19 8 8 Stop or S.ep.4 Wark, Teammate CONTRACTOR. se,i . ......................................19 9.9 Lontations . OWNERS ....................._19 8,10 Aalagon, PCB,. Patol.., Hazardous Waant or R.di..U. Material ..................19 19 8.11 Evidan".fl`immcsl Aamasaauvnd .............................39 9. ENGINEERS STATUS DURING OONSTRUC77ON.I...".1.1'... 111111.11 19 9.1 OWNER. Rtpoexentath, ........... J9 9.2 voutstosite_ ............................... 19 9.3 Projeat Rapowerowtor, .............. JMI 9.4 Cluili.miona and Irimpo, tations, ............. ....... .. ....... ....... 21 9.5 AudurIzad VuSationa, In 21 LILUCMMRAL MoIanom 1910.8 (i"o samnom .1 aW OF FORT MLLM MMMCA7I0*M XV 90m 0 0 • Article or N,.gr.,h pa,,c Anicic or Paragraph Pap Nmbcr & Title Number N. [ar & Title Nw 9,6 Rj.ti,Nfofl,,Work...................71 9.7-9.9 Shop Drawings, Change Ord. and Panumts .............. ..................... 21 9.10 Nwm inatiorat for Unit PTicq.__ P-22 9,11-9.12 Dae.i. on Disputes; ENGI. NEER o lethal lnftorprcua 22 9.13 Limitations on @ GINEMW. Authority and Rceponsilklitian ..... 22-23 CHANGES IN TIM WORK......._........._... . ... . .... 23 10.1 OWNER'. Ordered Chang.................23 10.2 Clam for Adjustment..._............ 23 10.3 Work Net Required by Content Documents .................................... 23 10.4 Change Ordt,4. 10.5 NetificatictefSnoety, _23 CHANGE OF CONTRACT PRICE 23 11.1-11.3 Canna Prix, Claim for AdjwunentValue of the Week_._...._. - 11 __23-24 11.4 Cont ofth. Work ............. ...... ;1.75 113 Eadumion.wCout ofth. Worl, .......... p 11.6 CONTRACTOR.Fan........................ 35 11.7 Con Record. ................................ 25,26 11.8 Cash All.. ........ .................... .. 26 I'1.9 Unit Price Work- - - - , -- 26 CHANGE OF CONTRACT TIMES............_...... 26 111 • Clam fe, Adjuateent....__......_........26 12.2 Time ofthe Essoneq..........................26 12.3 Dol., Banaal CONTRACTOR. Control..... ..__ ............. .......... 2&27 12.4 Mi., Bcond OWNER. and CONTRACTORS Control ................27 TESTS AND INSPECTIONS; CORRECTION, REMOVAL OR ACCEPTANCE OF DEFFC= WORK . . ........................................77 13A Nodie. of'Defutt, ...............................27 13.2 Access to the Wonk_ ... ...... ...... ..... 27 13.3 Towns and M.Peetice.; CONTRACTORS Coo,,cration .......... 27 13A OWNERs Reeporembilitics. Ind,cedoetTesting Luboratory 13.5 CONTRACTOR'. Responabihirian_ ............................27 13.&13,7 Goering Work Prim to lnspo tim Testing or Approut................27 E 114119 Unonaei%WorkatE3qGL NEER, Request... .................. 27-28 1110 OWNER MY Stop the Weak .......... 28 11.11 Ceraodon or R..l of Dqloato, Work ...........................28 13.12 Commi. Piod ...........................70 13.13 AccqAanc..fW.,dvwWork 29 13,14 OWNERMayCenreetDofeefive Work, ......................... M29 14. PAYMENTS TO CONTRACTOR AND COMPLETION 14.1 Schedule of Values , .. .... .... _29 14.2 Application for Pr,ons Payment ____ .. ..... ......... -..,.29 14.3 CONTRACTORsWx;nantycf Tit]. .................. ...... ................. 14*14 7 Rsi..ofAppIi,wi.fce progreat P.Ymtq ...... . ........ 29-30 14.11-14.9 Sukotential Conpletion ................ _" 14.10 Partial Utilizatiort 30-31 14.11 Fine] Inapendm ............................}7 1412 Final APplinatim for Payincel, ....... 31 1413-14,14 Final P.,ae.nt and Azempterem, ....... 31 14.15 W.i..rclitne 31-12 15. SUSPENSION OF WORK AND TERMINATION 32 15.1 OWNER May Sunprml Week .......... 32 15.z15.4 OWNER May Teminede_ .............. . 32 153 CONTRACTORMay Stop Work or Teratinaw ................ . Va 16. DISPUTERBSOLUTION .................................. 33 17. MISCELLANEOUS._..____........._.............. _33 17.1 Giig Netic. ........................... __33 172 ConputationorTimem....................33 17.3 NaticefCNixen .. . .. ..................... 33 17.4 Ctaeulatm Remedies.....................33 17.5 Profestuaral Fees and Court Coate ln.I.&d .. .. ...................... 33 17.6 Applicable State La . .............. . 13-34 Intentionally left blanic .. ....... ........................... 35 MUH131T GC -A (Optional) Disp.w Resoedion Agreement- ...... .... ....... O6Al 16.1-16.6 Arbitrati._ ............. O1-AI 16.7 ModistiM .............. ............... GC -Al filC9C mT0tA1. cot.Dnom 191.-9(1999mrom w/07Y0FF0RTMMM0D Ar==e9'W INDEX TO GENERAL, CONDITIONS City ofFm Collins modificattions to the General Condinnotaftbe Coreenoctoon Contract are, net shown in this index Article or Ptcra,,raph Notch. Accepts. of-- Bmdaend lns=ncq ........................................534 d.ft,fioc Work JOAA. 115,13.13 final payrecont 9A214 13 insurance ..... .. .. . ........... .... ..... . . ...... 5.14 other Work. by CONTRACTOR 1. _- 73 Substitulas end "CEqual' Items . .. .............. _,,0.7.1 Work by OWNER ............ $.5.6.30.6.34 Accost to thr,- Leads. OWNER and CONTRACTOR r.p.,ibilid es ............... .. . .............. ......... site, related Work -- ..... .... ..... -.7.2 Work . .......... ............ .............. ... 13.2. 13.14, 14.9 Acts or Omisadms� Acts and Omissions - CONTRACTOR .. ................................. 0.1,9133 UNICANHER .... ............. __ ....... 0,20.9.13.3 OWNER ................................ ................... 0.20.8.9 Addenda-dermiticanolf(alsom defindim ofSpecificatimaj... (1.6,1.10.6.19), 1.1 Additional PropertyInsuromenot ................................. 5.7 Adjustreenw- Centered M. or Cnoball, To . . ....... ... . .... 1.5,3.5.4.1.4.3,2.4.5.2. ....... 4 533.4,95.102-10 4. .j.,--..-.-....... . .. 11. 12. 148.15,1 poneo,,�r��ed,' §6 definition o( )2 'All -Rink" ho,ure.m. p.lwy forra, ...................... 5.6.2 Allowances, Cash ......... . . . .................... . .. .. ..... III Aseending Contract Dommmt*.,, ................ .._ ........ 3.5 Aacendacent. Written -- in pecral , . 1,10, 1.45, 3.5, 5.10, SAZ 6.62 ... ... .............. 0.81, 6.19. 10.1, 10A.11.2 7.2 Appeal, OWNER or CONTRACTOR intent w,, ............. _ ..... .. 9.10,9.11. 10A. 16.2.115.5 Appinotoon for Faystereay. definition .( ...................................................... 13 EN(nMRs Respensibility ............................... 9.9 final Nymank . ... ____9 13.4,9333,14 12 14 15 in pnml,, .............. .. ....... R.S. 2.9, 5.6.4, 9.10. 15.5 K.E. p.,onuk .................. ........ ......... 14.1-10 .view of ............................... . . .. .... .. . K143 Arbitration __ ...... ........................ ..... ........ 16.1-16.6 Ascent.- daima pursuant thenraq ..........................4.3.2. 4.3.3 CONTRACTOR authorized to stop Weak........, . 4.5.2 Article or Paragraph Numbcr OWNERnan,sansibil.ty for .................... ...... 4.5 1, 8.10 possible price and tire" chmg; ..... . .. .......... .. 4.3.2 Auth.,i.d Variations in Work ......... 1.6,6-25,6.27.9.5 Availability A. 1. SA Award. Notice o4defund. ......................... ...... .... 1.25 Before Startinji, Cat.d,.n ............................. �R5-21 Bid-definitman of 15 (11. 13C0. 2,3.3.3, Bidding Of 1,6(6.8.2) Boddio,i, Reclurream.1s-46stift. Of......... ............. ................. Boed.- ..Tw. of 5.14 .ddki.1 beards 10.5. 11.43.� Cost of the Work ............................................ 11,5A delivery T ................... ........ ... .............. .... 2. 1, 5.1 final Aplicati. for Payment ........ ........ 14.12-14A4 general .......................................1.10. 5.1-5.3,5.13. Perfornstree. Nymm and Other ....... ...... ... 5.1-5.2 Binds end T...-i. garecanal ............ ................. 5, Bofilder'.fisk policy1com ..................... ... 3.6.2 Ceecell.tion �mo,,a. le,eareom .... _5.41 1, 5.11, 5.15 Cash Allo..cee ...................................................11.8 Certificate of3utarearsti.1 Comarphatior, _.1.3& 6.30.2.3, _ ..... ... -_ .......... ......... - .......... _14.8.14AO Cartificatat ahespecticar, ........... P. 13.4, 13.5. 14.12 Cenificat..ofInscorannut ..... -.2.7.5.3.5.4.11, 5.4.13, ... _ ... 5.6.5.51. 5. K 9.13.4.14.12 Clocip in Cruttrw Price- Crah Allcancosa...............................................11.8 .l.im lbeleri. adjustontart ............. 41.4.2.6,45. 115,68.1.9.4 95.911. 10,2 10 5,11.2.13.9. ............. J3.13, 1114,14.7.15.1, 15.5 CONTRACTORS fee .................. ...... ....... 11.6 Cost of the Work ,..[ ........................................ 11.4-] 13 Exclusions to..._.._ .......... ............... ........... 113 Cat Records ....... . ... ..... ......................... _.., j 1.7 in general,,,.._......).19, 1.44, 9.11.10.4,2,10.4.3, 11 Lump Sure Frhnn& ......................................... 11.3.2 Notificattion,al'staraty .... . .......... ......... _ .......... 10.5 Scope.S.................. ................................ J0.3-10A Testing and Inspustim Urcconaring the Work ,., _ .......................... _ 13.9 0 0 0 Flnancsi Services City of F Collins\/v" nStsion 215 N. Mason . 2" 215N1.6775 St. 2" Floor PO Box 580 ■y�L//`—a J7`_■�■/► t Fort Collins, CO 80522 9)0.221.6))5 Purchasing ..221.6➢W rcgovwm/pwohesln9 ADDENDUM NO. 2 SPECIFICATIONS AND CONTRACT DOCUMENTS Description of BID 7676: E Lincoln Ave & S Lemay Ave Improvements OPENING DATE: 3:00 PM (Our Clock) August 19, 2014 To all prospective bidders under the specifications and contract documents described above, the following changes/additions are hereby made and detailed in the following sections of this addendum: The Opening Date has been changed to 3:00 PM (our clock) on August 19, 2014. Please contact John Stephen, CPPO, LEED AP, Senior Buyer at (970) 221-6777 with any questions regarding this addendum. RECEIPT OF THIS ADDENDUM MUST BE ACKNOWLEDGED BY A WRITTEN STATEMENT ENCLOSED WITH THE BID/QUOTE STATING THAT THIS ADDENDUM HAS BEEN RECEIVED. Addendum 2 —7676 E Lincoln Ave & S Lemay Ave Improvements Page 1 of 1 • • • thinumWork......._.._....... ....... ............ 119 CUNDRACTOW.Feac_ _ , , , . _11.6 L -A I* Article or F.,W.ph Naocber Value of Work ...................................... .......... M3 Chimp. i. Contract Tiorca- Claim for time, adjunurecent 43.4.2.6,45.5.15. ..... 6.8.2.9.4. 9.5. 9.11,10.2.10.3.12.1. ..139,13,13. 13.14.14.7, 15.1. 15.5 Cm,boactmil tict.liecith ........... ..... ................... 12.2 Delays beyond CONTRACTOWs control ......... ....... __ .... ............. .... _ J23 Way. boyand OWNEts and CONTRACTOR', control .................. 12.4 Ndificution or study ..... .... ..... .... ................. 105 Smipo d6arpc 10.3-10A Change Owdec.- Amajosm. ofDfmw Wok._ .. . . .. ... ...... 13.13 Arecadirig Contract Document; ......................... 3.5 Cash Allcounmece..,., III Chumic of Contract Aim . . .................... _ JI Change of Contract Timq.................................. 12 Chearego, m the Work.....-.-..._. --JO CONTRACTOR, fee., ........... ...... ................... 11.6 Cost of the Work..... ................................ 11*117 Com Ramucle )1,7 definition of .................................. .. ................ 1.9 cmurganicies.....................................................6.23 ENGINEER smsporwitibility...., .9.8.10.4.11.2. IZI exaction of ...... ..................... ........................ I(X4 hdomitifidicat .............. .......... 