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BID - 6115 RESOURCE RECOVERY FARM OUTLET PIPE
City of ort Collins Purchasing ADDENDUM No 1 SPECIFICATIONS AND CONTRACT DOCUMENTS Description of Bid 6115 Resource Recovery Farm Outlet Pipe OPENING DATE 3 00 P M (Our Clock) October 17 2008 Financial Services Purchasing Division 215 N Mason St 2n° Floor PO Box 580 Fort Collins CO 80522 970 221 6775 970 221 6707 /cgov corn/purchasing To all prospective bidders under the specifications and contract documents described above the following changes are hereby made CHANGE The Bid Opening Date has been changed to 3 00 P M (Our Clock) October 17, 2008 CLARIFICATION The pipe material for the existing 21 inch sanitary sewer is Techite which is a wound fiberglass cement pipe product that is no longer manufactured A plan for supporting the sanitary sewer will need to be reviewed and approved by both the City engineer and Boxelder Sanitation District The District has also stipulated the following • The sewer carries an average daily flow of 1400 gpm • The sewer will need to remain operational throughout the project • The pipe is to remain Intact and may not be cut and replaced with PVC or other pipe materials • The trench width shall be kept as narrow as possible in the vicinity of the sanitary sewer to minimize the length of sanitary sewer to be supported • The 24 inch RCP siphon will be backfilled with CDOT # 67 bedding material to an elevation 6 inches below the sanitary sewer The sewer will be encased in squeegee sand to an elevation 30 inches above the sewer pipe Above the squeegee sand the trench shall be backfilled per Specification Section 02320 — Trench Excavation and Backflll and • The District will camera the pipe both before and after construction to document the condition of the sewer before and after construction 2 Staging and stockpile areas are to be located in the grass open area directly west of the upstream end of the proposed 24 inch RCP The revegetation and erosion control for these areas should be accounted for In the revised Bid Schedule shown below Two potholes were dug on Tuesday October 7th by CTL Thompson the City s geotechnical consultant The holes were at Station 5+00 Station 2+00 and at Station 0+50 along the pipe alignment The results of the test pit excavation are included with this addendum SECTION 00100 INSTRUCTIONS TO BIDDERS damaycs trill mclude but not be limited to all Lasts of repair Or replacement of work of others destroyed or thnmagd b} comr.nort n.mmal or r lilac merit of ( ONI RA( IORa de/zany Work ( ON FRA( I OR hall not he illow d an ea renon of th Contract Tar s for Milestones) because of any del q in performance nl the \1 ork attributable to the escrcnse by OWNER of OW-NERs rights and rtmtdn.s It T under %RTICLE I.t P \k'%IE.NTS TO CON"rRACTOR AND COMPLETION Ctgedule of I aloes la 1 The schedule of values established as provided in pmugriph _ O will xn t as the 6usn for progr ss puymmts and will be mo irporated trio a form Of \ppintatnon far Pavnt in acwptable to ENGINEER Progress pm in nts on account of Unit Price Work will he bused on the number ul unnis completed 41lilm nonfar Vt%grew Val (tent 14- V least twcmt days Mom the date tstablishocl tar rneh progr >c liniment (but not mor ottcn than Once t month) CON rRACTOR shall suborn to ENGLNLLR for ieview an \ppluaniou tar Pntmenr tilled owl and sign of by ( ONi RA("I OR cot ring th, W ark tmnpl tad as of the slate of the \pplicnnoan and aaompamed by mh suppornrg dtximi matronotirm as is required by the CI Documents If ptivment is ratuened on the basis of materials and equipment mot Incorporated an the Work but delivered and suitably stored at the site ,x at another location agreed W to wntmS, the Application for Payment shall also he a eompamed by a hill of sale, im orec or 1d1er dowmentmim warranting that OWNER has r c nod the n a crat is and gmpm rot free and elenr at all I I as and evidanive that the mstennh anf qutpmtnt ire covered by appropnatc property insurance and other anang Items to protel OW'NERs mil thereat all of which will he satuhictory to OW" UE - Th, mnoum of retalm\ee with respect to progress payments will bo as sttpulated of the fu Agreement Am mes that are withheld by the OWNER shall not be suhieor to suhsmutiom bs the CONTRAC TOR with securities or env urrungemrnls Involving an escrow Or t_v_studianchip_ Ry esxuung th., Apphaaton tor s�aymnt tarot the ( ON rRAC TOR expressly waives his right to the herstits of(uIxa4q Rwtg.d Stamto`,ccuon 14 if till et sett ( ONTR ICTOR s e armnti of Rtle 143 C OiNTRACTOR warrnts and yum int cs that this to of Wore, materials ind Aftitrttn t catered h1 any \pphcation for Ptvment whether moorprated in the Project or nit will pass W OWNER no later than the time of payment Gm avid 1 ar 1 ell t i n Rea lea of Ipptreaaoncfar Progrew f stoniest 144 FNl INFER will within in days alter receipt if nth \pph art an I r Pavm tit aher Indicate in writing a FR CFI'FRV t0I4174 OON}I"aA(I"IFN i w CIWOFF RTC' LLINSMCDTRCAUONS'UE 4200it rccommtndalmn of payment and present the Apphcaition to OWNhRL or return the \pplicumn to ( ON I R\C I OR Indicating in writing FN( h,F FRs rcasuns for r fusion. to rewmmend payment In th. lancr case ( ON I RA( rf)R mat mak the m.clssary corrections and rosubimt ill \pphcaum Tom days after presenuninn Of the \ppbcauon for Payment to O)ANIM with Mt MERs or commendato the amount recommendal will (subjn.I to the provisions of the list sentence it ptm,imph 14 71 became due and when due will be road by OWNER to ( ONTR.\(TOR )4, hN( INFER% ro.ommendaunn of in, payment requested in an Apphcauun for Payment will canstnute a r-prescnutwn by FNUINFFR to OWNER thud on EN GLNEERs on sir obervatiorts of th, -secuted 1%Out, as an vsperitmtd rod qushl ied d signs professional station LNL.INCCR% review of the Application tot Ps}ntent and Ili icuumpany mg dam and sub"Il l s, did to the best 1 LNGLN=R knowledge Intannauan and belief 14 1 the Will, has progressed to the point Indicated. 14 s the quaht} of the Work is gencmlly in scctxdanc,, with the ( mtmct (locum ens Isubltor to an -vnitumm of in Work is a Conch ming whole poor to tit upon Substantial ( ompknon to th, r sults of arty subwqumt tests Tilled for in th ( ontrict Daum iris to a land dlermmauon of quannnos and olassih(ations tar I nit PrILC 41 Ork under parap{uph o tot end to any other qualtfhautms stated m the recomm ndanm) and 1413 1111. comlatuns precedent to ( ON I R A( I OR s tieing entitled to such per} meat Appeal to have been fulfilled utsofiti as it is IN( INFIRstespwnsihihty to ohsmeth Work Il wvcver by rcommnding any such liniment 1'NGIVLLR will not thereby be deemed to hat r prosened that (i)e<hausuve or o.onimuuus onxn N,pe,.tions hive ho en mite to check the punhtn or the quantity a the Work bvand the ieaponabiliries speeilieally assignvd to L\C NLLR in the ( oritnct Du umenos or (u) that there may not be other madera or issues hentcen the parties that mot entilk C ONI1vA(. tOR to be pad additionally by OW NI3K or mottle OWNER to withhold payment to I. ON I R V FOR 146 1 N( INFFRs retxamm aviation of am paym in, aitludinig final payment, shall not mean that LNGTNCCR Is r spnreibit for CONTRACTCIRs in sits in thoiL to hniques sequences cr plat darts Of vOodFuttna. or Ili sal tt pircautims and proarams mcwent ftreto. or for ^ failure of ( ONTRVCTOR to cunph with Laws and Regulations apphtable to ile fumtshmp, ox performance of Wore or for any G lure of ( O%TR.V I OR t ) pork tin or fur h to d in accordance a nth the C tmtrucl Documents 147 F N(d Nh F R may r fist lO r tom mend the whol ar an} pan of viv pxnment it in kNLiINF ER Oporto, it would le tmOnc t to m il.e rho r pr<sematiogis t, OWNER referred to In paragraph 141 LNG INTER may also rohsse to re,,ornmend any such payment rr hecau a of su witticntly discovered evudeme or th results of subncquent Inspections or tcscc nullify any such payment peviously recommended to such %ant is Into, be necessary in FTCNFI-Rs opuuon to proteu OWNF"R from lass because 1471 the W xk is defe nor it completed W ork has beendamagedrequwmgcame tionorreplacement 1472 the Contract Rice has been reduced by Written \mendmentw( hang,Ordcr 147 OWNER has been required to correct ckfecrna Work or complete Work in accevdance with paragraph 13 14 or 1474 ENUNEER hub actual knowl-cly of the excurrerce of my Lt the everts enumerated in 1»ragmphs I<< 1 through I G_ 4 imtusn e OWNER may refuse to make, pnmem of the lull amount recommended by ENGINEER because 147 Llamas hae been mad, agaimst )WNA on account of ( ON I R A( 1 OR s perfotntnn a or tumushtry of the Work 1476 Lt ns have hen fit d in conin onon with the Wcvk t,�apt wh ve ( ON fRA( roR has d Iry rd a speLific Bond emelactr) to OWNER to seethe the satibfaeuon and discharge i t such Liens 1477 there arc, uth,T n,ms cnhUIny UIMiLR W a set off Against the amcum recommended or 1478 OWNER has actual knowlcdGe of flit occurr no of any of th nuts numcrnt If in paragraphs 14 7) through 14 7 1 m paragraphs I s I through 11 14 uiclusive but OWNER muse give IO\TRACTOR Immediate wan n mint, (with 9 copy to ENGINEER) stating th reasons for such Tclton and prompt)v pay ( ONTRACTOR the amount w wuhhel,, or any adjustmcrt thereto agT«d w by OWNER aml CONTRACTOR ohm (ONIRACIOR orrecs to OWNIiRs satisfaction the reasons for such action Subvanrral ( nngrlehrnt 148 When CONTR \'TOR consders the ..raw Work ready for its Intended use CONTR\C TOR shall rashCy OWNER and E\GLNEER inwrihnb that the nmc Wick IS suhvtanhaty Lmnplete (cxi.epf tm hems sprat, Illy listed by CONTRACTOR ab tneumplete) and request Chit LNUINEER Issue a certificate of SutsUamral Completion Within a reawnahle time ihercaft r OWNF6 CONTRAI TUR and ENUCN-EEt shall make an Inspection nF the Work to cat mame th, status of c,omplenm If I N( INFER does not consider th, Work suhstammlly complete FNUINhM will notin, (ON IR4( IOR in wTrtmg gwung th rcas th r for It ENGINEER $I FaCDC L F A %L k ON"TIOM 19104 1199e F soap TN C F FURT NLLI�S MLDIFldAM4S tREli J�ora)t corroders the Work sibstanttally omplete LNUNEER will prepare and delner to OW NFR a teramne certificate of Substantial ( ompl won winch shall fix th dint, of Subnannal ( ompl won I here shall he attached t) the c,Mlicat, a temativ, lest of it ins to be uwnpletcd or corrected Ixlore firnll pay merit OWNER shall carve seven days suer rnelpt of the tentative certificate durtrtg whuLh to make written abjection to FNUINFFR as m any provisions if the ,erti or atached ha If sfler considering such obectoss ENGINEER mrcludes that the Work fib net ubstammlly complete ENUFNL R will within fourteen days after subnuaval of the tentative arthficatc no OWNER nou1N ( ON F RA( [OR in wntiny staling die reasons theretur ll alter cdasadcmhun of k A%NFRs objections. NAM INFER considers the Work substanhilly comfit te. ENGINEER wdl within sad t hurt, n dines x cute and deli T to Okk NFR and CONTIL\CTOR t definitive certificate of Substavtual Cointletim (with a rvtbedt tentative list of dents to be completed ur corrected) refleUmgg suLh chart es from the remIN ain, LertihrnA as ENGEER believes pestih d nft,r consideration of any objections from OWNER AI the tame of delivery of the umamne ceruficow of Substantial rompletion ENULNTER will deliver to OWNER and ( O\ 1 RA( 1 OR a wnmen mcommendnuon as to drvision of respnvubihtiev pLnkhng final paym nt Ixtwc n OWNER and ( ON RA( 10R wth respect to ce unty, nprstioa ssfety mmra name heat utilities irtsumnc Ind wsrmmres and guarantees 1 pleas OWNER snd CONTRACTOR agl v otherwise in writing rind ci intern FNl INFER tat writing pOr to FNUINF}Ns hsiwng th definitive ettifmve of Sulstmual Comppleuon fR.UINLTRa aloresatd recommendation will he baalarp, in OWNER and( ONTRACTOR unto final pmment 141) OW NFR shall have the right to exclude ( ONTRACTOR from hlie Work after the date of Sututsntial Completion, but OWNI h shall allovd CO\TRACTOR r asonabh- Ta s to VMpl t Lr Carr ct it an, on the tentative hit Partial ( hh,nhn2 1410 Ua by OWNER ri OWNERs option of any subslamhaliv completed Iran of the Work which ti) has spu.Iftcally, oxen Identified in the COrinict Documents, or (u)OWNFjf, I3%GCTfR and CONTRACTOR afae Wrsntutes a sepurateh functioning and usable part of the \Iv rk that can tic used by OW%Pk for its intended pmpnse without agnthesm imerterence with (ON IRA( FOR performance at lhk rcmander of th. Work any be nccvnpbshed pricy to Subsmmml ( ampl ntmot ill di Wdrksuhl mtnthc tollowmg 14 IU 1 OWNER at inn tam mat rcqu st (t )NTR\CTOR m wnlnry, to yxrmn OW'NCR w use tiny it h part of the Work which OW NLR believes to be ready for its intended use and subslanualh a mplete I I C ON I RACI OR agrees that vch ynn f (he Work is mAbdannall) cwnpldc, (.OV"TRACTOR will refy to OWNI R anal FM IN1 I R that such inn of the Work is wbstanaally domplete and request Fxk INFFh to issu n certificate of Substannual i ompl non fir that pan of th Work CONTRAC TOR at any time may nutifv OWNER amp HNC INbFR in wnting tbat ( ONTR1( I Ok cnaders am such part at Ili Work rxtdy for its ua ruled use and ailmu m ,Ih. comp) I, and request RM NH R to Issue a c,nificia. of Substantial Compl tion for that Pan of -the W ark Within a reasonable time m0er either such request OWNER ( ONTR\CTOR and H'l( INFbR shall make in inspection of that part at the Work to detennme its smma of completion If INGINCCR does net consider that pan of the Wark to be sulismrinally complete ENGINELR wdl notrh OWNER and CONTRACTOR in xnurg grvurg the masonethemfor IFNGINHFRLonsidersthatpanof the Work to be subst adally complete the provumm of paragraphs 148 and 149 w dl apply n ith respst to unification of Submittal completton of that part of the Work and the division of responstmlay, in raper thereof and access therein 14 Ili- No occupancy or separite ore tium of pin of the WrnM1, "ill be accomplished prim to comphancc xmlh the requirements of paragraph S 1, in respect at property insumn'64 Irnal lnrpecaan 14 11 Upon watt m non a tram ( ON I R \( I OR that the entire Work or in agreed portion th r of is corgi LTGNCCR will mike I final tnsxaion with O\VVCR mid CONTRACTOR and will notify CONTRACTOR in wnung of all Innwular tit xhtch this mspction ieteals that thr Wcxl Is incomplete a defective (O\TR\CI OR shall Immediately tale such measures as are nec.,sary to wmpdete such work or mrmdv such deficiencies final 1pplicnnnn fir Patment 141 After (ONII A('I OR has completed all such wrr chom to th, satisfaction c t ENCINEER and d liver d in ucordance with the ( nntract Oocummis all mimtename and operating mstruwons schedules guarani Roads urtitimtes or other videme of maimince required by paragraph 5 4 oertificatct of Inspection, markdup record doum nts (as provided in parigraph619) and ohs documents ( ONfIL\CTOR may make application t v Coal payment following the prmedhrte Cor prc>krees pmmenm The fiat Applioutinfor I'mmem shall be awompamed (e<cept is previously delivered) b) (t)all locum oration caltcd for in the ( ontraa Documents, meluding but net limited to the c'vdenc o1 msurinei. ruquir it In subparagraph 14 11 (u) anent of the surety if Inc, to fmal panvtnt Ind (III) ompletc and legally etrean releases or wtivcrs (satisfactory W OW'NTR) of all Gems unsung out of car tiled In conmetion with the Work In hers of uch releases ox wavers of Ltem and is npproted be OW'\TR, CONTRACTOR may famish receipts or rel aces in full and atlidacn of CONTRACTOR that (i) the mlesaes and mi�elpis nclude all labor son ices. material rid equipment fir which a Lien could be filed, aril (Mall palialls, material ind gmpm tit bills and ithcr mdchtedmcs connected with ohs. Work h r which MVNFR or oW\Fks property might in any was be responsible have been pad x cxhxwma. saheb d Him) Subeontm for or tiupph r ImI to furnish such a release or receipt in Cull ( 0A1 RA( I OR may tumid! a Nmd or other collateral ausfactory to OWNFR to mekmmly O\VNFk against any I ion. Releases or wmvcm of hams and the consent of thL aumty to fmaliz ta5mcnt me to be submitted on tormt conforma_tgto the Remit tit the OW-NTR S standard fcvms bound in the Prof a initial Final Paymenrand tei.epiame I f [I If on the basis of LTNGIl IEERs ohmervwon o1 die Work durirp, c.onetivaun and final impechon and I N( INFER s review of the Imal Appinc'uMn for payment Ind ac ompa n ual, duraunemalwn as requued by die (nntract Documents. H.N(INH PR is satshed 9M the Wort, has be n wmpl icd mid CONTRACTORS other obligations under the ( onluad 17snaunurm have Iw n muddled. ENGDJELR will within tat days after receipt 1 the food \pphcatnon for Payment uidicat, in writing CNGN=s recommendation of Imyinent Ind prosent the \pphcation to CRINER tar payment f the dim time I'M NTR will also give written itteact to O\VNLR Ind CONTRACTOR that tfn Work is acceptable subject to the provuruns of paragraph 141 Otherwise FN( NFFk will return the \pptication m ( ONTR4r rOR indicating in wnlmg the reasons for refusing a recommend final paymet in which rase i OVI RA( TOR shall make dIe mccssary eomemom and resubmit the t\pplicautxt Thaw days alter piesenmuon to OIVVER of Ili \gpbcationt and a canpammg documnmtion in rppiopria limn and subsmmc and with FNCNEERs recomuundmun and notice of ac. pmbiln} tho amount mwmmenikd by ENGrVIR nil became due and xdl be paid In OWNTR to CONTRACTOR subject to wirm_ranh 176' of these t Mini ( onditiom 1414 It imrrngh no fault of ( ONrRA( fOlt, final wmplction of th Work is Ieaidicant15 dclascd and it HN( INI HR so orations. OWNER shall upon receipt of CONTRACTORS find ApplImiton feu Payment mtd recommemdauon of ENuNLER. and without termnnatmE the Agreement make paymcm of the balam, due fix that portion of the Work tills completed and ace pied It the remamrnt, balance to be held by (1WNER Icy Work not fully completed or eorimled is less than the retamax6c stipulated in the Agreement, and it Dnods hate been furnished as tequlrod in pan igmph s I the written consent of the surety to the pa)"ctit of the Iwlarm, due for that portion of the Work NI Iv completed and ru-oepted shall be submitted by ( ONT RAC IOR to HNUINl FR with th 1pphcattoa for such payment )u h payment shall be mad under the terms and ondamm gov rung final Payment a�pt tint it shall net constitute I waiver of claims If at tT of Claims )4 f5 I he makme aadacdxptaaLe tfiral pilm at vdl ciniatole 14 IS 1 a trmvar of ill shims by OWNER igainst (ON f ItA('I OR deep famms amnq from Milli it L tens from d olive Work nppcarn alkr FB iP SI<UVDt nOM1S 151t1S n590F Ynmi 31 w CIIYOFF KTCYUIt.SNCVI"CACIQM 6 4401nn hrwl inspcoon pursuant to paragraph 14 11 Gum failure In comply with the ( ormor t Documents or the semi; of my, spnaal guimam ci speclficd thereto Or from ( ON 1 RM IOR s continuing obligations under du Commi Doctan ras and 14 li \ waiver of all claims by CONTRACTOR aguret OWNhh eahLr than thane pmvawsly made in uritmg Ind 411d unsettled %RTICLE 15-SLrSPENSION OF \;ORK AND I h RNI N MON Off IVF R Val luspana tkork ICI )a 1ny tune used without cause OWndER may suspend the Work Or any portion thereof for i period of nut mom than ruery day; by nonce in wining t1 CONTRA( TOR and ENGRJ ER whteh will ire the date on whu,h Work mill be resumed. CONTRACTOR shall resume the Work rat the date vo heed ( ONTRACTOR shall he allowed an adjustment in the ( oral Pnox or 1n caumsion Of the ( correct C1m s or both death scribal to am such suspalsam 4 ( ON rkA( I OR makes an 1pproved c11um thoretor as prodded in \rtr lei I I and I O{Vv R 41ay Terminate 152 1 Ton the occurrence N any one or m(re of th following m efts I''' I it ( ON fR>l rok pier avently fads to pertorm the Work inaecurdance with the Contra t Documents (including but not limited to tidur to supply sulfimcnt skill it worker; or smlable maxims or qu(ptn re or failure to ndhre to the progress schedule cseahlrched under paragraph 9 as adjusted from time to time pursuant to pamg niph n 6) 1 __ it CONTRACTOR disrcgirds Liws r Regulations it anv public burly havirtgjunsdlctlon I1' 3 LI CONTRAC TOR disre4 % the authmlty of I NUINI ER or I s 4 it ( ON I R V( I OR rhermn a vnlates in tiny substantial way any proves sons of the ( ontract Documents OW'VLR mat tiler gnmg (ONF%\CTC)R (rid the wr ty If enp) sow a doss' term n Inahee amp to the toners p etmmed by Law% and Rel ul itions terminate the sena.es Of CONTRACTOR, eeclude COVTR,\CTOR from the site and take possessmn of the WOrk and of all (ONIR4([OR teal, spri.mocc intructin equipment and ma,hi r5 at the site And use flit same to thk lull CKIenr thev could he used by CONI RA( IOR (without liability to (ONI H4( IOR for trespass (11 smiverston) incorporate in the lbnd, ill marmals Ind .yuipment stored 1t the sae or for %huh OR'NFR has paid FJC1XC FVFRV ( tJN"T10YS 19104 DW0 F hL 1 3- 101YC F Fo RT COL(1\4 M(DMFl ATIlV (REV 400U)) (UNTRACTr tR but which are stored e1wehere and Imash the Work as OW`dhH may deem erpedlent In such "a% ( ONTH W I OR shall not he enintl d to r eerve my farther payment until the Work is fini It the unpaid balanc, of the Contract Prra \ eds all claims vats lows and dam rges sustained by OWNTR arisviy Out of or resulting from esanpletmg the \l ark such excess will be field to ( ON1 R V 1 OR I f such claims, crows, lasses and iomat,es exceed such unpaid balance CONTRA( TOR shall pat the chiTerence to OWNER Such claims, costs. 1 rs.es and damages mcuned by O W VER will be reviewed bs ENU[NBER as to ace reasonableness and when sa approved by F %( INhHR incorponted 1n a ( hang. ( hrler prosldnd that when eeerusuig any nghl, or remedies under this paragraph OWNI•R shall not h requirod to obtain du lowest price for the Work performed! 151 Where CONFM\CTORs services hlsc been x) I mumatel t5 OWNER the t mumilron add not aft .t my rights or remedies of OWNER akamst ( O'QTRA( TOR then +usting or mhnh mat ther ill r accrue Am retention or payment of mmess due CONTR ACTOR bs OWNER will not release ( ONTRA(.TOR it= habnhty 134 1 pon ses en dayN written notta to / ON I RAs I OR and PN( IVhPR OWNI h may w Ithout unuse Ind without pr judtce to nrry other right or remedy of OWNER, elect to terminate the Agreement In such 19,C CONTRACTOR shill h find (without duplrcaunn of any alms) I14 1 for o,ompleted and eocepiabl Work exe ui d in A6cordanee wah the Coitrict Documents prior In tho C1Tec4v dale of termmauon, meludmg fair and reasonahl sums for werhead and profit � iv,h Work 1 4' for eprnses sustained prior to the ell ohs date of t nnlnatmn in p>Lrfomimg servo es and furnishing I1bor materials or eluipment 1s required by the Contract Documents in ccmneetiom with unulmpleted Work plus paw and reasonable sums for ox erherd nod profit on such eeptns s 1544 fir all lames ,,Is, lasses and damages meurred in s Wemtmt Of terminated LOMMLas with Subcontractors. Suppliers and Others and 1 44 for reasonable egienses dwectls attnhutahle uo temmmatain ( ONTR \( TOR shill not he paid On 1,nore tit loss of mhupat d profits or revenue or other ewnom lc Ions arising out of or r sidling trom such time inahon ('OVTRtCTOR Vat Stop 114orkor Terminate I s It, though no a t(r fault of( ON f h AC] OR the Work is wspcnded for A period of mac than ninety day s by OWNER or under an Order of eoimt r Other puhll nnhonty or t N( INFhR tads R) act orb any Application tr I'aymtent within thirty days after it Is submitted or nW 1TR fad for thins fays to pav ( ONTRACfOR am sum Wally determined to be due that ( ONTRACTUR may upon even days written nonce to OWNFR and FN( INFFR and provld.d O W NI R or bN( 1`v FF R do not mmedv such suspension or failure within that time 0.rmucu th AVY ment and rccmcr from OWNER payment in the write tams is provided in pars "ph 1, J In lieu of Terminating die lgreement and without prejudice to sty other night or rein dy 1t FNUINFFR has faded to act on an Npphcnhon for N) mom within duty, lays after it is submitted or OIVNER has fatted for dirty days to pay ( ONTRV TOR my wit finally ddermmed to be due f ONPRACTOR may upon seven days written moucc to OXii NFR and Ps,( INFFR soopfi the Vkork until pavmem of all sudh amounts due CONIRACTOR including uaeesl th Term I he firm ismns at this paragraph i t arc not u s nl d to proclu k. CONIR.ICTOR from making clan under Arbcis ) I and 12 for an muattt, in ( arttract I ncc or Contract Times or Otherwise for expenses v dinnge ducctly inibutabl to MNTRACTOR s sopping W ork as permitted Iry this paragraph 1RTICI E 16—DISPUTF RFSOLUTION If Ind to the cotart that OW NPR and ( ON I R\( IOR hacc igredd on the maid and lirocedure for resoh mg disputes between them that may ansc under this }greem,na such input resolution methodl and pnedur 1t any shall be as %t forth 1n FxhnhitC C �1, I)ispuR Resuluuon Ngreement to be itmched hereto and made a part haeof If no su h agre merit on the method and procedure far resolving such disputes has been reached and subject to the provisions of paragraphs 0 to ) 1 I and 91_ OWNER and ( ON fRA( [Oh may exomm such nghts ur remedies as other may otherwise have under the ( ontract Dminh ate or by I am Or R gulio ins in rcgs ct of am dispute ARTICLE. 17—N SCELLANEOIIS Gang'Vohce 171 li hencver any, provision of the Contract I )Oeumaas rcquim th giving of wnttcn notice a will tic deemed to have been validly given 1t delivered 1n person to the fort dual )rto a m rah T of iht bum or N an olhu r of the corporation fa whom it is intended or if dlela aed it or sent by r gists d or c. rufi d and postag pri.pard to th last busmess iddress know n to the elver of the ndoe 172 ( onrpufahon ofTmre 17 _ I When any period of time is referred to in the ( ontract I)ocumenls b} dayN 1t d r11 be compared tit eti.lude the first and include the lag din of such proud It du Iasi day of and, such penod falls on a atuaday, or ',undty or on a day made a 1 gal holiday hs the law at the apph able jurisdiction such day will b, omitted from the con, p Cation TWEKCF V d ONDf l"i 191114119911 F Yin w CITY F FIRT CCUINS MCONICArIONS REa 47o Yes 17 _'_ A ^alendar day of twenty tour haum measured from midnight to the nee t midnight will corgaurt a day Nonce ofCla(nr 173 Should OWNFRor(O\IR)c( IORvllcrinlury or damage it) person or property leuause of am error vnuuon or act Of the other party or of any tf the other pany+s employees cr igems or others kr whose acts the other tarty is legally liable claan will be made in wntuff, to th other party within a reasonable time of the firs Observance of such injury or damage I he provmsicvn of thus paragraph 17 3 shall not he construed as a sub tit ate, lrn or a waver of the provisions of irty apphcabl, gitute of hmitationn orr p asc( umudahve Rwnednes 174 The duties and Obligations unposed by then ( eneml Conditions and the ri its aid[ remedies ii adable h nundi to If, ports s hereto and, m particular but without. limitation, the wentvaes guarantees and Obligations imposed upon CONTRACTOR by paragraphs 61 616 631) 631 632 131 131_ 13 la 1 a 3 and 1 S and all at the rights and remedies act olahie to OWNER and h'vIrINFFd2 thereunder ire in idiuon to and are not to he construed in any way as a [initiation of any rights and rem dui wadable to arty or all of them which we otherwise imposed or ivadible by Laws dT R, ulationn by npa,ial manna, or gal ant c it by other pow ruins of the ( Ontract DMUrreats and th prdn 1sr01r5 of this pv igmph will be as etrective is d repeated INCIfica y m the C ontraU Docum Tits in connection with eii.h particular duty ahhbinon right and remedy I o whleh flo,l apply Prufesmoraul Ibex and Corer Crash Included 17 W'hencha r t rani, is made to toms, vests oasei and damages a shall include. in wfi case but net be Initial to ill fees ind charges of engimers irchnrects dttorne}s and other proli.smorals and all court OT irbaranon or other dnpute lesofuhon casts I7o The Iaws of the Stale of(oltrado apply to this AarcemcnL kefacriic to two yahnxm Colorado statutes are as, fntlaws 176 1 _ r olorido Ri.viwd St3tutcit LC Rb Y 17 Toll require that ( oloriA) laftnr he employed to perform th,, li, oak to the d,Nu tt of n A Isgi than hit at L80 0) of etch lype or class of labor of the sovefd classifications of skill d and common lobar "ploy d in the project. Colorado labor means any person who is a bona I'd, rc5tdcnt of UW Stale of Colorido at the time of emplovmtank without dia(Comtmttionas to ncc cOIOT, good, ut,e, rel coon or x- 176'_ It. a ,,tram Is bled OWNPR 1.i regOwed _11 law (CRS 3Y _6 197d to a ithhold from all oa imenls to (Oyil24r IOR 9itrtaiclit funds to _)nave the pxomcnt iLil comb for labor, maf,si�dsytea_pt hum sustenance Inactions, Provender it other supplies used or i ijNMed by CONTRACTOR or _has subxvntrul ms N or about the ocrfonnan" of the Work Stah hinds must Iv withhold tmttl mid Maims have been mid m such e,laans as fled hay hecn vididrnwn. ouch pgmnnt or ulthilmwal to bL c%icl ad by tiling with OWNER a mcun in full or an ordr is wuhtkowal to wnang and m_mal h% the roam film% s b a Oaun tr brs duly 3uthonzed agents er ii=gns ' uwh hands shall not he uuhlidd longer than nmt} (tNt) days tollowutg the date lived for tutpl settletpent as published in a publi, newspaper m auordance with the rn of sort and ]is pentdens rsonces, atO shall retain .Wftu nt hurls to mew. the payment 11 �mmm ulu,h may result Pmmn the suit Fx Drt FVFx u.t tnTNnovs teios �tvw6 mai 34 wrcTry, F rlatT COLLM MIDtFICAnvNSdtE� 4PAIi (Tln page led bhiik a lead illy ) ur<x cFlvrx li <�Nninonc wi�s tl99aF �� eu W(TTYOFF RTC, LLINSMCVInCiTlu\S knA 7u1 3A FIO TCFNFI T( LLNTIOY9 M—A t-Nfi Heap w�l7N(FH RT COLLI\S N(DIFl ATit NS REV 4n will EXHIBIT GC -A to General Conditions of the Construction Contract Between OWNER and CONTRACTOR OtSPUTE RESOt MON AGREMENT OWNER rind CONURM TOR hereby agree that \rttcle 16 of the General lun.hums of the lonslrucuon ( ontmcr bnwecn O),NI R and (ON FR A( rOR in ?mended to include the tot lowing agreement of the parties IC 1 All claims, disputes and other matters in quesuon benw"n OWNFR and CON I R a('I OR arising not of or relitmg to the Contrict Documents or the breach thereof (except for claims which hate barn wave d by the makny, or uaeptan,e of final paymem as provided by paragraph 141i) will be decided by arbtrahon in accordance with the t'ommuctiem fis iry ,arbitration Rules of the American Arhdrabers Aixxeaonn then ublaumny subject to the limitations of the anwle t6 This ngretment so to arbitrate and anv other agreement nr exmtsent to atbatrat entered Into m aamilan, herewith as proided in this Article to vmll h specdicdly enforccahlt underthe j r,fuhrlg law of tiny ourt having lure di Won 16' No dtmnnd lot nrbaration of any claim dispute Of other matter that is requital to h ro6rr d to ENGINEER initially for dCCtai,n a acooxdarce with paragaph l I 1 will be made until the earlier of (a) the List ore vifuch 12,14oIVLER has rendered a written dectswn or (b) the th ray Grit day alter the parties have presented then ev den., to t N( IN FFR if a wrawn duasim has not been rendered by LNGIN16ER before that date No demand ILr arbitration of anv such claim dispute or ether matter will be rind, tat I than dart) days ifly the date on whwh FNOINFFR has ivndvnd a wracn decision in respect there it in accord ince with reii ii 9 I 1 and the failure to demand arbitration wa hm said ihrt} days pencil will result if LiVGINLLRs dectsam being Ind and binding upn OW\LR aril CONTRACTOR If LN(,LNEER renders i decision after arbitration proceedings have been mauled such decision may be entered as ev Attract but will tit supersede the arbitration procceduti except where the &kasion I aeceptahle to the parties,( nemed No demand for arbltmbon it any wntton &IISlnn of FNCIINFFR rcnh-red in accordance with paragraph o 10 rill be mad, liter than ten days in r Lim party making such demand has delivered Witten name of mention to appeal its provided in paragraph o 10 163 Nuhee c i the demand for arbitration w ill be filed in wrifm6 with the other part% to the Agreement and AM the Amen,an Arbamuun Asxx.tatmrc aml a eepy add be sent to ENGINEER for ullonnaGun The demand for arbitration will he made within the thirty day or ten-day period spmlfieJ In paragraph 16 - as applicable and in all xfmr cases within a reasomahle ume after the claim dispute t r other matu.r in question has insert, and in no cvem shall any such demand he made alter th, date wfa m institution of legal or quitable pro"ximp based on aueh,ldam dispute or other make in question would be haired by the -Ippltcable statute of Imitations 164 Gt,ept as provided in paragraph Ib S below an arhtmum rinsing out of car relating to the (ontra-t I)ocum rib shall mcludc by consolidation joinder or in airy other mann r any mhcr person or coat} (inludina ENGINEER, ENGINEERS (orsultmt and ti, oBurs, rhreclors, al ents, employees or ecrostdmnt of anv of them) who ,s not a pang to this uonuact unless 11, 4 1 the mciuston of such other person or emm 1% necessary of cumplale relief is to be afforded amom, those who are ifrosdy p mas to the arbitration, and loi_ such other person or cnnn is suhstanuaty involved in a question of law of [act whwh is,wlmon to those who are already panics to flit arbitration and whwhwdlins, msuchproc�dmgs, t(d 1643 the written consent of the other person or smite sought to Ix Included and of OWNER Ind ( ONTRLV TOR tuts been obtamud for such mwlusirn wha,h onsent shall make spxcihc tit rent to this pma6raph but no such corasenl shall constitute consent to arbitration of arm dispute not apeuhcativ descnbed in such consent or to arbitration with anv pane not spe,ifically idennficd in such cm%em 16 S No Vilthsranbnp, paragraph 164 if a claim dispute or rMvr matte in question henve n OWN R said ( ONTP-%(TOR Involves the Work of 5 bUbDaftr9,ior nher OWNER er CONTRr\CTOR may loin such ')UbL trmactor as a party to the arbitratun haw as OWN FR Ind ('ONTR_a('TOR hereunder ( ONTRACTOR shall betide in all subcomlmcls required by paragraph 6 11 a ,pemhc provision whereto the Subnntrictor consents to being joined in an arbitration between OWNMR and ( ON I kA( TOR Involving the Work of such Su1bLMUacicr Nothing in this paragraph to s not in the provision tit such 111h4eciti cinsmnna to joinder shall creat any clam right or coos, of action in tav it of Suliecvntractor and against OtVNFR FNGI\FRR x I \GIN ER s Consultants that does not otherwise rem 1C o the tward rendered by the irtimitors will be final judgment may bt enter it upon it in anv i.mrt hay ing junsdvamn thereof Ind if will not be subject it, modification or appeal 167 ON NER and I ON I ttA( T OR agree that they shall first ithrit an) and ill unxttled claims MUMI C121in S dlsputes and iher manes in question Ixtwcen them arising out of or relating to the ( mract Documents or the breach thereof ( disputes ) to mediation by dw 1m n,an arbarauen Association under dtc ( xstru,hoo Indusuv bkdietion Rules of the amenutn arbirahon Assaranon prior to Ith r of thi.ni Imuatum 161flnsl the other a elemnnd for irhlrition purwmt to prigraphs I61 dvou6h It C unless delay in full rang arbarmon viuuld mrevoeably prejudice one of the parties I he respective thirty rid ten day semi, limns within which to fife A demand for arbmatwn as provided o paragraphs Ira rid 16 i above shall he suspended with respect to a dl%put, subruMd to nicchiam within those lame applicable time limits and shall raisin suspended until ten dnvs ntty the wamination of the in ihanon Tlx mcdmor c 1 my tksjwte suhmitted to mucl¢thon and r this Ai:rc,mtent shall not serve as arbltratr c t such chsplte unless otherwise agrc d FJCN cF ifRAI t INDI❑( V 191(18 t9va FJI I (t v w ❑Ty orroRTCULLP5v10Dt7T0ATr0M(1fCV9 )91 FFCF CFNFRAI(QNDt FI NS 19M9(1991 Ec11+) 1 AI wi ❑n cr rORT t O! t INS WODXILATIO\S Bf V 11911 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 ed ) 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 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 Rev 10/20/07 Section 00100 Page 1 SECTION 00800 SUPPLEMENTARY CONDITIONS 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 4 2 Subsurface and Physical Conditions A 4 2 1 2 1 No drawing of physical conditions in or relating to existing surface or subsurface structures (except Underground Facilities referred to in Paragraph 4 3) which are at or contiguous to the site have been utilized by the Engineer in preparation of the Contract Documents except the following None SC 5 4 7 Additional Insureds A The City of Fort Collins and Anderson Consulting Engineers Inc shall be included as additionally insured on the Certificate of Insurance 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 541 and 542 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) 549 This policy will include completed operations coverage/product liability coverage with limits of $1 000 000 combined single limits (CSL) END OF SECTION Rev 10/20/07 Section 00800 Page 2 SECTION 00900 ADDENDA, MODIFICATIONS, AND PAYMENT 00950 Contract Change Order 00960 Application for Payment CHANGE ORDER NO PROJECT TITLE 6115 RESOURCE RECOVERY FARM OUTLET PIPE CONTRACTOR PROJECT NUMBER DESCRIPTION 1 Reason for change 2 Description of Change 3 Change in Contract Cost 4 Change in Contract Time ORIGINAL CONTRACT COST TOTAL APPROVED CHANGE ORDER TOTAL PENDING CHANGE ORDER TOTAL THIS CHANGE ORDER TOTAL % OF THIS CHANGE ORDER TOTAL C O % OF ORIGNINAL CONTRACT ADJUSTED CONTRACT COST (Assuming all chanae orders approved) ACCEPTED BY DATE _ Contractors Representative ACCEPTED BY Project Manager DATE REVIEWED BY DATE Title APPROVED BY DATE Title $000 000 000 000 $000 APPROVED BY DATE _ Purchasing Agent over $15 000 cc City Clerk Project File Engineer Contractor Architect Purchasing Section 00950 Page I SECTION 00960 APPLICATION FOR PAYMENT In accordance with attached page Rev 10/20/07 Section 00960 Page 1 AFFLILATION AND CERTIFICATE FOR PAYMENT 1 luwrri ,'H E1.T APPLI-4TOW4 NO l enluarnuu m G OT FtNTWO rfpirp" T rnk ARr1111EGTS ENGNEERS Pf:aDJEGT kO CQNI H.v.T CAI t WNTkAC1 OWS APPLICATION FOR PAYMENT A174t.b.i is irWo k" fY.sr�l m shan, G n twvr w ft, Cm"-i "A"b o GMAE OFELEA SUWlAART Chug 1�d.n appwa.l„prrwaro rrm/r. Vr LM1. ADDITIONS D£10'ICTKINS TUTAI. $1300 Rolm ApprwW Iu AAxik N4.M rum tfi^rrwr! TCITAl% NN du . 4 Ct OrThre w0 $nw Sn (q O N i lall TN v"wi.lame GI 0r ,rr Ili rrh raNlir1 is is IrrLM. lnULMal LXMTNA4T DUN i1SM1 Nal Chw;.r by Ll.rr V. `Urm-. 1NW CONTRACT SUN TO DATE Slso TOTAL CQWLIiTm A STORED TO PATE 10 IVr#A (" m n l Ow" NEW"" tU A 10 a w&A m CCMnn I m rq.l st. ti 7OTOL EARNED LESS k0piNAMr IV LESS N`NEWOUS LL TVILATES NM PAWAINT CURRENT PAWOENTOUE Ll um —` NGI EER 5 CERTIFICATE FOR PAYMENT AMOUM CFRTF" Wb7 f,p4r WG- f aMLfR A,1,(N rsNI 4oII F. uru.N rrrO d TV I ENGINEER i� Rev 10/20/07 bra so 0 GUTINU ATIGN SWC3 f Run ho LV,e %lul ul'AUk O li Junlff E Lkil _ UAt al _ a _ s Pr�N�.e 4LyeIL„rj.x* 1 71u Avf TLu ..ulµdal W!;n Flo Not 10 I ]I +4 �lx IFI O W% lklrab Frw IF Kl In w w w w so w 70 #0 w 41] w itl 70 w w w Y] w W a] w su fo in # i ; ; it wuk 11 l'Ye�e ]ik a r,ray. lwk'5"t } so An i0 if) lU so AD to su $0 SG f 0 Su A $ SG #L ;o # # # s i i i^ Y- # 4] Y] i'' _— so 0 so so V3 w w i] w w w w w w w w !I] is so sa w W to w w sa w w w w w w w w w w Y] sV w w $0 Y] w w W V] w so so #0 10 ss So #G h LL w so w RAI $0 w w w w w su su w $0 w W W su W w so so w w In $a $4 Y] w $ ow% o.Um D.GO% �- :+AGAt C 0u% ,p:qc 0G7% ow.4 oaux izm% _ ucm mum AD 0% um% s" 10 OLO% PSO% osau AD WA AD OR% UUS% 000% Ums LTm% �dORM 0 (0% UMI% ULM O We4 TOTAL An w sU 913 Y7 up]w io DIVISION 1 - GENERAL REQUIREMENTS 01010 Summary of Work 01010 1 — 01010 4 01140 Contractors Use of Premises 01140 1 — 01140 2 01145 Special Project Procedures 01145 1 — 01145 2 01180 Utility Sources 01180 1 — 01180 2 01270 Measurement and Payment 01270 1 — 01270 8 01310 Project Meetings 01310 1 — 01310 2 01320 Construction Schedules 01320 1 — 01320 2 01330 Submittals 01330 1 — 01330 6 01425 Standard References 01425 1 — 01425 4 01450 Materials Testing 014501 — 01450 2 01555 Traffic Regulation 01555 1 — 01555 2 01635 Substitutions and Product Options 01635 1 — 01635 4 01650 Material Delivery Storage and Handling 01650 1 — 01650 2 01710 Site Conditions 01710 1 — 01710 4 01715 Tree Landscape Vegetation and Wetland Protection 01715 1 — 01715 2 01720 Field Engineering and Surveying 01720 1 01745 Environmental Controls 01745 1 — 01745 4 01780 Contract Close Out 01780 1 — 01780 2 DIVISION 2 SITE WORK 02230 Clearing and Grubbing 02230 1 — 02230 2 02235 Top Soil 02235 1 — 02235 2 02240 Water Control and Dewatering 02240 1 — 02240 4 02315 Excavation and Embankment 02315 1 — 02315 6 02320 Trench Excavation and Backfill 02320 1 — 02320 8 02370 Erosion and Sediment Control 02370 1 — 02370 6 02375 Riprap And Bedding 023751 023756 02610 Reinforced Concrete Pipe 02610 1 — 02610 9 02635 Manhole Structures 02635 1 — 02635 6 02920 Grasses 02920 1 —02920 10 02921 Ground Preparation for Seeding 02921 1 —02921 2 DIVISION 3 CONCRETE 03110 Structural Cast in Place Concrete Forms 03110 1 —03110 10 03210 Reinforcing Steel 03210 1 — 03210 6 03310 Structural Concrete 03310 1 —03310 10 03320 Construction Joints 03320 1 — 03320 2 03350 Concrete Finishing 03350 1 — 03350 8 03390 Concrete Curing 03390 1 — 03390 4 03615 Grout 03615 1 — 03615 4 DIVISION 5 - METALS 05500 Metal Fabrications 05500 1 — 05500 6 DIVISION 7 THERMAL AND MOISTURE PROTECTION 07905 Joint Sealers for Pre cast Concrete Manholes 07905 1 — 07905 2 DIVISION 1 GENERAL REQUIREMENTS SECTION 01010 SUMMARY OF WORK SECTION 01140 CONTRACTOR'S USE OF PREMISES SECTION 01145 SPECIAL PROJECT PROCEDURES SECTION 01180 UTILITY SOURCES SECTION 01270 MEASUREMENT AND PAYMENT SECTION 01310 PROJECT MEETINGS SECTION 01320 CONSTRUCTION SCHEDULES SECTION 01330 SUBMITTALS SECTION 01425 STANDARD REFERENCES SECTION 01450 MATERIALS TESTING SECTION 01555 TRAFFIC REGULATION SECTION 01635 SUBSTITUTIONS AND PRODUCT OPTIONS SECTION 01650 MATERIAL DELIVERY, STORAGE, AND HANDLING SECTION 01710 SITE CONDITIONS SECTION 01715 TREE, LANDSCAPE, VEGETATION, AND WETLAND PROTECTION SECTION 01720 FIELD ENGINEERING AND SURVEYING SECTION 01745 ENVIRONMENTAL CONTROLS SECTION 01780 CONTRACT CLOSEOUT SECTION 01010 SUMMARY OF WORK PART1 GENERAL 101 SECTION INCLUDES Furnish all labor and install all materials for the rehabilitation of the Resource Recovery Farm Outlet Pipe including but not limited to the following items The project includes the installation of 700 linear feet of 24 inch RCP concrete manholes concrete headwalls with slidegates a sand cutoff wall sanitary sewer pipe encasement and rock riprap 102 WORK SEQUENCE A The Work Sequence is to be submitted as part of the construction schedule required in Section 01320 Construction of the project shall begin within seven (7) calendar days of the date of Notice to Proceed 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 date specified in the Notice to Proceed The Contractor will proceed with the work at such rate of progress to ensure tull completion within the contract time It is expressly understood and agreed by and between the Contractor and the Owner that the contract time for the 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 anticipates 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 specifies 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) RRF Outlet Pipe 01010 1 Summary of Work 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 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 (e) 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 Rev10/20/07 Section 00100 Page 2 The above schedule of anticipated adverse weather will constitute the base line for monthly (or portion thereof) weather time evaluations Upon acknowledgment of the Notice to Proceed and continuing throughout the contract on a monthly bans actual adverse weather days and the impact of adverse weather days that delay the work will be recorded on a day today basis It is assumed that the work will be carried out Mondays through Fridays (holidays excepted) unless an approved construction schedule or written authorization trom the Owner 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 Contractors 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 thereot The Contractor shall notify the Engineer in writing of any disagreement as to whether or not work can proceed on a given date within 2 calendar days of that date The Owner 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 it 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 This conversion assumes a 5 day work week Mondays through Fridays holidays excepted should the Contractor have authorization to work weekends and/or holidays then the method of conversion of workdays to 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 extensions 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 justitication 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 Owner or Engineer l To any preference priority or allocation order duly issued by the Owner RRF Outlet Pipe 010102 Summary of Work 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 Owner acts of another Contractor in the performance of a contract with the Owner 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 I and 2 above Other than the conditions above Contractor is permitted to start the work at any location within the project site The Contractor shall adhere to the construction traffic control requirements delineated in Section 01555 and on the Drawings 1 03 UNDERGROUND UTILITIES A It shall be the responsibility of the CONTRACTOR to verify the existence and location of all underground utilities along the route of the work and to coordinate the construction schedules with these utility owners B Known utilities and structures adjacent to or encountered in the work are shown on the Drawings The locations shown are taken from existing records and the best information available from existing utility plans and from field potholing however it is expected that there may be some discrepancies and omissions in the locations and quantities of utilities and structures shown Those shown are for the convenience of the CONTRACTOR only and no responsibility is assumed by either the OWNER or the ENGINEER for their accuracy or completeness C The CONTRACTOR shall field verify all utilities and coordinate construction with utility owners prior to starting construction The CONTRACTOR shall be responsible for protecting utilities during construction and scheduling utility adjustments to eliminate conflict with progress of the work D The CONTRACTOR shall notify the ENGINEER immediately of any field condition not consistent with the contract documents E The CONTRACTOR will be responsible for repairing or paying for the repairs to any damaged utilities PART 2 PRODUCTS (Not Applicable) PART 3 EXECUTION (Not Applicable) END OF SECTION RRF Outlet Pipe 010103 Summary of Work THIS PAGE INTENTIONALLY LEFT BLANK RRF Outlet Pipe 010104 Summary of Work PART1 GENERAL 101 102 103 SECTION 01140 CONTRACTOR'S USE OF PREMISES SECTION INCLUDES A The CONTRACTOR may use the OWNER s property designated within the construction limits shown on the Drawings for equipment and materials as long as he confines his operations to those permitted by local laws ordinance and permits and meets the following requirements 1 Do not unreasonably encumber site with materials or equipment 2 Assume full responsibility for protection and safekeeping of products stored on premised 3 Move any stored products which interfere with operations of the OWNER 4 Obtain and pay for use of additional storage or work areas needed for operations LIMITS OF CONSTRUCTION A The CONTRACTOR must maintain all of his construction activities within the OWNER s property and/or construction easements and limits of the project or other stated areas unless permits and/or written permission are obtained by the CONTRACTOR from appropriate authorities or private property owners outside of these areas Contractor to fence all easements and work areas The temporary permits must be secured and paid for by the CONTRACTOR at no extra cost to the OWNER Any temporary permits secured must be in writing and a copy of same provided to the ENGINEER SECURITY A PART PART The CONTRACTOR shall at all times be responsible for the security of his facilities and equipment The OWNER will not take responsibility for missing or damaged equipment tools or personal belongings of the CONTRACTOR PRODUCTS (Not Applicable) EXECUTION (Not Applicable) END OF SECTION RRF Outlet Pipe 01140 1 Contractor s Use of Premises THIS PAGE INTENTIONALLY LEFT BLANK RRF Outlet Pipe 011402 Contractor s Use of Premises SECTION 01145 SPECIAL PROJECT PROCEDURES PART I GENERAL (Not Applicable) PART 2 PRODUCTS (Not Applicable) PART 3 EXECUTION 3 01 CONSTRUCTION TRAFFIC CONTROL A The CONTRACTOR with input and cooperation from the OWNER will prepare the construction traffic control plans and specifications for construction of the project The traffic control plan shall be submitted at least 7 days prior to the start of traffic control activities Any changes to the approved traffic control plan will need to be submitted to the City of Fort Collins and/or the Latimer County Traffic Departments at least 48 hours prior to instituting the proposed changes B The CONTRACTOR shall provide to the City of Fort Collins and/or Lanmer County Traffic Departments a detailed construction schedule for the work including production rates estimated closure times for streets and intersections it any and material delivery and haul routes C Section 01555 Traftic Regulation is provided as a guide to items of work the CONTRACTOR will be responsible tot and that may not be specifically referenced in the construction traffic control plan Such items include providing access to fire hydrants access for emergency services and provision of warning signs and lights around the work zone especially during non work periods 303 NATURAL AREAS Due to the project being located entirely within a city designated Natural Area the CONTRACTOR shall abide by the Natural Areas rules and regulations set forth by the City of Fort Collins Natural Resources Department END OF SECTION RRF Outlet Pipe 01 145 1 Special Project Procedures THIS PAGE INTENTIONALLY LEFT BLANK RRF Outlet Pipe 011452 Special Project Procedures SECTION 01180 UTILITY SOURCES PART1 GENERAL 1 01 SECTION INCLUDES A Names and telephone numbers of affected agencies and utilities in the area are listed below for the CONTRACTOR s convenience The CONTRACTOR assumes all responsibility of contacting these agencies and ventication of telephone numbers I Water a City of Fort Collins (970) 221 6700 b Fort Collins — Loveland Water District (970) 226 3104 c East Lanmer Water District (970) 493 2044 2 Sanitary Sewer City of Fort Collins (970) 221 6700 Boxelder Sanitation District (970) 498 0604 South Fort Collins Sanitation District (970) 226 3104 3 Stormwater City of Fort Collins (970) 221 6700 Lanmer County (970) 498 5700 4 Natural Resources — City of Fort Collins (970) 221 6600 5 Park Planning — City of Fort Collins (970) 221 6360 6 Electrical a City of Fort Collins (970) 224 6157 b Platte River Power Authority (PRPA) (970) 226 4000 c Western Area Power Administration (WAPA) (970) 461 7298 d Poudre Valley Rural Electric Association (PVREA) (970) 226 1234 e Public Service Company (PSC) / Xcel Energy (800) 895 1999 7 Engineering — City of Fort Collins (970) 221 6605 Lanmer County (970) 498 5700 8 Traffic — City of Fort Collins (970) 224 6062 Lanmer County (970) 498 5700 9 Gas Xcel Energy (800) 895 2999 10 Telephone Qwest (970) 222 2414 11 Cable TV Comcast (970) 484 7166 12 One Call Utility Locates 811 PART 2 PRODUCTS (Not Applicable) PART 3 EXECUTION (Not Applicable) RRF Outlet Pipe 01180 1 Utility Sources END OF SECTION THIS PAGE INTENTIONALLY LEFT BLANK RRF Outlet Pipe 011802 Utility Sources SECTION 01270 MEASUREMENT AND PAYMENT PART1 GENERAL 101 SECTIONINCLUDES A The work performed under this Agreement shall be paid for on both a Unit Price basis and Lump Sum bans for individual line items at the rates for the respective items on the Bid Schedule The quantities provided on the Bid Schedule are only estimates of the actual quantities of the work to be pertormed and are only included for purposes of making the award and establishing a basis for estimating the probable cost of the Work The actual amounts of work performed and materials furnished for unit price bid items may differ from the estimated quantities The basis of payment for work and materials bid as a unit price will be the actual amount of approved work done and materials furnished Payment shall be made only for those items included in the Bid Schedule All costs incurred shall comply with the provisions of these Specifications and shall be included in the unit price bid for the associated items in the Bid Schedule Except as may be otherwise stipulated no material labor or equipment will be furnished by the OWNER The quantity of work which will be considered for payment is the actual number of unit% completed in accordance with all relative Specifications This basis of measurement and payment for each proposal item will be described below The following provides a general listing of contract bid items along with a brief summary of the work and materials included but not limited to in the unit price or lump sum price for each bid item Refer to the Specifications and Drawings for additional information 1 02 PAY ITEMS Mobilization and Field Overhead No unit measurement for payment will be made for any of the work materials and equipment required tot mobilization and field overhead This work consists of the mobilization of personnel equipment and supplies at the project site in preparation for work on the project This item shall include the establishment of the CONTRACTORS offices buildings and other necessary facilities and all other costs incurred or labor and operations which must be performed prior to beginning the other items under the Contract This item shall also include temporary fencing around project work and driving areas and any other fencing/secunty items as deemed necessary by the CONTRACTOR This item also includes obtaining permits and CONTRACTOR testing This item may also include provision of required bonds insurance and preparation of the project schedule The removal of the CONTRACTORS equipment supplies excess materials and cleanup of the site are also included in this item Payment will be made as the work progresses Fifty percent (50%) of the lump sum bid price will be paid at the time of the first monthly progress payment An additional thirty percent (30%) will be paid when one half the original contract amount is earned The remaining twenty percent (20%) will be paid upon final acceptance of the project The total amount for mobilization shall not exceed five percent (5%) of the total bid RRF Outlet Pipe 01270 1 Measurement and Payment 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 cashiers 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 Rev 10/20/07 Section 00100 Page 3 Pay Item Pav Umt Mobilization and Field Overhead LS Traffic Control No unit measurement for payment shall be made for any of the materials work and equipment required The payment shall be total compensation for all labor equipment materials maintenance and all incidentals necessary to prepare implement and maintain the approved Traffic Control Plan in accordance with the Drawings and accepted Traffic Control Plan The work also includes but is not limited to the installation and maintenance of all required barricades and signs Payment will be made as work progresses Fifty percent (50%) of the lump sum bid price will be paid when twenty five (25%) of the original contract amount has been earned an additional thirty percent (30%) will be paid when fifty percent (50%) of the original contract amount has been earned and the remaining twenty percent (20%) will be paid upon final acceptance of the project Pay Item Pav Unit Traffic Control LS Clearing and Grubbing No measurement for payment shall be made for any of the materials work and equipment required Payment will be made as work progresses on a percentage lump sum basis The payment shall be total compensation for all labor equipment materials maintenance and all incidentals necessary to prepare implement and conduct the clearing and grubbing in accordance with the Drawings and Specifications including all costs associated with the disposing of materials off site Pay Item Pay Unit Clearing and Grubbing LS Construction Dewatermg No unit measurement for payment will be made for this work Work includes all equipment temporary power labor and materials for implementation of measures to control surtace water and groundwater Pay item also includes all work necessary to obtain the required Stormwater Management Permit and the Construction Dewatermg Permit from the Colorado Department of Health Also RRF Outlet Pipe 012702 Measurement and Payment included are all equipment labor and materials for evaluation design construction and monitoring of dewatenng Payment shall be made based on the percentage of all work completed at the time of each Progress Payment Pay Item Pay Umt Construction Dewatermg LS 5 Construction Surveying and Staking No unit measurement shall be made for this item Work includes providing all equipment labor and materials required to provide Construction Surveying for construction of all work items for the project including Staking of horizontal and vertical alignments overlot grading subgrade elevations off sets temporary control points reestablishment of land monuments as built surveying and all appurtenant features of the work The lump sum price bid shall include all of the CONTRACTOR s costs of whatsoever nature to perform the Construction Surveying as required for the construction of the Project in accordance with the Drawings and Specifications Payment shall be made based on the percentage of all work completed at the time of each Progress Payment Pay Item VT Construction Surveying LS 6 Remove, Stockpile, and Replace Existing Riprap on River Bank The measurement for payment of the removal stockpiling of the existing nprap will be the total number of cubic yards of material removed and replaced This item shall include the removal of the existing nprap bedding and fabric stockpiling of the removed riprap and the replacement of fabric bedding and riprap to existing grades The final location of the stockpile site will be at the direction of the ENGINEER Pay Item Pay Umt Remove Stockpile and Replace Existing Riprap on River Bank CY 7 Unclassified Excavation 8 Muck Excavation 9 Embankment (Complete In Place) RRF Outlet Pipe 012703 Measurement and Payment The measurement for payment of unclassified excavation will be the total number of cubic yards of material excavated according to the final Drawings Unclassified excavation shall consist of excavation of all materials on the site to final grades excluding the bid items listed in Section 02220 Excavation of unsuitable material will only be paid for if it is found to be unsuitable in its original state Unclassified excavation shall be measured from the drawings and cross sections and the plan quantity will be paid for by the cubic yard Muck excavation shall include excavation of unsuitable material and haul and disposal of unsuitable matenal Muck excavation shall also include the cost of matenals used to replace muck excavation Muck excavation of material from rain or weather damage will not be paid for and is entirely the CONTRACTOR S responsibility This item will be measured in the field and will be paid for by the cubic yard If unsuitable subgrade is encountered and the ENGINEER directs the CONTRACTOR to overexcavate the material the CONTRACTOR shall use uniformly graded 1 1/2 rock This item will be measured in the field and will be paid by the cubic yard per ticket of material used Embankment (Complete In Place) shall include all excavated material which is placed as embankment and compacted to final grades as specified in Section 02315 This item shall include placement and compaction of excavated material that has been determined as suitable from the on site excavations This item will be measured from the drawings and cross sections and the plan quantity will be paid for by the cubic yard Pay Item Pav Unit Unclassified Excavation CY Muck Excavation CY Embankment (Complete In Place) CY 10 24 Inch Reinforced Concrete Pipe The measurement for payment of pipe will be the actual number of linear feet of pipe installed completed in place measured along the center line of the pipe from inside the face of manhole to inside face of manhole from inside face of manhole to given station from given station to given station or from center of manhole to center of manhole with deductions made of the internal diameter or dimensions of manholes or structures The unit price bid per linear foot of pipe shall include all of the CONTRACTOR s costs of whatsoever nature required for constructing the specific pipeline The price bid shall include locating and protection of the existing utilities in and along the pipe length removing and disposing of existing pipeline as required famishing transporting and installing all pipe and materials adjusting location of existing small utilities and valves tapping and/or connecting to pipes or structures and furnishing and installing fittings or specials not otherwise provided for elsewhere in the Documents and jointing RRF Outlet Pipe 012704 Measurement and Payment materials including O rings gaskets bolts concrete collars connecting bands and other miscellaneous items as required to construct the specific pipeline excavation constructing the specific bedding including the furnishing placing and compacting of sand gravel and rock as required for bedding protective coatings or wrapping pipe casings backfillmg including the furnishing transporting and placing method of backfill and compaction as specified trench supporting protection of aboveground and underground utilities and service connections disposal of debris and damaged materials testing inspection and all other related and necessary materials work and equipment required to construct a complete operable pipeline in accordance with the Drawings and Specifications Pay Item Pa- Umt 24 inch RCP LF 11 48 Inch Diameter Manhole The measurement for payment for the construction of the specified manhole will be the individual structure complete and in place The unit price bid per manhole shall include all of the CONTRACTOR s costs of whatsoever nature The price bid shall include furnishing transporting and installing all materials sheeting and/or bracing concrete reinforcement precast cones or flattop brick mortar plastic joint sealant and grout manhole steps ring and cover watertight manhole frame and bolted lid where required constructing and shaping of the base invert including all pipe incorporated within the manhole construction of required stub outs and connections including pipe and plugs removal of all sod and other surfacing matenal outside of the prescribed trench width backfillmg and compaction furnishing and compacting imported backfill material if no suitable on site material is available and all other related and necessary materials work and equipment required to install the manhole complete in accordance with the Drawings and Specifications Pay Item Pay Unit 48 Inch Diameter Manhole EA 12 Sand Cutoff Wall The measurement for payment of the sand cutoff wall will be the total number of cubic yards of sand required to be placed as specitied on the Drawings or as otherwise directed by the Engineer The unit bid price shall include all of the CONTRACTOR S costs of whatsoever nature The price bid shall include excavation and backfill furnishing and placing sand for the cutoff wall and all other necessary materials work and equipment required to construct the cutoff wall in accordance with the Drawings and Specifications RRF Outlet Pipe 012705 Measurement and Payment Pay Item Pay Unu Sand Cutoff Wall Cy 13 Concrete Headwall and Slidegate The measurement for payment for the construction of the specified structure will be the individual structure complete and in place The unit price bid per structure shall include all of the CONTRACTOR s costs of whatsoever nature The unit price bid shall include furnishing transporting and installing all materials sheeting and/or bracing concrete joint sealant and grout reinforcing irrigation slidegate and rails removal of all surfacing material outside of the prescribed trench width backfilling and compaction furnishing and compacting imported backfill material if no suitable on site material is available and all other related and necessary materials work and equipment required to construct the structure complete in accordance with the Drawings and Specifications and as implied by the Contract Documents Pay Item Pay Unit Headwall and Slidegate for 24 inch Reinforced Concrete Pipe EA 14 Riprap (Class 9) The measurement for payment of nprap will be the total number of cubic yards of riprap required to be placed as specified on the Drawings or as otherwise directed by the ENGINEER Measurement does not include the thickness of the bedding The unit price bid per cubic yard of nprap placed shall include all of the CONTRACTOR s costs of whatsoever nature The item shall include furnishing transporting and placing all nprap excavation compaction backfilling removal and disposal of excavations and debris Type II bedding material geotextile fabric compacted fill required to bury riprap and all other related and necessary materials work and equipment required to place the riprap in accordance with the Drawings and Specifications Pay Item Pav Umt Riprap (Class 12) Cy 15 Miscellaneous Metals Trash Racks The measurement for payment for the construction of the specified trash racks will be on a lump sum basis for the individual structures complete and in place The lump sum price bid per trash rack shall include all of the CONTRACTOR s costs of whatsoever nature The price bid shall include furnishing all materials RRF Outlet Pipe 012706 Measurement and Payment CI 17 m necessary to fabricate the trash racks fabrication coating and all other related and necessary materials work and equipment required to install the trash racks complete in accordance with the Drawings and Specifications Pay Item Pav Unit Miscellaneous Metals Trash Racks LS Landscape Ground Preparation and Seeding Measurement for payment for ground preparation and seeding of the disturbed areas of the project shall be based on acres or parts thereof which are seeded and crimped with certified straw in accordance with the project specifications The acre unit cost shall include all of the CONTRACTOR S costs including all labor materials and equipment needed to fine grade drill seed and crimp straw in order to reseed all disturbed areas Payment for this item shall be made based on the actual quantity of work complete at the time of each monthly progress payment Pay Item Pav Unit Ground Preparation and Seeding ACRE Erosion Control — Temporary Coffer Dam No unit measurement for payment will be made for this work Work includes all equipment labor and materials required for the construction and maintenance of the coffer dam at the pipe outlet Item includes removal of coffer dam at the conclusion of work under this contract Measurement for payment for the construction of the cofter dam shall be the entire coffer dam complete and in place Pay Item Pav Umt Coffer Dam Erosion Control Silt Fence EA The measurement for payment of silt fence will be the actual number of linear feet of silt fence installed The work includes all equipment labor materials maintenance and all incidentals necessary to prepare implement maintain remove the silt fence upon completion of construction repair and reseed ground along fence line in accordance with the Drawings Pay Item Pav Unn Silt Fence LF RRF Outlet Pipe 012707 Measurement and Payment 19 Erosion Control — Sediment Trap/In Channel BMP The measurement for payment of the sediment trap will be on a unit basis Payment will be made for each trap furnished placed and maintained The work includes all equipment labor materials maintenance and all incidentals necessary to prepare implement maintain and ultimately remove the trap in accordance with the Drawings and Specifications Pay Item Pay .1 t Sediment Trap/In Channel BMP EA END OF SECTION RRF Outlet Pipe 012708 Measurement and Payment SECTION 01310 PROJECT MEETINGS PART1 GENERAL l 01 SECTION INCLUDES A Pre Construction Conference A Pre Construction Conference will be held after the Nonce of Award and before the Notice to Proceed The conference shall be attended by 1 CONTRACTOR and CONTRACTOR s Superintendent 2 CONTRACTOR s and Subcontractors 3 ENGINEER 4 OWNER 5 Others as requested by the CONTRACTOR OWNER or ENGINEER Unless previously submitted to the OWNER the CONTRACTOR shall bring to the conference a tentative schedule of the construction project including the scheduled shop drawings and other submittals 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 l CONTRACTOR s tentative Schedule 2 Permit applications and submittals including 404 Permit (to be obtained by Owner) 402 Permit Erosion and Sediment Control Plan Stormwater Management Plan (SWMP) and Traffic Control Plan 3 Transmittal review and distribution of CONTRACTOR s submittals 4 Processing applications for payment 5 Maintaining record documents 6 Critical work sequencing 7 Field decision and change orders 8 Use of premises office and storage areas staging area security housekeeping and OWNER s needs 9 CONTRACTOR s assignment of safety and tirst aid RRF Outlet Pipe 01310 1 Project Meetings B Construction Progress Meetings Progress meetings will be conducted weekly or at some other frequency if approved by the OWNER ENGINEER and CONTRACTOR These meetings shall be attended by the OWNER the ENGINEER the CONTRACTOR s representative and any others invited by these people 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 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 PART 2 PRODUCTS (Not Applicable) PART 3 EXECUTION (Not Applicable) END OF SECTION RRF Outlet Pipe 013102 Project Meetings SECTION 01320 CONSTRUCTION SCHEDULES PARTI GENERAL 101 SECTION INCLUDES A Prepare detailed Schedule of all construction operations and procurements to be reviewed by parties attending the preconstruction conference The schedule shall be approved by the OWNER and ENGINEER prior to Notice to Proceed 102 FORMAT AND SUBMISSIONS A Prepare construction and procurement schedules in a graphic tormat suitable for displaying scheduled and actual progress The construction schedule shall clearly identify the critical path for the project and shall also identify all critical procurement items B Submit four (4) copies of each schedule to the OWNER and ENGINEER for review The ENGINEER will return one copy to the CONTRACTOR with revisions suggested or necessary for coordination of the Work with the needs of the OWNER or others 103 CONTENT A Construction Progress Schedule Show the complete work sequence of construction by activity and location 2 Show the dates for the beginning and completion of major task items At a minimum show the following items • Removal of vegetation • Installation of the outlet pipe and headwalls • Replacement of riprap on river bank • Revegetation 3 Show projected percentage of completion for each item as of the first day of the month B Report of delivery of equipment and materials Show delivery status of critical and major items of equipment and materials RRF Outlet Pipe 01320 1 Construction Schedules 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 Rev 10/20/07 Section 00100 Page 4 2 Include a schedule which includes the critical path tot Shop Drawings tests and other submittal requirements for equipment and materials 104 PROGRESS REVISIONS A Submit revised schedules and reports when changes are foreseen when requested by OWNER or ENGINEER and with each application for progress payment B Show changes occurring since previous submission I Actual progress of each item to date 2 Revised projections of progress and completion C Provide a narrative report as needed to define Anticipated problems recommended actions and their effects on the schedule 2 The effect of changes on schedules of others 105 OWNERS RESPONSIBILITY A OWNERS review is only for the purpose of checking conformity with the Contract Documents and assisting CONTRACTOR in coordinating the Work with the needs of the Project B It is not to be construed as relieving CONTRACTOR from any responsibility to determine the means methods techniques sequences and procedures of construction as provided in the General Conditions PART 2 PRODUCTS (Not Applicable) PART 3 EXECUTION (Not Applicable) END OF SECTION RRF Outlet Pipe 013202 Construction Schedules SECTION 01330 SUBMITTALS PART1 GENERAL 101 SECTION INCLUDES A Requirements Where required by the Specifications the CONTRACTOR shall submit descriptive information that will enable the ENGINEER to determine whether the CONTRACTOR s proposed materials equipment methods of work are in general conformance to the design concept and in accordance with the Drawings and Specifications The information submitted may consist of drawings specifications descriptive data certificates samples test results product data and such other information all as specifically required in the Specifications In some instances specified submittal information describes some but not all features of the material equipment or method of work The CONTRACTOR shall be responsible for the accuracy and completeness of the information contained in each submittal and shall assure that the material equipment or method of work shall be as described in the submittal The CONTRACTOR shall verity that all features of all products conform to the requirements of the Drawings and Specifications The CONTRACTOR shall ensure that there is no conflict with other submittals and notify the ENGINEER in each case where its submittal may affect the work of another CONTRACTOR or the OWNER The CONTRACTOR shall ensure coordination of submittals among the related crafts and subcontractors Submittals will be reviewed for overall design intent and returned to CONTRACTOR with action to he indicated by the ENGINEER It shall be the CONTRACTOR s responsibility to assure that previously accepted documents are destroyed when they are superseded by a resubmittal as such It shall be the CONTRACTOR s responsibility to ensure that required items are corrected and resubmitted Any work done before approval shall be at the CONTRACTOR s own risk B Submittal Procedure Unless a different number is called for in the individual sections six (6) copies of each submittal and sample are required four (4) of which will be retained by the ENGINEER The CONTRACTOR shall receive two (2) copies in return Faxed submittals will not be accepted Submittals that are related to or atfect each other shall be forwarded simultaneously as a package to facilitate coordinated review Uncoordinated submittals will be rejected RRF Outlet Pipe 01330 1 Submittals If the items or system proposed are acceptable but the major part of the individual drawings or documents are incomplete or require revision the submittal will be returned with requirements for completion The right is reserved for the ENGINEER to require submittals in addition to those called for in individual sections Submittals regarding material and equipment shall be submitted directly to the ENGINEER and will be accompanied by a transmittal form A separate form shall be used for each specific item class of material equipment and items specified in separate discrete sections for which the submittal is required Submittals for various items shall be made with a single form when the items taken together constitute a manufacturer s package or are so functionally related that expediency indicates checking or review of the group or package as a whole A unique number sequentially assigned shall be noted on the transmittal form accompanying each item submitted Original submittal numbers shall have the following format XXX Y where XXX is the originally assigned submittal number and Y is a sequential letter assigned for resubmittals (i e A B or C being the first second and third resubmittals respectively) Submittal 25B for example is the second resubmittal of Submittal 25 If the CONTRACTOR proposes to provide material equipment or method of work that deviates from the Contract Documents it shall indicate so under deviations on the transmittal form accompanying the submittal copies Submittals that do not have all the information required to be submitted including deviations are not acceptable and will be returned without review C Review Procedure Submittals are specified for those features and characteristics of materials equipment and methods of operation that can be selected based on the CONTRACTOR s judgment of their conformance to the requirements of the Drawing and Specifications Other features and characteristics are specified in a matter that enables the CONTRACTOR to determine acceptable options without submittals The review procedure is based on the CONTRACTOR s guarantee that all features and charactenstics not requiring submittals conform to the Drawings and Specifications Review shall not extend to means methods techniques sequences or procedures of construction or to verifying quantities dimensions weights or gages or fabrication processes (except where specifically indicated or required by the Specifications) of separate items and as such will not indicate approval of the assembly in which the item functions Unless otherwise specified within twenty one (21) calendar days after receipt of the submittal the ENGINEER will review the submittal and return copies The returned submittal will indicate one of the following actions RRF Outlet Pipe 