0,lZ 6.16. 6314�13 Ineci Bonds and__ ............. 5.10.5,13, 10.5 OWNER may. teominite, .... ........ . ............. 15.2-15.4 OWNER. Reomobilit .............................4.6,10.4 Physical Conditiont, S fam end...................._.._.._........4.2 Underground Fmilitics,. ....... ........ ....... _43.2 RemardDoctincrita I fi 19 Scope o(Clusirgo., .. ... ........ . .. ............. 10.3-10.4 Siebutitta ce ............................................ 0.7.3.6.8.2 Unit Prim Wcrk, .... . ......... 11.9 value of Work, mvcred by .................................11.3 Clumve i. the Wock- ....... A0 Nofificatiom dem-cly .. .. .... ....... ........ 10.5 OWNER, and CONTRACTOR. rouponsibilitio .......................... .......... . J0.4 Right to an adjustment ............ ...... .................. 10.2 Some ofchars c ........................................ 103-10.4 Claim, .giumat CONTRACTOR........._......._ ............... 616 .Puest ENGINEER An .,.,t OWNER .............................................. iiM Change of Cftftt Aim........................... 94.11.2 Change of Cattract Times.......... _.......... 9.4, IZI CONTRACTOR'...._........ 4, 7.1.9.4.9.5.9.11.10.2. Mid. or Paragraph Number CONTRACTOWs liability ........... 5.4.6,I2 6.16, 631 Cam of the Work.._.._......_._ .................. MAILS Decisions onDiRpute, ................ ... _9 11, 9.12 Dispute Resolution ............................................ J6.1 DivuPeRam,lutimAgotment., .... ........... 161-166 ENGINEER as initial ititerpdw ......... ..... .. .... 9.11 Lump Sum pricing-_......._ _ , , , I L3.2 Notice d.............. . ..................... .. , , , ):7,3 OWNEW,__ ............. 9A.9 10.2.11.2,119 ........ ..... I .... ... . 12.1.13.9,13.13.13.14,17.3 OWNER. liability .. .. . . .... .... _ ............ 5.5 OWNER arayod. to make aycmmt ................ 14.7 Adea.imal pace and Com; Costa request to, formal dwiek, om_ ......................9.11 subatibuto Items .......... .............. I..................67.1.2 Time Smerai . ........ _ _ ... __ .............. .......... 12.1 Time nedomiums ................................... 9.11,12.1 Unit Rice Work ...................................... --- J L9.3 Valueof ........... ................................................ 1.1.3 Wiuvm of --on Find Pamerif .................14.14.14.15 Work Change Directive, ....... _ .............. .... J0,2 written notice require4,., ... ..............9.11,ILL 12.1 Clwifioafim. and lmerprcuafiowqa ..... ...... ;3,6.3,9.4,9.11 Clean Site . _ ,, , __ ...................... .. .. ... 0.17 Codes of Technical Smicty, Organizaticei . Aaemi.6 ce, ................................................. 3.3.3 Commicumment of Contim., Time, .. .... . ____ ... _Z3 Cominunicsitione, ,...I .............................................. 6.2. 6.9.2, 8.1 Mu,nol Coommumicatim P,.Wmq ......... ... ....... 0.22 Completion - Final Affiliation fur Paymerit ............. ......... _t4.12 Fuel loapectucit. ) U 1 Final Payment and Acceptance i ........... J4.13-14.14 Pactied Utilmatior, ............ ............ .................. J4.10 Substantial Completion .....................138, 14.8-14.9 Wom, orC1.ime.........................._................34,15 coreptutieflou, of Timm ............. ................. 172.1-17.22 C...g SLbcontractors, Suppliers and Othera, . ... ...... ............................... ... ... 6X6.11 C,ociremacm,- mutiedly, momptabbi schedul . .............. ....... __2,9 precomoneotiom ..................................................i. Conflict. Error. Ambiguity. DiwMcy-- CONTRACTORWRepart,_ _2.5,3.3.2 constructico, befoo, awertum by CONTRACTOR............_........ 2.5-27 Comalructim, Machinery. Equipencet. etc ..... 6.4 Coudiftutial, the Weak .................... 6.29,10.4 Contract Docuumote, Amending..........................................................3.5 B.6 ..... "" , " . " ., , , , ".11 �FMT=MMMMicAncas (REV g/A • ............. ...... ....... .. 118 Stop Work .,unnovents ..................... ......... .. 4.52 CDNTRACTOWI Artiole or 16nSmph N.b. Change ofComma Rice ............ ........... _ 11 Change of connect Timm ................................... 12 Changes in the Work, ............. __ .............. 10*705 .f..k mad ocrify . ........ ............... ....... ............... 2.5 Chnificatimeaand Inter,mommim.........................3.2.3.6.94.9.11 dd.jtxinof.._..,....._..... ........... ................... 1.10 ONGMUR ea initial mewater of ...................9.11 ENGINEHR as OWNIX. Mrmamativ,._ ......... 9.1 gamemau T.m.m ...... .. ........ ............ .......... .... ....... _5 3 Intent -.3.1-3.4 miner y.owtion, in the Week .............. OWNER's responsibility in famish data .S 3 ONVhTEWs ranponability to make ,antmpf p,mamt ..... ... _ ...... ?.5, 144,14 13 p,..d . . .................... ................ ...... . 31,33.3 ]Zaeordl3caumcahs ...........................................6.19 Reference to Standard, and Specifications of 7.1minal Societies ................................... 3.3 MatedWork ....................................................7.2 Reptnan, and Rea Img Di.eMiq 2,5,33 R... ctL............................................................3.7 Supplammting.................................................. 3.6 Unit N. Work ....................................... ....... J19 ,ecmtiona� ...................................... ... �3,6.6.23,6.27 vonts 1. sitc, MUMMA_ .... .. .... 9,2 Contmet Pi.- adjuinnern uf94.10.3,11.2.1 1.3 Mam, of,. ...... .. ...... ........................ . . ....... I I Decision on Msmact, ........................................ 931 definition a( 1.11 Canned Tim.- adjuntineat of ................ ......... 3.5.4 1,9.4.10.3.12 Clangs of ........ .......................... . 12.1-12.4 Core mencementof ....... ..2.3 clarinition 1.12 CONTRACrOR- Aeommonemloam".....,__ 5.14 Cortmomi.miona, ............. .... ... ..... ..... fi.2,69.2 Cantinas Work ...... fi.29,10A emanduatamnand salux!.fitig_ ............... 6,9.2 defbaitio..( .....................................................1.13 Limited Rellanne on Technical Nu Awlioricei ............ .... 422 May Stop Work a Tertimme.................... provide site.crew to Awn, ....................... 7 2,13 2 Safety mul Nmentim .................. 4.3.1,2,6 16. 6 18. 6.21.623,72,13.2 Shell, Drawing and S.Mpic &vi. Mar to Saban ittal ........................................ 0.25 Artwlc or Paragraph N.bcr ComPanamiim.-...................... IIA-111 Continuing Obligation.........._ ................ ......... 14.13 &av&. Work....._........................9.6. 13.10b 13.14 Lamy to conact diainA1,,a Work .......................... 13.11 Duort.Repot_ Changes in the Work caused by E.iWt.y . ... ........... _ ....... ...... _.j&23 D.fe,ta in Work of Othm ............................. 7.3 Differing maeaditimm,................................ 4.2.3 Discrepancy in Doeturnams 7.5,33.2 6.14.2 Uroar,round Feilities mot idi.bi ......... 4.3.2 Ilmargert.oas . ........ ............ ....... .. ........... ..... 0,23 Equipment and Machinery Rcavlal, Cast ofthc Work-............................... 11.4.53 F,(>0 Plu,� ........... . ) 1 4.5.6, 11 11. 11 A General Warmintyand Guntant,.............. IlmordCaramunicationRa,rame, ...................0.22 Indemnification ........................6. IZ 6.16.6.31-633 Ingmetion of the WA, ................... 7.3,13.4 Labor, lAmmi.l. and Epipment .......... ... 03-65 Laws and Reul.a., Compliance b, ........... 6,14.1 Liability linanance, ........ . .. ........................5.4 Notice ofTment to Appal........._.............. P. 10, 10.4 obligation to perform and complete theWork ................................................... . 0.30 Pmant F. and Royalties, paid Im- by ................. 6.12 Paribronim. and Other Bond. ..... .. .. ... ... ....3.l Permits, abwi..d and paid Ire by .....................0.13 RWn. Sehiniul . ...................... 2.6,2.8, 2.9,6.6, -1- 1 1. - . .. 11-1 ...... .. jS29. IOA 15.2.1 Re,,ucat for formal dociamarionfispatea ..............9.11 Rem,,onsibilibea-- Chang. in the Work 10.1 conoaron, S.1,minumanim. swPliern and Others Caroming the Work ............. ........ 6ZR, 104 CONTRACTOR'. animse ........... ... _ _03.1 (DONTRACTOWIGatimalWarmaity and Guarantee . .. 6.30 0ONTRACTOR.,,,wa, Ww to Shay Dmoin, . Semplesubmit{................ 0.25 C art flan ofWk ................................ 6.9.2 Emargtemaiw. ............................ .................. 6.23 ENGTMMEV, wralmmoo, Sb*mm or 'C)n-&qmil- ham....._...........__.._ ,03.3 For Ats end Oiai= ame . ............................. o.u-6.9.2,9A for ioductible amouriminsurimax, . ...... ....... _5.9 gona.1 ........................................ 0. 7.2. 7.3.8.9 Hourelone; Conommineflow, programs.._...... 6.22 bohommimation. ......................... 6.31433 Kn=oGt41La.CoMMMI,10.S(IMMnoM ,O ,MT,,LLM%RAVtCAMM(lMV" 0 0 • 6abor. Materials and Equipment 6 a-&5 CONTRACTORS—mlacr_ .... .............. ... ................... 7 Um and Regulaucce 1 6J4 Contractual Liability tnacionamea_ ....... ...... ... ....... 5.4.10 Liability I . . . . ....... ... .... . ... 111.1,54 Contrwhol Time Limits, ...................... _ .......... _J12 0 I* Article on Nrc,.,h Nmathe, Notimcf,mi-Wito fican Centered Documents,........................................fin Noun F. end Rryshi . ............................ 612 permits.......................................................613 Pregres, Schedule ........................................ 6.6 Record Documents 619 related Work performed prior to ENGINEMs approval of railuiried subanitele 0.28 safe couttural loading....... ....._........... 618 S.fittyand Prommion ................. 6,20.7.Z 112 Safety Represcreali .... .. .... . . .... .. ., _.621 Scheduling the Work .... ........................... _6.9.2 Shop Domemp and Samplia, ... ___ ... __ ...... "4 Shop Droings and Samples Revises by ENGINEER ...................................... &M Sim Cleanliness._.._........._........................617 Submittal Preausl area .......... 625 Substitute Conowction Method, and pressed us as ............ .............. 6.71 Sulastittusa and -O,-EquaP Imem ............ 6.7.1 Su,carintenderuc_ .................. ..... ............. _AI Supervusi . ........ .............. ............. ........... 0.1 Survival of Obligations.._ ... 634 Taxes........... ................ .................. �15 Tests and .............. ... _ .. ....... .. _ .... Toof Repot ........................................I.11,...30.2AUse ...1.1.5 PrInsspceac, .t.ion, I" 6.30.2.4 PricsewShop............§ Drawing5 or Sn"I'm SUhmmr� 1. 1.1 r.11.1 ... I ........................ Z Right to adjustment for changes in the Work 10.2 right to claim _ , . , A, 7.1, 9.4, 95, 9.11, 15..1 LZ .......... J1.9.12.1,13.9.141. 15.1.15.5. 173 Safety and Romer win ................. 620fi.22, 72,13 2 SmairyRopreterantive .. ................................... 621 Shop Drawings and Sam,]. S.1rniKul,....6.244.28 Special Cxxtmliveas. .... ...................... --- .... 11.4.4 Substitute C.rustrowunm Methods and Putaceduce,_63 Subethums and 'Cr-Equsl' Items, E.p.mac .......................................... 6.7.1. 6.7.2 3.1acormc.tors, Suppliers and Othe, .... ...... 0,84.11 Supervision and SWerintandenoq ... __6.1, 6.2. 6.21 Taxes, Payment by ... . ............................... ....... 6.15 Uaa.rJ`r..i.— wameetties eM guarantees ......................... 0.5,6.30 Warranty ofTiffi, ........................................... )4.3 Written, Notice ANwred.. CONTRACTOR stop Work or terminum_ ..... 155 Reports miDiffiving Subsurface and Physics[ Conditions_ ......... 423 Substantial Completion, 14.8 Me Article cur Peregrarph Number Covedinmion— CONTRACTOFesce,posmiNfluty ........................6.9.2 Co,inatuft)ccuments ................ ........... ................... :2.2 Correction Period ................................................. 13,12 Correction. Removal or Acceptance Work— in general ................................... 10.4.1,13,1(W3.14 A..ptmv...fDqf,,hvvWmk..........................13.13 Causation on, Removal of Dsleefive Work ... ... ..................... 6.30,13.11 Correction Period ........................................ ... 13.12 OVVNERMayCcnredDqftcIhsWork, _ , J3.74 OWNER May St, Work ............................. ... 13.10 rat — of Tests and Irmeaction, 13.4 Recordall.7 Coal ofthe Work— B.d...d insurance, additional ................... ]IA.S.9 Cush Di".'A ..............................................11.4.2 CONTRACTOW.Fa,......._ 11A Employs. Expenses, ...................... .... ......... 11.4.5.1 Exclusions to, ............ .......................................11.5 General] L0.I 1.5 Home office and ovarimed cepames, 11.5 I,oaaca.ml dromfice ..................................... 11A.5.6 Materials and equipment_.....,., .. ... . .......... 11.4.2 Min. cape . ....... ...................................11.0.5.1 8 Payroll xios . ch an . . ............... 11.4. performed by Subcontract . ............................A1.43 ffic.rdial 1 .7 Rentals of construction equipment and machincry,., IIA.5.3 Royalty payments, permits and license mac _11A3.5 Sim office and terstromary Special Consultants, CONTRACTOR, J1.4.4 Supplemental. ........ _ ......... .......................... 11.0 Texas related to the Work_ .... __ ............... j1A.S.4 Team and Ins,,ectio . ...................... .......... 13.4 Trade Di.ts .............................................11.4.2 Utilities, fuel and sanitary ficilittee, .............. j 1,4.5.7 Work arm, regular hours, ................................ IIAI Covering Work_,...__..__ ..... .. ... ........... .. 33.6-13.7 Cumulative Remedies — Cutting fitting and patcluing_ ..... ....... ....... __7.2 Dart, to he Ratori-Inel by OWNER _ ..... ..................... �11 3 Day —definition of .... ........... ....... .............. .... -.0.22 Da.mons on Dnputes. 9.11.9.12 dlilae9w.-deffintionof.__.........___......_........ . 1.14 agern. Work— Acovlaimca.( .. . . ..... . .. .... ... C,nnectice, c, Rommel OF._.........____ 10.4.1, 1111 OWN13R. Repromtanno, , , , . ...... .... 9.1 • Carman. Period . ...... - I 'J312 Paineenta to the CONTRACTOR. 13,14.7.14.11 Reoponsibifity far ...... ... ...... ... ............ Rearearneed.lion.17Nyrnand_ ....... ....... J44.14.13 Miele or Paragraph Number Obaertvation by RNOMEER.. __ ............. _ ...... 912 OWNER May Stop Wadi ........... ......... .. .. ..... 13,10 PriteptNotion afl)cfvma.............................._...III Rejoining .................. .. ...... ..... - ...... -.-9.6 Uncovering the Work ..... .. ..... .. ... ...... . .. . 13.8 Defiritione —, I I I Delays...................................... D.1i'ar,ofBonds....................................................2.1 . ca...................... ..7.7 Didorn orations fier Unit Prim ............................. _.9.10 Differing Sbfe. or Miyake] Ccndifiona- Nod. of 4.2.3 F,NGTNFER'., Ravi.......................................4.2.4 Possible Canned D..ft ChcV._ ............. 425 Pocabbe Prim and Times Adjustments ............. 4,76 Discrepaxim-Reporting ..dR.[ving , , � ......... . 2.5,33,2,614.2 Di,puto Revelation- A,cana.ak ............................................... 16.1-16,6 A,bin.tim ......... ......... ........................... 161-16 5 g...116 Median. ........................................................16.6 Dispute R.1inionAgremant,, _-_- .... .... 16.1-16.6 Diapeates. Decoi.. by ENGINEER.._................ VAI-9.12 Domannote- Rc.d6.19 R. of . .......................... ....... ... .... . ............. 3.7 Drawing ,Icfinitien of__._._...._._.....__.._....__. 1A5 E. . . ran ................. .......................... ..... -.4.1 Effective 4swofAgrmmt..defiAitionQf,..... 1.16 Enner'.xim" ..... ...... ..6.23 Rml....t.f .... ..... ... R,.id.ntPrqjamR.Fma.t,dil. 93 INGINIMRSConauhant-derucitiongf..................1.18 ENGINEER, ..ffio,ity.d,espoa.ibil.ty.limiMUmm, _9A Authorized Venetians in the Wock,__ ................ 9.5 Choung. Orders. responsibility fiv, 9.7,10,11, 12 Clarifications and Interratiations , 163,9A Decisions an Divuum .............. ....... .... ... 9.11-9.12 d,f.,fi,a Work, rofien of .................................. 131 E,.I.ti. of Sbthula, hernia ..... ...................6.13 Liability ........................................ .. , fi.32.9.12 Notice Work is Acceptable ......... . _ . . . ........... 14.13 Observations........I ... I .... .... .......... ........ 0.30,%9.2 Article a Paragraph Number Res,oncibilitim,-Limit.fiete, M_ .............. 9,114.13 Review ofRoports on Differing Subsurfiece and Payment CorAhti..............................9.2.4 Shop Drawings and Samples, review responsibility, . ... ... ... ... .... ... _ ... .. ...... 6.26 Shares During Construction- andearLeed variations in the Work ..................9.5 Cl.rdications and Interpreelatimg..................9.4 Decisions m Disped, ......... 9.11-9.12 Dotormanatims on Unit Price......._............. 9.10 ENGINEER we Initial lnwtprntt __.9AI-9.12 FiNGINEERs Reopensibilitin ................9.1.9.12 Lienitafions .. RNGfNEER. Atefficerity and Responsibilities..............................9.13 OWNER!s Represcrudiv,.. _, ...... 9.1 Project Rapnaantsti . .... .. ...................... .... 9.3 Rejecting Wouve Work .............................. 2.6 Shop DrowinSt% Cheap Orders .ad P.,nnents ............................. ..... 9.7-9,9 Votes to Site .. ................ ... ..... . .................. 9.2 Unit Prim deteredinationa.", 9.10 Vi.ita on Site .9.2 Wnuan minartucitare4 .................... 7.2,9.1 Equipment, Labor, Muriel. and ........................ O.M.5 Equipment malisi, C of the Work.... ............. 11.4.3.3 Equivalent Materials and Equl,am........................6.7 caror or nerivanno, ......................... ... .................... 0.33 Evidence of inancial A rangwmnta, .......... ......... Oil Explorations of phpic.1 conditions ................. .... 41A F., CONTRACTOR. -Cann Pink ..........................11.6 Field Order - definition a( ... .......... __ ................................ _J.19 ise"d by ENOINRER-- ... - - .............. -.3.6.1, 9.5 Final AppluoutionibrPay.cal,_ , .. . .... .... 14.12 Final P.yrawn— and Accoplentoo, 14.13-14,14 Price to, for wah.Ilovanca...............................11.8 General P,.iaia .......... ........................... 17.3474 General Rexpairmanta- definition of .._.................. .............................. 1.20 principal -C--- to ............2.6.64. 6.66.7. 624 Owing Nodes 17.1 Getaranam, of Work -by CONTRA(TfOR ........ 0,30,14.12 H.v.,d Conanner"'in' 'We"na.-I'll. ......... 0.22 Hazard .. Waom- definition of ................. 1.21 SM-01 4.5 OWNER'. raspondlifity fen............................... 8.10 w/CrrY WMRTMLLMMMMCAMM (FdrVVM 0 Ll • Indemnification 11 . ............ §AZ 6.16, &31.6.33 1 . . . on .............. ....................................... ... 53 Initially Ace"ble Schedahn...._ ...... ....... 19 Pr�vchnn ce . ..... ................. ..................... S. 1, 3.3.3 Inc,cition- Ref... to .......................................20. .... �.3.1 Cwt,ficate, n( .... .... .... .. ..... 9114.133,1412 Stimay and Prleacti on ..... .......................... 6132 Firm) ..... ... ....... . .... .... .. .. ....................... It 11 Suberintractcrs, Su,,licm and Oricra, ........... 6.84. II 0 0 Mid.. Paragraph Nitrate, Spacial, required by ENGINEER ............ ... ......... 96 T.I. and Approval ............................. $1.13 3-13 4 Insurance- Aecaptince of, by OWNER........._......_....___ ,5.14 Additional, required by change in the Walk ...................... __ .. .......... 114.5.9 Billme alerting iho Work ........... ........... .... _2 7 Foods and-ir 'razaj_ 5 Cancellation provision. . .......................... ..... 5.8 C.'fificame of I 2.7. 5,5.3.5.4.11. 5.4.13, .......................5.6.5, 5g. 5.14.9 13.4.14,12 aeon plated Nridi on . ..... .......... ............... 5413 CONTRACTOR'. Liabiflty._ 5.4 CONTRACTOR'. objeettion to oweaq . ............. 5.14 Contactual Liability ,_ ... ..... ........... . ....... d.drictibl. mancente. CONTRACTOR. mailamcibility ................................................ 59 Final Applicaliont fee Nyamear.........................14.12 Liormwd barriers ...............................................5.3 Ncakrequienicarm, material h..Sq SA, 10.5 Option to Replete . ................. .................. ....... 3.14 other spread insurance, .......... .. ...................... 5.10 OWNER ic, fiduciary fa inereuda, 5.12-5.13 OWNER'. Liability_ ..1111- ... ..... M OWNERaRcipermilafity ....................................8.5 Partial Utiliestion, Propaty Insurance; ..... _5.15 Iir.peuny . ....... .... ...................................5.6.5.10 Receipt and Application ofEnsurena R.reads ..............................................512.5.13 sperial Inever................. ...... _ ... 5An Weaver of Rights .. ...... . ....... . . . ...... ...... ..... 5.11 Intent ofConnumt Dovernicat a .. .. ..... .... .. ........ . 3.1-3.4 boterpretatione, and Clarinficatione ..... y&3. 9A Trvactiptions ofphpiml covidificra ...........................4.2 Labor. Materials and EQwPmmt 0.3-6.5 Lend, andS....u...- ...................... ........... .......... li.4 Availability of_ ........................................ ... 4.1,8.4 Ree,orta and Tair...............................................8.4 Laws and Rc,.Iruom,4Awv or Ralinflinionei Bonds Charges in the Work 10.4 Cu,Arvd Documents..........................................3.1 CONTRACTOR'. Responsibilities.....................0..14 Connection Peviddlktanv, Work ................... 13,12 Ocest of the Work, true...._. ........................ j 1 Aly.4 definition of, ....................... 122 gene.16 14 hidencifi.ali . . . . ... ... .. .......... .. 6.31633 Article m Paragraph Niarban Trans and Inspectiorm,_.., . __ ........ ..... 13.5 U.e ofPrzmises................................................6.16 Visits to Site .......... _9.2 Liability CONTRACTORs ................................................ 5.4 OWNERk- ........................................................5.5 U.d Suenit. and banner, ........................... .... 53 Lic.- A"fication fee Pgm Payment .. ........... .. ... 14.2 CONTRACTORP Warranty of"Thic.................143 Final Application for Payerient ................ 14A2 definition .