013302 Submittals If the review indicates that the material equipment or work method complies with the Specifications submittal copies will be marked NO EXCEPTIONS TAKEN In this event the CONTRACTOR may begin to implement the work method or incorporate the material or equipment covered by the submittal If the review indicates limited corrections are required copies will be marked FURNISH AS NOTED The CONTRACTOR may begin implementing the work method or incorporating the material and equipment covered by the submittal in accordance with the noted corrections Where submittal information will be incorporated in Operation and Maintenance data a corrected copy shall be provided If the review indicates that the submittal is insufficient or contains incorrect data copies will be marked REVISE AND RESUBMIT Except at its own risk the CONTRACTOR shall not undertake work covered by this submittal until it has been revised resubmitted and returned marked either NO EXCEPTIONS TAKEN or FURNISH AS NOTED If the review indicates that the material equipment or work method do not comply with the Specifications copies of the submittal will be marked REJECTED Submittals with deviations that have not been identified clearly may be rejected Except at its own ink the CONTRACTOR shall not undertake the work covered by such submittals until a new submittal is made and returned marked either NO EXCEPTIONS TAKEN or FURNISH AS NOTED D Drawing I The term shop drawings includes drawings diagrams layouts schematic descriptive literature illustrations schedules performance and test data and similar materials furnished by CONTRACTOR to explain in detail specific portions of the work required by the Contract 2 CONTRACTOR shall coordinate all such drawings and review them for legibility accuracy completeness and compliance with contract requirements and shall indicate this approval thereon as evidence of such coordination and review Shop drawing submitted to the ENGINEER without evidence of CONTRACTOR s approval will be returned for resubmission 3 Shop drawing shall be clearly identified with the name and project number of this contract and references to applicable specification paragraphs and contract drawings When catalog pages are submitted applicable items shall be clearly identified 4 CONTRACTOR shall stamp his approval on shop drawings pnor to submission to the ENGINEER as indication of his checking and verification of dimensions and coordination with interrelated items Stamp shall read (CONTRACTOR s Name) represents that we have determined and verified all field dimensions and measurements field construction RRF Outlet Pipe 013303 Submittals criteria materials catalog numbers and similar data and that we have checked with the requirements of the Specifications and Drawings the Contract Documents and General Conditions Marks on drawings by CONTRACTOR shall not be in red Any marks by CONTRACTOR shall be duplicated on all copies submitted If shop drawings show variations from contract requirements CONTRACTOR shall describe such variations in writing separate from the drawings at time of submission All such variations must be approved by the ENGINEER It ENGINEER approves any such variations he shall issue an appropriate contract modification except that if the variation is minor and does not involve a change in price or in time of performance a modification need not be issued Should the CONTRACTOR propose any item on his shop drawings or incorporate an item into the work and that item should subsequently prove to be defective or otherwise unsatisfactory (regardless of the ENGINEER s preliminary review) the CONTRACTOR shall at his own expense replace the item with another item that will perform satisfactorily E Certificates For those items called for in individual sections furnish six (6) certificates of compliance from manufacturers or suppliers certifying that materials or equipment being famished under the Contract comply with the requirements of these Specifications Samples Samples shall be sufficient in size to clearly illustrate functional characteristics and full range of color texture and pattern G Effect of Review of CONTRACTOR s Submittals Review of drawings data methods of work or information regarding materials or equipment the CONTRACTOR proposes to provide shall not relieve the contractor of its responsibility for errors therein and shall not be regarded as an assumption of risks or liability by the ENGINEER or the OWNER or by any officer or employee thereof and the CONTRACTOR shall have no claim under the Contract on account of the failure or partial failure of the method of work material or equipment so reviewed A mark of NO EXCEPTIONS TAKEN' or FURNISH AS NOTED shall mean that the OWNER has no objection to the CONTRACTOR upon its own responsibility using the plan or method of work proposed or providing the materials or equipment proposed RRF Outlet Pipe 013304 Submittals PART 2 PRODUCTS (Not Applicable) PART 3 EXECUTION (Not Applicable) END OF SECTION RRF Outlet Pipe 013305 Submittals THIS PAGE INTENTIONALLY LEFT BLANK RRF Outlet Pipe 013306 Submittals SECTION 01425 STANDARD REFERF. PART1 GENERAL 1 01 SECTION INCLUDES A Reference to standards specifications manuals or codes of any technical society organization or association or to the laws or regulations of any governmental authority whether such reference be specific or by implication shall mean the latest standard specification manual code or laws or regulations in effect at the time of opening of Bids except as may be otherwise specifically stated However no provision of any referenced standard specifications manual or code (whether or not specially incorporated by reference in the Contact Documents) shall be effective to change the duties and responsibilities of OWNER CONTRACTOR or ENGINEER or any of their consultants agents or employees from those set forth in the Contract Documents nor shall it be effective to assign to ENGINEER or any of ENGINEER s Consultants agents or employees any duty or authority to supervise or direct the furnishing or performance of the Work Whenever used in the Contract Documents the following abbreviations will have the meanings listed AASHTO American Association of State Highway and Transportation Officials 444 North Capital Street N W Suite 225 Washington DC 20001 ACI American Concrete Institute P O Box 19150 Detroit MI ACPA American Concrete Pipe Association AISC American Iron and Steel Institute 150 East 42nd Street New York NY 10017 AISI Amencan Iron and Steel Institute 150 East 42nd Street New York NY 10017 ANSI American National Standards Institute Inc 1430 Broadway New York NY 10017 AREMA American Railway Engineering and Maintenance of Way Association 8201 Corporate Drive Suite 1125 Landover MD 20785 ASCE American Society of Civil Engineers 345 East 47th Street RRF Outlet Pipe 01425 1 Standard References New York NY 10017 ASTM American Society of Testing and Materials 1916 Race Street Philadelphia PA 19103 BOCA Building Officials and Code Administrators 17926 Halstead Homewood IL 60430 CISPI Cast Iron Soil Pipe Institute CRSI Concrete Reinforcing Steel Institute 180 North LaSalle Street Chicago IL 60601 CSI Construction Specifications Institute DIPRA Ductile Iron Pipe Research Associations EPA Environmental Protection Agency FEDSPEC Federal Specifications General Services Administration Specification and Consumer Information Distribution Branch Washington Navy Yard Building 197 Washington DC 20407 FEDSTDS Federal Standards (see FEDSPEC) ICBO International Conference of Building Officials 5360 South Workman Mill Road Whittier CA 90601 MILSPEC Military Specifications Naval Publications and Forms Center 5801 Tabor Avenue Philadelphia PA 19120 NIST National Institute of Standards and Technology NPC National Plumbing Code NSC National Satety Council RRF Outlet Pipe 01425 2 Standard References OSHA Occupational Safety and Health Act US Department of Labor Occupational and Health Administration San Francisco Regional Office 450 Golden Gate Avenue Box 30617 PCA Portland Cement Association PCI Prestressed Concrete Institute PS Products Standards Section U S Depart of Commerce SSPC Steel Structures Painting Council SSPWC Standard Specifications for Public Works Construction Building News Inc 3055 Overhead Avenue Los Angeles CA 90034 TCA Title Council of America UBC Uniform Building Code Published by ICBO UL Underwriter s Laboratory 207 East Ohio Street Chicago IL 60611 UMC Uniform Mechanical Code Published by ICBO UPC Uniform Plumbing Code Published by IAPMO PART 2 PRODUCTS (Not Applicable) PART 3 EXECUTION (Not Applicable) END OF SECTION RRF Outlet Pipe 01425 3 Standard References 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 by partnerships 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 13 0 SUBMISSION OF BIDS Rev 10/20/07 Section 00100 Page 5 THIS PAGE INTENTIONALLY LEFT BLANK RRF Outlet Pipe 014254 Standard References SECTION 01450 MATERIALS TESTING PARTI GENERAL 101 SECTION INCLUDES A Provide such equipment and facilities as are required for conducting field tests and for collecting and forwarding samples Do not use any materials or equipment represented by samples until tests if required have been made and the materials or equipment found to be acceptable Any product which becomes unfit for use after approval thereof shall not be incorporated into the work B Tests shall be made by an accredited testing laboratory selected by the OWNER Except as otherwise provided sampling and testing of all materials and the laboratory methods and testing equipment shall be in accordance with the latest standards and tentative methods of the American Society for Testing Materials (ASTM) and the American Association of Highway and Transportation Officials (AASHTO) C Where additional or specitc information concerning testing methods sample sizes etc is required such information is included under the applicable sections of the Specifications Any modification of or elaboration on these test procedures which may be included for specific materials under their respective Sections in the Specifications shall take precedence over these procedures 102 OWNER S RESPONSIBILITIES A The OWNER shall be responsible for and shall pay all costs in connection with the following testing I Soils compaction tests 2 Trench backfill 3 Tests not called for by the Specifications of materials delivered to the site 4 Concrete tests 103 CONTRACTOR S RESPONSIBILITIES A In addition to those inspections and tests called for in the General Conditions CONTRACTOR shall also be responsible for and shall pay all costs in connection with testing required for the following 1 Concrete materials and mix designs 2 Gradation tests for embedment fill and backfill materials 3 All performance and field testing specifically called for by the Specifications 4 All retesting for work or materials found defective or unsatisfactory including tests covered under 1 02 above RRF Outlet Pipe 01450 1 Materials Testing 5 Water quality testing required by discharge pernuts 104 TRANSMITTAL OF TEST REPORTS Written reports of tests and engineering data furnished by CONTRACTOR for ENGINEER s review of materials and equipment proposed to be used in the work shall be submitted as specified for Shop Drawings The testing laboratory retained by the OWNER will furnish three (3) copies of a written report of each test performed by laboratory personnel in the field or laboratory Two (2) copies of each test report will be transmitted to the ENGINEER and one (1) copy to the CONTRACTOR within seven (7) days after each test is completed PART 2 PRODUCTS (Not Applicable) PART 3 EXECUTION (Not Applicable) END OF SECTION RRF Outlet Pipe 014502 Materials Testing SECTION 01555 TRAFFIC REGULATION PART1 GENERAL 101 SECTION INCLUDES A Conformance Latimer County Traffic Control Regulations City of Fort Collins Work Area Traffic Control Handbook Manual of Uniform Traffic Control Devices (US Department of Transportation) or applicable statutory requirements of authority having jurisdiction Fort Collins Handbook takes precedence over Manual of Uniform Traffic Control Devices B Operations on or about traffic areas and provisions for regulating traffic will be subject to the regulation of governmental agencies having jurisdiction over the affected areas C Keep traffic areas free of excavated material construction equipment pipe and other materials and equipment D Keep fire hydrants and water control valves free from obstruction and available for use at all times E Conduct operations in a manner to avoid unnecessary interference with public and private roads and drives 102 TRAFFIC CONTROL PLAN A The Traffic Control Plan is to be used as a guideline for the CONTRACTOR Adjustments to the approved plan may be required by the OWNER based on actual traffic operation B Traffic control shall be provided by the CONTRACTOR 103 FLAGMEN A Required where necessary to provide for public safety or the regulation of traffic or by jurisdictional authorities B Shall be properly equipped and certified by ATSSA 104 WARNING SIGNS AND LIGHTS A Provide barricades and warning signs for I Open trenches and other excavations 2 Obstructions such as material piles equipment (moving or parked) piled embankment B Illuminate by means of warning lights all barricades and obstructions from sunset to sunrise C Protect roads and driveways by effective barricades on which are placed acceptable RRF Outlet Pipe 01555 1 Traffic Regulation warning signs D Barricades and warning signs must be acceptable to the ENGINEER 105 PARKING A The CONTRACTOR shall designate parking areas with the approval of the OWNER for the use of all construction workers and others pertormmg work or furnishing services in connection with the project so as avoid interference with public traffic OWNER s operations or construction activities 106 ROADWAY USAGE BETWEEN OPERATIONS A At all times when work is not actually in progress CONTRACTOR shall make passable and shall open to traffic such portions of the project and temporary roadways or portions thereof as may be agreed upon between CONTRACTOR and OWNER and all authorities having jurisdiction over any properties involved 107 WORK AREA SAFETY A The CONTRACTOR shall maintain a safe work area and protect area residents motorists bicyclists pedestrians and children from work area hazards B The CONTRACTOR shall provide all work area safety control devices such as barricades and safety fence around all excavations and drop offs C Work area safety control devices will not be paid for separately Cost for this equipment should be included in the unit costs for the work items which will require work area safety control devices PART 2 PRODUCTS (Not Applicable) PART 3 EXECUTION (Not Applicable) END OF SECTION RRF Outlet Pipe 01555 2 Traffic Regulation SECTION 01635 SUBSTITUTIONS AND PRODUCT OPTIONS PART1 GENERAL 101 SECTION INCLUDES A Description This section describes the procedure required by the CONTRACTOR for product substitutions 2 Requests for Substitution a Base all bids on materials equipment and procedures specified b Certain types of equipment and kinds of material are described in specifications by means of trade names and catalog numbers and/or manufacturer s names Where this occurs it is not intended to exclude from consideration such types of equipment and kinds of material bearing other trade names catalog numbers and/or manufacturer s names capable of accomplishing purpose of types of equipment or lands of material specifically indicated c Other types of equipment and kinds of material may be acceptable to the OWNER and ENGINEER d Types of equipment kinds of material and methods of construction it not specifically indicated must be approved in writing by ENGINEER and the OWNER 3 Submission of Requests for Substitution a After Notice to Proceed the OWNER/ENGINEER will consider written requests for substitutions of products materials systems or other items b The ENGINEER reserves the right to require substitute items to comply color and pattern wise with base specified items if necessary to secure design intent c Submit six (6) copies of request for substitution Include in request 1) Complete data substantiating compliance of proposed substitute with Contract Documents 2) For products Product identification including manufacturer s name u Manufacturer s literature marked to indicate specific model type size and options to he RRF Outlet Pipe 01635 1 Substitutions and Product Options considered Product description performance and test data reference standards difference in power demand dimensional differences for specified unit ui Name and address of similar projects on which product was used date of installation and field performance data 3) For construction methods Detailed descnption of proposed method u Drawings illustrating methods 4) Itemized comparison of proposed substitution with product or method specified 5) Data relating to changes in construction schedule 6) Relation to separate contracts 7) Accurate cost data on proposed substitution in comparison with product or method specified d In making request for substitution or in using an approved substitute item Supplier/Manufacturer represents l) He has personally investigated proposed product or method and has determined that it is equal or supenor in all respects to that specified and that it will perform function for which it is intended 2) He will provide same guarantee for substitute item as for product or method specified 3) He will coordinate installation of accepted substitution into work to include building modifications if necessary making such changes as may be required for work to be complete in all aspects 4) He waives all claims for additional costs related to substitution which subsequently become apparent 4 Substitutions a Request sufficiently in advance to avoid delay in construction RRF Outlet Pipe 01635 2 Substitutions and Product Options 5 CONTRACTOR s Option a For products specified only by reference stindards select any product meeting standards by any manufacturer indicate selected type in submission b For products specified by naming several products or manufacturers select any product and manufacturer named indicate selected type in submission c For products specified by naming one or more products but indicating option of selecting equivalent products by stating or equivalent after specified product CONTRACTOR must submit request as required for substitution for any product not specifically named 6 Rejection of Substitution or Optional Item a Substitutions and/or options will not be considered it l) They are indicated or implied on shop drawings or project data submittals without formal request submitted in accordance with this section PART 2 PRODUCTS (Not Applicable) PART 3 EXECUTION (Not Applicable) END OF SECTION RRF Outlet Pipe 01635 3 Substitutions and Product Options THIS PAGE INTENTIONALLY LEFT BLANK RRF Outlet Pipe 016354 Substitutions and Product Options SECTION 01650 MATERIAL DELIVERY, STORAGE, AND HANDLING PART1 GENERAL 101 SECTION INCLUDES A Equipment products and materials shall be shipped handled stored and installed in ways which will prevent damage to the items Damaged items will not be permitted as part of the work except in cases of minor damage that have been satisfactorily repaired and are acceptable to the ENGINEER PART 2 PRODUCTS (Not Applicable) PART 3 EXECUTION (Not Applicable) END OF SECTION RRF Outlet Pipe 01650 1 Material Delivery Storage and Handling 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) and delivered 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 mayor 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 Rev 10/20/07 Section 00100 Page 6 THIS PAGE INTENTIONALLY LEFT BLANK RRF Outlet Pipe 016502 Material Delivery Storage and Handling PART1 GENERAL 1 01 SECTION INCLUDES A General SECTION 01710 SITE CONDITIONS The CONTRACTOR acknowledges that he has satisfied himself as to the nature and location of the work the general and local conditions particularly those bearing upon access to the site handling storage and disposal of materials availability of water electricity and roads uncertainties of weather nver stages water flow rates and levels in irrigation ditches and canals or similar physical conditions at the site the conformation and conditions of the ground the equipment and facilities needed preliminary to and during the execution of the work and all other matters which can in any way affect the work or the cost thereof under this Contract The CONTRACTOR further acknowledges that he has satisfied himself as to the character quality and quantity of surface and subsurface materials to be encountered from his inspection of the site and from reviewing any available records of exploratory work furnished by the OWNER or included in these Documents Failure by the CONTRACTOR to acquaint himself with the physical conditions of the site and all the available information will not relieve him from responsibility for properly estimating the difficulty or cost of successfully performing the work The CONTRACTOR warrants that as a result of his examination and investigation of all the aforesaid data that he can perform the work in a good and workmanlike manner and to the satisfaction of the OWNER The OWNER assumes no responsibility for any representations made by any of its officers or agents during or prior to the execution of this Contract unless (1) such representations are expressly stated in the Contract and (2) the Contract expressly provides that the responsibility therefore is assumed by the OWNER PART2 PRODUCTS MINION IQ1MOM aINN I[I]ego] Oki Ih[KIAID]IIto] `►69 A Any information obtained by the ENGINEER regarding site conditions Subsurface information groundwater elevations existing construction of site facilities and similar data will be available for inspection as applicable at the office of the ENGINEER upon request Such information is offered as supplementary information only Neither the ENGINEER nor the OWNER assumes any responsibility for the completeness or interpretation of such supplementary information Differing Subsurface Conditions In the event that the subsurface or latent physical conditions are found materially different from those indicated in these Documents and differing materially from those ordinarily encountered and generally RRF Outlet Pipe 01710 1 Site Conditions recognized as inherent in the character of work covered in these Contract Documents the CONTRACTOR shall promptly and before such conditions are disturbed notify the ENGINEER in writing of such changed conditions The ENGINEER will investigate such conditions promptly and following this investigation the CONTRACTOR shall proceed with the work unless otherwise instructed by the ENGINEER If the ENGINEER finds that such conditions do so materially duffer and cause an increase or decrease in the cost of or in the time required for performing the work the ENGINEER will recommend to the OWNER the amount of adjustment in cost and time he considers reasonable The OWNER will make the final decision on all Change Orders to the Contract regarding any adjustment in cost or time for completion Underground Utilities Known utilities and structures adjacent to or encountered in the work are shown on the Drawings The locations shown are taken from existing records and the best information available from existing utility plans however it is expected that there may be some discrepancies and omissions in the locations and quantities of utilities and structures shown Those shown are for the convenience of the CONTRACTOR only and no responsibility is assumed by either the OWNER or the ENGINEER for their accuracy or completeness PART3 EXECUTION 301 GENERAL A Where the CONTRACTORS operations could cause damage or inconvenience to railway telegraph telephone television oil gas electricity water sewer or imgation systems the operations shall be suspended until all arrangements necessary for the protection of these utilities and services have been made by the CONTRACTOR B Notify all utility offices which are affected by the construction operation at least 48 hours inadvance Under no circumstances expose any utility without first obtaining permission trom the appropriate agency Once permission has been granted locate expose and provide temporary support for all existing underground utilities C The CONTRACTOR shall protect all utility poles from damage If interfering power poles telephone poles guy wires or anchors are encountered notify the ENGINEER and the appropriate utility company at least 48 hours in advance of construction operations to permit the necessary arrangements for protection or relocation of the interfering stricture D The CONTRACTOR shall be solely and directly responsible to the owner and operators of such properties for any damage injury expense loss inconvenience delay suits actions or claims of any character brought because of any injuries or damage which may result from the construction operations under this Contract E Neither the OWNER nor its officers or agents shall be responsible to the CONTRACTOR for damages as a result of the CONTRACTOR s failure to protect RRF Outlet Pipe 017102 Site Conditions utilities encountered in the work F If the CONTRACTOR while performing the Contract discovers utility facilities not identified in the Drawings or Specifications he shall immediately notify the OWNER utility and the ENGINEER in writing G In the event of interruption to domestic water sewer storm drain or other utility services as a result of accidental breakage due to construction operations promptly notify the proper authority Cooperate with said authority in the restoration of service as promptly as possible and bear all costs of repair H The CONTRACTOR shall replace at his own expense any and all other existing utilities or structures removed or damaged during construction unless otherwise provided for in these Contract Documents or ordered by the ENGINEER 3 02 INTERFERING STRUCTURES A The CONTRACTOR shall take necessary precautions to prevent damage to existing structures whether on the surface aboveground or underground An attempt has been made to show major structures on the Drawings The completeness and accur tcy cannot be guaranteed and it is presented simply as a guide to avoid known possible difficulties 3 03 FIELD RELOCATION A During the progress of construction it is expected that minor relocations of the work will be necessary Such relocations shall be made only by direction of the ENGINEER If existing structures are encountered that prevent the construction and that are not properly shown on the Drawings notify the ENGINEER before continuing with the construction in order that the ENGINEER may make such field revision as necessary to avoid conflict with the existing structures If the CONTRACTOR shall fad to so notify the ENGINEER when an existing structure is encountered and shall proceed with the construction despite the interference he shall do so at his own risk 304 EASEMENTS A Where portions of the work are located on public or private property easements and permits will be obtained by the OWNER Easements will provide for the use of the property for construction purposes to the extent indicated on the easements Copies of these easements and permits are available upon request to the OWNER It shall be the CONTRACTOR s responsibility to determine the adequacy of the easement obtained in every case and to abide by all requirements and provisions of the easement The CONTRACTOR shall confine his construction operations to within the easement limits or make special arrangements with the property owners or appropriate public agency for the additional area required Any damage to property either inside or outside the limits of the easements provided by the OWNER shall be the responsibility of the CONTRACTOR as specified herein The CONTRACTOR shall remove protect and replace all fences or other items encountered on public or private property Before final payment will be authorized by the ENGINEER the CONTRACTOR will be required to furnish the OWNER with written releases from property owners or public agencies where side agreements or special easements have been made by the CONTRACTOR or where the CONTRACTORS operations for any reason have not been kept within the construction right of way obtained by the OWNER RRF Outlet Pipe 017103 Site Conditions B It is anticipated that the required easements and permits will be obtained before construction is started However should the procurement of any easement or permit be delayed the CONTRACTOR shall schedule and perform the work around these areas until such a time as the easement or permit has been secured 3 05 LAND MONUMENTS A The CONTRACTOR shall notify the ENGINEER of any existing Federal State City County and private land monuments encountered Private monuments shall be preserved or replaced by a licensed surveyor at the CONTRACTOR s expense When Government monuments are encountered the CONTRACTOR shall notify the ENGINEER at least two (2) weeks in advance of the proposed construction in order that the ENGINEER will have ample opportunity to notify the proper authority and reference these monuments for later replacement END OF SECTION RRF Outlet Pipe 017104 Site Conditions SECTION 01715 TREE, LANDSCAPE, VEGETATION, AND WETLAND PROTECTION PART1 GENERAL 101 SECTION INCLUDES A The work for this section consists of protecting existing trees landscape wetlands and adjacent vegetation The CONTRACTOR must take special care to avoid damaging existing trees and vegetation in areas that do not need to be disturbed to complete Construction PART 2 PRODUCTS (Not Applicable) PART EXECUTION 3 01 SUBMITTAL REQUIREMENTS A The CONTRACTOR shall submit a plan for on site haul of materials prior to construction The plans shall include points of access to and from the site and shall show a workable system of on site haul routes that protect existing landscaped and wetland areas This plan shall be submitted to the ENGINEER for his review and comment prior to the commencement of any work The plan will be discussed with the CONTRACTOR to insure protection of existing vegetation but the ENGINEER shall not dictate haul routes or construction methods to the CONTRACTOR Note that the Natural Resources Department may dictate haul routes within the city designated Natural area 3 02 CONSTRUCTION REQUIREMENTS A Protected areas will be marked in the Held one time by the OWNER and ENGINEER No access of construction vehicles or workers on foot is permitted through protected areas No material shall be stockpiled no equipment shall be parked or repaired within these areas B Trees and vegetation to be saved that do not tall within the limits of protected areas shall be marked one time in the field by the OWNER and ENGINEER The CONTRACTOR shall erect fencing if there is risk of damage caused by construction operations Vehicular and pedestrian traffic shall be limited to performing work in areas marked Through traffic and stock piling of equipment and materials are not permitted within marked areas C No construction roads are to be created within the drop lines of any trees or other vegetation designated to be saved without approval of the ENGINEER D All trees which will be preserved but are within the limits of construction must be protected from all damage associated with construction A sturdy physical barrier (florescent orange in color) must be fixed in place around each tree for the duration of construction This barrier will be placed no closer than 6 feet from the trunk or the drip line whichever is greater The barrier itself must be fixed so it cannot be moved easily but the material can be flexible such as orange snow fence attached to T posts dnven into the ground and must act as an effective deterrent to deliberate or accidental damage of each tree Actual materials and location of barrier must be approved by the OWNER s RRF Outlet Pipe 01715 1 Tree Landscape Vegetation and Wetland Protection representatives (t e Natural Resources and City Forester) and ENGINEER The cost of these tree protection measures are to be borne solely by the CONTRACTOR E The movement or storage of equipment material debris or fill within these required protective barriers is completely prohibited Any trees damaged during construction shall be immediately repaired by an approved tree surgeon Any tree judged by the ENGINEER to be damaged beyond repair shall be removed at the CONTRACTOR s expense For each tree erroneously removed or damaged beyond repair an assessment shall be immediately withheld from the CONTRACTOR s progress payments This assessment shall be equal to the value of the tree prior to damage This assessment shall be determined by i tree appraiser selected by the OWNER and paid for by the CONTRACTOR The cost for hiring the appraiser shall also be withheld from the CONTRACTOR s progress payments In addition to the paying of the assessment the CONTRACTOR shall replace each damaged tree per OWNER S standards for tree mitigation G The CONTRACTOR shall pay an assessment if he disturbs any grasses shrubs and/or cattails located within the protected areas The assessment shall not exceed one dollar ($1 00) per square foot of disturbance and will be immediately withheld from the CONTRACTOR s progress payments In addition to the paying of the assessment the damaged vegetation shall be replaced with an equal value per square foot of damage Replacements shall be planted in accordance with the provisions outlined in these Specifications Damaged wetland areas shall be replaced and then seeded with a wetland seed mix in accordance with these Specifications or as directed by the ENGINEER END OF SECTION RRF Outlet Pipe 01715 2 Tree Landscape Vegetation and Wetland Protection SECTION 01720 FIELD ENGINEERING AND SURVEYING PART GENERAL 1 01 SECTION INCLUDES A Surveying The CONTRACTOR will provide construction surveying for the project The CONTRACTOR shall protect all survey monuments and construction stakes If it is unavoidable to remove a survey monument or construction stakes the CONTRACTOR is responsible for notifying the Surveyor and allowing enough time for the monuments or stakes to be relocated The CONTRACTOR will be responsible for the cost of restaking construction stakes and for the cost of reestablishing a destroyed monument The CONTRACTOR shall be responsible for transferring the information from the construction staked to any necessary forms and for constructing all pipelines drainage ways pavements inlets walls and other structures in accordance with the information on the stakes and grade sheets supplied by the OWNER B Supervision The CONTRACTOR shall have supervision knowledge of the project requirements and proper installation and construction procedures available in the field at all times that work is progressing PART 2 PRODUCTS (Not Applicable) PART 3 EXECUTION (Not Applicable) END OF SECTION THIS PAGE INTENTIONALLY LEFT BLANK RRF Outlet Pipe 01720 1 Field Engineering and Surveying SECTION 01745 ENVIRONMENTAL CONTROLS PART1 GENERAL IRol t1*0IMuI►(yIttof.]M1 A The work of this section consists of obtaining permits and providing environmental controls consistent with regulatory permits through the duration of the work required under this project PART PRODUCTS 2 01 MATERIALS A Dust Control Dust control agents may be necessary in addition to wetting down with water Dust control agents may be used only after prior approval by the OWNER PART EXECUTION 301 Dust Control Application A The CONTRACTOR shall execute work by methods to minimize raising dust from construction operations B The CONTRACTOR shall provide and apply dust control at all times including evenings holidays and weekends as required to abate dust nuisance on and about the site that is a direct result of construction activities The use of non approved chemicals oil or similar palliatives will not be allowed Dust control agents may be used only after prior approval of the OWNER The CONTRACTOR shall be required to provide sufficient quantities of equipment and personnel for dust control sufficient to prevent dust nuisance on and about the site C The OWNER will have authority to order dust control work whenever in its opinion it is required and there shall be no additional cost to the OWNER The CONTRACTOR shall be expected to maintain dust control measures effectively whether the OWNER or ENGINEER specifically orders such Work 3 02 PRESERVATION OF NATURAL FEATURES A Confine operations as much as possible Exercise special care to maintain natural surroundings in an undamaged condition Within the work limits bamcade trees rock outcroppings and natural features to be preserved 3 03 HOUSEKEEPING A Keep project neat orderly and in a safe condition at all times Store and use equipment tools and materials in a manner that does not present a hazard RRF Outlet Pipe 01745 1 Environmental Controls Immediately remove all rubbish Do not allow rubbish to accumulate Provide on site containers for collection of rubbish and dispose of it at frequent intervals during progress of work 304 DISPOSAL A Disposal of Waste (Unsuitable) Materials All material determined by the ENGINEER to be waste will be disposed of in approved landfill in a manner meeting all regulations Dispose of waste materials legally at public or private dumping areas Do not bury wastes inside of the limits of construction All costs for dump feet permits etc to be home by the CONTRACTOR B Disposal of Garbage and Other Construction Materials Provide sanitary containers/dumpsters and haul away contents such that no overflow exists C Excess excavation shall become the property of the CONTRACTOR and shall be legally disposed of by him outside the limits of construction to an approved disposal site Excess excavated material suitable for backfill shall not be disposed of until all backfill operations are complete D The CONTRACTOR is to immediately inform ENGINEER of any hazardous materials encountered during construction Dispose of waste materials legally at private or public facilities 3 05 BURNING A No burning of debris will be permitted 3 06 WATER CONTROL A The project work is located within a natural drainage course is subject to periodic flooding due to rainfall and snowmelt flows for adjacent developed areas and storm water pipes and ground water flows from saturated soils or other ground water sources Refer to Section 02240 for Water Control and Dewatenng requirements 3 07 NOISE CONTROL A All mechanical equipment shall be equipped with the best available mufflers to reduce noise The CONTRACTOR shall be responsible for obtaining any necessary permits and shall limit noise to the perntted levels Noise level monitoring shall be performed by the CONTRACTOR as necessary to show that the permitted levels are not being exceeded 308 PERMITS A All work must be