( )M Waives ofClaims............................................1415 Li.itatione on ENGINEER'. authority and raporsibilifies . ...... ....... _,_ ........... 9.13 Limited Reliance by CONTRAMOR Ardhoriced ......................................................4.2.2 412 hisintansurce, and Operating Manumla- Final Application fee Payment..._....... ... .... . �14.12 Manicals (or othms)- Precedence.... Reference to in Contract Doccareaq, ... ............ 3.3.1 hfidormls and Nuipreven. I.khed by CONTRACrOR... ........... ... ..... ...... 03 not incmporekd in W.4 ................................ ... 14.2 Materials in equipment. -equivalent . 6J MeduclUoin (Optimal)............................................. 163 Milrounce.-defization o( ........................................ 3.24 "ardlanecon,- Computation ofTia. 172 Cura.l.tiv. Remadice, .......................... ............ J7.4 Giving Notice_, ........... ...... __ _ .............. 17.1 Note' orChare" ... 1.11.1 ...... - _ ......... 17.3 Prc,fessan.) Fort and Coart Cont Indiadcat IT5 MWti-wimaconlnde.... .................. . . ........ --7 Not Shown or Indicated, ... _ ............... _ ............. 43.2 Notice of- AamptabilitycifFi.jecit ........................ ............ 14.13 Awerd do5rution of ........ ................... ............. ) 25 Maur............................................................ 173 Defects.13.1 Differing Subserfice, or Financial Curditborep.. _ 4,2.3 Giving..... ............ .......................... ........ _ 17.1 Team and Irsepectiona . ........... . .........................13.3 variation, Shop Drawing mad Simple, .............. 6.27 Notice to Prowed- definition of .............................. ........ .... ...... J.26 gwinsoi. Hj=ixNFIIM commons igio a nine arynnom • Natificami. to Surety___ .................................. 105 toting independent .......... __ ......... ..... 13.4 Obeeay.ticas. by UNGINOR .............. .. ......... 6.30, 9.2 uaa a occupancy Occupancy afthe Work_ ................ 5.15.6.30.2.4,14.10 fth.Wk .......................... $.15.6.3024,14.10 Ohnitoome.metabyCONTRACTOR , ........ .09.9 13 withet consent or approval Open Peril policy room. Innommew ................ ......... 5.6.2 royuarccl ............................. . .......... 9.1,6.3, ILA Option toRephoo- ........... .............. ... - ....... 5,14 Article or paragraph Number 'a Ea.1- Iteme .. .... _ . . ......................................... fi 7 Olbarwork 7 Overtime Work -prohibition c(_ ............................... 63 OWNER- Acceptnace ofalifechme, Watt ..........................13.13 appoint an ENGINEER ...................................... 8.2 . fid.rimy_ _ _ ................. ........ ... 3.12-5.13 Availability ofL..d.. reeponsilhility .................... 4.1 d6rupon o( ..... ............................................... 1.27 data, intaith _03 May Corr. Dqfkfivv Work ...........................13.14 Iviny refuse to make payment .............................147 May Stop the Work . ........................................ 13.10 May Suspend Wwk, renuinapt , . . .... ..... M 13.10. 15,1-154 Payment, make prompt._ ........... ...... P.3,14.4, 14.13 perform....father amrk .................................. 7.1 permits and limenw, requirement, ....................413 purchmen] inamm.,acparumma . ...............5.6-5.10 OWNER.- Ameptence ofthe, Work......._ ........ ...... 0.30.2.5 Change Ordere, obligation W tommuta; .. K6,10A Communimatin . .................. ............. .............. �8.1 Coordination ofthe Wark 7.4 Disputes rquand for decision ., 9.11 lnopeoioaa, tame m.d.pprovadq .............. g7,13.4 Liability In . . ne ... ............... ......................... 5,5 Natux.rNreato .............................................. 13 1 Ropreseartative--During Communion. FNGTNMRe Status, .. ..... .... 9.1 Rospoasilnliuiee-- Aabamas, PCEIa Papal., 14..d.s Waste or Ravolinviefive Ideteahil 0.10 Change Orders ..................... ........................ go Change in the Wark- _. .. ............ - ............. 101 eammanicatt mat .. ....................... .......... ........ &I CONTRACTOR'. respovefloiliti . .................. 8.9 mrnlemce affieunowl mrromitemmala ...............0.11 irapaofim.s, items end epmrnal, ........... ........ K7 land. and manamem" 8.4 prompt payrmmtby, 9.3 replecemrnt of ENGINEER..._ ......................$.2 repm-ta and team 84 " - —N-d W-k ................. b1, 13.10, 15,1 terminate CONTRACrOks sarvim ............ ...... 8.8, 15.2 sopmeme representative 9 the ............................. P.3 YJCCC aSaaalN. rominom Ill. A (IM WMITOM wl CrrY OF FORT MLLM WDIFICAM(MIS MV 91M 0 • Artil.cur Paragraph Artid, or Paragraph Number Number 0 0 anAmn Wien requnreel_ ... ...... .. ... ... 71. 9 4. 9.11. .................................... 1 L2. 1 L9.14,7.15A d.firdtion of .................................................1 29 general................................ ........................ .... 45 Owwas resimeraWity lbr 8'10 Partial utiliename- dalmition, of 1,28 general 6,30.14.14.10 Properly I . . . . ... ... ................... ...... ..... .. 5.15 Patent Fees and Ray.16 . ....................................... 6.12 Hymens B.d� .. ...... ...... . ........ ................ .... 5.1-5.2 Payments, Reameremandatima of...- ..... 34.4-14.7,14 13 Hymens to CONTRACTOR and CompIction- Appliention, for ProgdmoPoyrments ..................... 14.2 CONTRACIOR'sWeramentyofTide, 14.3 Fine) Appliomi.a for P.M.k ............ ........... J4.12 Finer Inapami on .............................................. 1411 Final Payerentand Aceeplance............. 14.13-14A4 general........................................................ 83,14 Parted Ufihaabon- .............................. -- ....... 14.10 Romm.go ............................. ........................ 141 R.i.ar ofApplicatnen. for prmrptpayaram� I ....... . . .. ...... ... .. ... ... . 0.3 Mmdala.rv.iaes ........... ................ ............... 14.1 sub.tantadcoreptetioA, 14.844.9 Waives fC].i.k 14,15 witch payments due, ..... .................. 14.4,14.13 withhalding payraent ... . ...... _ .... ...... 141 Pe'[ornamot Bonds....._ .. ... ... ......... ...... 5. 1-5.2 Permits.... ............. ........ ........................ ......... 0.13 definition.f.....................................................1.30 gcreern] ............................................................. 4.5 OVA4 Ma respernibility fa.,._........_.......... JAG Physical Candruone,- Drawingsodinorreludengut, __., .... ... .... 111.2 ENGMFR., review ........................................ 41.4 eailliag, rUmMInat ................. ........ .... ........ .. A2.2 ,...14.2,1.2 ........... ...................................4.2 Natiae.fDiffaling ..3 Postiblet Contract Domonerds Chose . ............. 1.2.5 Possible Prim and Umnes Adjumncrt4 J,Z6 Rebore ad Drawiap.. S.bw,&et and...._..__._......._._......._._......_.. 4.2 sub..b. Condid.4 . . . , '.' - 42],I Tooluricad Data, ]Jradod Mumea by CONTRACTOR Audmerized _.A.Z2 undcr,rotaelhdhti�- gameral-.......................................................43 Not Shoran or loclicead .............................. 4.12 PnAaamn of ............................ . .......... 4.3.6.20 Shown or lmd,ented ....... . .................... ....... . 4.3A Technical Did . ................................................ 4.2.2 Reammereation Cartla, . . . ....................................... 2.8 Preliminary Mantua ....................... .................. ........ 2 Reitman, Schedules ........................... ...... ........... ;tk U. d of.....__. .r. ............................ AI&6.118 RR"aam'C�emset-Conamet .... c-iin. CmitaxrAppiico................................ f 1,I3Pic. Payment ltionfat.......................... 1I 4.2Pogres Pra,mas Paymcntctairn,,q .......... ...................1 ..... 14.2 Progress whadade, OONTRACTOIWs ........... �A� 8. 2.9, I ...... -.................... 6.6.6.29.10.4,11 Project-d.finitionof ............ ............. ........... 1.31 Project Pbeprementative- ENGIN=s Status DuringConsIvettlon, ........... 9.3 Pr.jeat Rpresertatim. Resident-deftition of 133 prompt payment by OWNER ..................................... 83 Proemy lnneurancr,- Additional ,ene,.15.&SA0 Pailgil Iftdizatpon ........................ receipt and application of proceadat ...... 5.W.13 Prot.u.n. Safety end . ............................. fi.2U.21.13.2 Panoh left 54,11 Rsulmacu'.Mmmiql,- danation of 1.32 grown.145 OWNEW.'.,xaadbility fer ..............................8.10 Rcominme.datem dPaMord, ................ JIL4,14.5.14.13 Record Dearements., .- _6.19,14.12 Rooeadr. 'rceduraa for nairdaimmg ................... 2.8 Rem.P.irda ..................... .................. .............. 0.4 Reference to Stande,cls and Specifications of Technical Snood ca........................................3.3 Regulations. Lm,, and (.) ...................................... 614 Rejecting Dftfine Work.._......_......-_.. . .. ......... 9.6 Related Work.. atSite ................................................ ....... 7.1-7.3 Parlorarea] prim w shop ]:nmamp and Sampler submittals wiew... .............. -.1s.3 Remedios. cumulative ...................................... 17.4.17.5 R..] or Coneation ofD.*h. Work ............... 13 11 rental agreements, OWNER approval rorhrel, 11.4.5.3 mpl..cm ofENGMER, by OWNER ................... BI Ralmr1mg and Resolving Durarepanclea ............ .................... 2.5,131,6A4.2 Reports - and Drawings ,.. "". ........ - ... ... .... -11-41_ ... 4.2.1 end Teals. OWNE[Warporailility .....................PA Randent and Project Reprommuitie, definition .(. 1.33 provision Articl. or N ...... h 0 Number Article s Pm-Wph Number Resident Superintendent, C0NTRA(7TGWc_ 61 Rcapcasibilitics-- CONTRACTOWei gcnamI,_._ .....................6 ENGINEER... ............. 9 Litakartione M 9,13 OWNEWs-in ,mcmd, ............................................8 Rocamage, 14.2 Rase .ff)ucomervok ....... ................................ . _3.7 Review by CONTRACTOR: Shop Dmwj'W .cad Sample. pries to Submittal ..........................625 Review ofApplindionsfor i"allm" Nona-141 14.4-14.7 Right to an adjustment . ..... .... ..... ... ... ............... J0.2 Rt$hts.fW.y_ I . I . ._1. -A-I Ra,altme, Noun Fees .4 ..... ................................ fi.12 ,%to Stmounel Ioading., .......................... 0,19 S.f.ty- .ad P,.u,,fi on ................................ 43.2.6.16,05,18. _.610421. 7,2.13.2 generalsass.__sass .............................. I .... .,.k.M.6.23 R.iaae.tauu,., CONTRACTOR'. .......................6.21 Sm.ploo,. column. mf .... ............. ........... L.34 Rc,,. by KNOMBER ............................ §.26,6,27 uelmcd Wcuk ...... ............ ........ .... .... ....... .......0.28 naboutt.1 of..... ..... ...... . sass_.. , , . .0.24,2 10.4. Schedule of Voluq 6, 21-2A 14.1 Schaduics- Adhere.. to _15.2.1 Adjusting__ ...... .. ... . ...... .. .... . ... _...,........_no ClumV a Common Timm ................................10.4 I.iti.Hy A.Wabl ....... .. . ..... .... 7.S. 19 Ptelimimmy ......... .. .. scaocorCh . . ................. ...................... 10.3-10.4 SubsuffewCanditions........................................ 4.2.1.1 Mal, Drcaualp,- and Samples, gameml ................................ 6.246.28 Change Orders &Applicatimis for Payments, and sa111 1 1 -- I I . 9.7.9.9 dolictition of.....................................................1.35 ONGINERR-a appocuI ed ................................ 3.6.2 ENGINEERe'eaponsibility far roview .......... .... .............. 9.7, 6.24-6.28 rcIm.dWcxk....-- . ...... ... - - ,, . , , A28 rvict, pf000denot ........ .... .......... ._..2.9,6,24628 .1d sulhomitud requved............................................... j5.24.1 Submittal Procedures .......... ................. ....... 625 . to app.. subatmentate .............................. 6.7.3 Shown or Indicated ............................................... 4.31 Site Aaaccc_...................................................7.2, 13.2 Site Cletudin . . ....... ..............................................0..17 sho, viail. to - by ENGINEER, ............. ...... - 92.13.2 bydh.,,., , _ ......... ................ ...................... 112 .s,nceal causes of low policy form. ime. . . ...... .... ............................ ....... ........ S.6.2 definition ot .......... ........... ...... ........... I spe.diudiom, Mount. of ....................... ........ j 36 of Technical Somimins, rdmna M 3.3.1 prccadznce......................................................3.3.3 Standand. and Spocificati. of .hrucul Scictuat........................................1.3 Starting (7onsmuctum. Befoaq..............................2.5.2.8 Smiting the Wock ............... ......... .............. . 2_4 Stop or Seepand Work - by CONTRACTOR .......... ........... ........... 15.3 by OWNER, ................. .. ........ 8.8, 13.10, 15.1 Storage ofmaterials and oquipmeal., ................ _4. L 7.2 S"choutl Loading, Safety........................................618 ladeamnotur Conectuing .................... ......................... .0.11-6.11 definition a ..... .............................................. 1.37 delays_ .. ....... ___ ......................... ......... 12.3 ..i,cr ofrjhto, ........................... .................... 611 SubconcoccLors-in general ........................ ..... _6M.11 Subcontacte--required pisione ... .... 531. &11. 11.43 Submittals- ApplIftnionsfor P.ymcm, ................................. 14.2 Met ...... ad Opmetion Manandia ............. 14,12 A.,. Schadulcat ...................................... 2.6.2.9 Samples . ................ .......... ................. 0.2".28 Schedule dV.1 . o.................................... 2.6.14.1 Schedule ofShW Dmwinp and Samples ....... ........ ..... . ....... 2.6,2.8-29 Shopaawing....................................... . 6.24-6.29 Substantial Cm.Pldivn-- 'emulion. l-- . ... ....... ........ 0.30.2.3,14.8-14,9 definition al .............................. ..................... 1,38 subethroto ComanKtion Methods a Frocedurac ........ 6.7.2 Sucaututee and "Or Equal" lamm...... .............. �63 CONTRACTOR. Expenco ........... ................ 6.7.1.3 ENGINEEW. Eiml.mion ..... ........ 47.3 'Or -Equal ....................................................6.7.1.1 Sukmae Construction Method, .9 neat, M 110M Ll 0 1-1 L 0 Article or Paragraph Ntonlm- Substitute lvmas� ...... ... ............ , , , _6711 Sobecattkoe and Ptraicel Conditions— Drawarepe of, in or relatus to 1.2.12 . .......... . ... .. . ... ...... 424 general.................................... 42 Minjual Reliance by CONTRACTOR AuthmiW ..... ............ _ , _ � 422 Netion of Differing Sbf... or Physical Corditiona, .....................................4112 .. 1.2.3 Phyincel 0anditiona_ ... ............................... Possible Contract Drounranta, Cleang . ...............12.6. 45 Possible Prim andTimon; Adjustanwate_ ...........2. Reports and Doroin,_ _ 22Sulsr&can4 .... ....................Sinq.............4,21A1Subsofae .4 CrinUtins at the .__4.2.2To.haimllat. .._.. ............................__............... soper�mon-- CONTRACTOWs rupocriiinificy., ...... ..... ..... .... ... Of OWNER shell not suparvis,., 8.9 ENOMEER.h.11 ot.,crvi . ........... .... 9,Z 9.13.2 Su,terintandance—, ,, _ __ __ ........... ___01 Superintendent, �NTRACTOW.maident, ............... 6.2 Supplemental conts, ..... ..... ......... ......................J1.4.5 S.Pplecentrary Condifions,- definition .f.................. .................. ............... J.39 tnuicip.lod.centq .................1.10, 1.19. 2.2, 2.7, _ ... ..... __ __4.2,4.3, 5.1. 5 3,5A,5.6-5,9, ................. 3.11. 6.8.6. 13.7.4, 8.11.9.3.9. 10 supplenienting CantraY Dadw mts...........................3.6 Supphar— definitiont of_ .......... ........ )A0 Principal rateresima, to ..... ...... 31,6.5,6.8-611,6.20. 624.913.14A2 Waiver dRights ........................... .. .......... _&i surdy- craccent to Roal pynnair................... J4 IZ 14.14 ENGINEER has nodety t.................................9.13 NotiOrstion of . ..... ....... . ..... ....... 10,1.10.5,152 ,pialifin.tion of..._ ... ... .. . . .... . ..... ......... 5.1,53 So,i..l ofObligatione, ............ - .... ... -_ .,634 Socpand Work. OWNER May ................. ..... 13.10,15.1 Suc,maorn of Work and Termination, ......................15 CONTRACTOR May Stop Work or, Taormina....._....-.. - ---35.5 OWNER May SuVand Work........... _ . , , . _ . 15.1 OWNER May Tenninitta ... ... ............... 15.2-15.4 Tiom—Payment by CONTRACTOR__ ..... 0,15 Technical Dins — Lucien] FAw" by CDNTRACrOR.... ............ 4.2.2 Possible Price and Times Adjustment, ........ 4.16 Rgarts of Differing Subsurface and Phy.ical Condition ................................... 4.2.3 Temporary mactruction Mint. or P..Vph Number Teorneatien- by CONTRACTOR . ............ ....... ....... ............ 115 by OWNER ........... ............................ A.B. 15.1-35.4 dENGINEER,employment...............................3.2 sov.eni. of Work-in S..4 ]5 Tore. end Adjectives..............................................3.4 Tests and lrispcofirroa-- A.. to the Warl, by inhere, ...........................13.2 CONTRACTOX.,cap .. Mitt . ...................... 13.5 carald 13.4 covering Work prior to .......... ................... 13.&13.7 Litaveand Re,tilitfictic(or) ......................... 13.5 Notice ofDcitams...... .... .... ...................... 13.1 OWNER May Stop Work._ _ ___13.10 OWNER', unl9twollent ftsturc,, ........ )3.4 ".i.l, ragoired b, ENGR41MV bendy iirtim,quircQ........................ ........ .... 13.4 Uncovering th,W.k. .1 ENGINEER. reopect, .......... 118-13.9 Tiara.. Adjunin, ................................ ......................... 0.6 Clore dCannaq ........................................... 12 Conapmati. of ..................................... ..... .... 17.2 Con"d Timea—demiLion of, 1.12 day IT2.2 Crarnmencernow 1'roconatrunwon schedules....'.... Starting the Win Title, 11.2,12 definitionof .................................................... J'41 Not Shown or ldinead................................... 4.3.2 pornationt of .................... ..... .................. 4.3. 620 Shown . lrnlit . ............ .................. 4.3.1 Llait Price Work— aloun, ................ ....... . .............................. 11.9.3 definition of ............ I — .... ... 42 ger.rall 1.9.14.1. 145 Unit Prices— 8.111.3.1 Detanninotion far, .............................. ............ 9.10 Use ofPfcMis".—.—, — .............. 6 16. 6.18, 6.302.4 kkility c,mM__ ............... _ §13.6,20.71-73,13.2 ThifintiMa. Partial . ............ .... 6.30,14.14.10 V.I. of the Work .................................................. J1.3 Values, Schedule of____ .Zii, 2.8.2.9, 14.1 gICPCMAOominomlqjo-snmmrnofn • vari.b. in Work -Mina Authorized.._........._.,..............__. , 6,25,6,27,9.5 Mid. w Paragraph Number Visits w Sit. -by ENGINEER ................... ......... 9.2 W .... . fClai.,. Final Pyauq_ .................. 14.15 Waiver of Right, by hoon,d prfi . .................. 5.11,6.11 Wfluenty and Guarantee, Garmoal-by CONTRACTOR ....................... 0 M Wanneaty of Tida. CONT9ACTORa.. . . .......... .. 143 Work -- byothem ..............................................................7 Cb.,a in the , . ............. I ........... 10 Continuing the-_ ...............................6.2 CONTRACTOR May Stop Work .Teraimw . ..... 11 ...... Coordination of I -.................7.4 Cast efthe.............. ...... .. ... ........... 11.4-113 dafi.ift. .( 149 ncgl.cW by CONTRACTOR, ....... ......... ..... 13,14 otherWork..........................._..............................I OWNER My Stop Work................................. 13.10 OWNER May Suspend Weak ................... 13,10,15.1 Related, Work at Sita, ... __ ... ...................... 7.1-7.3 Smitingthe ........... .......................... ..... ........ . 7, A Stepping by CONTRACTOR ............................. 15.5 Stopping by OWNER ........ .............. _. ...... 15.1-13.4 Variation and d.,ifim outh"i" minor ........ -3.6 Work Change Diraeti,o- .l.mosperautiotte, ............................................ 10.2 • definition o( ...... I L'PI principal rale,e. to...__.......35.3.10.1-10.2 Written Anuendment- defiratteno( ..... .... 45 principal m6ncnea.0 to .............. 1.10,15.5.10,1512. ........... 64.2,63.2,0,19.101.10.4, - - 11.Z 12.1,13.122,14,7.2 Written Clarificationes and .................................. 3.6.3.9A.9A1 Written Nod. Required - by CONTRACTOR ...................... 10.4. 11.2. 121 by OWNER ................. A. 10-9.11,10A. 11.2, 13.14 E aaT8at.1L CONDMONS 1910 4 0990 sinvom w/C11YOF MTOOLLMMODOM710NSOIN M) Fj Cityof Financial S9rvicPurchasing Division • Collins 215 N. Ma5on St. 2n0 Floor //—!'lI`r�\(vA`'-■.M \/v Po Box 580 FM Collins, CO 80522 970.221.6775 170.221.6707 Purchasing iwo'-ouFnrcOssing • • ADDENDUM NO. 1 SPECIFICATIONS AND CONTRACT DOCUMENTS Description of BID 7676: E Lincoln Ave & S Lemay Ave Improvements OPENING DATE: 3:00 PM (Our Clock) August 14, 2014 To all prospective bidders under the specifications and contract documents described above, the following changes/additions are hereby made and detailed in the following sections of this addendum: Exhibit 1 -Additional Information Exhibit 2 - Revised Specifications Please contact John Stephen, CPPO, LEED AP, Senior Buyer at (970) 221-6777 with any questions regarding this addendum. RECEIPT OF THIS ADDENDUM MUST BE ACKNOWLEDGED BY A WRITTEN STATEMENT ENCLOSED WITH THE BID/QUOTE STATING THAT THIS ADDENDUM HAS BEEN RECEIVED. Addendum 1 - 7676 E Lincoln Ave & S Lemay Ave Improvements Page 1 of 6 (This p%c let blank immrtionally) LI xW canco�uFaa. coem�naNs �s�o.e peso F]Nnop wr a rr or roar (sows moomceno'a �av w997 0 GENERAL CONDITIONS ARTICLE I-DEFINMONS Wherever uxd in these Gamral Conddineve or in the other Cotmad Documents the fillowirm terms have the mommaim s indicated which are apphmble to both the ,insularurdplurelthereof 1.1. Akknde-Written a' graphic itunanents iswW prim In the ":s ins of Bids which deify, cared m change the Bidding Raquimmams or the Conditwl Tkeomcnts 1.2 AEsmant--The wnacn contract herween OWNER ad CONTRACTOR coven, the Work 19 be perCeemed. reher Conrad Documents an, euached to the Ageeanmt and mark a part theaofas provided therein. 