performed in accordance with all applicable regulatory permits It shall be the responsibility of the CONTRACTOR to obtain a Groundwater Discharge (402) Permit from the Colorado Department of Public Health and Environment for any dewatering operations that will be discharged into any RRF Outlet Pipe 017452 Environmental Controls 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 Rev 10/20/07 Section 00100 Page 7 dramageways open channels or irrigation ditches The CONTRACTOR shall be responsible for any testing required under the 402 Permit It shall also be the responsibility of the CONTRACTOR to apply for and obtain a State of Colorado Stormwater Discharge Permit and to prepare and gam approval of a Stormwater Management Plan (SWMP) All costs tot this permit shall be the responsibility of the CONTRACTOR B The OWNER will obtain the following permits • 404 permit • City of Fort Collins and/or Lanmer County Floodplam Permit C It shall be the responsibility of the CONTRACTOR to prepare and obtain an approved Erosion and Sediment Control Plan from the OWNER The CONTRACTOR must obtain all other applicable permits END OF SECTION RRF Outlet Pipe 01745 3 Environmental Controls THIS PAGE INTENTIONALLY LEFT BLANK RRF Outlet Pipe 017454 Environmental Controls SECTION 01780 CONTRACT CLOSEOUT PART1 GENERAL 1 01 SECTION INCLUDES A The following project closeout procedure defines the responsibilities of the CONTRACTOR OWNER and ENGINEER in closing the project Step 1 CONTRACTOR advises the ENGINEER in wnting that he has reached Substantial Completion and provides a list of items to be completed or corrected Closeout may be conducted by areas or portions of the work if requested by the OWNER Step 2 ENGINEER inspects the work to determine if it is substantially complete and issues a Certificate of Substantial Completion plus a Punch List of items to be completed or corrected Substantial Completion Definition I Reference General Conditions Substantial Completion Step 3 CONTRACTOR completes and/or corrects all punch list items and notifies the ENGINEER in wnting that his work is ready for final inspection At this time a final application for payment is submitted Step 4 ENGINEER makes final inspection When the work is found to be acceptable under the Contract Documents and the Contract fully performed the ENGINEER will issue a final Certificate for Payment B Final Paperwork Poor to Final Payment and Acceptance the CONTRACTOR shall deliver the following items to the ENGINEER I CONTRACTOR s Two Year Correction Period 2 All Guarantees Warranties and Submittals as specified 3 Receipts for Extra Materials Delivered to the OWNER 4 Final Application for Payment 5 Consent of Surety to Final Payment 6 CONTRACTOR s Affidavit of Release of Liens 7 Releases from Property Owners for Special Easements 8 Project Record Documents RRF Outlet Pipe 01780 1 Contract Closeout 9 Red lined as built drawings (a k a Drawings of Record or Record Drawings ) C Definition for Substantial Completion 1 All of the following work must be complete a Pipe and headwalls and gates are complete and in place b All final grading complete over the new pipe d All buried riprap in place and all ground preparation and seeding complete D Definition for Final Completion I All Work must be complete for Final Completion PART 2 PRODUCTS (Not Applicable) PART 3 EXECUTION (Not Applicable) END OF SECTION RRF Outlet Pipe 017802 Contract Closeout DIVISION 2 — SITE WORK SECTION 02230 SECTION 02235 SECTION 02240 SECTION 02315 SECTION 02320 SECTION 02370 SECTION 02375 SECTION 02610 SECTION 02635 SECTION 02920 SECTION 02921 RRF Outlet Pipe CLEARING AND GRUBBING TOP SOIL WATER CONTROL AND DEWATERING EXCAVATION AND EMBANKMENT TRENCH EXCAVATION AND BACKFILL EROSION AND SEDIMENT CONTROL RIPRAP AND BEDDING CONCRETE PIPE MANHOLE STRUCTURES GRASSES GROUND PREPARATION FOR SEEDING SECTION 02230 CLEARING AND GRUBBING PART1 GENERAL 101 SECTION INCLUDES A This work consists of clearing grubbing removing and disposing of vegetation and debris within the limits of the project site as shown on the Drawings and as required by the Work Vegetation and objects designated to remain shall be preserved free from injury or defacement 102 RELATED SECTIONS A Section 02315 Excavation and Embankment PART 2 PRODUCTS (Not Applicable) PART 3 EXECUTION 3 01 CONSTRUCTION REQUIREMENTS A The OWNER will designate all trees shrubs plants and other objects to remain Any object that is designated to remain and is damaged shall be repaired or replaced as directed by the OWNER at the CONTRACTOR s expense Clearing and grubbing shall extend to the toe of fill or the top of cut slopes unless otherwise designated All surface objects trees stumps roots and other piotrudmg obstructions not designated to remain shall be cleared and grubbed including mowing as required Undisturbed stumps roots and nonperishable solid objects located two feet or more below subgrade or embankment slope may remain in place In areas to be rounded at the tops of backslopes stumps shall be removed to at least two feet below the surface of the final slope line Except in areas to be excavated all holes resulting from the removal of obstructions shall be backfilled with suitable material and compacted in accordance with Section 02315 No material or debris shall be disposed of within the project limits All cleared timber shall be removed from the project and shall become the property of the CONTRACTOR All tnmmmg shall be done in accordance with good tree surgery practices The maximum tree diameter included for removal in this section shall be 12 inches The CONTRACTOR shall scalp the areas within the excavation or embankment grading limits Scalping shall include the removal from the ground surface of sawdust and other vegetation matter END OF SECTION RRF Outlet Pipe 02230 1 Clearing and Grubbing THIS PAGE INTENTIONALLY LEFT BLANK RRF Outlet Pipe 022302 Clearing and Grubbing SECTION 02235 TOPSOIL PART1 GENERAL 1 01 SECTION INCLUDES A This work consists of stripping salvaging and stockpiling topsoil and excavating suitable topsoil from stockpiles contractor sources available sources or from the approved natural ground cover to place on designated areas It shall include the placing of topsoil upon constructed cut and fill slopes after grading operations are completed 102 RELATED SECTIONS A Section 02230 — Clearing and Grubbing B Section 02315 — Excavation and Embankment PART2 PRODUCTS 201 MATERIALS A Topsoil shall consist of loose friable loam free of subsoil refuse stumps roots rocks brush weeds heavy clay hard clods toxic substances or other material which would be detrimental to its use on the project Topsoil shall consist of natural on site ground cover or hauled material from oft site sources Wetland topsoil material shall consist of moist organic soil including any existing wetland vegetation and seeds to be excavated from areas as shown on the plans or as directed by the ENGINEER or OWNER PART 3 EXECUTION 3 01 CONSTRUCTION REQUIREMENTS A Topsoil within the limits of the project shall be salvaged prior to beginning hauling excavating or fill operations by excavating and stockpiling the material at designated locations in a manner that will minimize sediment damage and not obstruct natural drainage Topsoil shall be placed directly upon completed cut and till slopes whenever conditions and the progress of construction will permit B No soil stockpile shall exceed ten (10) feet in height All sod stockpiles shall be protected from sediment transport by surface roughening watering and perimeter silt fencing Any soil stockpile remaining after 30 days shall be seeded and mulched C Topsoil shall be placed at locations and to a thickness of not less than 4 inches and shall be keyed to the underlying material by the use of harrows rollers or other suitable equipment RRF Outlet Pipe 02235 1 Topsoil Water shall be applied to the topsoil as designated in the Contract in a fine spray by nozzles or spray bus so the topsoil areas will not be washed or eroded Salvaged topsoil exceeding the quantity required under the Contract shall be disposed of at the CONTRACTOR s expense END OF SECTION RRF Outlet Pipe 02235 2 Topsoil SECTION 02240 WATER CONTROL AND DEWATERING PART1 GENERAL 101 SECTION INCLUDES A The work of this section consists of controlling groundwater site drainage and storm flows during construction The CONTRACTOR is cautioned that the work involves construction in and around drainage channels local streams or rivers and areas of local drainage These areas are subject to frequent periodic inundation 102 RELATED SECTIONS A Section 02315 — Excavation and Embankments PART2 PRODUCTS 2 01 MATERIALS A On site materials may be used within the limits of construction to construct temporary dams and berms The materials such as plastic sheeting sand bags and storm sewer pipe may also be used if desired by the CONTRACTOR PART 3 EXECUTION 3 01 CONSTRUCTION REQUIREMENTS A General For all excavation the CONTRACTOR shall provide suitable equipment and labor to remove water and he shall keep the excavation dewatered so that construction can be camed on under dewatered conditions where required by the Drawings and Specifications Water control shall be accomplished such that no damage is done to adjacent channel banks or structures The CONTRACTOR is responsible for investigating and familiarizing himself with all site conditions that may atfect the work including surface water level of groundwater and the time of year the work is to be done All excavations made as part of dewatenng operations shall be backtilled with the same type matenal as was removed and compacted to 95% of Maximum Standard Proctor Density (ASTM D698) except where replacement by other materials and/or methods are required The cost for this excavation and backtdhng shall be included in the Construction Dewatenng bid item The CONTRACTOR shall conduct his operation in such a manner that storm or other waters may proceed uninterrupted along their existing drainage courses By submitting a bid the CONTRACTOR acknowledges that he has investigated the risk arising from such waters and has prepared his bid accordingly and assumes all of said risk At no time during construction shall the CONTRACTOR affect existing surface or subsurface drainage pattems of adjacent property Any damage to adjacent property resulting from the CONTRACTOR s alteration of surface or subsurface drainage patterns shall be repaired by the CONTRACTOR at no additional cost to the OWNER CONTRACTOR shall remove all temporary water control facilities when they are no longer needed or at the completion of the project RRF Outlet Pipe 02240 1 Water Control and Dewatenng 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 shall deliver one fully signed counterpart to CONTRACTOR Each counterpart is to be accompanied by a complete set of the Drawings with appropriate identification 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 are 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 Revco/20/07 Section 00100 Page 8 Pumps and generators used for dewatering and water control shall be quiet equipment enclosed in sound deadening devices B Surface Water Control Surface water control generally falls in to the following categories Normal low flows along the channel 2 Storm/flood flows along the channel 3 Flows from existing storm dram pipelines and 4 Local surface inflows not conveyed by pipelines The CONTRACTOR shall coordinate evaluate design construct and maintain temporary water conveyance systems These systems shall not worsen flooding alter major flow paths or worsen flow characteristics during construction The CONTRACTOR is responsible to ensure that any such worsening of flooding does not occur The CONTRACTOR is solely responsible for determining the methods and adequacy of water control measures At a minimum the CONTRACTOR will be responsible for diverting the quantity of surface flow around the construction area so that the excavations will remain free of surface water for the time it takes to install these materials and the time required for curing of any concrete or grout The CONTRACTOR is cautioned that the minimum quantity of water to be diverted is for erosion control and construction purposes and not for general protection of the construction site It shall be the CONTRACTOR s responsibility to determine the quantity of water which shall be diverted to protect his work from damage caused by storm water The CONTRACTOR shall at all times maintain a flow path for all channels Temporary structures such as berms sandbags pipeline diversions etc may be permitted for the control of channel flow as long as such measures are not a major obstruction to flood flows do not worsen flooding or alter historic flow routes C Groundwater Control The CONTRACTOR shall install adequate measures to maintain the level of groundwater below the foundation subgrade elevation and maintain sufficient hearing capacity for all structures pipelines earthwork and rock work Such measures may include but are not limited to installation of perimeter subdrams pumping from drilled holes or by pumping from sumps excavated below the subgrade elevation The foundation hearing surfaces are to be kept dewatered and stable until the structures or other types of work are complete and backhlled Disturbance of foundation subgrade by CONTRACTOR operations shall not be considered as originally unsuitable foundation subgrade and shall be repaired at CONTRACTOR s expense Any temporary dewatermg trenches or well points shall be restored following dewatermg operations to reduce permeability in those areas as approved by the ENGINEER CONTRACTOR is to restore any areas disturbed by the dewatermg operations to their original condition RRF Outlet Pipe 022402 Water Control and Dewatenng D Contaminated Groundwater Control CONTRACTOR shall not discharge contaminated water exceeding local State and/or Federal limits to above ground channels or watercourses END OF SECTION RRF Outlet Pipe 022403 Water Control and Dewatenng THIS PAGE INTENTIONALLY LEFT BLANK RRF Outlet Pipe 022404 Water Control and Dewatenng SECTION 02315 EXCAVATION AND EMBANKMENT PART GENERAL 1 01 SECTION INCLUDES A This work shall consist of excavation embankment fill disposal of excess material shaping and compaction of all material encountered within the limits of work including excavation and backfill for structures The excavation shall include but is not limited to the native sods which must be excavated for the project work All work shall be completed in accordance with these Specifications and the Imes and grades on the Drawings 102 DEFINITIONS A Unclassified Excavation shall consist of the excavation of all materials on site to final grades excluding the bid items included in Section 02220 Excavation of unsuitable material will only be paid for if it is found to be unsuitable in its original state B Muck Excavation shall consist of the removal and disposal of mixtures of soils and organic matter not suitable for foundation material and replacement with approved material Material damaged due to ram or weather will not be paid for as Muck excavation and is entirely the responsibility of the CONTRACTOR C Rock Excavation shall consist of igneous metamorphic and sedimentary rock which cannot be excavated without the use of rippers and all boulders or other detached stones each having a volume of 1/2 cubic yard or more as determined by physical or visual measurement It shall also include replacement with approved material as required D Embankment (Complete in Place) shall consist of placing all excavated material except material being hauled and disposed as embankment and compacted to final grades as specified in the Contract Documents and on the Drawings 103 DESCRIPTION A This work shall consist of excavation disposal placement and compaction of all material encountered within the limits of the work and not being completed under some other item necessary for the construction of the project in accordance with the Specifications and the lines grades and typical cross sections shown on the Drawings All excavation will be classified unclassified excavation or muck excavation or rock excavation as hereafter described All embankment will be classified embankment material as hereafter described 1 04 RELATED SECTIONS A Section 02230 — Clearing and Grubbing B Section 02240 — Water Control and Dewatenng RRF Outlet Pipe 02315 1 Excavation and Embankment 105 QUALITY ASSURANCE A Final topography and/or cross sections will be surveyed of areas that are to finished grade and compared to the design section for accuracy Final grade shall match design grades within the tolerances discussed in PART 3 EXECUTION PART PRODUCTS 2 01 MATERIALS A Embankment material may consist of approved material acquired from excavations or material hauled from outside the project limits Suitable matenal identified on site shall be used first for embankments and backfill Excess excavated native soils which are not used as embankment or backfill shall become the property of the CONTRACTOR and shall be disposed of off site by the CONTRACTOR in a location acceptable to the ENGINEER B Muck excavation encountered in all areas shall also include the replacement of excavated muck with uniformly graded rock nprap on site or imported soils or other matenal whichever is most suitable for the specific situation encountered The ENGINEER will determine which type of aggregate or other material which shall be used after observing the specific site conditions PART 3 EXECUTION 3 01 GENERAL EXCAVATION/EMBANKMENT A General The excavation and embankment for the project work shall be finished to reasonably smooth and uniform surfaces Variation from the subgrade plane shall not be more than 08 feet in sod or more than 08 feet above or 50 below in rock Where bituminous or concrete surfacing materials are to be placed directly on the subgrade the subgrade plane shall not vary more than 0 04 feet Materials shall not be wasted without permission of the ENGINEER Excavation operations shall be conducted so that matenal outside of the limits of slopes will not be disturbed Prior to beginning grading operations in any area all necessary clearing and grubbing in that area shall have been performed in accordance with Section 02230 of these Specifications When the CONTRACTOR s excavating operations encounter remains of pre histonc people s dwelling sites or artifacts of historical or archaeological significance the operations shall be temporanly discontinued The ENGINEER will contact archaeological authorities to determine the disposition thereof When directed the CONTRACTOR shall excavate the site in such a manner as to preserve the artifacts encountered and shall remove them for delivery to the custody of the proper state authorities Such excavation will be considered and paid for as extra work B Excavation Unclassified All excess suitable matenal excavated from the project site and not used for embankment shall be removed from the project site and become the property of the CONTRACTOR Where material encountered RRF Outlet Pipe 02315 2 Excavation and Embankment within the limit of the work is considered unsuitable for embankment (fills) on any portion of this project work such material shall be excavated as directed by the ENGINEER and replaced with suitable fill material All unsuitable excavated material from excavation consisting of any type of debris (surface or buned) excavated rock bedrock or rocks larger than 6 inches in diameter and boulders shall be hauled from the project site and disposed of Debris is defined as anything that is not earth which exists at the job site Muck Where excavation to the finished grade section results in a subgrade or slopes of unsuitable sod the ENGINEER may require the CONTRACTOR to remove the unsuitable materials and backfill to the finished graded section with approved material Disposal of the material shall be at the CONTRACTOR s expense Good surface drainage shall be provided around all permanent cuts to direct surface runoff away from the cut face Rock Unless otherwise specified rock shall be excavated to a minimum depth of 0 5 feet below subgrade within the limits of the channel area and the excavation shall be backfilled with material shown on the Drawings or as designated by the ENGINEER Disposal of material and replacement with suitable approved material shall be at the CONTRACTOR s expense C Embankment Construction Embankment construction shall consist of constructing all fill areas including preparation of the areas upon which they are to be placed and the placing and compacting of embankment material in holes pits and other depressions within the project area Only approved materials shall be used in the construction of embankments and backfills Approved materials shall consist of clean on site cohesive soils or approved imported soils On site cohesive soils are suitable for use as compacted fill provided the following recommendations are met Percent Finer by Weight Gradation (ASTM C136) '/2 Inch 100 3/8 Inch 70 — 100 No 4 Sieve 50 — 100 No 200 Steve 60 (min) Liquid Limit 35 (max) Plasticity Index 20 (max) In Situ Coefficient of Permeability I x 10 6 cm/sec Excavation and Embankment will only be paid when a significant change in grade is required as determined by the ENGINEER Minor cuts and fills will be considered incidental to the work and will not be paid for separately under this section RRF Outlet Pipe 02315 3 Excavation and Embankment On site cohesive sods or imported soils should be placed and compacted in horizontal lifts using equipment and procedures that will produce recommended moisture contents and densities throughout the lift and embankment height On site or imported cohesive soils should be compacted within a moisture content range of 2% below to 2% above optimum moisture content and compacted to 95% of the Maximum Standard Proctor Density (ASTM D698) When embankment is to be placed and compacted on hillsides or when new embankment is to be compacted against existing embankments or when embankment is built 1/2 width at a time the slopes that are steeper than 4 1 when measured longitudinally or at right angles to the adjacent ground shall be continuously benched over those areas where it is required as the work is brought up in layers Benching shall be well keyed and where practical a minimum of 8 feet Each horizontal cut shall begin at the intersection of the original ground and the vertical sides of the previous cuts Material thus cut out shall be recompacted along with the new embankment material at the CONTRACTOR s expense The ground surface underlying all fills shall be carefully prepared by removing all organic matter scarification to a depth of 8 inches and recompacting to 95% of the Maximum Standard Proctor Density (ASTM D698) at optimum moisture content + or 2% prior to fill placement Embankment material shall be placed in horizontal layers not exceeding 8 inches (loose measurement) and shall be compacted to 95% of the Maximum Standard Proctor Density (ASTM D698) at optimum moisture content + or 2% Effective spreading equipment shall be used on each lift to obtain uniform thickness prior to compacting As the compaction of each layer progresses continuous leveling and manipulating will be required to assure uniform density For embankments which serve as berms the downstream portion shall be keyed into the subsurface sods a minimum of 3 feet to enhance the stability of the slope Materials which are removed from excavations beneath the water table may be over the optimum moisture content and will require that they be dried out prior to reusing them Cross hauling or other action as appropriate will be ordered when necessary to insure that the best available material is placed in critical areas of embankments including the top 2 feet of all embankments No additional payment will be made for cross hauling ordered by the ENGINEER Frozen materials shall not be used in construction of embankments During the construction of channels the channel bottom shall be maintained in such condition that it will be well drained at all times Excavation or Embankment (Fill) and Structural Backfill work either completed or in a stage of completion that is either eroded or washed away or becomes unstable due to either rains snow snow melt channel flows or lack of proper water control shall be either removed and replaced recompacted or reshaped as directed by the RRF Outlet Pipe 02315 4 Excavation and Embankment ENGINEER and in accordance with the Drawings and Specifications at the CONTRACTOR s sole expense Removed unsuitable materials shall be hauled away and disposed of at the CONTRACTOR s expense Placing of replacement materials for removed unsuitable materials shall be purchased placed and compacted at the CONTRACTOR expense D Proof rolling with a heavy rubber tired roller will be required if designated on the Drawings or when ordered by the ENGINEER Proof rolling shall be done after specified compaction has been obtained Areas found to be weak and those areas which faded shall be ripped scarified wetted if necessary and recompacted to the requirements for density and moisture at the CONTRACTOR s expense Proof rolling shall be done with equipment and in a manner acceptable to the ENGINEER Proof rolling as shown on the Drawings or as ordered by the ENGINEER shall not be measured and paid for separately but shall be included in the unit prices bid for the work 3 02 EXCAVATION AND BACKFILL FOR STRUCTURES A Poor foundation material for any of the work shall be removed by the CONTRACTOR as directed by the ENGINEER The CONTRACTOR will be compensated for removal and replacement of such materials in accordance with Muck Excavation The CONTRACTOR is cautioned that construction equipment may cause the natural soils to pump or deform while performing excavation work inside and on tootings structural floor slabs or other structure foundation areas Foundation materials which are a) saturated by either surtace or subsurface Flows due to the lack of adequate water control or dewatenng work by the CONTRACTOR b) frozen for any reason or c) that are disturbed by the CONTRACTOR s work or caused to become unacceptable for foundation material purposes by means of the CONTRACTOR s equipment manpower or methods of work shall be removed and replaced by the CONTRACTOR at his expense Dewatenng should not be conducted by pumping from inside footing structural floor slab or other structure foundation limits This may decrease the supporting capacity of the soils Care should be taken when excavating the foundations to avoid disturbing the supporting materials Excavation by either hand or careful backhoe soil removal may be required in excavating the last tew inches of material to obtain the subgrade of any item of the concrete work Any over excavated subgrades that are due to the CONTRACTOR s actions shall be brought back to subgrade elevations by the CONTRACTOR and at his expense in the following manner RRF Outlet Pipe 02315 5 Excavation and Embankment For over excavations of 2 inches or less either Backfill and compact with an approved granular materials backfill with 1/2 inch crushed rock or fill within concrete at the time of the appurtenant structure concrete pour For over excavations greater than 2 inches backfill and compact with an approved granular material All granular footings structural floor slabs or other structure areas shall be compacted with a vibratory plate compactor prior to placement of concrete reinforcing or bedding materials B Backfill and fill within 2 feet of and adjacent to all structures and for full height of the walls shall be selected non swelling material It shall be granular well graded and free from stones larger than 3 inches Material may be job excavated but selectivity will be required as determined by the ENGINEER Refer to the Drawings for job specific requirements Stockpiled material other than topsoil from the excavation shall be used for backfdhng unless an impervious structural backfill is specified The backfill material shall consist of either clean on site granular materials free of stones larger than 3 inches in diameter with no more than 20% passing the No 200 sieve or equivalent imported materials All backfill around the structures shall be consolidated by mechanical tamping The material shall be placed in 8 inch loose lifts within a range of 2% above to 2% below the optimum moisture content and compacted to 95% of Maximum Standard Proctor Density (ASTM D698) for cohesive soils or to 70% relative density for pervious material as determined by the relative density of cohesionless sods test ASTM D4253 When specified on the Drawings or as required by the ENGINEER Class I structural backfill shall meet the following gradation requirements % by Weight Passing Sieve Size Square Mesh Sieves 2 Inch t00 No 4 30 100 No 50 10 — 60 No 200 5 — 20 In addition this material shall have a liquid limit not exceeding 35 and a plasticity index of not over 6 END OF SECTION RRF Outlet Pipe 02315 6 Excavation and Embankment SECTION 02320 TRENCH EXCAVATION AND BACKFILL PART GENERAL 101 SECTION INCLUDES A This work shall consist of all labor equipment and materials necessary for excavation trenching and backfdling for utility lines and other related work 102 RELATED WORK A Section 02240 — Water Control and Dewatenng B Section 02315 Excavation and Embankment 1 03 QUALITY ASSURANCE A In place moisture density tests will be performed to ensure trench backfill complies with specified requirements The following minimum tests should be expected to be performed Trench bedding I per 200 feet 2 Backfill I per 200 feet B Backfill compaction tests will be performed until compaction meets or exceeds requirements The cost of passing tests will be paid by the OWNER Costs associated with failing tests shall be paid by the CONTRACTOR Pipe bedding shall be tested prior to placement of backfill Testing of all bedding and backfill material shall be done in compliance with OSHA Excavations 104 PROTECTION A Sheeting and Shoring The CONTRACTOR shall protect excavations by shoring bracing sheet piling underpinning or other methods required to prevent any excessive widening or sloughing of the trench which may be detrimental to human safety to the pipe or appurtenances being installed or to existing facilities or structures The latest requirements of OSHA shall be compiled with at all times including trenching and confined space entry requirements RRF Outlet Pipe 02320 1 Trench Excavation and Backfill 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 Revco/20/07 Section 00100 Page 9 The CONTRACTOR shall be responsible for underpinning adjacent structures which may be damaged by excavation work including service utilities and pipe chases B Weather and Frost The CONTRACTOR shall protect bottom of excavations and soil adjacent to and beneath foundations from frost l Do not place backfill fill or embankment on frozen surfaces 2 Do not place frozen materials snow or ice in backfill fill or embankments 3 Do not deposit tamp roll or otherwise mechanically compact backfill in water C Drainage and Groundwater The excavation shall be graded to prevent surface water run off into trench or excavation I Maintain excavations and trench free from water during construction 2 Remove water encountered in the trench to the extent necessary to provide a firm subgrade to permit joints to be made in the dry and to prevent the entrance of water into the pipeline 3 Divert surface runoff and use sumps gravel blankets well points drain Imes or other means necessary to accomplish the above 4 Maintain the excavation or trench free from water until the structure or pipe to be installed therein is completed to the extent that no damage from hydrostatic pressure flotation or other cause will result 5 Water shall be prevented from entering into previously constructed pipe 6 The storm pipe under construction shall not be used for dewatering PART 2 PRODUCTS 2 01 MATERIALS A Material used as stabilization in locations where the CONTRACTOR has been directed to muck excavate shall conform to the following Foundation Material gradation(s) The material shall be uniformly graded 3/4 or 1 '/z rock RRF Outlet Pipe 023202 Trench Excavation and Backfill 0 CDOT #467 Steve Size 2 1/2 Inch 2 Inch 1 1/2 Inch 1 Inch 3/4 Inch 3/8 Inch No 4 CDOT #67 Sieve Size 1 Inch 3/4 Inch 318 Inch No 4 No 8 Bedding and Pipe Zone Materials Well Graded Sand Total Percent Passing by Weight 100 90 100 35 70 10 30 0 5 Total Percent Passing by Weight 100 90 — 100 20-55 0-10 0 5 Total Percent Passing Sieve Size by Weteht 3/8 inch 100 No 4 95 100 No 8 80 100 No 16 50 85 No 30 25 60 No 50 10 30 No 100 2 10 Squeegee Sand Total Percent Passing Sieve Size by Weight 3/8 Inch 100 No 200 0-5 RRF Outlet Pipe 02320 3 Trench Excavation and Backtill CDOT #67 Total Percent Passing Steve Size by Weight 1 Inch 100 3/4 Inch 90 — 100 3/8 Inch 20 — 55 No 4 0 — 10 No 8 0 5 Note It will be the responsibility of the CONTRACTOR to locate material meeting the Specifications to test its ability to consolidate to at least 70% relative density and to secure approval of the ENGINEER before such material is delivered to the project Relative density shall be determined as stipulated in ASTM D4253 C Backftll Backfill shall meet the following requirements Use only backfill for trenches which is free from rocks large roots other vegetation or organic matter and frozen material No rocks greater than 3 inches in diameter shall be allowed Backfill material shall be suitable for future pavement construction over all trenches D Cut Off Walls Sand Cut Off Walls Sand shall meet the requirements of ASTM C33 PART EXECUTION 301 GENERAL The following procedures shall be followed by the CONTRACTOR in sequencing his work A No more than 150 feet of trench shall be left open at any time The entire trench shall be backfilled to within 50 feet of the open trench upon conclusion of each day s work The trench shall not be backfilled until the pipe installation is reviewed by the ENGINEER B Trench shall be backfilled within 100 feet of the pipe installation at all times C Clean up shall be maintained within 400 feet of the trench excavation Prior to placement in the trench all pipe fittings and appurtenances shall be cleaned and examined for defects by the CONTRACTOR If found defective the CONTRACTOR RRF Outlet Pipe 023204 Trench Excavation and Backfill shall reject the defective pipe fitting or appurtenance The CONTRACTOR shall advise the ENGINEER of all defective materials All surplus excavation shall be placed in an orderly manner If material is stockpiled on private property written permission must be obtained from the property owner and provided to the ENGINEER All muck excavation bedding and pipe zone material shall be imported unless otherwise designated by the OWNER s geotechnical engineer Upon completion of the work all plants rubbish unused materials concrete torms and other like material shall be removed from the job site The site shall be left in a state of order and cleanliness 3 02 MAINTENANCE AND CORRECTION A Scarify surface reshape and compact to required density completed or partially completed areas of work disturbed by subsequent construction operations or by adverse weather B Maintain and correct backfill fill and embankment settlement and make neccssary repairs to pavement structures seeding and sodding which may be damaged as a result of settlement for the guarantee period C The CONTRACTOR may pertorm such maintenance and correction by subcontract 3 03 OBSTRUCTIONS AND DISPOSAL OF WASTE MATERIAL The CONTRACTOR shall remove obstructions that do not require replacement trom within the trench or adjacent areas such as tree roots stumps abandoned piling buildings and concrete structures frozen material logs and debris of all types without additional compensation The ENGINEER may if requested make changes in the trench alignment to avoid major obstructions if such alignment changes can be made within the work limits without adversely affecting the intended function of the facility Excavated materials unsuitable for backfill or not required for backfill shall be disposed of in accordance with local regulations 3 04 TRENCH EXCAVATION All existing asphalt or concrete surfacing shall be saw cut vertically in a straight line and removed from the job site prior to starting the trench excavation This material shall not be used in any fill or backfill The trench shall be excavated so that a minimum clearance of 6 inches is maintained on each side of the pipe for proper placement and densification of the bedding or backfill material The maximum clearance measured at the spring line of the pipe shall be 18 inches regardless of the type of pipe type of sod depth of excavation or the method of densifymg the bedding and backfill Except as otherwise dictated by construction conditions the excavation shall be of such dimensions as to allow for the proper pipe installation and to permit the construction of RRF Outlet Pipe 023205 Trench Excavation and Backfill the necessary pipe connections Care shall be taken to insure that the excavation does not extend below established grades If the excavation is made below such grades the excess excavation shall be filled in with sand or graded gravel deposited in horizontal layers not more than 6 inches in thickness after being compacted and shall be moistened as required to within 2% of the optimum moisture content required for compaction of that soil After being conditioned to have the required moisture content the layers shall be compacted to the required density The CONTRACTOR shall stockpile excavated materials in a safe manner Stockpiles shall be graded for proper drainage The CONTRACTOR shall place and grade the trench base to the proper grade ahead of pipe laying The invert of the trench shall be compacted to provide a firm unyielding support along entire pipe length 3 05 SURPLUS EXCAVATION MATERIAL Surplus excavation shall be disposed of by the CONTRACTOR at his expense 3 06 FOUNDATIONS ON UNSTABLE SOILS If the bottom of the excavation is soft or unstable and in the opinion of the ENGINEER cannot satisfactorily support the pipe or structure a further depth and width shall be excavated and refilled to 6 inches below grade with material specified in Section 02320 2 01 A as Foundation Material This material shall provide a firm foundation for the pipe or structure From 6 inches below grade to grade the appropriate bedding material shall be placed to provide support for the pipe or structure 3 07 PIPE BEDDING After completion of the trench excavation and proper preparation of the foundation a minimum of six (6) inches of bedding material shall be placed on the trench bottom for support under the pipe (See construction details) Bell holes shall be dug deep enough to provide a mimmum