13. Ap heation for Pyevent-The farm ,AMO by INGIN R which is to be used by CONTRA OA in requesur,. regress or final psymcns ,rid which a to be accanpamcd by catch appodnng doasmmdstion ea is papered by the Correct D..m 1.4. Asbastar-Arty mntdial that wnmins more than cure 1mlasbma lusand liable er e, rcleasisg mlestos Idea. the or above ou.ent ncuon levels esmhluhed by the united Sons Odnpotiorat Safety and Health Administration U. Bid -The stun or psfocal of the bidder submitted on the preeminent form setting forth the prices far the Work to be performed. 16, Bidding Doctme tv-The edverniweW or lnvimtion IU Bid, itmructlore to biddere, flee Bid form, and the pmpmed Correct Dammetaa (including as Adderdo issued prior to rev pt ofBids). 1.1 Bidding Ro,dramrnts--The odvedixmem or hlvimtlon to Bid to bidders end the Bid teem. I.S. Bard,4krfamaree and Payment bonds and other ingtmnenMofsecwity. L9. Claude Order -A documen recommended by ENGINEER. which a signed by CONTRACTOR and OWNER and antenna or addif. deldimd orreva ce, in the Weak, or an adjustment in the Centred prig or the Corded Timm isv'xd on or,ller the Effective Dam of the Agreement 1.10. Contract Lkicumenk-The Agreement Addenda (which permbn m the Contrast Decumens), CONTRACTOR, Bid (motidnta dneansw ention emompmyitd th Hid nrad any pos Eid documentation an abmitt, prier a the Noum of Award) when attachal as eahih to um Agmmmt the to Naito premed, the Hondo U. Gaseral C. it site SuPplemmsry Conditions the Spedfimlior. mdd the Drewidds m the 61000 t1PNkItN.l'OM:110NS IYIaB (Ills Hdllml w/QTYM FORT CUW IN MOWFlCa1lOtHmEVaRaM) me are mare rihcally identified in the Agreement train, with all Wntan Amendment', CMege Orders. Wmk Cdangc DuaYiv0. Field Ciders and ENGINEER, written intwpnetatiom 1 clarifications ivwu:d psaent to paremaphs3.5. 3.6.1 and 3.6.3 es car efler the E !ache Date of the Ageammg. Shop Drawing abnnmk .Facred p are an to peregaph, 6.26 and 6 27 and the repass and dmwltps referred to to pamgaphn 4 2.1 and 4.2.2 arena Contract Documans, III. Cortmn Putt -The morays payabk by OWNER to CONTRACTOR Ica sanpkucs of the Week in accordance with the Con rid Documents as rimed in the Ageemem (abjmt to ue pmviskm of p regreph 11.9.1 in the mse ofUrul price Week). 1.12. CoNms9 yimrs--'The N. of days or the data send in the Agreement (t) an achieve Subaarvind Cumpleueea and (i) to mmpl,ac the Week so that it is ready far 6.1 peryymmant es evidenud by ENGINEERS carte , manmemkuon of Taal menen in oaadera:e with panagepb 14A3. 1.13. COMRAC7YM-The pemnn Tam ee e pomtion with wham OWNER here Wcad into the Agreemnt 1,14, df,,M a -An adjective which when modifying the wad Wmk refem to Wmk drat is wsstisfactery, faulty or deficient in this it does era conform to the Cadmet Documents, or does not mcet the rcc uincmmes of any va,catics, ref nee a sMarq ktt or approval rekned to in the Canoed Dmummts or has bent damaged prior to ENGINEER', reoamnendation of Rust M= (unlese responsibility far the protection thereof has bond aaumed by OWNER at Subaenttal Completion in acemdance with paragraph 14.8 or 14,10). 1.15. Drenengs-71n,drawings whale show the antra. anent and chmader of the Work to be fumand end pedeerned by CONTRACTOR and winds here been pepared or approved by ENGINEER and are referred to an the Cmtrad Documents. Shay dtawitps ere teat Drawmgesodefined 1.16. GFNcbve Dees of the Agnenawt-The date indicated in the Agreemenl on which it become effective. but If roe such dau is i d¢akd it meures the risk on which the Ageemenl is signed and delivered by the bat of the two patierto sitm and deliver. 1.17. ENGINEER -The person, I. or corporation mmed as etch in the Ageem cat. ].IS. ENGINEERSs CcvauBord-A pasari, fuse or oapmstion 1,1ud,Mead with ENG[I drM to,ouch moos es ENO]NEER's independent pafeariorol ampe®k or coraulluttl with respect to the Project and who a identified as such in the Supplementary Conditions. 1,19, Field Onkr-A written order nosed by ENGINEER wWdd order, mitmr charges in the Wok in recordsnm Pri with pargm 9.5 but which dmenot involve a cherdc m the Coned ceerr the Cormaca Timm C • u • 0 1.20, Gmaml Rugruremeno siwliore of Division 1 of 1954 (42 USC Section 2011 to seq) as araeMed fray the Spedfirafiaro. time to time. 1.21. HamNmn Wusm-The tam Hemrdms Waae "Il have the ..an, provided in Salim 1004 of the Solid Wave Ditymal Act (42 USC Section 6W3) ss amectded boon timetotimc 12 _a Laws and Ragmludaa, Incas or Reguh u.-Any and ell eppli ble lmw Ira raguhlima, wake" a; aades and mlons of my mad all pwimmental bodies. agemies. nmlwri[ies and cows tavicgimisrticti0a 122E Legal Nofitbm-shall the It.. handays aburvN by the ON of Fort Colliro 1.23, Liens -Limn, charges, warily nocuous or d 1aareaaupm reel(rapaty or persoml propo' 124. Milenone--A prirwipal overt epaificd in the Core Doamwma rellating to an irmrmcdlaw completion dale or nice prior to Subaltern] Campktim of all the Wok. 125. Notice ofAwar" written notice by 0WN1bR to the arnera uneventful bidder stating Net upon compliance by the apparent w¢eafn) bidder with the wtdi ione proccdmt unmanned therein, within the time apecified, OWNER will sign and deliver the Agreaream. 1.M, Nader to Pmceed-A written came given by OWNER W CONTRACTOR (witha copy to ENGINEER) ftxitg the data an which the Cmtrad Times will wmmmw W ern and on which CONTRACTOR shell amrt to ponfam CONTRACTORS obligations under the Context Document, 1.27. 0JVIVZt-T1w public bury or authority M.aaaemm firm ca M. with when RACTOR hem mWmd into the Alinement tend for when the Work teW be provided IN. Partial Utun rocs -Una by OWNER of a mFemrtially completed pun of the Work for the pup0a fa which a is intended (or a related purpose) prior to Substantial Canpletimorall the Work I N. PCBx-Iblychlaireld biphmyle. 1.30. PCtrofeltea-Petrolemo. including aide oil or arty fiadat Hereof which is liquid ar sumdvrd aadilime of oer, minpaohue and M. (60 ttegramand s FAalion 14.]faunde per mlume inch absolute), such es oil, pecalmia, Act oil, oil sludge, oil refuse. µawfne, kerosene and al mixed with other rem-UnmNOuawa4es and crude oils 131. Pryea-The that comtruatim of which the Work W be provided Under the Cmtnct Dmormas mayy be the whole, or a pan as indicated elaewbare in the Contract Document. 132.g, Rmdaach. MamurL- urce, spxul mcclam, or byproduct materiel m dermal by the Atomic Energy Act d w, O FFMT CO11gIl emanum(19AatiAIM) 2 W/maYOFFOaT(AWlHMCOmIG2101S tWiv</1@a) 132 b A,M Wonbnf Hours-Rmal. workrr he. eR m ever der nNe Gemrel teem iemerm� 1.33, Rest&nt Prgjact RapresaMarre-The amhaieed remesaaetive o[INCAIffit who msy be asvitgsed b the stwormypanhrumc 1.34. Smiplm-PhyScal examples of metering, oquipmem, a wakm achrp that ere rtprosentative of m capalm of the Woh and winch establish the 9arderds by which such portion of the Work will be judge& 1.35, Shop DmMogs-All dmwitgp dugams, illusestime, whodules and other date a iNormntem which are e�m fimlW prepared or emembled by or for CONTRACTOR end submdtd by CONTRACTOR to illustrate mere portion ofh Wool;. 1,36. Spacoomme-fit poroone of the Cmtlad Dommcme mrmsNcg of written Were.] desmpTttism of mntaiels, equipment, wn+trmtim syaWmy marderdv and akmmvhip as applied 0 the Work and contain adminigmtive death applicable thereon 1,37, Subconrracmr-An individual, fine w atpotmion having n direct mound with CONTRACTOR a with any other Subcontractor for the performarea of a part of the Work to the into, 1,38, Subnmdal Conwhedan--The Work (a a epeout d pert Nam01) has yr�com' 10 the Von where. in tho Winim of SNOB ER ere avcdmad by ENOR EER'o defuitive anifimle of Subewmiel Completion it's. vermimdy complete, in Work (or o r with the) Contract Ao read for t e p the \York (a which ibd poi) ern r f an s far the ea rlacra tiorme which it e mondd: c if m such ready u usual when the Work is by y (G E ready far &al payment m wed pay 6y ENGINEER'S written r�mmmdunm hof e bml garment In accordancecare with paragraph 14.13. The terms hdmtplie gall or Po and ' Work rd 0 Sidem tot' m applied to e11 or purl of the Work refs W Suberamivl Canpldm thereof 1.39. Suppleamor' Gandaimm-1'he tan of the Contract Dmuments which ..it, or supplemeNs then 0.1 Cmditias, 1.4). Scwplier-A manufacturer. fabricator. wlylier, dideibutm, maldialrom or vendor having a direct contract with CONTRACTOR or with any Subcomicec to banish matetiais or equipment W bo incorporated in the Wakby CONTRACTOR ormry SubaMeam 141. Umfmgramd Fmthde�All pipelirea conddty, ducts, trebles, wire, mnAdes, vmld, mils, lammle or der Leh faanhno or nnacMCms, and my ernen a cmmnnng such mca ailihwhich have been indabd aaderpard to funush my of the following emvias or materials: electricity. gases, seam, blind pefrokum pendnes, telephone or other eammmsome able kkvisiat sewage and drainage removal, "fr. a clear cadol ay9®m or water. 1.42, (]Wt Pnm WDrk—Wak m be paid form the basis ofmutpriees. 1.43. Wor�The emhc caepl IW construction a use venous m,mo ell identifiable peers thereof ivyin d to be fmnlslwJ under the Comma Document. Wak includes and is the result of performing or furnishing labor and fire isdrg rid in ..mini mateials end yuilmera into the amuuctiac and pforni ar fwn6hirig service ured Nrnishitg documerm ell as relayed by the Cemt.n rMamcma 1.44. Wnrl: Chungu Dhucdva—A writmn directive o CONTRACTOR toed a a ate the Effective Date of the remem and signed by OWNER and ecmmmendid by ENGINEER ordavg m addltal deletion a mdm N tlm Work, or reeparabi to diffeing on, mfomamn physical comiliory under which the Weak is in be performed as provided in ptmgmph4.2 or 4.3 a to snagsaw" uWar paragraph 6.23. A We& Chmge Dyative will not sang. the Caused Price or the Conned Times but is madmen that the nation cared that the Irovidcd m Imvgnph 10.2 1 A5. Ipntt n Amenkwm -A written wi=Ammt of the Contact Dowmmts, signed by OWNER and CONTRACTOR m or after the EIBnPoe Den of the Alummem and =really dealing with the ormsegirzwing or roveclmial .list then sisterly coraructimaehated aspects of Jae Cavern Documard s. Detltsryof8ortdv 21. When CONTRACTOR delivers the seasonal AW c mt to OWNER. CONTRACTOR shag aim &liver to OWNER such Bonds m CONTRACTOR may bon required to furnish in accordance withpsaWeph5.1. CopiecolDoeaai.m. 22. OWNRReholl famish ID CONTRACTOR up to ten olefin (unless otherwim slsecified in the Supplanentery Questions) of the Conant Documents as are mesambly cane any fee the eaecmhen of tI. Wak. Additional copies will be fumshd upon rryuat. at the met ofrapmduestien Cemnaenaemew r(Canaua Times; Naticeal'roreed 23. The Contract Times will eommeroe to run on the thirtieth day rifler the Effestm a Oats offs, Ageement, a, FJCpCO91SRAL(A}Il1NIOb31Yta8 (IYSOEdYm1 w/G1lV OF'fONTCOIJJIS N�IFIGT1018fREv<Ra0a1 • ere Notice W Proceed is givan.mthe day indicated in the End. to Proceed. A' dies to Proceed may be given at any time within thirty dp fluethe ERetiv, Date of the Agreement •_ __ ..._. ..:11 the nape._...1 n:__ ar Rid martin, orthe thirriath%ayaM-the-EF1'mtwe+3em .fAhe Agnt+nmb:whith deniararher: Saudngthr Wong: 24. CONTRACTOR deg sort m pert the Work m the dam when the Contend Ti..,... to unt, hot an Work shell be done at the site nor o the data on which is CurtmnTiesesmmmaae loran Bide Marring Counnerim: 25. Before