of 2 inches of clearance between the bell and the bedding mlterial All pipe shall be installed in such a manner as to insure full support of the pipe barrel over its entire length After the pipe is adjusted for line and grade and the joint is made the bedding material shall be carefully placed and tamped under the haunches of the pipe For all types of pipe the Millis of bedding shall be as shown on the trench section details on the Drawings Bedding shall be compacted to 70% relative density in accordance with ASTM D4253 Care shall be exercised to assure sufficient tamping under the pipe to achieve uniform support RRF Outlet Pipe 023206 Trench Excavation and Backfill 3 08 BACKFILL AND COMPACTION A Pipes The pipe trench shall be backfilled to the limns as shown on the Drawings The backfill in all areas shall be compacted by vibrating tamping or a combination thereof to 70% relative density for sand material as determined by the relative density of cohesionless soils test ASTM D4253 or to 95% of the Maximum Standard Proctor Density for cohesive soils as determined by ASTM D698 All backfill shall be brought up to equal height along each side of the pipe in such a manner as to avoid displacement Bedding shall be distributed in 6 inch maximum lifts over the full width of the trench Wet soft or frozen material asphalt chunks or other deleterious Substances shall not be used for backfill If the excavated material is not suitable for backfill as determined by the ENGINEER suitable material shall be hauled in and utilized and the rejected material hauled away and disposed of Backfilbng shall be conducted at all times in a manner to prevent damage to the pipe or its coating and shall be kept as close to the pipe laying operation as practical Backfilling procedures shall conform to the additional requirements if any of appropriate agencies or private right of way agreements 3 09 RESTORATION A Unsurfaced Areas All surface cuts shall be as a minimum restored to a condition equal to that prior to construction B Surfaced Areas All surface cuts shall be as a minimum restored to a condition equal to that prior to construction All gravel or paved streets shall be restored in accordance with the regulations and requirements of the agency having control or jurisdiction over the street roadway or tight of way C Grassed or Landscaped Areas In landscaped or agricultural areas topsoil to a depth of 12 inches shall be removed from the area of general disturbance and stockpiled After installation of all pipelines appurtenances and structures and completion of all backfill and compaction the stockpiled topsoil shall be redistributed evenly over all disturbed areas Care should be taken to conform to the original ground contour or final grading plans END OF SECTION RRF Outlet Pipe 023207 Trench Excavation and Backfill THIS PAGE INTENTIONALLY LEFT BLANK RRF Outlet Pipe 02320 8 Trench Excavation and Backfill SECTION 02370 EROSION AND SEDIMENT CONTROL PART GENERAL 1 01 SECTION INCLUDES A This work shall consist of temporary measures needed to control erosion and water pollution These temporary measures shall include but not be limited to berms dikes dams sediment basins fiber mats netting gravel mulches grasses slope drains and other erosion control devices or methods These temporary measures shall be installed at the locations where needed to control erosion and water pollution during the construction of the project and as directed by the ENGINEER and as shown on the Drawings B The erosion control measures presented in the Drawings serves as a minimum for the requirements of erosion control during construction The CONTRACTOR has the ultimate responsibility for providing adequate erosion control and water quality throughout the duration of the project Therefore if the provided plan is not working sufficiently to protect the project areas then the CONTRACTOR shall provide additional measures as required to obtain the required protection The CONTRACTOR shall include in his bid price for erosion control a minimum of all items shown on the Erosion Control Plan and any additional items that may be needed to control erosion and water pollution 1 02 RELATED SECTIONS A Section 02240 — Water Control and Dewatering 103 SUBMITTALS A Construction schedule for Erosion Control per subsection 3 01 B Sequencing Plan per subsection 3 12 PART PRODUCTS 2 01 MATERIALS A Materials may include hay bales straw fiber mats fiber netting wood cellulose fiber fabric gravel and other suitable materials and shall be reasonably clean tree of deleterious materials and certified weed free All materials shall be submitted for approval prior to installation B Temporary grass cover (if required) shall be a quick growing species suitable to the area which will provide temporary cover and will not later compete with the grasses sown for permanent cover All grass seed shall be approved by the ENGINEER prior to installation C Fertilizer and soil conditioners shall be approved by the ENGINEER prior to installation RRF Outlet Pipe 02370 1 Erosion and Sediment Control PART EXECUTION 3 01 CONSTRUCTION REQUIREMENTS A When so indicated in the Contract Documents or when directed by the ENGINEER the CONTRACTOR shall prepare construction schedules for accomplishing temporary erosion control work These schedules shall be applicable to clearing and grubbing grading structural work construction etc He shall also submit for acceptance his proposed method of erosion control on haul roads and borrow pits and his plan for disposal of waste material Work shall not be started until the erosion control schedules and methods of operations have been accepted B The CONTRACTOR will be required to incorporate all permanent erosion control features into the project at the earliest practicable time as outlined in his accepted schedule Temporary erosion control measures will then be used to correct conditions that develop during construction C The erosion control features installed by the CONTRACTOR shall be adequately maintained by him until the project is accepted D In the event of conflict between these requirements and erosion and pollution control laws rules or regulations of other Federal State or local agencies the more restrictive laws rules or regulations shall apply 3 02 PERMITS AND COMPLIANCE A The CONTRACTOR must apply for and obtain a Construction Dewatenng Permit 402 from and prepare a Stormwater Management Plan (SWMP) for the Colorado Department of Public Health and Environment All costs for these permits shall be the responsibility of the CONTRACTOR This permit requires that specific actions be performed at designated times The CONTRACTOR is legally obligated to comply with all terms and conditions of the permit including testing for effluent limitations The CONTRACTOR shall allow the Colorado Department of Public Health and Environment or other representatives to enter the site to test for compliance with the permit Non compliance with the permit can result in stoppage of all work The CONTRACTOR must apply for and obtain a State of Colorado Stormwater Discharge Permit All costs for this permit shall be the responsibility of the CONTRACTOR This permit requires that specific actions be performed at designated times The CONTRACTOR is legally obligated to comply with all terms and conditions of the permit Non compliance with the permit can result in stoppage of all work In addition to permit requirements the OWNER shall also monitor the CONTRACTOR s erosion control and work methods If the overall function and RRF Outlet Pipe 023702 Erosion and Sediment Control intent of erosion control is not being met then the OWNER shall require the CONTRACTOR to provide additional measures as required to obtain the desired results Costs for any additional erosion control measures shall be the responsibility of the CONTRACTOR since he has the ultimate responsibility for providing adequate erosion control and water quality for the duration of the project 303 STABILIZATION OF DISTURBED AREAS A Temporary sediment control measures shall be established within 5 days from time of exposure/disturbance Permanent erosion protection measures shall be established within 5 days after final grading of areas 3 04 PROTECTION OF ADJACENT PROPERTIES A Properties adjacent to the site of a land disturbance shall be protected from sediment deposition In addition to the erosion control measures required on the Drawings perimeter controls may be required if damage to adjacent properties is likely Perimeter controls include but are not limited to a vegetated buffer strip around the lower perimeter of the land disturbance sediment barriers such as straw bales and silt fences sediment basins or a combination of such measures Vegetated buffer strips may be used only where runoff in sheet flow is expected and should be at least 20 feet in width 3 05 TIMING AND STABILIZATION OF SEDMENT AND EROSION CONTROL MEASURES A Sediment barriers perimeter dikes and other measures intended to either trap sediment or prevent runoff from flowing over disturbed areas must be constructed as a first step in grading and be made tunctional before land disturbance takes place Earthen structures such as dams dikes and diversions must be stabilized within 5 days of installation Stormwater outlets must also be stabilized prior to any upstream land disturbing activities 3 06 STABILIZATION OF WATERWAYS AND OUTLETS A All on site stormwater conveyance channels used by the CONTRACTOR for temporary erosion control purposes shall be designed and constructed with adequate capacity and protection to prevent erosion during storm and runoff events Stabilization adequate to prevent erosion shall also be provided at the outlets of all pipes and channels 3 07 STORM SEWER INLET PROTECTION A All storm sewer inlets which are made operable during construction or which dram stormwater runoff from a construction site shall be protected from sediment deposition by the use of filters RRF Outlet Pipe 023703 Erosion and Sediment Control 4 The bid item for Muck Excavation includes both the removal of the muck material and supplying and installing the replacement material to stabilize the work area See Item 8 in Specification Section 01270 — Measurement and Payment Specification Section 02315 — Excavation and Embankment and Section 2 01 of Specification Section 02320 — Trench Excavation and Backfill for further clarification 5 The bedding requirements for the pipe shall be Class B as shown in Detail 2/6 of the Construction Drawings unless unstable subgrade or rock is encountered If unstable subgrade or rock is encountered the alternate bedding details shown will apply 6 Pumping of water will continue from the pond east of the upstream end of the proposed pipe inlet The discharge pipe from the pump will remain in operation during the construction of the 24 inch CP However the pump discharge pipe may be moved to accommodate construction activities It is unknown at this time whether the water level in this pond will be lower than its present level during the construction of the 24 inch RCP 7 There is no specific leak test required for the pipe however the requirements for the pipe and its installation are outlined in Specification Section 02610 — Reinforced Concrete Pipe Revised Bid Schedule is attached and changes include additional revegetation (Item 16) and silt fence (Item 18) for the staging and stockpile areas Please contact John D Stephen CPPO CPPB 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 SECTION 00300 BID FORM 3 08 WORKING IN OR CROSSING WATERCOURSES AND WETLANDS A Construction vehicles should be kept out of watercourses to the extent possible Where in channel work is necessary precautions must be taken to stabilize the work area during construction to mimnuze erosion The channel (including bed and banks) must always be restabilized immediately after in channel work is completed B Where a live (wet) watercourse must be crossed by construction vehicles during construction a temporary crossing must be provided for this purpose If the crossing involves a pipe or other type of conduit placed in the watercourse the pipe shall be sized to allow unrestricted passage of all flows anticipated to be carried by the watercourse Likewise installation of a span type crossing across the watercourse shall be placed so no restriction of anticipated flows occur 3 09 CONSTRUCTION ACCESS ROUTES A Wherever construction vehicles enter or leave a construction site a stabilized construction entrance and Tracking Pad are required Where sediment is transported onto a public road surface the roads shall be cleaned thoroughly at the end of each day Sediment shall be removed from roads by shoveling or sweeping and be transported to a sediment controlled disposal area Street washing shall be allowed only after sediment is removed in this manner 310 DISPOSITION OF TEMPORARY MEASURES A All temporary erosion and sediment control measures shall be disposed of within 30 days after final site stabilization is achieved or after the temporary measures are no longer needed as determined by the OWNER Trapped sediment and other disturbed soil areas resulting from the disposition of temporary measures shall be permanently stabilized to prevent turther erosion 311 MAINTENANCE A All temporary and permanent erosion and sediment control practices must be maintained and repaired as needed to assure continued performance of their intended function 312 SEQUENCING A The CONTRACTOR shall submit a sequencing plan for approval for erosion control in conformance with his overall Construction Plan for approval by the OWNER Changes to the Erosion Control Sequencing Plan may be considered by the OWNER only if presented in writing by the CONTRACTOR 3 13 SUBSTANTIAL COMPLETION OF EROSION CONTROL MEASURES A At the time specified in the Contract Documents and subject to compliance with specified materials and installation requirements the CONTRACTOR will receive a Substantial Completion Certificate for temporary erosion control measures 314 MAINTENANCE OF EROSION CONTROL MEASURES AFTER SUBSTANTIAL COMPLETION RRF Outlet Pipe 023704 Erosion and Sediment Control A The CONTRACTOR will be responsible for maintaining temporary erosion control measures as specified in the Drawings and Contract Documents until such time as the disturbed drainage area has stabilized as determined by the ENGINEER and the OWNER 3 15 FINAL COMPLETION AND ACCEPTANCE OF EROSION CONTROL MEASURES A After the ENGINEER and OWNER have determined that the drainage area has stabilized the CONTRACTOR shall remove all remaining temporary erosion control measures Any damage to the site shall be repaired to the satisfaction of the ENGINEER and at no cost to the OWNER END OF SECTION RRF Outlet Pipe 023705 Erosion and Sediment Control THIS PAGE INTENTIONALLY LEFT BLANK RRF Outlet Pipe 023706 Erosion and Sediment Control SECTION 02375 RIPRAP AND BEDDING PART1 GENERAL 101 SECTIONINCLUDES A The work of this section shall include excavation grading and installation of all nprap and bedding placed at the locations shown on the Drawings The materials to be used for the construction of such structures shall be as specified herein 102 RELATED SECTIONS A Section 02240 — Water Control and Dewatenng B Section 02315 — Excavation and Embankment 103 SUBMITTALS A The CONTRACTOR shall cooperate with the ENGINEER in obtaining and providing samples of all specified materials The CONTRACTOR shall submit certified laboratory test certificates for all items required in this section PART PRODUCTS 201 MATERIALS A Riprap Riprap used shall be the type designated on the Drawings and shall conform to the following Riprap Designation % Smaller Than Given Intermediate Rock d50 * Size By Weight Dimension (Inches) (Inches) Type VL (Class 6) 70 100 12 6 50 70 9 35 50 6 2 10 2 Type L (Class 9) 70 100 15 9 50 70 12 35 50 9 2 10 3 Type M (Class 12) 70 100 21 12 50 70 18 35 50 12 2 10 4 RRF Outlet Pipe 02375 1 Riprap Type H (Class18) 70 100 30 18 50 70 24 35 50 18 2 10 6 Type VH (Class 24) 70 100 42 24 50 70 33 35 50 24 2 10 9 * a__ - I The nprap designation and total thickness of nprap shall be as shown on the Drawings The maximum stone size shall not be larger than the thickness of the nprap 2 The specific gravity of the rtprap shall be 2 65 or greater 3 Neither width nor thickness of a single stone of nprap shall be less than 1/3 of its length 4 Broken concrete or asphalt pavement shall not be acceptable for use in the work Rounded nprap (river rock) is not acceptable unless specifically designated on the Drawings 5 The color of the rtprap shall be as approved by the OWNER prior to delivery to the project site Color shall be consistent on the entire project and shall match the color of rock to be used for all other portions of the work Color required for this project shall be green gray rock 6 Minimum density for acceptable rtprap shall be 165 pounds per cubic foot The specific gravity shall be according to the bulk saturated surface dry basis AASHTO T85 7 The nprap shall have a percentage loss of not more than 40 percent after 500 revolutions when tested in the Los Angeles machine in accordance with AASHTO Test T96 8 The nprap shall have a percentage loss of not more than 10 percent after 5 cycles when tested in accordance with AASHTO Test T104 for ledge rock using sodium sulfate 9 The nprap shall have a percentage loss of not more than 10 percent after 12 cycles of freezing and thawing when tested in accordance with AASHTO Test T103 for ledge rock procedure A 10 Rock shall be free of calcite intrusions t l Each load of nprap shall be reasonably well graded from the smallest to the largest size specified Stones smaller than the 2 10 percent size will not be permitted in an amount exceeding 10 percent by weight of each load Control of gradation will be by visual inspection However in the event the ENGINEER determines the rtprap to be unacceptable the ENGINEER will RRF Outlet Pipe 02375 2 Riprap pick 2 random truck loads to be dumped and checked for gradation Mechanical equipment and labor needed to assist in checking gradation shall be provided by the CONTRACTOR at no additional cost B Bedding Gradation for Granular Bedding US Standard Percent by Weight Passing Square Mesh Sieves Sieve Size Type I Type 11 3 Inch 90 100 1 '/z Inch 3/4Inch 20 90 3/8 Inch 100 No 4 95 — 100 0 20 No 16 45 80 No 50 10 30 No 100 2 10 No 200 0 2 0 3 Granular bedding designation and total thickness of bedding shall be as shown on the Drawings Granular bedding shall meet the same requirements for specific gravity absorption abrasion sodium sulfate soundness and freeze thaw durability as required for nprap and specified above C Geotextile Fabric Where soil conditions dictate geotextile fabric shall be placed directly on excavated slopes channel beds etc prior to the placement of any riprap bedding or nprap The extent and location of geotextile placement will be shown on the Drawings Geotextile fabric shall be Trevrra S 1120 or approved equal under all nprap PART 3 EXECUTION 3 01 CONSTRUCTION REQUIREMENTS A Channel slopes bottoms or other areas that are to be protected with nprap shall be free of brush trees stumps and other objectionable material and be graded to a smooth compacted surface The CONTRACTOR shall excavate areas to receive RRF Outlet Pipe 02375 3 Riprap riprap to the subgrade for granular bedding The subgrade for bedding materials shall be stable If unsuitable materials are encountered they shall be removed and replaced as Muck Excavation in accordance with Section 02315 of the Specifications Unsuitable materials shall be disposed of from the site by the CONTRACTOR at his expense After an acceptable subgrade for granular bedding material is established the bedding shall be immediately placed and leveled to the subgrade elevation Immediately following this the riprap shall be placed If bedding material is disturbed for any reason it shall be replaced and graded at the CONTRACTOR s expense In place bedding materials shall not be contaminated with soils debris or vegetation before the nprap is placed If contaminated the bedding material shall be removed and replaced at the CONTRACTOR s expense 3 02 PLACEMENT A Following acceptable placement of geotextile fabric granular bedding nprap placement shall commence as follows Machine Placed Riprap Riprap shall be placed on the prepared slope or channel bottom areas in a manner which will produce a reasonably well graded mass of stone with the mimmum practicable percentage of voids Riprap shall be machine placed unless otherwise stipulated in the Drawings or Specifications When nprap is placed on slopes placement shall commence at the bottom of the slopes working up the slope Place the riprap in a stepped fashion with the bottom of the uphill nprap below the top of the downhill nprap by half of the height of the nprap minimum The entire mass of nprap shall be placed on either channel slopes or bottoms so as to be in conformance with the required gradation mixtures and to Imes grades and thickness shown on the Drawings Riprap shall be placed to its full course thickness at one operation and in such a manner as to [void displacing the underlying bedding material Placing of nprap in layers or by dumping into chutes or by similar methods shall not be permuted All material going into riprap protection for channel slopes or bottoms shall be so placed and distributed that there will be no large accumulations of either the larger or smaller sizes of stone Some hand placement may be required to achieve this distribution It is the intent of these Specifications to produce a fairly compact nprap protection in which all sizes of material are placed in their proper proportions Unless otherwise authorized by the ENGINEER the nprap protection shall be placed in conjunction with the construction of embankments or channel bottoms with only sufficient delay in construction of the nprap protection as may be necessary to allow for proper construction of the portion of the embankment and channel bottom which is to be protected The CONTRACTOR shall maintain the nprap protection RRF Outlet Pipe 023754 Riprap until accepted Any material displaced for any reason shall be replaced to the lines and grades shown on the Drawings at no additional cost to the OWNER If the bedding materials are removed or disturbed such material shall be replaced prior to replacing the displaced nprap Hand Placed Riprap Hand placed nprap shall be performed during machine placement of nprap and shall conform to all the requirements of Section 02375 PART l above Hand placed nprap shall also be required when the depth of nprap is less than 2 times the nominal stone size or when required by the Drawings or Specifications After the nprap has been placed hand placing or rearranging of individual stones by mechanical equipment shall be required to the extent necessary to secure a flat uniform surface and the specified depth of nprap to the lines and grades as shown on the Drawings Soil Replacement In and Over Riprap Where nprap is designated to be boned place onsite excavated material that is free from trash and organic matter in riprap voids by washing and rodding Prevent excessive washing of material into stream When voids are filled and the surface accepted by the ENGINEER place a nominal 6 inches of soil over the area or as designated on the Drawings Fine grade seed and mulch per the Specifications Rejection of Work and Materials The ENGINEER shall reject placed riprap which does not conform to this Section and the CONTRACTOR shall immediately remove and relay the riprap to conform with said sections Riprap shall be rejected which is either delivered to the job site or placed that does not conform to this Section Rejected nprap shall be removed from the project site by the CONTRACTOR and at his expense Gemextile fabric shall be installed according to the manutacturer s specifications Material proposed for use shall be submitted and approved by the ENGINEER prior to installation END OF SECTION RRF Outlet Pipe 02375 5 Riprap THIS PAGE INTENTIONALLY BLANK RRF Outlet Pipe 023756 Riprap SECTION 02610 REINFORCED CONCRETE PIPE PART1 GENERAL 101 SECTION INCLUDES A This section includes construction of reinforced concrete pipe for storm drainage and culverts including appurtenances normally installed as a part of these systems Construction may include surface preparation trench excavation shoring dewatenng lay align and join pipe installation of appurtenances bedding and backfilling surface restoration and other related work 102 RELATED SECTIONS A Section 02240 — Water Control and Dewatenng B Section 02320 — Trench Excavation and Backfillmg 103 SUBMITTALS A The CONTRACTOR shall cooperate with the ENGINEER in obtaining and providing samples of all specified materials The CONTRACTOR shall submit certified laboratory test certificates for all items required in this section 104 QUALITY CONTROL A All pipe shall be inspected by the ENGINEER prior to installation All pipe which does not meet the requirements of Part 2 of this section will be rejected and replaced at the CONTRACTOR s expense PART PRODUCTS The CONTRACTOR shall install storm sewer pipe of the type diameter load class wall thickness and protective coating that is shown on the Drawings All pipe and appurtenances used shall conform to the following requirements 201 MATERIALS A Precast Concrete Pipe General Precast concrete pipe which does not conform to the applicable ASTM Standard Specifications listed below or to any other requirement specified herein will not be approved for storm sewer culvert or sanitary sewer installations 2 Allowable ASTM Specifications All material manufacturing operations testing inspection and making of concrete pipe shall conform to the RRF Outlet Pipe 02610 1 Reinforced Concrete Pipe SECTION 00300 349mare d51 PROJECT 6115 Resource Recover Farm Outlet Pipe Place Date 1 In compliance with your Invitation to Bid dated 20 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 cashiers check or standard Bid bond in the sum of ($ _) 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 (15) 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 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 Rev 10/20/07 Section 00300 Page 1 requirements of the appropriate allowable ASTM Standard Specifications latest revision thereof listed below ASTM C 14 Concrete Sewer Storm Dram and Culvert Pipe ASTM C 76 Reinforced Concrete Culvert Storm Dram and Sewer Pipe ASTM C 361 Reinforced Concrete Low Head Pressure Pipe ASTM C 506 Reinforced Concrete Arch Culvert Storm Dram and Sewer Pipe ASTM C 507 Reinforced Concrete Elliptical Culvert Storm Dram and Sewer Pipe 3 Diameter of Pipe The diameter indicated on the Drawings shall mean the inside diameter of the pipe 4 Wall Thickness and Class of Pipe The wall thickness and reinforcing steel if any shall comply with the appropriate ASTM Specification and the class of pipe designated on the Drawings No elliptical reinforcing will be allowed in any circular pipe All jacking pipe shall be specifically designed by the pipe manufacturer to withstand all forces that the pipe may be subjected to during the jacking operations 5 Fittings and Specials Details of all fittings and specials Shall be furnished for approval by the ENGINEER Fittings and specials shall be made up of pipe segments having the same structural qualities as the adjoining pipe and shall have the interior treated the same as the pipe 6 Lifting Holes Lifting holes will be allowed for storm sewer pipe provided however only two lifting holes per pipe length will be allowed and all pipe shall be installed such that the lifting holes are in the crown of the pipe All lifting holes shall be properly grouted with cement mortar immediately after the pipe is installed prior to commencement of any backfilling 7 Cement Unless otherwise required by the ENGINEER or specified otherwise on the Drawings Type 11 Modified Portland Cement complying with the requirements of ASTM Designation C 150 will normally be acceptable in the manufacture of concrete pipe 8 Acceptance In addition to any deficiencies not covered by the applicable ASTM Specifications concrete pipe which has any of the following visual defects will not be accepted a Porous spots on either the inside or the outside surface of a pipe having an area of more than 10 square inches and a depth of more than 1/2 inch b Pipe which has been patched to repair porous spots cracks or other detects when such patching was not approved by the ENGINEER RRF Outlet Pipe 026102 Reinforced Concrete Pipe Exposure of the reinforcement when such exposure would indicate that the reinforcement is misplaced Pipe that has been damaged during shipment or handling even previously approved before shipment Concrete pipe at delivery to the Job site will be at least 5 days (120 hours) old Acceptance of the pipe at point of delivery will not relieve the CONTRACTOR of full responsibility for any defects in materials due to workmanship Marking The following shall be clearly marked on both the interior and exterior surface of the pipe a ASTM Specifications b Class and Size c Date of Manufacture d Name or Trademark of Manufacturer 10 Joints The Joint design for concrete pipe shall be bell and spigot or tongue and groove Where rubber gaskets are required or specified the bell or tongue shall be grooved to properly contain and seat the rubber gasket The Joint assemblies shall be accurately formed so that when each pipe section is forced together in the trench the assembled pipe shall form a continuous watertight conduit with smooth and uniform interior surface and shall provide for slight movement of any piece of the pipeline due to expansion contraction settlement or lateral displacement If a gasketed Joint is used the gasket shall be the sole element of the Joint providing water tightness The ends of the pipe shall be in planes at right angles to the longitudinal centerline of the pipe except where bevel -end pipe is required The ends shall be furnished to regular smooth surfaces All Joints and Jointing material shall conform to the following minimum requirements Jointing material used shall be indicated on the drawings Rubber Gasketed Joints Rubber gasket Joints for tongue and groove or bell and spigot pipe shall consist of an O nng rubber gasket or other approved gasket configuration and shall conform to the requirements of the appropriate ASTM Specification of the pipe designated Unless otherwise approved by the ENGINEER the standard Joint configuration shall be similar and equal to the Bureau of Reclamation s R-4 Joint designation 1) Gaskets Gaskets may be either natural rubber or neoprene conforming to ASTM Designation C-443 All gaskets shall be stored in a cool place preferably at a temperature of less than 70 degrees Fahrenheit (F ) and in no case shall the gaskets be stored in the open or exposed to the direct RRF Outlet Pipe 026103 Reinforced Concrete Pipe rays of the sun No gaskets that show signs of deterioration such as surface cracking or checking shall be installed in a pipe Joint The neoprene gaskets used when the air temperature is WE or lower shall be warmed to temperature of 60F for a period of 30 minutes before being placed on the pipe Mortared Joints Mortared Joints shall only be used in special circumstances and only where specifically authorized by the ENGINEER It is the intent of these Specifications to Inn it the use of mortared Joints to the minimum extent possible except where unusual field conditions require deviation from the Jointing material specified Flexible Plastic Joint Sealing Compound Preformed plastic gaskets conforming to the minimum and application requirements set forth below may be used as a Joint sealant for storm sewer installations in lieu of rubber gaskets Flexible Joint sealing material shall be RAMNEK or approved equal 1) The flexible plastic gasket shall be in conformance with Federal Specification SS S 00210 Sealing Compound Preformed Plastic for Expansion Joints and Pipe Joints 2) The plastic sealing compound shall be packaged in extruded preformed rope like shape of proper size to completely fill the Joint when fully compressed The material shall be protected in a suitable removable two piece wrapper so that no wrapper may be removed as the compound is applied to the Joint surface without disturbing the other wrapper which remains attached to the compound for protection The sealing compound shall be impermeable to water have immediate bonding strength to the primed concrete surface and shall maintain permanent plasticity resistance to water acids and alkalis 3) All surfaces of the tongue and groove or bell and spigot shall be primed with an approved priming compound prior to the installation of the sealing compound The installation of the priming compound and the sealing compound shall be accomplished in stnct accordance with the manufacturers instructions as to the method of application quantity of material the grade of the materials and the application temperatures 4) Gaskets installed on both male and female Joint surfaces (double gasketing) will be required for all deflected pipe Joints as well as arch or elliptical pipe Joints d Shop Drawings Unless otherwise specified the CONTRACTOR shall submit to the ENGINEER for approval shop drawings showing the exact dimension of the Joints including the permissible tolerances for each size of pipe being funushed and the size type RRF Outlet Pipe 026104 Reinforced Concrete Pipe and locations of gasket materials Approval of the Joint detail drawings will not relieve the CONTRACTOR of any responsibilities to meet all of the requirements of these Specifications or of the responsibility for correctness of the CONTRACTOR s details e Acceptable Joint for Concrete Storm Sewer Installations Except where a specified type of pipe Joint or jointing material is noted on the Drawings Joints and jointing material for concrete sewer installations shall be in conformance with the following table Allowable Type of Joints Application Tongue & Groove Bell & Spigot Bell & Spigot w/flexible plastic w/B OR w/B O R sealing compound Type R-4 Joint Type R 2 (ASTM C 361) Joint l Non Pressurized Storm Sewers a Open Cut 36 & larger X X b Open Cut 15 to 33 X X X 2 Pressurized Storm Sewers a Open Cut X X NOTE l) Where more than one type of Joint is acceptable the CONTRACTOR may use either type at his option subject to the physical characteristics and manufacturing method of the pipe 2) All elliptical pipe or arch pipe shall be double gasketed with a flexible plastic joint sealing compound 3) In addition to the gasket requirements if the average joint gap in 36 inch diameter pipe or larger pipe exceeds 3/4 inch the void shall be filled and troweled smooth with an approved non metallic non shnnk grout conforming to ASTM C 827 or a flexible plastic sealant conforming to Federal Specification SS S 00210 so to provide a smooth interior surface at the joint 4) For pipe sizes 18 24 27 30 and 36 inch in diameter the reinforcement in the bell and spigot shall conform to ASTM C 76 for the class of pipe specified or to ASTM C 361 for a minimum pressure head of 25 foot whichever is greater I I Protective Coatings Normally no additional exterior or interior protective coatings will be required for concrete pipe However whenever adverse corrosive conditions wan -ant additional interior protection those pipe segments will be noted on the Drawings RRF Outlet Pipe 026105 Reinforced Concrete Pipe PART 3 EXECUTION 301 SURFACE PREPARATION A Within Easements Cultivated Landscaped or Agricultural Area All vegetation such as brush sod heavy growth of grass or weeds decayed vegetable matter rubbish and other unsuitable material within the area of excavation and trenchside storage shall be stripped and disposed of in accordance with the requirements of Section 02230 Topsoil shall be removed from the area to be excavated and stockpiled or the CONTRACTOR may elect to import topsoil to replace that lost during excavation Topsoil shall be removed to a depth of 8 inches or the full depth of the topsoil whichever is less B Within Unpaved Roadway Areas The CONTRACTOR shall strip the cover material from gaveled roadways or other developed but unpaved traffic surfaces to the full depth of the existing surtacing The surfacing shall be stockpiled to the extent that it is acceptable and useable for restoration purposes C Within Paved Areas The removal of pavement sidewalks driveways or curb and gutter shall be performed in a neat and workmanlike manner Pavement sidewalks driveways or curb and gutter shall be cut with a power saw pavement breaker or other approved method of scoring to a minimum depth of 2 prior to breaking or excavation The pavement shall be cut vertically in straight lines and avoiding acute angles Any overbreak separation or other damage to the existing bituminous or concrete outside the designated cut Imes shall be replaced at the CONTRACTOR s expense Excavated paving materials shall be removed from the job site and shall not be used as fill or backfill 3 02 DEWATERING A All pipe trenches and excavation for structures and appurtenances shall be kept free of water during pipe laying and other related work The method of dewatenng shall provide for a dry foundation at the final grades of excavation in accordance with Section 02240 Water shall be disposed of in a manner that does not inconvenience the public or result in a menace to public health Pipe trenches shall contain enough backfrll to prevent pipe flotation before dewatenng is discontinued Dewatenng shall continue until such time as it is safe to allow the water to rise in the excavation 303 LAYING ALIGNING AND JOINING PIPE A Storm sewer pipe shall be installed in accordance with the manufacturers recommendations tot installing the type of pipe used unless otherwise shown on the Drawings RRF Outlet Pipe 026106 Reinforced Concrete Pipe Proper equipment implements tools and facilities shall be provided and used by the CONTRACTOR for safe and convenient installation of the type of pipe being installed Responsibility for Material The CONTRACTOR shall be responsible for all materials intended for the work that are delivered to the construction site and accepted by him Payment shall not be made for materials found to be detective or damaged in handling after delivery and acceptance Defective or damaged materials shall be removed and replaced with acceptable materials at the CONTRACTOR s expense The CONTRACTOR shall be responsible for the safe and proper storage of such materials Handling Pipe and accessones furnished by the CONTRACTOR shall be delivered to unloaded and distributed at the site by the CONTRACTOR Pipe and accessories famished by the Contracting Agency shall be unloaded and distributed at the site by the CONTRACTOR Each pipe shall be unloaded adjacent to or near the intended