undertaking ch part of the Work.CONTRACTOR shall archdb suN' and conngmc the Commet Do entarre and ene& and verify penmmt figures shown thercm and eU eWli.We field mmsuemm¢. CONTRACTOR shall promptly ml cn in 'ling to RNGTNE.RR erry 70ia, once, ambiguity or dvmperwy whirls CONTRACTOR may dsa+ve and sail obtain a written mtmquoti e a clarification from ENGINEER beta.. Kmiseditg with an Weak od f lenet thereby; how.a. CONTRACTOR shall be liable an OWNER or ENGINEER for failure to repos wry wn0ict, era. ambiguty or diar.rey in dce Cmtrect Bok nton, inCONTRA R knew or rasonably should have known thereof 2,6 Within not de}a efts the Effective Dare a the Apartment (unles o[hswtm specifid in the General Regt err aura), CONTRACTOR shall aJnnh 0 ENGINEER for review: 26A. a preliminary pngnst schedule indcatme • the Ems (nonbers of days or dab) la siding and ex mplemg to various sing. of the Work, including my MJnlaas specdud an the Correct Docomeds; 2.6.2. o laellmimry sdtehde of Shop Drawing and Street. subreowle which will list each relived subsomel and the tire%fa submitting, reviewing and pecemygsuchenhnrmali In on a�MAI a4a I 8wd1e4s_71a ^I lady diva face .Jew by Geitceel 2.6.3. A pedimnt, schedule of values for all or the Work which will nelu& irimures rid pion or items aggregating the Contact Rice and will subdunds the Wad am cvnpmau puss in sufficient detail 0 save as the unit fen promise paymmta during construnice. Such paces will udu& ea epp,frinm smuuo of.crh.d and post eplifabl. an each ism of Wo k. 2.7. Before arry Work it the sit. is initial. C ONI'RAM OR and Oko NRR shall make &live to the atha OWNER with cvpia o wed admtfiebin-tMFupplem weary Conditions ENGMBRR. 0 • certifiwtea of insuam, band otba evidence of huweno, describe a fuctiemlly complete ITeject an be CWVYckd m moOdame wi 0 1� u cab ch CONT CT gem u require) m pumles. and maimein in moundance with lamgaWe 54.5.E nrafi . HeeoasmaCha Canferaaw: 2.8. Whhm tomb days after the Cmtlmq Times wart to 'On. but befne any ork at the site is slanted n cmfinem, amended by CONTRACTOR ENGINEER and ethers as M*w, will be held 10 Owl,hsh a w.h, raemling among the patio se to non Work and to discuss the schedules referred to in pamgaph:6, paem edua for hadDrawing and Shp Drawinand other wbmdual, processing Applications for Paymw end maintaining neV irnd reoada. lnimlly nampmCle Sn1eAt W: 29. Unlas arhawise aovidM in the CoNmct 0 mmo,tions end edjunmctls and to mmplme and masbmil the mhpWla No Iaogesv payment shall be made m CONTRACTOR until the Weedulea are submitted to and acceptable to ENGWEER as prided below. The progress a.'hrdule will be mwpeble to ENGINEER as pmviditg on orderly, peaganan of the Work to cpnplemon within any specified Milemma and the Commat Times, but web actepmme will neither inane on ENGWGER reeµmsibilily for now nor11uercu—ut� srMhlirtg m renames of the Work w imafine M or rcliac ARTICLE 3— ON'IRAC`f DOLNNENIS: INTENT, AMENDWG,REUSE Meat 31, 1'In Contract Dnamws crmpnm the emrte agearaw between OWNER and CONTRACTOR mmmurR the Work. The Contact Do mnme are mmplpn b1r whatrscalledforbyoneis 83 birdit� as if w11W for by IL The Coma Dmmws rwdl k committed in acoordmm with the One of don plain of t1no Rojed, 32. It is the meat a Ne Catmint Dmumws m 131000OFNFML WNpTIOM 19taa (199mfidtlad 4 WCINOFFOATWWlN9MOOtpI(ATONS (aLY V1o0a) 3m±2 salt ewll be furnished and slocifiwlly called for. When we a well-known technical or made mewing are mad m m squipmetµ wdr words or 3,3. Refam ea m S4andards and Spadfrewas of Technical Smie ier RepO n" and Resolving IHmrepanda: 3J.1. Reference to slmdwds, s,enheatiow, mamak or codes ofarry, technical moiety, organintion or m enowtim or m the Laws or Regulobens Of any govmnmetml authority, whether such mfucnm be spmifie Or by "Pie tin "I mean the term nandmd specifiwben, mmml, node or Laws cr Regulation ine(DOW fda, eofop=if fern wer. nit Bids). EEmbe Dam of tlo Agcvnw rfthc i wcm ro Bids), eContt as may en otherwise: spmificolly mated N the Contract DwW Hems 33.2. It dun% the perfamanm of the Work, CONTRACTOR di . any mnR,M error, ambiguity Or diserepncy whim the Contend Doeomarva or between rho Combos* Document, and airy provision of may each Low Or Regulation .,IusaNe to the peRmnence of the Work or of any such man ent epmifiwfiom manual a code M of any '�Wructimofa. suuppppgx rcfinedminparegaph6.5, CONTRACTOR daR npOM1 it to ENGINEER an writing at ram, and, CONTRACTOR shed no plocmd with the Wok almeted thereby (except in an emergency as authorized by pangmph 623) until an amendment or wpplemmt m the CaWnetDmumanm has loco uwad MM me of the metloda indicated in to mpon my cam mathat, or demsepxmy mlexs Or ramo©bly should have 3.3.3. Ese la oa W wise specifically, sorted in the Cmntmct Documents or as may be prewided by waseaslan. or supplement tbmesu issued by pre of now methods Indicat in p1.,V ph3.5 or 36, the pro,en. of the Cmlmcl Documents shall rake prmedenm in madvim my ennflic4 ern, ambiguity mdi.V ybetwtnthepovwmsofthe Cm d Ducummas and: 3.3.3.1, the poriaipu Of my, aweh sturni specifmatia, maaaL code or nmrupim (whahee a not specifmally momporsted by refertrce in the Canino, Documents); or 33.3.2, the povision of arty mch Iutvs or Regulation appfinble to dot perfamane of ores Work (elm such en ime 4w-. of the �iaima of the Cmatmet Dmummds wadd result ohtim of.rch Law or Regulation). note or mention. wall M .11move m emeop true ashes arm tmpwrsibilitwa of OWNER CONTRACTOR or ENGINEER or any of their suboonmcbrs, comultarma, ,gams or anplaye. from three ad forth m the Crammer Dmummm, nor shall it be effamti e m roanp to OWNER ENGINEER orrery ofENGINEFR's Cmuulmms, gents., onpbyeu airy duty or mthe my s m pwise or dorun the famishing or paloom en of the Work or soy duty or ,uthonry to mdatoke reepambiluy rainwawa with the =pWane of pmsgmph 9.13 or any other provfdm of the Curarect Pm orem, 34. Whenever in the Coolant Lbrnmena, the term,'as ordered", 'a dircclod'. 'as roq.i.&, 'a allowed', "n a,Vmod' or terms of like affect or room roar ua4 or the mjecdves 'rmswnble'. "mimble', 'amephibk', 'feoped' or'ntmfactay' or adjectives of like effect or import sae mad to deacrih a requumtml, direaiat review . Cooled ]),nua ea end confnmarxe with the design mmept of tha completed Projecta e functiorting whole as shown or iminted in the Contract Daaments (antra that, is a specific atmem el inhoomg theswicet. The um of my auehterm or adjoetive shall not be e&cuve to assogrs to ENGINEER arty duty a maturity to mparvien or direct the Dumdum, or pert na the Work or any duty or uth aority to m&rmru a oaFm mbih em=q b the provisions of pmagmph 9.13 a any other pmvnon of the Cenheal lbotmentr Amenrbag and&,,alamering Creamed DormmMe: 3.5. The Cmumct Docmaents may be enter led b provide for additions deletion aM revuimm in the Work or to modify the terms sad cmditwn reared in ore or more of the Mowltg ways. 3.5.1. .format Written Amendmmrt 3.5.2. a Chong, Order (qumma to Wro orph 10.4). ar 15.3. a Week Clmnge Corrective (pument to paragraph 10.11 16 In addition, the rNmemems of the Cml.d Daummm may be mpplemmmd, and minus nriatiwo and demmmn m the Wmk may be nWunme% in me or more ofthe foumving ways. 16.1. A field Orrkr(pura tto pmgmph 9.51 3.61. ENGTNRR'R'a aMmal or. Shy Drawing or Sample (pursuant to ferraphs 6.26 am 6,27). or 3.6.3. ENGINEER', wrker imcrlxemtim or clarification(pmsamtl to Mm mph 94). Reuse ofDoemaraw: 3.7. CONTRACTOR anal arty S.boom e. or supplier or other perm or reformed. pmfmmir8 or fimmahbtg my of the Work under a direct or iidueeL amtraa with OWNER (i) alalt rut lone or aapmcmy, title to or owneral rights in any of the L)ntom x, specifinu.0 or other dmumenm (or copies of any thmood) prcpmd by or baring the sal of ENGIN65R or ENGINEER', CaemhesA and (il shall nor roue any of meh Drwwny Stewfieetime, a er it... e or ogna ARTICLE AVAf1.ABILITY OFLANDS; SUBSURFACE AND PWMCAL CONDITIONS; REFERENCE POINTS rbwlWblgty ofLantr: 4.1. OWNER shall famish nmdamt in the Comnd Docmnmt, tlw lands upon which the Work is to be paknomal. righ"famy and eameeras for ece. themeand mah other lands which am desimmred for the not or general aMbodien hot Taorfinlly retnmd m use of lan s so fumuhed with which CONTRACTOR will have to uanply m mrfurmmg the Wmk. Dranerm. I'm CONTRACTOR and OWNER act marble to agree on entitlement beer the team ea amid of any mjumnrnu in the Coneaet Price or the Caareal Tim. a a ,.It of any delay in OWNER'. liumating these marts, righa a- way or maanmr CONTRACTOR may make a clean therefor oa provided in Articles I1 rim 12. 6MpCp@IkAALlAN01noN31Ytoa tmNgattm) 5 .rmyoaFoar(XgLre narnmunoxsptsv4rzaom 46 0 • • 0 CONTRACTOR shall provide fo.O adiinmal hods and ammo thndo the may be retained for umpaary wrewction fteililia or slaege aC materiels and equipmerd 4.2 AalmrjoeeandPhyuod CmMfima 4.2.1, Reports and Drmwngs: Rdererme u made to the Supplementary Confidence far identification of: 42.1.1. Subsafaua Cordlnms: Th. reparm of exploration and tour of auMvrface caditiam at m ana�r m to the site that have been unlined by INGINE - m W"nng the Contract Dacumaam; and 4.2.1.2. Physical Cmdufonx, Thmc dewirps u( ph,mcd wnditions in or rclmbp .!dating surface or an or abuatura at or cadges. to the site (exafn unde Facilities) Hat have been milizd by GAIEER in Pamring Oe CoMad Dacumanm, 4.2.2, UndMd RaRmme by CONTRACTOR Anahermad' T'ionmea7 Daa: CONTRACTOR may raly upon the demand accuracy of the'Ycrhrtimel dour' mammal in each mpam ad drawing; but each rgwrtsard thawutgs arc rot mros Contract Deeuc. Such'mdmicd dam' is identified in the Supplementary Caditims. Except for arch reliance on such'teclimoal dam', CONTRACTOR may rat rely upon or make an, claim agwral OWNER, ENGINEER or any of 13N'GINEERS Conalmme with mq tto 42.2.1the campplemneae of each reports and driven, for CONTRACfOR's mrpmem indudup. bu[ nor lunikA iR wry aspens Of the ram., menhoth, mchniquR ealuma'a ad CONTRACTOR and safery ty be employer by prmuhan od prcgrana Incident thercm, or 41.2.2. other ddq imdsrdetray griniau all information contained in such r'ya'ts or shown or indicated in each donvq , or 4.223, wy CONTRACTOR immpmmlma of a cmclusiwn drown Gan an, 'kcheind dam' or yy such don, i rrove itiom, oparur or infmman . o 4.23. None of D4%ring Subsofmo or P/9Meaf ComB'Goiv: If CONTRACTOR believes that any aulnmfce,m calcodilim at or . cmtiguotor the site Nesumaw arevoildcitlar. 41.3.1. is of such ..tone as to esmbiiah that an, 'admiral dam' on which CONTRACTOR u emithd to rely u providedin mm®v has 4.2.1 and 4.2.2 u materially inacan te, a 4.2.3.2. is a sonde . astwe . to requlm it ch,mg, in the Contract Doo mmm, or 423.3thtfars remai.11y fan that shown or 6 e1CUCOtlNOtALCOH01T018191ae(19909thim1 W att OFtORTCOLWISMCOMG1T10I6 dtbY9/r W% mdlcWed in the Contract Dedwenta: or 4.23.4. is of ea un 1 matron, and differs materially &am condition adanrdy emuwlmed and gnemll, rccoyumd as inhcrtnl in work of the eh.redm provided for in the Con nact Docmomm'. than CONTRACTOR shall, panplli immedimely after bxoniep .wart thereof end bcfae f ether disturbing conditions aPmtd thereby a performing any Work in asuaction thnnvidr except in ea cornmay .a panted by Nreg.. 63). ratify OWNER ed ENGINEER wnmp about ach condition. CONTRACTOR doll mat fuller dimurb auch notation. a p.rfmn mry Work to <rannoula n therewith (caapt ae efinemd) antll noW of wmamorder rode to. 4.14. EAUNEERS Review. ENGINEER will promptly review the mttiram mndHmn, determine the me ssdyed OWNERsobainfigaddldural cxploretionor was with rmpecd therdo and advise OWNER in writing tth . espy to CONTRACTOR) of ENGINRRRk 'ups and! conclusions. 4.2.5, Povible CmYract Doemruds Change: If ENGINEER caehdm Hot . chstpe In nee Commd De ormesurequitedmaread[ ofue 4,Z thvt meets aChwa no�r mac cticc r . Ch s in Order wi 4.2.3, a mlak d Din Arti a s Clasp. Orden will c ant he cowl a m Article ch to raRxt all document the arvqumaaafauch dmtpe. 42.6. Peasant Price and late AquAxM: An intuitable .djum mete in the Contract Prim a in the Contract Times. in both, will be allowed to We eximt that the exi mac of arch wa.vmd m ..led wdition muses me v monto or deacam m CONTRACTOR's sot of. or time notuined faperfam.nce oC the Wank; abject, however, to the following: 4.26.1. arch mndifon mum matany aces more of the eategorito described in pamgmplas 42.3.1 the 42.3.4. inchmivc. 4262. . change in the Centered tmmm purwant in paragraph 4.2.5 will roe be an autommic eattairmalion of ter a tradition precedml W odHemem to wY arch djuslmmS 426.3, with rtsmd to Wait tint is mid fur m a abut Prim E%ms. any d3uarrem to Coronet Prim will be auhlea b d. powinions of paralaa& 9.10 ell I1.9. and 4.2.6.4. CONTRACTOR mtall nth be minted to any djummem m Oa Cmtrad Price or Times if, 4.2.64.1. CONTRACTOR l.ew of the exulma of arch cmditiam .1 the time CONTRACTOR made a final canmidnml to OWNER in rasped of Contend Prue rand Crowd Times by the wbasui ion of a bid a bemmitg bound under a f,.i..d convect; . 41642. the asmseae of och comition cauId nimbly have been ducavaed or ..iM as a malt of any .nation. hweat(gatima avlanion. ma or study of the site and comiguos urea myuimd by me Bit Req., mess. Common Dc mmenms to be caMuHal by or for CONTRACTOR prim m CONTRACTOR. mekin, swim fmd eommiMeN. m 426A.3. CONTRACTOR teiled m give the written mine within the time and asralu.d by Wm®aph 43.3. If OWNER and CONTRACTOR me unabk to ewft an aaidcmmrt to . as to, me anent., or length of ury such edaabh. 4ummem in the Cmvacr Rme . Coined Tas , .dome may be made therefor as provided in Anions ll aM li Hosse., OWNER, ENGINEER.,.[ ENGINEER'. Camrltams shall as he IuNe to CONTRACTOR for arty ci.i., cant; ksma or damages aeattio d by CONTRACTOR m m N aemmlion with.ay shier prgat a until FlamA poja[ t3. MdWml Condtlmns—UnAergrounAFamlGrim: 43,L Sboxuorindeted: Tleardi mmion.addat. abown or indicated in the Cement Mciamn s with respect w aau" UndaryrouM Fncihtma at orcnatipous m the men is bated a infama an and data famished to OWNER or ENGINEER by the owners of mesh UndergmuM Facilities or by others, Unl.0 it is omcrwim expressly provided in the S.Mlememmry Codinoav, 4.3.1.1. OWNER aM ENGINEER shall not be �ppm��bk fa the acoecy a completeness deny mc1 .-ft.6. or dm., mil 4.3.12, The oaa doll of the fellowirg will Its, Mailed in the Caama Rim and CONTRACTOR shall have full respomibiliy fa: (i) eviewvg and eheckinge0 wits udanmazian end dma. (u) Icoatug xg UrxlenamndF.cilitimdunvn n irdi®red N me Cah the owners ma(. madimUa st the Wok wine the owns. of wan Underground b'eciliand ,dins . or alltion, snit r oanx safety and .amliom of all ,,, Vndvrg and i becmirb im y provided m peragenglin. a repeirirg any .mega mlmrmorewllag from the Work. 4.32. Nor Sim. or Tna&aed. If an Underground Fealty is amoverd or r.. d at or on Sp. to the Sim wilds was not down or iralicmal in the Cone. Dacmnmma CONTRACTOR shell, pramgly bvmediately efler becmnirg awe. thereof oM be me further distabirg cmdiaotn aQected memby . ferfamiiig arty Work in mmalio thacwith(ct.pt d m ea emergmry m ea by paragephb23). idmtiy the owner M such Lhxk ramd Fmility and RICOCtI@m9tN.IXIWRT101819108(19➢06dlim) M O iY OF FMi LO W.IIb MCOIPIGSIOr6 p[LY 4R0 W I give winner, rots" to that owner aM to OWNER and INGINEBR ENGINEER will promptly .view the UndntIDor.1 Faalhy and determine the ede4 if any, m whWt a shag, is ma,umsd in the Cetra0. Dmamems w.0. eM domunad the maxryencea of the euaenm of the Und..M b'm 1m, If to wch be.Em dan'nstmm in IsaNlm of the ('meet t thin thw arc annbuable m me exaaemeelany Lindenn}eaWly Vet was not sli. a indicatd a e Cnotraa D.xvmmts and that CONTRACTOR did W know doml mold mnavemtinrpk4 LL VWNIllLt or thl[fAl:l UK are th d inagreesash on etid an i Co the amam[. lagth a' amry wch a 0-RAC nt in may ma l Rice . Comfor Tnnea CO '&ACTOR may makeo claim OWNER, yd ENGINEER in Articles 11 ead 12. Nevear, OWNER, ENGINEER and ENGINEER', any -loans. be liable m COMRACmdfar any cmdnb anent RAC a damegm lammed o a aoaimd by CONTRACTOR on pr ja camade wroth anY dlrs Flmlea m amicipatW pojrA Refemn. Penna. 44. OWNER dell pmidc enIme mirg surveys m edabliah rof== polms r. camanstion which in ENGINEER'S judgment on, namseary to amble CONTRACTOR to lmmed with the Work. CONTRACTOR afmE be r.*,We ra lovka out des a Imt or destroyed or requires Mo mica because of necessary Charges m food.. loamios, eM doll be mammble for the ocavam MLiss cam[ ov Wootton of such refermm points by professionally gnsliEd perwmd, t5. telsoo., PCBs, Petroleum, NayVdour Waite or Radimdive Material: 4.5.1. OWNER slmR a mapmsible fro say Asbestas FlCEa Petroleum, Nnembu. Waste . Radioactive tvlutaial urcaaed mrevmled at the site which woa not shown a indicted in Dewmyn or S)xci0catbm . idemilim in the Camara Dmcummm to be within the sop of the Wail, end hich they armor a substantial dmga to pe. or p;p mho q mytmd them . in cmaamn with the Work at uk. OWNER shall .1 he mapomible f. any sw:h materials brought to the site by CONTRACTOR, Subcomomaa Suu{p��Ion a,anyoe elm 0a whmm CONTRACTOR is rcponible. l :7 s 13:1-34MIer�ewry+t�Fmmh�Pdtin4-wrNlen-neNoe 0 Flue RsdeeWw'e#4aNaiel-nrawmarl aaeveaedetahetiee 8K'DI:Oin9lALOORD1110t419108f199J6&MI W �tV OF FO0.T W WINbCONIG1T10A9 (R6NdA0Wl 0 Parformoace, Psymeneandoole rpeumv. 5.1. CONTRACTOR shoU Tumide R pyment sl all OONTRACTOM ob iou under Ne Commm Doamew. SMae Beak sea r=m I. effect at last urol arm year ether dm date when fuel ppeeymel beoenm due, crept w provided alxrtvise byy l.nws a Rseulmism or by the Comm Osuarems, are nemul a due Cedifmkes of al Boa@ aM as Iuaiahed in Slap Burou of sm egem must 5.2. If the suety on any Bond famished by CONTRACTOR is declared a himcrupt or becomes insolvent a im right to do business is terminated in a, stale where any pmt of trc Pmjat is located a it ..to racer the roquuemcnn of pamlVapls 5.1, CONTRACTOR shall within ten days therager subatiNm another Bond and mu<ty, both ofwhich most be..pmble to OWNER ". Ilemwd Arse. sued Imamvs; CsrdfluTrea of ImdY amov, 5.3.1. All Hods and inwmnce moused by Jae Contract DocmnenM to be purchased and maimamed by OWNER o CONTRACTOR seed ne ohmandl fromsurety a hisnmea empmess that ere duly Iicesed a eudorited in thejunaiietion in whi la the Project is located to issue fiords or irmnmice policaes falheli.u,mdcevea8amreyuired S'uchsun% and inew. canpai seal also mint such mUtioal requbemenls and quaificatios m may he provided inter Supplvocntary Coed ucas, COA RAMR. Liability Itnurnt : 5.4. CONTRACTOR shall puscaae end meimain such Mat, end other umunrrce es a nppryamtc [a the Wmk hirlg performed Md fmmaMd end es w1II provide frotecY. Gom derma at forth below which meY luia eW of or ms It fran CONTRACTOR'S ormnnca and famishing of die Work and CONT TORT dher obhgmfam under the CMunct Documellte, wladar it is to be P fbaa d w farnuhd by CONTRACTOR any Subc.uadm or Supplier, . by My. d reedy m mdirallyy mmp[,M by arty of than to Perform ce famish My M. Work.. by anyone fen whose ecm My of them may ed ]iable: 5.4.1. .nouns under wurkera' .mpeamlioN d,.bibty beMfm.W other slender empt,. bemfltacm, 5.42. deans for dmm.ges Iona.. of hoAly injury, o.Masai sidmm iaese, or da teeth of CONI'RACI'OR's employees. 5.43. cleans for demegc be. of bodily injury, sieklan or diuem, or death f.ay Pelson odor tlm, CONTRACfOR's employe.: 544,-olaime-for-dsamge -soured- hy-.pmnmy imlir�emplgmamaf nhpnsasrb} e9wo reeMrt 5AA0. include cmdmatual liability I. coveriry CONTRACTORRb Ndemmty obhml6. under pemga*612.6.16 and 631 thnmpJl 33. 5 411..=.. Terovisim or mdm . fleet daa .vemge afarded will tat be .meal malooally duaypd m «mw.1 refund umil at ImI=days Rlor wntwo notice has been given 1. 0 Md CONTRACTOR and to eah other edditi.W awa s] identified in he Supplemanary Candillem to whmo . rerffewe of unlvvm, has been i..W (wad dot owtifleates of itvunme fioshed by the CONTRACTOR pumuam to pnglaph 5.3.2 will so provide); 5A.12. remain W effect at leap mad foul payment and stall times thera.R when CONTRACTOR may be wrastio, ,removal¢ or r�pleamg da*IAa work is en;mdeme with p*mgmph 1s 12; seat 5.4,13, with respect to completed oramtiom awrams, and am itwran. ...Is wrine.. a clevns-made b., room. m eM.t t. a least two yeast.be Ivan p0Meot (end CONTRACTOR doll furnish OWNER ead Cash al., eddntloMl asesd identifeci in dot S.pplem.st y Coodidens to when a osniGcatc of iM. has born issued evidence mtisfacrory to OWNER and My inch a"ti"I ,.a.md M eaminlmtmn of arch imumnce at Grel peYmere and Irma yenr thermM). OgTR.R'a L(abtlhylaawaace 5.4.5, slams fa damages dar dmn to the Work . 5.5. In addition va insurance rm ni w he pmvidxd Rnit ban. of injs% to or demuaion of tangible by CONTRACTOR under IMm®aph 5 A. OWNER at property wherever hated including loos of age OWNER. apu.m may Ruehase and maintain m =dung therefran: and OWNER's aspense OWNER'S awn liabiliry'vaumna as will Rmet OWNER claims which may arise Rom 5.46, cl.i s Tor do.alaw be.usedbodily injury er deathofarty Fmr or Rapartydwogearmingoutof the ownnah* emunosewe a of My motor vehicle. The Nhein d insuMae so rewimd by this pmagmph 5.4 to be pmchawd find meimamed shall 54 7. with eegwd to imavana mrya«I pasgmpha 5.43 tlaough 5.4.6 ulclasa �L lode as additaMl uwurns (subject to airy cmp.mery saclusim in respect or profmimml Bali%,ry OWNER ENGINEER. FNOWS&R'a m theSo,lend nly.thmpam.ea or.f.ho alui6d li the as addjnamary ezedCorsil,%iarsa all afwhdn age be lined esefi i, d. soul and mdudecove.¢fen the respective olbcem erd avpiayees of ell such ddlSorel wmeds. 5.4.8. alclode the spacifa .vasmg end be,wnuan far not lam 1Mn the limits of Imbi ay Rav'vded ea the SuWlmna"y Coadition or Iatuad by Laws or Ragulaboa , whshwo, s greater. 54.9. imlude compldedoPemfi.siraumme a,ac or MIT wtm.M tYt Imw (RIiN w/l]TYO! FOKT W WJIaiM�MGT10NSdWY4R.N) opeaukais urdar the Como D.ummts Pnyney lnwrvnee: .6,— KMswim-'ovooct m-tho- ,IemanNry 6onti4orer—PWN6R-slmll PurcMse- and nmireain nano. �-0w-fir0..00eammt-wp tllereaf (sa41 l-ro-awh ddldiNaumal . ras--us.. mxY. M R.widal--h_dw SuppivnemMY' (:omYdnw-w--ray W and -6y--Laws-uml Repdariern}-Thu-ilwulalaaal,aur S61aat.....r,..o-�dnrwta—of�3lVN6R ENCWE Ra-s�W�aaa-aw-�rr.> wak'n idenifed. un the samlwotmary Gau]0.. eaehof whwn-isdenaedao haveanawwnbk 'reereW MdWull.Lw4idwl nsxaaaurd era-xdditsvmlircwad: written on -a daildNa Risk 'all-ri IC' u d by Mwemfnagrrey-IM-Uw--epv�-o�a.r^^rr.s^se-er,-fn - kaerd the lolllengu-rLsfire, l,,htnNF.ateMekd 0