laying location Pipe fittings specials valves and appurtenances shall be unloaded and stored in a manner that precludes shock or damage Such materials shall not be dropped Pipe shall be handled so as to prevent damage to the pipe ends or to any coating or lining Pipe shall not be skidded or rolled against adjacent pipe Damaged coatings or lining shall be repaired by the CONTRACTOR at his expense in accordance with the recommendations of the manufacturer and in a manner satisfactory to the ENGINEER Physical damage to the pipe or accessory shall be repaired by the CONTRACTOR at his expense and in a manner satisfactory to the ENGINEER Laying Pipe The pipe and pipe coatings shall be inspected for damage or defects before being placed in the trench Damaged or defective pipe shall not be installed Pipe lines shall be laid to the grades and alignment shown on the Drawings or staked by the ENGINEER Variation from the prescribed grade and alignment shall not exceed 0 10 feet and the rate of departure from or return to the established grade or alignment shall be not more than I inch in 10 feet unless approved by the ENGINEER No deviation from grade shall cause a depression in the sewer invert that could retain fluids or solids Pipe fittings shall be laid so as to form a close concentric joint with the adjoining pipe to avoid sudden off sets of the flowline Pipe sections shall be joined together in accordance with the manufacturer s recommendations Pipe fittings and appurtenances shall be carefully lowered into the trench with suitable tools or equipment to prevent damage to the pipe and protective coatings and linings pipe and accessory materials shall not be dropped or dumped into the trench RRF Outlet Pipe 026107 Reinforced Concrete Pipe Obstructions not shown on the Drawings may be encountered during the progress of the work Should such an obstruction require an alteration to the pipe alignment or grade the ENGINEER shall have authority to order a deviation from the Drawings or the ENGINEER may arrange for the removal relocation or reconstruction of any structures which obstruct the pipeline Precautions shall be taken to prevent foreign material from entering the pipe before or while it is being placed in the line During laying operations no debris tools clothing or other materials shall be placed in the pipe The open ends of pipe shall be closed with a watertight plug or with other devices approved by the ENGINEER at times when pipe laying is not in progress Joints of precast concrete boxes and precast concrete pipe shall he grouted in accordance with the manufacturer s recommendations 3 04 BEDDING AND BACKFILLING A Select bedding and backfill material may be required and shall be so shown on the Drawings Select bedding materials shall conform to the designated gradation requirements in Section 02320 Bedding material shall be placed under and around all pipe as shown on the Drawings Bedding shall be placed in a manner that will minimize separation or change in its uniform gradation Bedding shall be distributed in 6 inch maximum layers over the full width of the trench and simultaneously on both sides of the pipe Special care shall be taken to assure full compaction under the haunches and joints of the pipe Backfill compaction shall not be attained by inundation orjetting unless approved in writing by the ENGINEER Backfill material shall be uniformly compacted the full depth of the trench 305 SURFACE RESTORATION A All streets alleys driveways sidewalks curbs or other surfaces broken cut or damaged by the CONTRACTOR shall be replaced in kind or as shown on the Drawings 306 CONCRETE CUTOFF COLLARS A Concrete shall meet the requirements of Section 03310 3 07 CLEAN UP A All rubbish unused materials and other non native materials shall be removed from the Job site All excess excavation shall be disposed of as specified and the right of way shall be left in a state or order and cleanliness END OF SECTION RRF Outlet Pipe 026108 Reinforced Concrete Pipe THIS PAGE INTENTIONALLY LEFT BLANK RRP Outlet Pipe 026109 Reinforced Concrete Pipe SECTION 02635 MANHOLE STRUCTURES PART1 GENERAL l 01 SECTION INCLUDES A Furnish and install precast concrete manhole base sections adjusting rings steps and manhole ring and cover complete 102 RELATED SECTIONS A Section 02240 — Water Control and Dewatenng B Section 02315 — Excavation and Embankment C Section 02320 — Trench Excavation and Back611 103 SUBMITTALS A The CONTRACTOR shall submit manufacturers technical descriptions of manhole sections steps rings and covers PART2 PRODUCTS 2 01 MATERIALS A Precast Manhole Sections Precast reinforced concrete manhole sections shall be produced using Type II Portland cement and be fabricated in accordance with ASTM C 478 Flexible plastic sealant RUB R NEK or equivalent shall be required for all horizontal mating surfaces between precast sections Manhole sections shall be clearly marked with the information specified for product marking in ASTM C 478 B Manhole Frames and Covers Manhole frames and covers shall be 400 pound or greater 22 inch clear opening as manufactured by Neenah Deeter Foundry Castings Inc J Mark Corp with closed pick hole or approved equal Manhole covers shall be labelled for the appropriate utility (e g storm water sewer electric) Covers with more than one lifting hole will not be accepted Watertight frames and covers if required shall be NEENAH R 1915/R 1916 series (as applicable) or approved equal RRF Outlet Pipe 02635 1 Manhole Structures C Manhole Steps Manhole steps shall be polypropylene The manhole steps shall be approximately nine inches wide and 13 inches long and weigh approximately two pounds The steps shall located no more than 28 inches from the top of the finished manhole nor more than 18 inches from the floor and be spaced no greater than 12 inches apart The step shall have a skid resistant surface and be designed mechanically to prevent sideslip D Joints All precast concrete Joints shall be made with a preformed Joint sealer or grout All Joints that are made with the Joint sealer shall also be pointed with mortar on the inside of the section I Mortar Mortar used in jointing precast concrete manhole sections shall be composed of one part Portland cement and not more than three nor less than two parts of fine aggregate Portland cement shall meet the requirements of ASTM C 150 Type II Hydrated lime or masonry cement shall not be used Fine aggregate shall consist of well graded natural sand having clean hard durable uncoated grains free from organic matter soft or flaky tragments or other deleterious substances such as calcium chloride The tine aggregate shall be thoroughly washed and shall be uniformly graded from coarse to fine with a minimum of 95% passing the #4 sieve and a maximum of 7% passing the #100 sieve All mortar shall be fresh for the work at hand Mortar that has begun to set shall not be used 2 Joint Seals Precast concrete manhole section Joint seals shall meet the requirements of Section 07905 If Section 07905 is absent from this specification Joint seal material shall be RUB R NEK or approved equal Apply a manufacture s approved primer to manhole Joints prior to installation of seals PART 3 EXECUTION 301 GENERAL A The manhole shall be constructed on a properly compacted subgrade and in such a manner that the center of the manhole coincides with the intersection of the projected centerlines of the inlet and discharge pipelines The surface shall be level to permit proper construction of the riser sections Changes in size and grade of channels for gravity pipelines shall be made gradually and evenly using concrete made with ASTM C 150 Type II Portland cement The invert channels may be formed directly in the concrete manhole base or may be constructed by laying sewer pipe through the manhole and cutting out the top half of the pipe after the concrete has cured and reached design strength RRF Outlet Pipe 02635 2 Manhole Structures Contract Documents 7 The undersigned Bidder hereby acknowledges receipt of Addenda No through 8 BID SCHEDULE (Base Bid) PMO& Rsearce Racmay Farm 0ldlet Pipe Dab Se0~2aes Brd Sdauule It'srd Descnpdon Und Esunmd unit dan Number GUN" cast fSl cost ISI 1 MWIM n 31d Few O eneaa LS 1 2 TralsC Cantcl LS 1 3 Cleatg aq Gmtdrg LS 1 4 CdrsaLCem zewawng LS 1 '+ CorRT,Cam Su""g Wd Staktg LS 1 6 Re rve S-D=K, WIC Replace Eessng Rprap on Rtver gars CY 40 7 JnUaWed Excavascr CY 140 e MW Ezcavoor CY T a EIMMIEWerr Cy T ID a-ncrl ReIMCed CCncfeW Pipe L- 110 1 to 11d1 "We EA 4 2 Saxd CLs3R WN CY 6 13 Cxa Me -eW*A wrtl Megms EA 2 14 Rlprap lCM01 CY 14 c M161HI3nB0WAM[s Tra5n Racss LS 1 6 -a� GMWC Pepaagn arld Seedrg AC 1 a T' _roslcn CmW -erpdray CaW Dam LS 1 le EmsWn Cmft Sir Fence L- cg0 Q =MSM GMM Sed"IM Trap4n CrenreIBMI3 EA 1 TOTALCOG— TOTAL COS IN WORDS Rev 10/20/07 Section 00300 Page 2 The floor of the manhole outside of the channels shall slope upward from the springhne of the pipeline to the wall of the manhole at not less than one inch per foot nor more than two inches per foot 3 02 PLACEMENT OF PRECAST CONCRETE BASE AND RISER SECTIONS A Sections Set the base and each manhole riser section such that the manhole will be plumb Use sections of various heights to bring the ring and cover to the proper grade The last riser section prior to placement of an eccentric cone or flat top shall be the shortest available but in no case greater than 24 inches in height B Joints Sections shall be clean and dry Mortar Joints shall not be used when temperature of the air or section will be below 35° F when placing and curing unless supplemental heat is used to keep the sections warm and mortar from freezing In addition Mortar shall not be used when manhole is within 50 of the centerline of the Lanmer County Canal No 2 or the New Mercer Ditch I Using Joint Sealer The mating surfaces of the two sections to be Joined shall be thoroughly cleaned Apply the Joint sealer to the seat of the base or riser section that is already m place Only one Joint is permitted in the sealer Carefully lower the second precast concrete section onto the first section so that the Joint sealer compresses forming a uniform seal Each succeeding precast section shall be Jointed in a similar manner 2 Using Mortar The mating surfaces of the two sections to be Joined shall be thoroughly cleaned Apply a one inch minimum bed of freshly mixed mortar to the Joint of the section already in place The mortar shall be uniform in thickness and cover the entire perimeter of the section Carefully lower the second precast concrete section onto the first section so that the mortar compresses forming a uniform seal Tool the mortar for a uniform appearing Joint Each succeeding precast section shall be Jointed in a similar manner B Lifting Holes Fill all lifting holes with mortar 3 03 REPAIR OF IMPERFECTIONS IN SECTIONS A Imperfections in the precast concrete manhole base or sections shall be reviewed by the ENGINEER prior to repair The CONTRACTOR shall submit repair materials and methods to the Engineering for review and approval 3 04 ADJUSTING RINGS RING AND COVER INSTALLATION RRF Outlet Pipe 02635 3 Manhole Structures A Install ring and cover on one or maximum of two precast concrete adjusting rings Each adjusting ring shall be a maximum of 8 inches high Adjusting rings shall be placed similar to the precast concrete manhole rings i e thoroughly cleaned and placed with mortar or joint sealer The total allowable height of adjusting rings ring and cover shall be one inch less than the manufacturers shortest precast concrete riser section Unless otherwise indicated in the Drawings set the top of the adjusting rings such that no part of the cast iron ring and cover will project above a point i/4 inch below the finish surface of pavement 3 05 PIPE CONNECTIONS A The manhole shall be thoroughly bonded to the barrel of the pipe and all connections with pipe shall be made without projections or voids All pipe shall have a Harrulton Kent (or approved equal) water stop gasket applied around the pipe The joint between the PVC pipe and manhole wall shall be sealed with a non shrink non metallic grout 306 ACCEPTANCE A The sewers and manholes shall meet the requirements of the tollowing tests The CONTRACTOR shall furnish all equipment labor and incedentals necessary and conduct tests in the presence of the ENGINEER B Alignment tests 1 The ENGINEER may lamp each section of sewer between manholes to determine whether any displacement of the pipe has occurred The CONTRACTOR shall provide suitable assistance to pertorm tests 2 The CONTRACTOR shall repair poor alignment displaced pipe or other defects discovered C Television Inspection Owner may perform television inspection upon Substantial Completion and prior to Final Inspection and Acceptance 2 Inform Owner one (1) week prior to requiring his services 3 Supply Owner with unobstructed access to all manholes 4 Owner will supply traffic control relevant to this operation D Vacuum Testing Vacuum testing is not required on storm sewer manholes E Manholes and pipe Imes shall not have any visible leaks for damp spots RRF Outlet Pipe 02635 4 Manhole Structures F Repair and retest lines and manholes that fail tests until satisfactory results are obtained G Cleaning Prior to Substantial Completion remove all accumulated construction debris rocks gravel sand silt and other foreign material from the sewer system Use mechanical roddmg or bucketing equipment as required 2 Upon final inspection if any foreign material is present in the system flush and clean the sections of the line as required 307 ABANDONMENT A Manholes to be abandoned in place shall have all pipes entering or exiting the structure plugged with lean concrete or controlled low strength material backfill (Flo Fill) For manholes with existing pipes too large to plug with fill the CONTRACTOR shall construct a bulkhead on the inside of the manhole to prevent the fill from entering the pipes Material and procedure must be approved by the ENGINEER B Manhole tops or cone section shall be removed to the top of the full barrel diameter section or to a point not less than 36 inches below final grade The structure shall then be backfilled with lean concrete or Flo Fill Surface restoration shall be completed to match the surrounding areas C Manhole rings and covers inlet grates and frames precast flat top or cone sections or any other salvageable items shall be salvaged stored and delivered to such location as prescribed by the ENGINEER END OF SECTION RRF Outlet Pipe 02635 5 Manhole Structures THIS PAGE INTENTIONALLY LEFT BLANK RRF Outlet Pipe 02635 6 Manhole Structures SECTION 02920 GRASSES PART1 GENERAL l 01 SECTION INCLUDES A This section covers soil preparation fertilizing mulching installation of erosion control fabrics watering and initial care final inspection and approval and the guarantee penod for permanently revegetated areas B This section addresses work within the limits of disturbance as Shown on the Drawings However if disturbance does occur outside of this designated area this section will also pertain to those areas which have been disturbed 102 SUBMITTALS A Submit the seed vendors guaranteed statements of composition of mixtures and percentage of purity germination and minimum weed content of each species used in mixtures B Submit the following manufacturers certifications to verify that materials meet specification requirements Fertilizer analysts 2 Organic mulch tackitterfbinder 3 Erosion control and revegetation material 4 Herbicide 103 MAINTENANCE AND ACCEPTANCE A Initial Inspection Revegetation The CONTRACTOR will inspect existing site conditions and note irregularities affecting work of this section Verify that grading operations have been satisfactorily completed and that topsoil of adequate quantity and quality has been replaced in all disturbed areas as specified Verify that the area to be revegetated is protected from concentrated runoff and sediment from adjacent areas Note any previous treatments to the area such as temporary seeding or mulching and discuss how these treatments will effect permanent revegetation with the ENGINEER Report all irregularities affecting work of this section to the ENGINEER before beginning work Beginning work of this section implies acceptance of existing conditions RRF Outlet Pipe 02920 1 Grasses B Condition Acceptance I Upon completion of the seeding operations the CONTRACTOR shall notify the ENGINEER to review the work If all work is acceptable the ENGINEER shall record that date and issue a Conditional Acceptance certificate 2 Seeded areas shall receive Final Acceptance provided all requirements including two (2) years maintenance have been complied with and a healthy even colored viable turf is established free of weeds and undesirable grass species disease and insects Seeded areas shall meet the required coverage for seed establishment C Seed Establishment Period 1 Seed establishment period shall begin upon notice of Conditional Acceptance given by the ENGINEER in writing 2 Areas seeded in the Spring shall be inspected for required coverage the following Fall not later than October 1st Required coverage for grass seed areas shall be ten (10) viable live seedlings of the species specified per square foot or 50% foliage cover as measured from 5 directly over head with no bare spots larger than one square foot Deternunation of required coverage will be based on a random sampling of the entire project area and shall consist of a minimum of five samples each two square feet in area Bare spots are defined as those areas larger than one square foot which do not meet the required coverage The following Spring prior to May 15th the seeded areas shall be reinspected for the required coverage At this time 75% foliage cover or fifteen (15) viable live seedlings of the species specified per square foot as measured from 5 directly overhead shall be required The same random sampling method will be used to determine coverage 3 Once the maintenance periods are completed and seed establishment is accepted the ENGINEER shall issue a Final Acceptance of Seeding Work D Maintenance Period l Maintain all seeded areas for two growing seasons from the date of Conditional Acceptance CONTRACTOR shall perform necessary maintenance to ensure establishment per Section l 03 C E Maintenance (CONTRACTOR May Choose to Perform the Following) Mowing and Weed Control a) Mow seeded areas leaving a five to six inch stubble three times per RRF Outlet Pipe 029202 Grasses growing season during the maintenance period b) Apply appropriate herbicide(s) in accordance with manufacturers suggested rate(s) to control weeds Herbicide application must comply with all requirements of herbicide/pesticide applicators license including suitable warning/signing following application 2 Disease and Insect Control Apply fungicides and insecticides as required to control diseases and insects by a licensed applicator in accordance with state law requirements 3 Watering The CONTRACTOR shall be responsible for watering of seeded areas if he deems it necessary to insure performance under this Section Apply only the amount of water necessary to maintain seeded areas in a healthy condition until the end of the warranty period Reduce amount of water after seed is established Avoid standing water surface wash or erosion from over watering 4 Protection a) Provide sufficient bamers and signage notifying the public to keep off newly seeded areas b) Repair Re seed areas that have washed out or are eroded 5 Inspection a) The CONTRACTOR shall notify the ENGINEER prior to watering mowing fertilizing and spraying operations b) After the first six months the ENGINEER and the City Forester shall perform an intermediate inspection of the site with the CONTRACTOR to determine that maintenance is sufficient to insure a healthy condition of the seeding work at the end of the two growing seasons 104 CLEANING A Perform cleaning daily during installation of the work and upon completion the work Remove and haul from the site all excess matenals debris and equipment Repair damage resulting from seeding and maintenance operations Clean mulch from paved surfaces 105 WARRANTY A For a period of two years after the date of Conditional Acceptance of Seeding Work the CONTRACTOR shall maintain and guarantee all seeded areas to be in a vigorous healthy growing condition The CONTRACTOR shall re seed any areas RRF Outlet Pipe 02920 3 Grasses that are dead diseased or in the opinion of the ENGINEER in an unhealthy condition at no additional cost to the OWNER Reseeding operations shall be performed by the CONTRACTOR within ten days of notification from the ENGINEER PART PRODUCTS 2 01 QUALITY A All materials used for revegetation shall be new and without flaws or defects of any type and shall be the best of their class and kind 2 02 DELIVERY STORAGE AND HANDLING A Seed All seed shall be furnished in bags or containers clearly labeled to show the name and address of the supplier the seed name the lot number net weight the percent of weed seed content and the guaranteed percentage of purity and germination All brands furnished shall be free from noxious seeds The CONTRACTOR shall furnish to the ENGINEER a signed statement certifying that the seed furnished is from a lot that has been tested by a recognized laboratory for seed testing within six months prior to the date of delivery Seed which has become wet moldy or otherwise damaged in transit or in storage will not be accepted B Seed shall conform to all current State and Federal regulations and will be subject to the testing provisions of the Association of Official Seed Analysts C The seed shall have a minimum germination of 85% and a minimum purity of 90% Seed shall not exceed 1 % weed content by weight If seed available on the market does not meet the minimum purity and gerination percentages specified the CONTRACTOR must compensate for a lesser percentage of purity or germination by furnishing sufficient additional seed to equal the specified product Product companson shall be made on the basis of pure live seed in pounds This formula used for determining the quantity of pure live seed (PLS) shall be Pounds of Seed x (Purity x Germination) = Pounds of Pure Live Seed (PLS) 203 FERTILIZER A Commercial product of uniform composition free flowing and conforming to applicable State and Federal laws Deliver in original unopened containers Submit manufacturers guaranteed analysts No Cyanamid compounds will be permitted in mixed fertilizers 2 04 SEED RRF Outlet Pipe 02920-4 Grasses 205 A Furnish in bags or containers clearly labeled to show that name and address of the supplier the seed name the lot number net weight percent of weed seed content and the guaranteed percent of purity and germination All seed shall be free from noxious weed as defined by the OWNER Do not use seed which has become wet moldy or otherwise damaged in transit or storage All seed shall be mixed by the wholesale dealer The seed shall be mixed in proportions necessary to obtain the application rate specified I Dryland Seed PLS Seeding Rate (#/acre drilled) Western wheatgrass Barton 550 Bluebunch wheatgrass Secar 250 Slender Wheat Primar (Revenue) 200 Blue Grama Lovington 200 Sheep Fescue Covar (Bighorn) 200 Switchgrass Blackwell 1 50 2 Wetland Seed PLS Seeding Rate (#/acre drilled) Nebraska Sedle (Carex nebraskensis) 100 Least Spikerush (Eleocharis asicularis) 100 Torrey Rush (Juncus torreyi) 100 Three Square (Scirpus americanus) 100 Blue Vervain (Verbena Hastata) 100 MULCH A Mulch will not be required in the seeded areas that have received temporary mulch or temporary vegetation prior to November I ` B Seeded Areas Hydraulic Mulch a) Hydraulic mulch material shall consist of at least ninety (90%) percent virgin wood cellulose fiber and be free of any substance or factor which might inhibit germination or growth of grass seed The wood cellulose fibers shall have the property of becoming evenly dispersed and suspended when agitated in water b) Hydraulic mulch shall be clean and shall not contain the seeds of noxious weeds or unspecified grasses It shall be dyed a color to allow visual metering of its application When sprayed uniformly on the surface of the soil the fibers shall form a blotter like ground cover which readily absorbs water and allows infiltration to the underlying soil RRF Outlet Pipe 029205 Grasses c) Weight specifications for hydraulic mulch from suppliers and for all applications shall refer only to air dry weight of the fiber a standard equivalent to ten (10%) percent moisture The hydraulic mulch material shall be supplied in packages having a gross weight not in excess of one hundred (100 Ibs ) pounds and shall be marked by the manutacturer to show the air dry weight content d) The CONTRACTOR shall obtain and submit to the ENGINEER certifications from suppliers of hydraulic mulch that laboratory and field testing of their product has been accomplished and that it meets all of the foregoing requirements pertaining to wood cellulose fiber mulch 2 06 WATER A The CONTRACTOR will be required to provide all water necessary for planting and establishment of vegetation All water used on projects under this Contract shall be free of any substances harmful to plant germination and growth and of the environment in general The CONTRACTOR shall be responsible for furnishing and applying water which meets these requirements 2 07 CARE OF DELIVERED MATERIALS A Commercially purchased wetland plants will be delivered to the construction site as close to the time of planting as possible Upon receipt of the shipment plants will be inspected for moisture status and condition All plants will be watered upon arrival Watering should be repeated every four days as needed following this date until planting No fertilizer materials will be applied to stored plants Plants will be stored in such a manner as to I Avoid or reduce moisture stress 2 Avoid excessive heat or cold 3 Protect plants from wind and mechanical damage 4 Provide a staging area for subsequent planting activities B All fertilizer seed and mulch materials will be retained in shipping bags until they are to be used These materials will be stored in a manner to prevent them trom coming in contact with precipitation of surface water PART 3 EXECUTION RRF Outlet Pipe 029206 Grasses 9 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 Signature Title CONTRACTOR FIN License Number (If Applicable) (Seal - if Bid is by corporation) Attest Address Telephone Email Date Rev 10/20/07 Section 00300 Page 3 301 SOIL PREPARATION A Apply a minimum of 6 inches of topsoil to all areas to be seeded Thoroughly till all areas which are to be seeded that previously supported vehicular traffic to a depth of 12 Till all remaining areas to a depth of 6 Channel bottom areas are to be ripped to a depth of at least 2 feet on approximately 2 to 4 foot centers Work the coil only when moisture conditions are suitable Remove rocks and other objects 3 or greater in any dimension B Correct irregularities in the ground surface resulting from soil preparation operations and slope to dram 302 SEEDING A Seed all areas that have been disturbed as a result of construction operations after ENGINEER has inspected and approved the seedbed All areas disturbed by the CONTRACTOR (i a staging areas etc) shall be seeded by the CONTRACTOR at no cost to the OWNER B Seeding shall occur immediately after soil preparation has been approved by ENGINEER C Do not seed during windy weather or when the ground is frozen muddy or untillable D Seed at the rates specified in PART 2 MATERIALS E Seeded Areas Seed all areas with a mechanical power drawn drill when possible When access is not possible broadcast seeding may be allowable if approved by the ENGINEER Drill Seeding All seed is to be drilled 0 25 inch to 0 50 inch into the soil at the specified PLS/acre rate with a mechanical power drawn drill or Brillion seeder Rows shall be spaced not more than 7 inches apart If using a range drill the CONTRACTOR shall drill one half of the required PLS/acre in one compass direction and then drill the remaining half of the required PLS/acre in a direction 90 degrees to the first half Broadcast seeding will be accomplished using hand operated cyclone type seeders or rotary broadcast equipment attached to construction or revegetation machinery All machinery will be equipped with metering devices Broadcasting by hand will be acceptable on small isolated sites When broadcast seeding passes will be made over each site to be seeded in a manner to ensure an even distribution of seed When using hopper type equipment seed shall be frequently mixed within the hopper to discourage seed settling and uneven planting distribution of species RRF Outlet Pipe 029207 Grasses Broadcast seeding will take place immediately tollowing the completion of final seedbed preparation techniques and upon inspection and approval of the ENGINEER Broadcast seeding should not be conducted when wind velocities would prohibit even seed distribution The broadcast seeding rate for herbaceous species will be twice the rate of drill seeding Woody species will be established by broadcast seeding methods only F Revegetation shall occur based on the following tables PREFERRED (FALL) REVEGETATION SCHEDULE Reclamation Technique Grading/Ripping Resoilmg Seedbed Material Sampling Fertilization Seedbed Preparation Seeding Wetland Pod planting Mulching (if Specified) Month Any month Sept Oct Nov Sept Oct Nov Sept Oct Nov Sept Oct Nov Apr May Oct Nov Dec Apr May Oct Nov Dec Sept Oct Nov Dec ALTERNATE (SPRING) REVEGETATION SCHEDULE Reclamation Technique Grading/Ripping Resoilmg Seedbed Material Sampling Fertilization Seedbed Preparation Seeding Wetland Pod planting Mulching (if Specified) 3 03 MULCH APPLICATION Month Any month Feb Mar Apr May Mar Apr May Mar Apr May Mar Apr May Mar Apr May Apr May Feb Mar Apr May A Mulch will not be required in the seeded areas that have received temporary mulch or temporary vegetation prior to November I ` Mulch shall be applied immediately following seeding operations B Seeded areas Hydraulic Mulch Immediately after seeding has been completed hydraulic mulch if required shall be applied as a homogeneous slurry of water cellulose fiber mulch and tackifier at the rate of two thousand (2 000) pounds per acre Mulch mixture shall be applied uniformly over all seeded areas with equipment capable of operating at one hundred (100) gallons per minute at one hundred (100) pounds per square inch RRF Outlet Pipe 02920 8 Grasses 3 04 PROTECTION OF SEEDED AREAS A Protect seeded areas from unnecessary pedestrian or vehicular traffic until well established through the use of fences barricade and signage Provide any additional erosion control measures which are necessary for the successful establishment of vegetation 3 05 RESEEDING AND REPAIR A The CONTRACTOR shall be responsible for reseeding and mulching areas which do not meet the acceptance criteria set forth in paragraph 103 of this Section 3 06 MAINTENANCE A The CONTRACTOR shall ensure successful seed growth per Section 103 C CONTRACTOR may choose the following methods to achieve successful seed growth I Periodic Inspections 2 Weed Control 3 Disease and Insect Control 4 Watering a) Seeded areas may be watered if deemed necessary by the CONTRACTOR to ensure performance under his Section 5 Protection B Refer to maintenance requirements in Paragraph 103 E END OF SECTION RRF Outlet Pipe 029209 Grasses THIS PAGE INTENTIONALLY LEFT BLANK RRF Outlet Pipe 02920 10 Grasses SECTION 02921 GROUND PREPARATION FOR SEEDING PART1 GENERAL 1 01 SECTION INCLUDES A This section covers sod preparation for areas to be reseeded B This section addresses work within the limits of disturbance as shown on the Drawings However if disturbance does occur outside of this designated area this section will also pertain to those areas which have been disturbed l 02 INITIAL INSPECTION The CONTRACTOR will inspect existing site conditions and note irregularities affecting work of this section Verify that grading operations have been satisfactorily completed and that topsoil of adequate quantity and quality has been replaced in all areas as specified Verify that the area to be revegetated is protected from concentrated runoff and sediment from adjacent areas Note any previous treatments to the area such as temporary seeding or mulching and discuss how these treatments will effect permanent revegetation with the ENGINEER Report all irregularities affecting work of this section to the ENGINEER before beginning work Beginning work of this section implies acceptance of existing conditions 103 CLEANING Perform cleaning daily during installation of the work and upon completion the work Remove and haul from the site all excess materials debris and equipment Repair damage resulting trom ground preparation operations PART 2 EXECUTION 2 01 GENERAL SOIL PREPARATION A Inspection Examine the substrate in which the work is to be performed Do not proceed until unsatisfactory conditions have been corrected B Grades Grades have been established under work of another Section to within I inch plus or minus of required finished grades Verify that grades are within 1 inch plus or minus of required finished grades Notify the ENGINEER prior to commencing soil preparation work if existing grades are not satisfactory or assume responsibility for conditions as they exist C Weed and Debris Removal All ground areas to be planted shall be cleaned of all weeds and debris prior to any sod preparation or grading work Weeds and debris shall be disposed of off the site RRF Outlet Pipe 02921 1 Ground Preparation for Seeding D Contaminated Soil Do not perform any soil preparation work in areas where soil is contanumated with cement plaster paint or other construction debris Bring such areas to the attention of the ENGINEER and do not proceed until the contaminated soil is removed and replaced E Moisture Content Soil shall not be worked when moisture content is so great that excessive compaction will occur nor when it is so dry that dust will form in the air or that clods will not break readily Water shall be applied if necessary to bring sod to an optimum moisture content for tilling and planting F Ripping & Scarification Rip scarify or otherwise loosen all areas to a depth of 6 inches removing all obstructions encountered in excavating such as loose rock con struction debris etc Thoroughly till all areas which are to be seeded that previously supported vehicular traffic to a depth of 12 Till all remaining areas to a depth of 6 Channel bottom areas are to be ripped to a depth of at least 2 feet on approximately 2 to 4 foot centers Work the soil only when moisture conditions are suitable Remove rocks and other objects 3 or greater in any dimension END OF SECTION RRF Outlet Pipe 02921 2 Ground Preparation for Seeding DIVISION 3 CONCRETE SECTION 03110 SECTION 03210 SECTION 03310 SECTION 03320 SECTION 03350 SECTION 03390 SECTION 03615 RRF Outlet Pipe STRUCTURAL CAST IN PLACE CONCRETE FORMS REINFORCING STEEL STRUCTURAL CONCRETE CONSTRUCTION JOINTS CONCRETE FINISHING CONCRETE CURING GROUT SECTION 03110 STRUCTURAL CAST IN PLACE CONCRETE FORMS PART1 GENERAL 101 SECTION INCLUDES The CONTRACTOR shall supply all labor tools equipment and materials to set forms for the proper placement of concrete for structures It is the CONTRACTOR s responsibility to design and build adequate forms and to leave them in place until the forms can be safely re moved The CONTRACTOR is responsible for damage and injury caused by removing forms carelessly or before the concrete has gamed sufficient strength Means and methods of repair shall be reviewed by the ENGINEER prior to performing the work 102 RELATED SECTIONS A Section 03310 — Structural Concrete B Section 03320 — Construction Joints C Section 03350 Concrete Finishing D Section 03615 Grout 1 03 QUALITY STANDARDS A Amencan Concrete Institute I ACI 318 Budding Code Requirements for Structural Concrete 2 ACI SP-4 Formwork for Concrete B American Plywood Association I PS 1 US Product Standard for Construction and Industrial Plywood 2 120 Grades and Specifications 3 V345 Concrete Forming 104 SUBMITTALS A General Design placement and maintenance of formwork and form systems is the responsi bility of the CONTRACTOR Submittals other than listed herein are not required nor will they be reviewed B Product Technical Data l Manufacturer and type of form materials RRF Outlet Pipe 03110 1 Structural Cast In Place Concrete Forms 2 Manufacturer and type of form ties 3 Manufacturer and type of void form including compressive strength 4 Manufacturer of form release agent C Formwork Design A copy of a transmittal letter from the designing engineer to the CONTRACTOR in cheating that the design of the formwork for the project was prepared by or under his supervision The letter shall be stamped with the seal of the designing engineer and signed in accordance with the professional engineering registration laws where the project is located The designing engineers qualifications shall be attached to the transmittal letter 105 QUALITY ASSURANCE Formwork and if required shoring and reshoring shall be designed by a Professional Engi neer licensed to practice in the state where the project is located and having a minimum of five years experience in the design of concrete formwork or form systems PART PRODUCTS 201 GENERAL For the purposes of this specification exposure shall be defined as a surface interior or exte nor of a structure that will be exposed to view during its use For example the interior wall of a boned water retaining structure is a surface exposed to view 2 02 FORMS FOR SURFACES EXPOSED TO VIEW A Walls APA B B Plyform Class I Exterior PS l 83 The plywood shall be mill oiled and edge sealed 2 Symons hand set steel ply forms or equal B Beams APA B B Plyform Class I Exterior PS 1 83 The plywood shall be mill oiled and edge sealed 2 Symons hand set steel ply forms or equal C Sides of Column Footings 2 RRF Outlet Pipe APA B B Plyform Class I Exterior PS 1 83 The plywood shall he mill oiled and edge sealed Symons hand set steel ply forms or equal 031102 Structural Cast In Place Concrete Forms Steel of sufficient thickness that the form will remain true to shape after no merous repetitive uses D Sides of Curved or Straight Continuous Wall Footings APA High Density Overlay Plyform Class I Exterior APA B B Plyform Class I Exterior PS 1 83 For curved surfaces plywood of sufficient thickness free from knots and other im perfections which can be cut and bent and held in place accurately to the required curvature without splintering or splitting shall be used E Floor and Roof Slabs APA B B Plyform Class I Exterior PS 1 83 The plywood shall be mill oiled and edge sealed F Columns Regardless of materials of construction the forms shall be such to permit bracing in two directions at half height and full height at a mimmum Two braces at 900 are re quired at half and full height Steel of sufficient thickness that the form will remain true to shape after no merous repetitive uses Fiberglass of sufficient thickness that the form will remain true to shape G Column Capitals Steel 16 gage or thicker so that the form will remain true to shape after nu merous repetitive uses 2 03 FORMS FOR SURFACES NOT EXPOSED TO VIEW Wood or steel sufficiently tight to prevent mortar leakage 2 04 ANCHORAGE IN SLABS FOR BRACES FOR WALL AND COLUMN FORMS Braces shall be anchored to deadmen of sufficient size and weight to maintain the proper wall/column alignment under all load conditions including wind Wedge anchors of any type inserts or concrete nails are specifically not permitted for an chorage of wall or column braces in water retaining structures Wedge anchors or nails may be used in other structures when in the opinion of the ENGINEER the resulting concrete fin ish patch will be acceptable The CONTRACTOR shall make a submittal including informa Lion about the type of wedge anchor or nail and the means of patching the surface for review and acceptance by the ENGINEER RRF Outlet Pipe 031103 Structural Cast In Place Concrete Forms SECTION 00400 SUPPLEMENTS TO BID FORMS 00410 Bid Bond 00420 Statement of Bidder s Qualifications 00430 Schedule of Subcontractors SECTION 00410 Rev 10/20/07 Section 00410 Page 1 2 05 ANCHORAGE IN SLABS FOR UPTURNED COLUMN FOOTING FORMS Braces shall be anchored to deadmen of sufficient size and weight to maintain the proper wall/column configuration and diameter Wedge anchors of any type inserts or concrete nails are Specifically not permitted for anchorage of column footing forms 2 06 FORM TIES A Water Retaining Structures and Below Grade Structures Symons S Panel Ties or equal with water seal and one inch break back cones on both tie ends shall be used on all wall forms B Other Structures Symons S Panel Ties or equal with one inch break back cones on both tie ends unless otherwise called out or shown in the Drawings or approved by the ENGI NEER shall be used on all wall forms C Twisted Wire Ties Twisted wire ties with loops to hold torms in position are not permitted 2 07 CHAMFER STRIP Chamfer strips (3/4 inch) shall be placed in the comers of forms and at the tops of walls or up turned footings to produce beveled edges on permanently exposed concrete surfaces In tenor angles of intersecting concrete surfaces and edges of construction joints shall not be beveled unless otherwise indicated in the Drawings The chamfer strip may be made of wood or polyvinyl chloride (PVC) 208 STIFFBACKS Stiffbacks for wall forms shall be constructed of lumber or Glulams uniform in width and thickness free from knots and other surface defects Only one joint is permitted in the board of a stiffback and joints shall be offset so as to not occur at the same point Stiffbacks shall extend to a point not less than six inches above the top of forms 2 09 GANG WHALER PLATES FOR THE TOP OF CURVED WALLS Gang whaler plates shall be constructed of plywood as described below cut to the radius of the wall curve The gang whaler plate shall be of sufficient depth to permit notching for stiftbacks A APA High Density Overlay Plyform Class I Exterior B APA B B Plyform Class I Exterior PS l 83 2 10 WEDGE INSERTS When permitted by the ENGINEER at the tops of walls or columns wedge inserts may be RRF Outlet Pipe 031104 Structural Cast In Place Concrete Forms used to support future formwork or catwalks The inserts shall be Richmond Screw Anchor or equal 2 11 FORM RELEASE AGENT Magic Kote by Symons Corp or equal PART EXECUTION 301 GENERAL Forms shall be used wherever necessary to confine the concrete and shape it to the specified Imes and grades as shown on the Drawings The CONTRACTOR shall set and maintain concrete forms so as to ensure completed work is within all applicable tolerance limits If a type of form does not in the opinion of the ENGINEER consistently perform in an accept able manner the type of form shall be changed and the method of erection shall be modified by the CONTRACTOR subject to the review of the ENGINEER Forms shall have sufficient strength to withstand the pressure resulting from placement and vibration of concrete and shall be maintained rigidly in position The design of tormwork and placing rate of concrete with medium and high range water reducing agents shall be ad justed to compensate for the greater hydraulic pressures exerted on the forms by concrete of high fluidity Forms shall be clean and free from mortar and other foreign material from previous use prior to being placed The CONTRACTOR shall demonstrate that forms are vertical proper alignment grade or radius when requested by the ENGINEER 3 02 FORM SURFACE TREATMENT A General Prior to placing reinforcing steel coat the torms with a non staining release agent that will effectively prevent the absorption of moisture and prevent bond of the concrete to the form Contact with hardened concrete against which fresh concrete is to be placed is prohibited All bond breaking materials or processes shall be used only of ter acceptance by the ENGINEER Care shall be taken in applying form oil to avoid contact with reinforcement steel Embedded material which becomes coated with form oil shall be thoroughly cleaned or replaced at the expense of the CONTRAC TOR B For Potable Water Facilities Form release agents for potable water facilities such as treated water storage reser vows or water treatment plants shall be non toxic 30 days after application 303 TOLERANCES Tolerances are defined as allowable variations trom specified alignments grades and dimen RRF Outlet Pipe 031105 Structural Cast In Place Concrete Forms stone Allowable variations from specified alignments grades and dimensions are prescribed in the following sub section Descriptions of these criteria can be found in Part 2 of the ACI Manual of Concrete Practice 1995 Commentary of Standard Specifications for Tolerances for Concrete Construction and Materials (ACI 117 90) A Footings and Foundations Drilled Piers Vertical alignment < 2 % of the shaft length Lateral alignment <_ 1/24 of shaft diameter 3 inch maximum Level alignment to cut off elevation +l inch 3 inch 2 Continuous Wall Footings (Circular and Non circular) Lateral alignment _< 2% of the footing width 2 inches maximum Relative alignment Variation < I inch in 10 feet (variation between specs fied plane and as built surface) Cross sectional dimension Horizontal dimension Variation +2 inch 1/2 inch Vertical dimension (thickness) Variation ± I/2 inch Circular Wall Footing Only Variation in Radius in any 20 feet of wall length < 1/2 inch Variation in Radius in entire wall length S I inch 3 Column footings Lateral alignment Variation < 2 inch Level alignment Variation from spectfted elevation +1/2 inch 2 inch Relative alignment Variation < 1 inch in 10 feet (variation between spec[ fied plane and as built surface) Cross sectional dimension Horizontal dimension Variation +2 inch 1/2 inch Vertical dimension (thickness) Variation ± 1/2 inch B Cast in Place Concrete for Buildings and other Structures RRF Outlet Pipe 031106 Structural Cast In Place Concrete Forms l Member (such as a beam column wall slab or pier) Vertical alignment Variation from specified plumb 5 3/8 inch (full height) 1/4 inch (one torm sec tion) Lateral alignment Maximum in any bay Variation < 1/2 inch Maximum in any 20 feet of length Variation < 1/2 inch Maximum for entire wall length Variation <_ 1 inch Floor and wall opening locations Vanatton <_ 1/2 inch Sawcuts andjomts Variation <_ 3/4 inch Level alignment Top elevation of slabs Variation < 3/4 inch Lintels other lines exposed to view Variation < 3/4 inch Cross sectional dimensions Walls and slabs (thickness) Variation ±1/4 inch Columns and Beams Variation +1/2 inch 1/4 inch Size of wall and floor openings Variation ± 1/4 inch Relative alignment Offset between adjacent formwork Variation ±1/4 inch Variation in Specified Grade For any distance less than 10 feet Variation <_ 1/4 inch For entire structure Variation ± 1/2 inch For manholes and outlet structures Variation < 1 inch 2 Stairways Relative alignment RRF Outlet Pipe 031107 Structural Cast In Place Concrete Forms Difference in height between adjacent risers 1/8 inch Difference in width between adjacent treads 1/4 inch 3 04 PLUMB AND STRING LINES Plumb and string lines shall be installed on wall and column forms before and maintained during concrete placement There shall be sufficient number of plumb or string lines in walls for example at every other sttffback properly installed to permit continuous monitoring Dur mg concrete placement the CONTRACTOR shall continually monitor plumb and string line positions and immediately correct deficiencies The plumb and string Imes shall extend to a point at least six inches above the top of wall or column 3 05 FORMWORK CAMBER In order to maintain specified tolerances of joists beams or slabs subject to dead load def7ec tion the CONTRACTOR shall camber formwork to compensate for dead load deflection prior to hardening of the concrete 3 06 GANG WHALER PLATES FOR CIRCULAR WALLS The CONTRACTOR shall place a gang whaler plate cut to the curvature of the wall such as a circular reservoir wall at the top of the wall forms The gang whaler plate shall be at tached to the forms with a gang whaler rod at appropriately designed intervals The gang whaler plate may be notched to permit the shffback to extend above the top of the wall forms The gang whaler plate shall be sufficiently stiff to maintain the required curvature 3 07 HAND SET MODULAR FORMS Hand set modular forms such as Symons hand set steel ply forms shall be placed with no more than two intersecting joints occur at one level in the formwork above the bottom modu tar form level The following figure illustrates the required form pattern Figure I RRF Outlet Pipe 031108 Structural Cast In Place Concrete Forms The above form configuration is one way recommended by Simons Corp to eliminate Vern cal in plane bending of the forming system The CONTRACTOR may develop alternate means of maintaining vertical alignment Alternate form system configurations require preparation by a licensed Professional Engineer in Colorado and submittal to the ENGI NEER for review and approval 3 08 FORMWORK CLOSURE Forms which will prohibit visual review of items such as reinforcing steel waterstops and bearing pads by the ENGINEER shall not be placed until the ENGINEER has performed a final review of the reinforcing steel The CONTRACTOR shall use compressed air from an air compressor to blow out construc tion debris and dirt at the bottom of sections or members to be placed such as walls slabs beams and columns prior to placing forms or concrete The CONTRACTOR shall demon strafe to the ENGINEER that all debris such as loose concrete particles saw dust loose tie wire bar tags tape trash and dirt have been thoroughly removed 3 09 HOT OR COLD WEATHER PLACEMENT AND STEEL FORMS Prior to placing concrete when steel forms are used the forms shall be heated when the sur face temperature of the form is below 40° F or cooled when the surface temperature of the form is above 900 F If water is used to cool forms where pondmg of water may occur i e at the bottom of a column the water shall be permitted to dram prior to placing concrete 310 REMOVAL OF FORMS The forms for any portion of a structure shall not be removed until the concrete has reach sufficient strength with a factor of safety of 2 0 to withstand applied loads such as self weight and wind loads or withstand damage when the forms are removed For post tensioned concrete slabs and beams formwork shall not be removed until the entire slab or member has been stressed and stressing records accepted 311 RESHORES When a reshore plan is to be performed it shall comply with Section 104 of this Specifica non END OF SECTION RRF Outlet Pipe 031109 Structural Cast In Place Concrete Forms THIS PAGE INTENTIONALLY LEFT BLANK RRF Outlet Pipe 03110 10 Structural Cast In Place Concrete Forms SECTION 03210 REINFORCING STEEL PART1 GENERAL 1 01 SECTION INCLUDES This work shall consist of furnishing and placing reinforcing steel in accordance with these Specifications and in conformity with the Drawings 102 RELATED SECTIONS A Section 03310 — Structural Concrete 103 QUALITY STANDARDS A American Concrete Institute 1 ACI 318 Building Code Requirements for Reinforced Concrete 2 ACI Detailing Manual (SP 66) 3 ACI 117 Standard Tolerance for Concrete Construction and Materials B American Society for Testing and Materials 1 ASTM A 615 A 616 including supplementary requirement S I A 617 A 706 2 ASTM A 767 Zinc coated (galvanized) reinforcing bars 3 ASTM A 775 Epoxy coated reinforcing bars C Concrete Remtorcmg Steel Institute (CRSI) 1 Manual of Standard Practice 2 Placing Reinforcing Bars D American Welding Society (AWS) l AWS D1 4 Structural Welding Code Reinforcing Steel PART PRODUCTS 2 01 REINFORCING STEEL A Deformed Bars All bar steel reinforcement shall be of the detormed type ASTM A 615 (AASHTO M31) and grade (40 or 60) as specified in the Drawings RRF Outlet Pipe 03210 1 Reinforcing Steel B Spirals Spirals hot rolled plain or deformed bars per ASTM A 615 Grade 60 or cold drawn wire per ASTM A 82 as specified in the Drawings Spirals for columns shall have two spacers with a section modulus > 0 0081n' in order to maintain the proper pitch and spacing C Epoxy Coated Reinforcing Bars Epoxy coated reinforcing bars shall conform to ASTM A 775 When required dam aged epoxy coating shall be repaired with patching material conforming to ASTM A 775 in accordance with the material manufacturers recommendations D Zinc coated (Galvanized Reinforcing Bars) Zinc coated reinforcing bars shall conform to ASTM A 767 When required dam aged zinc coating shall be repaired with a zinc itch formulation conforming to ASTM A 767 2 02 TIE WIRE 16 gauge wire ties manufactured by American Wire Tie Inc or equal When epoxy coated reinforcing steel is shown in the Drawings PVC coated wire ties shall be used The mint mum PVC coating is 0 7 mils 2 03 IDENTIFICATION Bundles of reinforcing bars and wire spirals shall be tagged with a metal tag showing spec[ fication grade size quantity and suitable identification to permit checking sorting and plac ing When bar marks are used to identify reinforcing bars in the Drawings the bar mark shall be shown on the tag Tags shall be removed prior to concrete placement Bundles of flat sheets and rolls of welded wire fabric shall be tagged similar to reinforcing ban 2 04 STORAGE AND PROTECTION Reinforcing steel shall be stored off of the ground and protected from oil or other materials detrimental to the steel or bonding capability of the reinforcing bar Epoxy coated remforc mg bars shall be stored on protective cribbing Rust seams surface irregularities or mill scale shall not be cause for rejection provided that the weight and height of deformations of a hand wire brushed test specimen are not less than the applicable ASTM Specification When placed in the work the reinforcing bars shall be free from dirt loose mill scale paint oil loose rust or other foreign substance RRF Outlet Pipe 032102 Reinforcing Steel 2 05 BAR SUPPORTS A General Bar supports and spacing shall be in accordance with the CRSI Manual of Standard Practice Chapter 3 a maximum of four feet or as required by the Drawings B Floor Slabs Uncoated steel or non metallic composite chairs shall be used unless otherwise shown in the Drawings If required by the ENGINEER the chair shall be stapled on a bearing pad to prevent chair displacement The bearing pad shall be made of exte nor grade plywood and be approximately five inches square C Soffits Steel wire bar supports in concrete areas where soffits are exposed to view or are painted shall be Class I or Class 2 Types A or B Class 3 is acceptable in other at eas D Water and Wastewater Vaults Tank and Basin Walls and Roof Slabs Only plastic clip non metallic composite or 100% epoxy coated steel chair bar and bolster supports are acceptable for use in walls and roof slabs Supports shall be se cutely stapled to formwork E Columns Plastic space wheels manufactured by Aztec (Model DO 12/40) or equal are re quired F Epoxy Coated and Zinc Coated Bar Supports Epoxy coated reinforcing bars supported trom tormwork shall rest on coated wire bar supports made of dielectric or other acceptable materials Wire supports shall be fully coated with dielectric material compatible with concrete Reinforcing bars used as support bars shall be epoxy coated In walls reinforced with epoxy coated bars spreader bars shall be epoxy coated Proprietary combination bar clips and spreaders used in walls with epoxy coated reinforcing shall be made of corrosion resistant material or coated with dielectric material PART EXECUTION 301 BAR LIST Eight copies of a list of all reinforcing steel and bending diagrams shall be furnished to the ENGINEER at the site of the work at least two weeks before the placing of reinforcing steel is begun The CONTRACTOR shall be responsible for the accuracy of the lists and for fur rushing and placing all reinforcing steel in accordance with the details shown on the Draw ings RRF Outlet Pipe 032103 Reinforcing Steel KNOW ALL MEN BY THESE PRESENTS that we, the undersigned as Principal, and as Surety, are hereby held and firmly bound unto the City of Fort Collins, Colorado as OWNER in the sum of $ 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, 6115 Resource Recovery Farm Outlet Pipe 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 Rev 10/20/07 Section 00410 Page 2 Bar lists and bending diagrams for structures which are included in the Drawings do not have to be furnished by the CONTRACTOR When bar lists and bending diagrams are in cluded in the Drawings they are intended for estimating approximate quantities The CONTRACTOR shall verify the quantity sirs and shape of the bar reinforcement against those shown on the Drawings and make any necessary corrections before ordering 3 02 FABRICATION Fabrication tolerances for straight and bent bars shall be in accordance with the requirements of Subsection 4 3 Tolerance of the American Concrete Institute Standard 315 and the CRSI Manual of Standard Practice 3 03 BENDING All reinforcing bars shall be bent cold Bars partially embedded in concrete shall not be field bent except as shown on the Drawings or as permitted by the ENGINEER Bars shall not be bent or straightened in a manner that will injure the material 304 SPIRALS One and one half finishing bends are required at the top and bottom of the spiral Spacers shall be provided in accordance with Chapter 5 Section 9 of the CRSI Manual of Standard Practice Welding as an aid to fabrication and/or installation is not permitted 3 05 PLACING AND FASTENING The placing fastening splicing and supporting of reinforcing steel and wire mesh or bar mat reinforcement shall be in accordance with the Drawings and the latest edition of CRSI Rec ommended Practice for Placing Reinforcing Bars In case of discrepancy between the Drawings and the CRSI publication stated above the Drawings shall govern Remtorcement shall be placed within the tolerances provided in ACI 117 Steel reinforcement shall be accurately placed in the positions shown on the Drawings and firmly held during the placing and setting of concrete by means of spacer strips stays metal chairs or other approved devices or supports Chair and bolster supports for slabs and walls shall be spaced at a maximum of four foot centers unless otherwise shown in the Drawings Staples used to attach bar supports to wall and roof forms shall have the staple tails clipped after form removal For Columns three wheels spaced 120 degree apart shall be placed every four feet of column height The CONTRACTOR may increase the column spiral pitch if a conflict occurs with the wheel Pre tied column reinforcing steel lowered into column forms shall be lowered vertically to prevent damage to the space wheels Bars shall be securely tied at 50% of all intersections except where spacing is less than one foot in each direction when alternate intersections shall be tied unless otherwise called out in the Drawings or in applicable specifications Tying of steel by spot welding will not be permitted unless specifically authorized by the ENGINEER The placing and securing of the reinforcement in any unit or section shall be accepted by the ENGINEER before any con crete is placed in any such unit or section Bundle bars shall be tied together at not more than 6 foot centers RRF Outlet Pipe 032104 Reinforcing Steel 306 SPLICING Bar steel reinforcement shall be furnished in the full lengths indicated on the Drawings Splicing of bars except where shown on the Drawings will not be permitted without the written acceptance of the ENGINEER Splices shall be staggered In cases where permis sion is granted to splice bars other than those shown on the Drawings the additional mate rod required for the lap shall be furnished by the CONTRACTOR at his own expense The minimum distance between staggered splices for reinforcing bars shall be the length required for a lapped splice in the bar All splices shall be full contact splices Splices will not be permitted at points where the section is not sufficient to provide a mini mum distance of two inches between the splice and the nearest adjacent bar or the surface of the concrete Welding of reinforcement shall be done only it detailed on the Drawings or if authorized by the ENGINEER in writing Welding shall be done by a certified welder The welding shall conform to AWS D 12 1 Recommended Practices for Welding Reinforcing Steel Metal In serts and Connections in Reinforced Concrete Construction with the modifications and addi tions specified hereinafter Where AWS D 2 0 Specifications for Welded Highway and Railway Bridges is referenced the reference shall be construed to be for AWS D I I Where the term AWS DI 1 is used it shall mean the American Welding Society Structural Welding Code D 1 l as modified and amended by the AASHTO Standard Specifications tot Welding of Structural Steel Highway Bridges After completion of welding coating damage to coated reinforcing steel bars shall be repaired When required or permitted a mechanical connection may be used to splice reinforcing steel bars or as substitution for dowel bars The mechanical connection shall be capable of devel oping a minimum of 125% of the yield strength of the reinforcing bar in both tension and compression All parts of mechanical connections used on coated bars including steel splice sleeves bolts and nuts shall be coated with the same material used for repair of coating damage 3 07 CUTTING When coated reinforcing bars are cut in the field the ends of the bars shall be coated with the same material used for repair of coating damage All rebar cut in the field shall be Cut with a cut off saw any other method must be approved by the ENGINEER END OF SECTION RRF Outlet Pipe 032105 Reinforcing Steel THIS PAGE INTENTIONALLY LEFT BLANK RRF Outlet Pipe 032106 Reinforcing Steel SECTION 03310 STRUCTURAL CONCRETE PART 1 GENERAL 101 SECTION INCLUDES The CONTRACTOR shall furnish all labor tools and equipment for the construction of reinforced cast in place concrete for sills as shown on the Drawings and herein specified This section includes basic finishing and curing methods accessory control and expansion and contraction Joint devices 102 CONCRETE PRODUCER QUALIFICATIONS The ready mixed concrete supplier to the CONTRACTOR shall have the capability to produce and deliver concrete meeting the requirements of the Drawings and Specifications The supplier shall have a contingency plan for a back up plant in the event of a mechanical malfunction of one of the primary plant(s) This plan shall be submitted in accordance with Section 01330 1 03 RELATED SECTION A Section 03110 Structural Cast In Place Concrete Forms B Section 03210 — Reinforcing Steel C Section 03320 Construction Joints D Section 03350 Concrete Finishing E Section 03900 Concrete Curing 1 04 QUALITY STANDARDS A American Society for Testing Materials (ASTM) l ASTM C 33 Concrete Aggregates 2 ASTM C 94 Ready Mixed Concrete 3 ASTM C 150 Portland Cement 4 ASTM C 260 Air entraining Admixtures for Concrete 5 ASTM C 494 Chemical Admixtures for Concrete 6 ASTM C 618 Fly Ash in Portland Cement Concrete 7 ASTM C 979 Pigments for Colored Concrete RRF Outlet Pipe 03310 1 Structural Concrete 8 ANSUASTM D 994 Preformed Expansion Joint Fillers 9 ASTM D 1751 Preformed Non Extruding and Resilient Expansion Joint Fillers 10 ASTM D 3575 Test Methods for Flexible Cellular Materials made from Olefin Polymers B American Concrete Institute (ACI) I ACI 211 Standard Practice for Selecting Proportions for Concrete 2 ACI 212 Guide for Use of Concrete Admixtures 3 ACI 221 Guide for Use of Normal Weight Aggregates 4 ACI 301 Structural Concrete for Buildings 5 ACI 304 Guide for Measuring Mixing Transporting and Placing Concrete 6 ACI 305 Hot Weather Concreting 7 ACI 306 Cold Weather Concreting 8 ACI 309 Standard Practice for Consolidating Concrete 9 ACI 318 Budding Code Requirements for Structural Concrete 10 ACI 503 Use of Epoxy Compounds I 1 ACI 504 Guide to Joint Sealants 105 SUBMITTALS A Product Data I Admixtures (such as air entraining and water reducing admixtures) 2 Fly Ash 3 Form Release Agents 4 Ready Mixed Concrete Mix Designs 5 Form Ties 6 Bonding Agents 7 Grouts 8 Vibrator Specifications RRF Outlet Pipe 033102 Structural Concrete 9 Ready Mixed Concrete Plant Production Contingency Plan 106 QUALITY ASSURANCE A Acquire cement and aggregate from the same source for all work B Conform to ACI 305 for hot weather concrete placement C Conform to ACI 306 for cold weather concrete placement D Conform to ACI 309 for concrete consolidation 107 CONTRACTOR ASSISTANCE The CONTRACTOR shall assist the OWNER or his concrete testing consultant as requested during the performance of quality control testing When concrete is placed using a concrete pumper concrete for testing will he taken from the pumper discharge hose 108 DELIVERY STORAGE AND HANDLING A Ready Mixed Concrete Delivery Ticket The ready mixed concrete truck driver shall provide the batch ticket to the ENGINEER at the time of concrete delivery The ticket shall summarize the following information legibly in an easily discernible table Weight in pounds of all materials excepting the water reducing and air entraining agents which shall be in ounces 2 Cubic yards batched 3 The ratio of water to cementitious (W / C) materials ratio 4 Temperature of the concrete at the time it was batched 5 Time of hatching 6 Free moisture in the fine and coarse aggregates in percent of weight of aggregate 7 Gallons of water that may be added at the site without exceeding the permissible W / C ratio B Delivery Delivery shall conform to the recommendations of ACI 304 as determined by the ENGINEER RRF Outlet Pipe 033103 Structural Concrete PART PRODUCTS 201 CEMENT Cement shall be Portland Cement Type II unless otherwise indicated on the Drawings 202 AGGREGATE A Fine Aggregate Fine aggregate shall consist of hard strong durable particles to the provisions of ASTM C 33 B Coarse Aggregate Coarse aggregate shall conform to the provisions of ASTM C 33 except that all aggregate shall be crushed aggregate Screened aggregate is unacceptable 2 03 WATER Water shall be clean and free from injurious amounts of oils acids alkalis salts organic materials or other substances that may be deleterious to concrete or steel Mixing water for prestressed pretensioned and prestressed post tensioned concrete or for concrete which will contain aluminum embedments shall not contain deleterious amounts of chloride ion Unless otherwise permitted or specified in the Drawings the concrete shall be proportioned and produced to have a slump not to exceed four inches or less than two and one half inches Concrete not consolidated by internal vibration shall be proportioned to have a slump not to exceed five and one half inches or less than four inches The slump shall be determined by the Test for Slump of Portland Cement ASTM C 143 2 04 ADMIXTURES Admixtures to be used in concrete shall be subject to prior acceptance by the ENGINEER The admixture shall maintain the same composition and performance throughout the work as the product used in the concrete proportions established in accordance with ACI 211 Admixtures containing chloride tons shall not be used A Air Entrainment An air entraining agent shall be used in all concrete The agent used shall conform to ASTM C 260 Unless otherwise shown in the Drawings the amount of air entraining agent used in each concrete mix shall be such as will effect the entrainment of the percentage of air shown in the following tabulation in the concrete as discharged from the mixer This table is applicable for concrete strengths less than 5000 psi RRF Outlet Pipe 033104 Structural Concrete Table I Nominal max Average air content percent aggregate size in Severe exposure Moderate exposure 3/8 7 1/2 ± 1 1/2 6 ± 1 1/2 3�4 6±11/2 5±11/2 l 1/2 5 1/2 ± 1 1/2 4 1/2 ± 1 1/2 The level of exposure will be determined by the ENGINEER B Water Reducing Set Controlling Admixture The CONTRACTOR shall use a mid range water reducing set controlling admixture Polyheed 997 or equal The water reducing admixture shall be used in all concrete and shall conform to ASTM C 494 specifically Types A B C D and E C Finely Divided Mineral Admixtures Mineral admixtures shall be limited to fly ash conforming to ASTM C 618 Class C 2 05 BATCHING Measuring and hatching of materials shall be done at a hatching plant A Portland Cement Either sacked or bulk cement may be used No fraction of a sack of cement shall be used in a batch of concrete unless the cement is weighed Bulk cement shall be weighed on scales separate and distinct from the aggregate hopper or hoppers Batchmg shall be such that the accuracy of hatching shall be plus or minus one percent of the required weight B Water Unless water is to be weighed the water measuring equipment shall include an auxiliary tank from which the measuring tank shall be filled In lieu of the volume method the CONTRACTOR will be permitted to use a water metering device C Aggregates Aggregates shall be handled trom stockpiles or other sources to the hatching plant in such a manner as to secure a uniform grading of the material Aggregates that have become segregated or mixed with earth or foreign material shall not be used Batchmg shall be so conducted as to result in the weights of material required for each type aggregate within a tolerance of two percent Free water contents of the coarse and tine aggregates shall be continuously tested RRF Outlet Pipe 033105 Structural Concrete and concrete mixture adjusted for moisture conditions of the aggregate in order to meet the designated water/cement ratio D Fine Aggregate The proportion of fine aggregate shall be between 36 and 44 percent by volume of the total aggregates in the concrete 2 06 MIXING Ready mixed concrete shall be either central mixed or shrank mixed concrete as defined in ASTM C 94 Truck mixed concrete as defined in ASTM C 94 shall not be permitted Mixing time shall be measured from the time water is added to the mix or cement contracts the aggregate All concrete shall be homogeneous and thoroughly mixed and there shall be no lumps or evidence of undispersed cement Mixers and agitators which have an accumulation of hard concrete or mortar shall not be used Ready mixed concrete shall be mixed and transported in accordance with ASTM C 94 The temperature of mixed concrete immediately before placing shall not be less than 50°F or more than 80°F for slabs larger than 10 000 square feet and not be less than 50°F or more than 85°F for walls Aggregates and water shall be heated or cooled as necessary to produce concrete within these temperature limits Neither aggregates nor mixing water shall be heated to exceed 150°F The time elapsing from the time water is added to the mix (or the cement comes in contact with aggregate) until the concrete is deposited in place at the site of the work shall not exceed 45 minutes when the concrete is hauled in non agitating trucks nor more than 90 minutes when hauled in truck mixers or truck agitators The batch shall be so charged into the drum that a portion of the mixing water shall enter in advance of the cement and aggregates The flow of water shall be uniform and all water shall be in the drum by the end of the first 1/4 of the specified mixing time Cement shall be charged into the mixer by means that will not result in loss of cement due to the effect of wind or in accumulation of cement on surfaces of hoppers or in other conditions which reduce or vary the required quantity of cement in the concrete mixture 2 07 TRANSPORTING MIXED CONCRETE MIXED CONCRETE OR TRUCK MIXERS Transporting of mixed concrete shall conform to ASTM C 94 Truck agitators shall be loaded not to exceed the manufacturers guaranteed capacity They shall maintain the mixed concrete in a thoroughly mixed and uniform mass during hauling No additional mixing water shall be incorporated into the concrete during hauling or after amval at the delivery point unless approved If additional water is to be incorporated into the concrete at the site the drum shall be revolved not less than 30 revolutions at mixing speed after the water is added and before discharge is commenced One addition of water at the site to adjust mix workability is permitted but the maximum water cement ratio shall not be exceeded RRF Outlet Pipe 033106 Structural Concrete The CONTRACTOR shall furnish a water measuring device in good working condition mounted on each transit mix truck for measuring the water added to the mix on the site All water tanks on transit mix trucks shall be filled prior to being batched and arrive at the construction site 100% full Each load of ready mixed concrete delivered at the lob shall be accompanied by the ticket referencing design mix and showing volume of concrete the weight of cement in pounds percent of free water in coarse and dry aggregates and the total weight of all ingredients in pounds The ticket shall also show the time of day at which the materials were batched and the reading of the revolution counter at the time the truck mixer is charged See Paragraph 108 2 08 COMPRESSIVE STRENGTH Concrete compressive strength requirements consist of a minimum Strength that must be obtained before various loads of stresses are applied to the concrete and for concrete designated by strength a nummum strength at the age of 28 days Unless otherwise shown on the Drawings the 28 day compressive strength of structural concrete shall be a minimum of 4 000 psi The mix shall be designed for required strengths in accordance with ACI 301 The ratio of water to the sum of concrete + pozzolan shall not exceed 041 by weight for durable watertight concrete The amount of fly ash in the mix shall be between 15 and 20 percent by weight of the total cementitious materials 2 09 CONCRETE VIBRATORS Concrete vibrators for consolidating concrete shall be 2 1/2 inch diameter high cycle vibrators with a frequency under load of 8 000 10 400 vibrations per minute (vpm) Concrete vibrators of lesser capacity are unacceptable for use in any part of the construction The CONTRACTOR shall have at least one standby concrete vibrator ready for use for every two concrete vibrators in use during a concrete placement PART 3 EXECUTION 3 01 PRIOR TO PLACEMENT Prior to placing concrete the CONTRACTOR shall remove all debits and thoroughly dampen the surfaces that will be in contact with the concrete to be placed The CONTRACTOR shall use compressed air from an air compressor to blow out construction debris and dirt at the bottom of members to be placed such as walls beams and columns prior to final placement of forms that will obscure any joint The CONTRACTOR shall demonstrate to the ENGINEER that all debris such as concrete particles saw dust loose tie wire bar tags tape trash and dirt have been thoroughly removed No concrete shall be placed when form surfaces that will be in contact with the concrete RRF Outlet Pipe 033107 Structural Concrete IN WITNESS WHEREOF, the Principal and the Surety their hands and seals this day of _ of them as are corporations have caused hereto affixed and these presents to officers, the day and year first set forth PRINCIPAL Name Address By Title ATTEST By (SEAL) M have hereunto set _ 20_ and such their corporate seals to be be signed by their proper above Title SURETY (SEAL) Rev 10/20/07 Section 00410 Page 3 reinforcement embedded items or sub base is less than 320F When the mean daily outdoor temperature is less than 40OF the temperature of the concrete shall be maintained between 50°F and 70°F for the required curing period When necessary arrangements for heating covering insulating or housing the concrete work shall be made in advance of placement and shall be adequate to maintain the required temperature without injury due to concentration of heat Combustion heaters shall not be used during the first 24 hours unless precautions are taken to prevent exposure of the concrete to exhaust gases which contain carbon dioxide Concrete shall not be placed against forms exposed to heating by the unless the temperature of the forms is first cooled to < 90°F 302 PLACEMENT Placement shall conform to ACI 301 Chapter 8 Placing ACI 304R Guide of Measuring Mixing Transporting and Placing Concrete ACI 306 Recommended Practice for Cold Weather Concreting ACI 305 Recommended Practice for Hot Weather Concreting and ACI 309 Standard Practice for Consolidation of Concrete No concrete shall be placed until all formwork reinforcement installation of parts to be embedded bracing of forms and preparation of surfaces involved in the placing have been reviewed by the ENGINEER No concrete shall be placed in water except with the written permission of the ENGINEER All surfaces of forms and embedded materials that have become encrusted with dried mortar or grout from concrete previously placed shall be cleaned of all such mortar or grout before the surrounding or adjacent concrete is placed Immediately before placing concrete all surfaces upon or against which the concrete is to be placed shall be tree from standing water mud debris or loose materials The surfaces of absorptive materials against or upon which concrete is to be placed shall be moistened thoroughly so that moisture will not be drawn from the freshly placed concrete The concrete shall be placed by equipment that will prevent segregation or loss of ingredients The stream of concrete shall not be allowed to separate by permitting it to fall freely over rods spacers or other embedded materials No wetting of concrete surfaces during slab finishing operations shall be permitted Further no concrete finishing operation shall be permitted while there is water on the surface of slabs and other tlatwork Unless otherwise called out in these Specifications or shown in the Drawings the placement lift depth of concrete in walls shall be linuted to two feet or less to minimize surface defects such as air voids that can form on concrete surfaces Lift depths will be hunted to one foot if in the opinion of the ENGINEER the quality of the finish is unacceptable at the 2 foot lift depth 3 03 CONSOLIDATION All concrete shall be thoroughly consolidated with internal vibrators as recommended in ACI 309 immediately after deposition The concrete shall be thoroughly worked around the reinforcing steel around embedded items and into comers of forms Vibration shall be supplemented by spading roddmg or forking to eliminate all honeycomb and voids around embedded items The vibrator shall be inserted vertically allowing it to penetrate rapidly to the bottom of the lift and at least six inches into the previous lift The vibrator shall be held at the bottom of RRF Outlet Pipe 033108 Structural Concrete lift for 5 to 15 seconds The vibrator shall be pulled up at a rate of about three inches per second The vibrator shall be inserted so that the fields of action overlap The field of action is approximately eight times the vibrators head diameter Thus for a 2 1/2 inch diameter vibrator the spacing of each insertion will be approximately 20 inches Vibration shall be stopped when the concrete surface takes a sheen and large air bubbles no longer escape Do not use a vibrator to move concrete horizontally 3 04 OPENINGS AND INSERTS Pipe sleeves inserts for pipe connections anchors and forms for pipe holes must be accurately placed and securely fastened to the torms in such a manner that the placing of concrete will not alter their alignment or location In the event that openings are inadvertently omitted or improperly placed the ENGINEER may require the concrete to be cored at the proper location Filling of improperly placed openings shall be done with expansive grout or dry pack or mortar applied with an accepted epoxy adhesive The surfaces of the opening shall be roughened prior to filling 305 EMBEDDED ITEMS At the time of concrete placement embedded items should be clean and free from mud oil and other coatings that may adversely affect bonding capacity Aluminum embedments shall be coated with a bituminous material to prevent electrolytic action between the embedded item and reinforcing steel that results in concrete deterioration Embedment items shall be accurately placed and securely fastened to the forms in such a manner that the placing of concrete will not alter their alignment or location Contact between embedded items and reinforcing steel or tendon ducts is unacceptable and is not permitted 3 06 CONSTRUCTION JOINTS The location of all construction Joints will be subject to the acceptance of the ENGINEER The surface of all construction joints shall be thoroughly cleaned and all laitance and standing water removed Clean aggregate shall be exposed by abrasive blast cleaning Wire brushing and air water jets may be used while concrete is fresh provided results are equal to abrasive blast cleaning Construction joints shall be keyed at right angle to the direction of shear Except where otherwise shown on the Drawings keyways shall be at least 1 1/2 in depth over at least 25% of the area of the section 3 07 EVAPORATIVE RETARDANT The use of an evaporative retardant is required to assist in proper placement of concrete See Section 03390 When an evaporative retardant is used it shall be applied two times after screeding and after the first floating operation The retardant should be applied at a rate of one gallon of sprayable solution per 200 400 square feet by spraying with an industrial type sprayer If the nozzle of the sprayer becomes plugged the CONTRACTOR shall clean or replace the nozzle Under no circumstances shall the retardant be used except by spraying a RRF Outlet Pipe 033109 Structural Concrete mist with a nozzle The retardant shall be applied in strict conformance with the manufacturer s recommendations and precautions In no case shall the retardant be used as a finishing agent The use of an evaporative retardant requires review and approval by the ENGINEER END OF SECTION RRF Outlet Pipe 03310 10 Structural Concrete SECTION 03320 CONSTRUCTION JOINTS PART1 GENERAL 101 SECTION INCLUDES The CONTRACTOR shall supply all labor tools equipment and material for the preparation of construction Joints in concrete in accordance with these specifications and as shown in the Drawings This includes Joints such as column footing Joints wall construction joints col umn capital slab Joints grout closures around pipe slab penetrations and footing slab Joints 1 02 RELATED SECTIONS A Section 03110 Structural Cast In Place Concrete Forms B Section 03210 Reintorcing Steel C Section 03310 Structural Concrete D Section 03615 Grout 103 QUALITY STANDARDS A American Concrete Institute (ACI) 1 ACI 117 Standard Tolerance for Concrete Construction and Materials 2 ACI 301 Specifications for Structural Concrete for Buildings 3 ACI 302 Guide for Concrete Floor and Slab Construction 4 ACI 318 Budding Code Requirements for Structural Concrete 104 CONSTRUCTION REVIEW The ENGINEER shall review the preparation of all construction Joints prior to concrete and grout closure placements It is the responsibility of the CONTRACTOR to notify and pro vide a minimum of 24 hours notice to the ENGINEER of these activities If Joint placement is performed without the ENGINEER s presence the work will be deemed unacceptable and non conforming to these specifications If the ENGINEER determines that construction re view of a particular activity is unnecessary he will provide written direction to the CONTRACTOR to proceed with that particular activity without his construction review PART 2 PRODUCTS (Not Applicable) PART 3 EXECUTION 3 01 SURFACE PREPARATION RRF Outlet Pipe 03320 1 Construction Joints The surface of concrete construction Joints shall be clean and all materials that inhibit bond such as curing compounds laitance saw dust wood dirt polyethylene pipe tape coating and paper shall be removed Concrete shall be roughened to produce a rough plus or minus 1/16 inch surface texture Concrete surfaces shall be wetted with clean potable water and standing water removed immediately before new concrete or closure grout is placed Unless otherwise called out in the Drawings a bonding agent shall be used prior to placing the con crete or grout 302 PIPE GROUT CLOSURE SECTIONS A Pipe Surface Preparation Unless otherwise detailed in Drawings all pipes penetrating concrete sections such as wall and floor slabs shall have all coatings and other materials that can inhibit bond completely removed from the portion of the pipe to be in contact with the con crete or slab closure grout B Ground Surface Preparation The ground surface at Joints such as pipe / slab closures shall be smooth and properly graded and compacted All debris such as Styrofoam'" paper polyethylene and wood shall be removed The ground surface shall be dampened and prepared to pre vent the inclusion of dirt pieces of aggregate or balls of soil in the concrete or grout 3 03 CONCRETE AND CLOSURE GROUT PLACEMENT Mixing surface preparation in addition to that prescribed above placement and curing of grout at pipe closure Joints shall be performed in strict accordance with Specification Section 03615 and when a proprietary grout is specified with the grout manufacturer s directions Special care shall be taken to insure that the grout is thoroughly and properly consolidated at waterstops pipe weep rings and existing concrete surfaces An appropriate capacity vibrator shall be used when necessary or required by the manufacturer to properly consolidate the grout END OF SECTION RRF Outlet Pipe 033202 Construction Joints SECTION 03350 CONCRETE FINISHING PART1 GENERAL 1 01 SECTION INCLUDES The CONTRACTOR shall supply all labor tools equipment and materials to finish properly placed concrete for structures such as box culverts vaults foundations hydraulic and water retaining structures The means and methods of repair of improperly placed or finished concrete shall be reviewed by the ENGINEER prior to performing the work Regardless of prior approval of the means and methods of concrete finish repair no concrete finish shall be repaired until the ENGINEER has reviewed the existing finish This includes defects caused by ineffective and improper vibration such as honeycomb excessive air voids on formed surfaces placement pour lines (cold joints) and sand streaking It also includes defects caused by excessive form deflections form damage or form failure Unless otherwise called out in the Drawings tie holes shall be finished as specified herein 102 RELATED SECTIONS A Section 03110 Structural Cast In Place Concrete Forms B Section 03310 Structural Concrete C Section 03615 Grout 103 QUALITY STANDARDS A American Concrete Institute ACI 116 Cement and Concrete Terminology 2 ACI 121 Quality Assurance Systems for Concrete Construction 3 ACI 301 Specifications for Structural Concrete for Buildings 4 ACI SP 15 ACI 301 Field Reference Manual 5 ACI 304 Placing Concrete by Pumping Methods 6 ACI 309 Identification and Control of Consolidation Related Surf tce Defects in Formed Concrete 7 ACI 311 Guide for Inspection of Concrete RRF Outlet Pipe 03350 1 Concrete Finishing B American Society for Testing and Materials I ASTM STP 169C Significance of Tests and Properties of Concrete and Concrete Making Materials 2 ASTM C 150 Standard Specification for Portland Cement 3 ASTM C 33 Concrete Aggregates C US Department of Interior Bureau of Reclamation l M 47 Standard Specifications for Repair of Concrete 104 SUBMITTALS A General Submittals shall be made in accordance with Section 01330 B Product Data I Grouts 2 Bonding agents 3 Means and methods of repairing detects unless otherwise called out herein C Manufacturer s safety data sheets 1 05 DELIVERY STORAGE AND HANDLING Deliver the materials to the project site in the manufacturer s containers with all labels intact and legible at the time of use Materials shall be stored in a secure indoor dry area Maintain grouts and aggregates in a dry condition during delivery storage and handling PART PRODUCTS 201 PREMIXED PRE PACKAGED GROUTS A Master Builders EMACO R320 B Master Builders EMACO S66 CR 202 EPDXY BONDING AGENTS A Master Builders Concresive Liquid (LPL) B Master Builders Concresive Standard Liquid RRF Outlet Pipe 033502 Concrete Finishing 2 03 CEMENT ASTM C 150 Type I 204 AGGREGATE ASTM C 33 100% passing the No 30 mesh sieve 2 05 BOND COAT MORTAR Mortar used to bond patching mortar shall be made of the same materials and of approximately the same proportions as used for the concrete except that the coarse aggregate shall be omitted and the mortar shall consist of I part cement to not more than I part sand by damp loose volume 2 06 PATCHING MORTAR Patching mixture shall be made of the same materials and of approximately the same proportions as used for the concrete except that the coarse aggregate shall be omitted and the mortar shall consist of l part cement to not more than 2 1/2 parts sand by damp loose volume White Portland Cement shall be substituted for a part of the gray Portland Cement on exposed concrete in order to produce a color matching the color of the surrounding concrete as determined by a trial patch The quantity of mixing water shall be no more than necessary for handling and placing The patching mortar shall be mixed in advance and allowed to stand with frequent manipulation with a trowel without addition of water until it has reached the stiffest consistency that will permit placing 2 07 WATER Only clean potable water shall be used A calibrated measuring device is required for measuring the proper amount of water to be added to pre packaged grouts and mortars PART 3 EXECUTION 301 REPAIR OF SURFACE DEFECTS Surface defects unless otherwise specified by the Contract Documents shall be repaired immediately after form removal but not before review by the ENGINEER The surface temperature of the concrete shall be 50' F and rising The CONTRACTOR shall measure surface temperatures when requested by the ENGINEER If necessary the CONTRACTOR shall enclose and heat the area to be repaired to bring the surface temperature of the concrete and air temperature to acceptable levels and to permit proper curing All honeycombed and other defective concrete shall be removed down to sound concrete If chipping is necessary the edges shall be perpendicular to the surface or slightly undercut Feathered edges will not be permitted The area to be patched and an area at least six inches wide surrounding it shall be dampened to prevent absorption of water from the patching mortar A bonding grout shall be prepared mixed to the consistency of thick cream and after surface water has evaporated from the area to be patched well brushed into the surface RRF Outlet Pipe 033503 Concrete Finishing When the bond coat begins to lose the water sheen the premixed patching mortar shall be applied The mortar shall be thoroughly consolidated into place and struck off so as to leave the patch slightly higher than the surrounding surface To permit initial shrinkage it shall be left undisturbed for at least one hour before being finally finished The patched area shall be kept damp for seven days Metal tools shall not be used in finishing a patch in a formed wall that will be exposed 302 TIE HOLES A Water Retaining Structures and Below Grade Vaults with Breakback Cone Ties Fill tie holes solid as specified in Section 03615 B Other Structures After being cleaned and thoroughly dampened fill tie holes solid as specified in Section 03615 3 03 PROPRIETARY MATERIALS Certain types of defects may require the use proprietary compounds for adhesion or as patching ingredients The ENGINEER will review these detects and request means and methods for these repairs from the CONTRACTOR In lieu of or in addition to the foregoing patching procedures using bond coat and patching mortars epoxy bonding agents and premixed pre packaged grouts may be used for repair of defective areas Such compounds shall be used in accordance with the manufacturers written recommendations and directions The ENGINEER shall review and provide written acceptance of these procedures 3 04 FINISHING OF FORMED AND UNFORMED SURFACES Finishes shall be performed as called out in the Drawings and in referenced Specifications A Formed Surfaces Smooth Form Finish The form facing material shall produce a smooth hard uniform texture on the concrete The arrangement of the facing material shall be orderly and symmetrical with the number of seams kept to the practical minimum Surface textures that result from forms with raised grain tom surfaces worn edges patches dents or other defects shall be ground smooth or otherwise repaired Air Voids on Formed Surfaces Air voids on formed surfaces deeper than 1/4 inch shall be filled with patching mortar The frequency and size of air voids shall be equal to or better than shown in Figure I The total void area is I % of the surface area or 0 36 sq in This 6 inch x 6 inch figure is the RRF Outlet Pipe 033504 Concrete Finishing visual standard tot acceptance of the finish that does not require tilling of air voids b Tie Holes Tie holes shall be filled as specified in section 03615 c Form Fins Chip or rub off form fins exceeding 1/16 inch in height Figure 1 RRF Outlet Pipe 033505 Concrete Finishing 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 2 Permanent main office address 3 When organized 4 If a corporation, where incorporated 5 How many years have you been engaged in the contracting business under your present firm or trade name 6 Contracts on hand (Schedule these showing the amount of each contract and the appropriate anticipated dates of completion ) 7 General character of Work performed by your company 8 Have you ever failed to complete any Work awarded to your If so where and whys 9 Have your ever defaulted on a contract If so, where and whys 10 Are you debarred by any government agency? If yes list agency name Rev 10/20/07 Section 00420 Page 1 d Rock Pockets Poorly consolidated concrete shall be removed to sound concrete and the defect repaired The ENGINEER shall outline the area to be repaired 2 As Cast Finish For as cast concrete finish form materials shall produced a sound surface a Air Voids Fill air voids deeper than 1/4 inch and larger than 0 50 sq in The total area of acceptable air voids is 0 72 sq in in a 6 inch by 6 inch square b Tie Holes Tie holes shall be filled as specified in section 03615 c Form Fins Chip or rub off form fins exceeding 1/8 inch in height 3 Rubbed Finish Immediately after removing the forms form ties shall be broken back a minimum of 3/4 inch from the surface honeycomb voids and other surface defects grouted The surfaces shall then be thoroughly dampened and rubbed with a No 16 carborundum stone or equal abrasive to create a uniform surface paste The rubbing shall be continued to remove all form marks and surface irregularities producing a smooth dense surface After setting the surface shall then be rubbed with a No 30 carborundum stone until the surface is smooth in texture and uniform in color Unless otherwise shown in the Drawings only exposed surfaces shall have a rubbed finish 4 Grout Finish Prepare surface as described in Rubbed Finishes above Mix one part Portland cement and one half parts fine sand with sufficient water to produce a grout with the consistency of thick paint Wet surface of concrete to prevent absorption of water from grout and apply grout uniformly with brushes Immediately after applying grout mix scrub the surface with a cork float or stone to coat surface and fill remaining air voids and other remaining surface defects Remove excess grout by working the surface with rubber float After the surface whitens from drying rub with clean burlap Cure surface for a period of 72 hours RRF Outlet Pipe 033506 Concrete Finishing B Unformed Surface Unless otherwise shown in the Drawings unformed surfaces shall be timshed as follows Slabs Screed with straightedge to remove low and high spots bringing the surface to the required finish elevation of slope and float with a steel float at least 3 feet in width When the concrete has reached its initial set finish with a steel (power) trowel Leave timsh essentially free of trowel marks uniform in texture and appearance and plane to the correct tolerance Dusting the surface with dry cement sand or sprinkling with water is prohibited Finishes that are exposed and subject to foot traffic shall receive a broom finish with a texture of± 1/16 inch 2 Tops of Walls with Bearings Strike smooth tops of walls and similar unformed surfaces that will have hearings or bearing pads and finish with a steel trowel 3 Tops of Exposed Footings in Reservoirs Strike smooth tops of footings and finish with a light broom providing a texture of± 1/16 inch 4 Stairways and Sidewalks Strike smooth tops of stairs and sidewalks and finish with a light broom providing a texture ot± 1/16 inch 5 Slabs with Waterproofing Membranes Strike smooth and float finish 6 Construction Joint Surfaces Surface shall be broom or raked finished Surface shall be water or grit blasted prior to placing additional concrete such as columns on column footings and column footings on reservoir slabs END OF SECTION RRF Outlet Pipe 033507 Concrete Finishing THIS PAGE INTENTIONALLY LEFT BLANK RRF Outlet Pipe 03350 8 Concrete Finishing SECTION 03390 CONCRETE CURING PART1 GENERAL 1 0I WORK INCLUDED The CONTRACTOR shall furnish all labor tools and equipment for curing plain and reinforced cast in place concrete 102 RELATED WORK A Section 03310 — Structural Concrete B Section 03320 — Construction Joints C Section 03350 — Concrete Finishing 103 QUALITY STANDARDS A American Concrete Institute (ACI) l ACI 305 Hot Weather Concreting 2 ACI 306 Cold Weather Concreting 3 ACI 308 Standard Practice for Curing Concrete B American Society for Testing Materials (ASTM) l ASTM C 171 — Sheet Materials for Curing Concrete 2 ASTM C 309 — Liquid Membrane Forming Compounds for Curing Concrete 3 ASTM D 2103 — Polyethylene Film and Sheeting 104 SUBMITTALS Provide data on curing compounds sheet materials and methods of securing sheet materials in place 105 QUALITY CONTROL Perform the work in accordance with this Specification and in accordance with applicable ACI standards When a conflict occurs between this Specification and ACI occurs the ACI standard shall control The CONTRACTOR shall have a copy of the current applicable ACI standards on site All materials shall be used in accordance with the manufacturer s printed instructions a copy of which shall be on site 106 DELIVERY STORAGE AND HANDLING RRF Outlet Pipe 03390 1 Concrete Curing Deliver store and handle products under the provisions of Section 01650 Deliver curing materials in manufacturers original packaging including applicable instructions and manufacturer s safety data sheets (MSDS) PART PRODUCTS 2 01 SHEET MATERIALS FOR CURING CONCRETE White burlap polyethylene sheeting weighing not less than 10 oz/linear yard 40 mches wide impregnated on one side with white opaque polyethylene 0 004 inches thick as specified in ASTM C 171 shall be used when called out in the Drawings or in other applicable specifications The polyethylene shall be securely bonded to the burlap so that there will be no separation 2 02 LIQUID MEMBRANE FORMING COMPOUNDS FOR CURING CONCRETE Liquid membrane forming compounds for curing concrete shall and conform to ASTM C 309 Type l D with a red or white fugitive dye Use a white dye unless otherwise directed by the ENGINEER 2 03 POLYETHYLENE FILM Polyethylene film shall conform to ASTM D 2103 The film shall have a thickness of 6 mils and be a white opaque color 2 04 LIQUID MEMBRANE FORMING COMPOUND AND EVAPORATIVE RETARDANT APPLICATORS/SPRAYERS Membrane curing and evaporative retardant compounds shall be applied with a sprayer manufactured by Allen Engineering Inc or equal capable of maintaining a constant pressure (Allen Engineering Inc P O Box 819 Paragould Arizona 74450 telephone (800) 643 0095 ) Unless otherwise accepted in writing by the ENGINEER spraying membrane curing compounds or evaporative retardants by other methods such as hand pressurized sprayers is unacceptable 2 05 EVAPORATIVE RETARDANT Confilm manufactured by Master Builders Inc or approved equal 2 06 WATER Water shall only be used when prior approval is granted by the ENGINEER Only water that has been determined to be non detrimental to concrete shall be used RRF Outlet Pipe 033902 Concrete Curing PART 3 EXECUTION 301 GENERAL Beginning immediately after placement concrete shall be protected from premature drying excessively hot or cold temperatures and mechanical injury and shall be maintained with minimal moisture loss at a relatively constant temperature for the period necessary for hydration of the cement and hardening of the concrete in accordance with ACI 308 Standard Practice for Curing Concrete The materials and method of curing shall be subject to review and acceptance by the ENGINEER Specific curing requirements may be called out on the Drawings or other Technical Specifications Curing shall be continued for at least seven days Alternatively if tests are made of cylinders kept adjacent to the structure and cured by the same methods moisture retention measures may be terminated when the average compressive strength has reached 70% of the specified concrete strength When a spray applied membrane -curing compound is used it shall he applied in two coats with the second coat applied at right angles to the first coat 3 02 EVAPORATIVE RETARDANT An evaporative retardant shall be used during concrete placement for water retaining structure floor and roof slabs and other slabs larger than 2 500 square feet in Size The retardant shall be sprayed using a power sprayer at a rate of 10 gallons per 2 000 square feet after screeding and repeated after the first floating operation The evaporative retardant shall not be applied during the final steel troweling operations or after the water sheen has disappeared from the concrete surface 303 SLABS For concrete surfaces not in contact with forms a procedure determined by the ENGINEER shall be applied immediately after completion of placement and finishing 3 04 WALLS AND COLUMNS Moisture loss from surfaces placed against wooden or metal forms exposed to heating by the sun shall be minimized by keeping the forms wet until they can be safely removed After form removal the concrete shall be cured until the end of the curing time by one of the previously described curing methods Concrete shall not be placed against forms that have been exposed to air below freezing temperatures until the forms have been heated so that the surface temperature of the form is >_ 40° F The top of walls and columns not covered by forms shall be cured using a membrane curing compound conforming to ASTM C 309 immediately after placement 305 OTHER SURFACES Unless otherwise shown in the Drawings all other surfaces shall be cured using two applications of a membrane -curing compound conforming to ASTM C 309 The second application shall be applied at 90' to the first application 3 06 COLD WEATHER RRF Outlet Pipe 033903 Concrete Curing Curing during cold weather conditions shall include the above methods except for water cure unless measures are taken to prevent freezing of the water 3 07 HOT WEATHER If the rate of evaporation approaches 0 2 lb/ft2/hr as estimated by ACI 305 precautions against plastic shrinkage cracking are required The CONTRACTOR shall have a recording thermometer hygrometer and wind gage on site seven days prior to first concrete placement When necessary provision for windbreaks shading fog spraying sprinkling pondmg or wet covering with a light colored material shall be made in advance of placement and such protective measures shall be taken as quickly as concrete hardening and finishing operations will allow Precautions against plastic shrinkage cracks may be required in conditions other than what is normally considered hot weather conditions 3 08 RATE OF TEMPERATURE CHANGE Changes in temperature of the air immediately adjacent to the concrete during and immediately following the curing period shall be kept as uniform as possible and shall not exceed 5° F in any one hour or 50° F in any 24 hour period 3 09 PROTECTION FROM MECHANICAL INJURY During the curing period the concrete shall be protected from damaging mechanical disturbances such as load stresses heavy shock and excessive vibration All finished concrete surfaces shall be protected from damage by construction equipment materials or methods by application of curing procedures and by ram or running water Self supporting structures shall not be loaded in such a way as to overstress the concrete END OF SECTION RRF Outlet Pipe 033904 Concrete Curing SECTION 03615 GROUT PART1 GENERAL 101 SECTION INCLUDES The Contractor shall furnish all labor tools and equipment for the placement of gout in tie holes and other locations as shown on the Drawings and specified herein This section includes basic mixing application and curing methods for grout Contractor shall have a printed set of manufacturer s recommendations for product use on site for review during preparation mixing and application of gouts 102 RELATED SECTIONS A Section 03110 Structural Cast In Place Concrete Forms B Section 03310 Structural Concrete C Section 03320 Construction Joints D Section 03350 Concrete Finishing E Section 03900 Concrete Curing 103 QUALITY STANDARDS A ASTM C 78 Test Method for Flexural Strength of Concrete (Using Simple Beam with Third Point Loading B ASTM C 109 Test Method for Compressive Strength of Hydraulic Cement Mortars Modified C ASTM C 469 Test Method tot Static Modulus of Elasticity and Poisson s Ratio of Concrete in Compression D ASTM C 666 Test Method for Resistance of Concrete to Rapid Freezing and Thawing E ASTM C 882 Test Method for Bond Strength of Epoxy Resin Systems used with Concrete Modified F ASTM C 1012 Test Method for Length Change of Hydraulic Cement Mortars Ex posed to Sulfate Solution Modified G ASTM C 1202 Electrical Indication of Resistance to Chloride Ion Penetration RRF Outlet Pipe 03615 1 Grout 104 SUBMITTALS A Grout B Bonding Agent C Curing Compound 105 QUALITY ASSURANCE A Field Tests When the Owner is to perform grout testing the Contractor shall assist the Owner or his concrete testing consultant as requested during the perform ance of quality control testing When prescribed in the Drawings or by these Specifications length change test specimens will be taken during construction from the first placement of each type of mortar and at intervals thereafter as selected by the Engineer to insure continued compliance with these specifications Unless otherwise specified on the Drawings or Specifications the testing will be performed by the Owner or testing representative When required length change tests and fabrication of specimens for cement based mortar will be performed as specified in ASTM C 1012 at interval% during construction as selected by the Engineer A set of three specimens will be made for testing at 7 and 28 days 4 All mortar already placed that fads to meet the requirements of this Speci fication is subject to removal and replacement at the cost of the Contractor Unless otherwise specified in the Drawings or Specifications the cost of all laboratory tests on grout will he borne by the Owner but the Contractor shall assist the Engineer in obtaining specimens for testing However the Con tractor shall be charged for the cost of any additional tests and investigation on work performed which does not meet the Specifications B Construction Tolerances Construction tolerances shall be as specified in the Section 03110 except as modified herein and elsewhere in the Contract Documents 106 ACCEPTABLE MANUFACTURERS/PRODUCTS Master Builders Technologies EMACO R320 Polymer Modified Vertical/Overhead Patching Mortar MB 429 Masterkure CR Masterkure 200W or Masterkure 100W curing com pounds RRF Outlet Pipe 03615 2 Grout 107 DELIVERY STORAGE AND HANDLING Cement based mortar shall be delivered and stored in manufacturers packaging until it is ready to be mixed and placed Mortar bags shall be stored off the ground and protected from water and all other substances that will penetrate packaging PART2 PRODUCTS 2 01 MORTAR FOR TIE HOLES EMACO R320 or approved equal 2 02 BONDING ADHESIVES Concresive Liquid LPL Concresive Standard Liquid or approved equal 2 03 WATER Only clean potable water shall be used A calibrated measuring device is required for meas uring the proper amount of water to be added to grouts and mortars 2 04 CURING COMPOUND MB 429 Masterkure 100W Masterkure 200Wor approved equal 2 05 (EXPOSED) REINFORCING STEEL COATING EMACO P22 or approved equal PART 3 EXECUTION 301 GENERAL These grouts contain admixtures that increase grout strength and workability The strength and performance of the grout is dependent on proper surface preparation grout mixing and curing The Contractor shall be required to use a calibrated measuring device to add clean potable water to the grout mix Water added to a grout mix without a calibrated device is cause for grout rejection removal and re placement Curing is critical to prevent shrinkage cracks that can develop with grouts containing some admixtures Curing shall begin immediately after placement All mixing surface preparation handling placing consolidation and other means of execu tion for pre packaged mortars shall be done according to the instructions and recommenda tions of the manufacturer and this Specification In the event that a conflict occurs between this Specification and manufacturer s instructions the manufacturer s instructions shall pre vail in all cases RRF Outlet Pipe 03615 3 Grout 11 List the more important projects recently completed company, stating the approximate cost of each and the month completed, location and type of construction by and your year 12 List your major equipment available for this contract 13 Experience in construction Work similar project in importance to this 14 Background and experience of the organization including officers principal members of your 15 16 17 Credit available $ Bank reference Will you, upon request, fill out a and furnish any other information OWNER? detailed financial statement that may be required by the 18 Are you licensed as a General CONTRACTOR If yes, in what city, county and states _ What class, license and numbers 19 Do you anticipate subcontracting Work under this Contract? If yes what percent of total contract and to whom? 20 Are any lawsuits pending against you or your firm at this time IF yes, DETAIL Rev 10/20/07 Section 00420 Page 2 3 02 GROUT FOR TIE HOLES A Preparation Thoroughly clean the roughened surface and any exposed reinforcement of rust dirt loose chips and dust Maintain substrate in a saturated surface dry condition Where applicable exposed reinforcing steel shall be coated with EMACO P22 rem forcing steel bar protection coating prior to patching B Mixing Comply with mortar manufacturer s recommendations for water quantity Mecham cally mix with a slow speed drill (400 to 600 RPM) and Jtffler type paddle Pour approximately 90% of the mix water into the mixing container then add the bagged material while continuing to mix Add remaining water as needed Mix time shall not exceed 5 minutes C Application Apply bonding adhesive such as Concresrve Liquid LPL or Concrestve Standard Liquid Place and finish with trowel or screed In hot windy or dry conditions where rapid surface evaporation may occur use Confilm Evaporation Reducer D Curing Apply Masterkure 200 W curing compound in accordance with label instructions END OF SECTION RRF Outlet Pipe 036154 Grout DIVISION 5 METALS SECTION 05500 METAL FABRICATIONS RRF Outlet Pipe SECTION 05500 METAL FABRICATIONS PART1 GENERAL 101 DESCRIPTION A This section covers items fabricated from metal shapes plates sheets pipe or cast metal 102 QUALITY ASSURANCE A All materials and Work to conform with applicable provisions of AISC Steel Construction Manual AISC Specifications for the Design Fabrication and Erection of Structural Steel for Buildings and AISC Specifications for Structural Joints Using ASTM A325 or A490 Bolts B Welding procedures welders and welding operators shall be qualified and certified in accordance with AWS maintain welders certification on file at site C Grating and grating treads Comply with the recommendations in Metal Bar Grating Manual of National Association of Architectural Metal Manufacturers 103 SUBMITTALS A Submit Shop Drawings in accordance with Section 01340 1 Include the following additional items a Shop coating manufacturer with film thickness b Include proper identification of all welds c Complete information regarding locations type size and length of held welds in accordance with Standard Welding Symbol A2 4 of the American Welding Society B Before shipment submit inspection and test reports on welding and high strength bolted connections 104 PRODUCT DELIVERY STORAGE AND HANDLING A Delivery 1 Deliver embedded items in time to permit installation prior to placing concrete and masonry 2 Wrap aluminum railings prior to shipment 3 Prepare all items to avoid damage in transit B Handling I Protect against bending 2 Protect shop coating Robert Benson Dam 05500 1 Metal Fabrications 3 Use suitable equipment C Storage I Place on blocks above ground or water 2 Support to prevent bending 3 Prevent collection of water in items PART PRODUCTS 2 01 GENERAL A Bolts Anchor Bolts and Expansion Anchors to be suitable for the service conditions i Use hot -dip galvanized or corrosion resistant fasteners where boned immersed in saturated air and in splash zones 2 Use stainless steel fasteners where noted on Drawings and where specified with items to be fastened 3 Use unfinished bolts in all other locations 4 Use self locking nuts or lock washers on all bolts 5 Use stainless steel bolts on aluminum fabrications and all expansion anchors 2 02 STEEL A Plates shapes and bars 1 Steel ASTM A36 except as otherwise indicated 2 Stainless ASTM A165 18 8 3 Galvanize after fabrication all frames to be set in concrete for gratings and checked plates B Pipe ASTM A53 C Structural tubing ASTM A500 or A501 hot formed structural quality carbon steel welded or seamless D Bolts and nuts l High Strength ASTM A325 Type I or 2 2 Unfinished ASTM A307 3 Stainless Steel rR 104 Grade 303 or 305 4 Galvanized ASTM A307 bolts with oversized nuts hot -dip ASTM A153 or A385 5 Corrosion resistant high strength low alloy steel ASTM A 325 Type 3 (Cor Ten Usalloy or equal) 6 Self locking nuts IFI 100 Grade A torque type 7 Flat Washers ANSI B27 2 same material as nuts 8 Lock Washers ANSI B27 I spring type 9 Beveled Washers AISC Table I 2 03 CAST IRON Robert Benson Dam 05500 - 2 Metal Fabrications A Material ASTM A48 Class 25 2 04 ALUMINUM A Sheet and Plates ASTM B209 alloy 6061 T6 B Pipe ASTM B429 alloy 6061 T6 or 6063 T6 C Castings ASTM B26 ASTM B85 or Fed Spec QQ A 200/A D Checkered plate alloy 6061 T6 2 05 ACCESSORIES A Handrail Setting Cement Hallenute Por Rok Cement B Expansion Anchors Fed Spec FF S 325 wedge type Group II Type 4 Class 1 or 2 or self-dnlling type Group III Type I C Anchor Studs Headed end deformed anchors shall be by Nelson Stud Welding Co KSM Stud Welding Systems or equal 2 06 CONSTRUCTION A Bolt I Use unfinished bolts except where otherwise noted on Drawings 2 Use self locking nuts or lock washers on all bolts 3 Use stainless steel bolts on aluminum fabrications B Weld I Weld continuously all butt and miterloints 2 Grind smooth all exposed welds 3 Provide at least 2 inch effective length not more than 6 inches apart for intenruttent welds 4 Comply with AWS DI I C Finishing l Where finishing is indicated complete the assembly including welding before finishing D Check holes and connection in shop for proper fit E Provide holes required for fastening other items to structural members and for the passage of other items through structural members F Mark each separate piece as indicated on fabrication and erection drawings G Mark and match mark members for field assembly H Provide all field connection bolts nuts and washers Robert Benson Dam 05500 3 Metal Fabrications I Grind sharp comers and shear edges Close exposed ends of steel pipe or tubing with welded caps J Clean steel surfaces by power brushing or blasting remove weld splatter flux and slag K Galvanizing I Pickle before galvanizing 2 Hot dip after fabrication ASTM A 123 A 153 and A385 L Expansion Anchors 1 install in conformity with manufacturers recommendations for maximum pull out force 2 Provide minimum embedment of not less than four bolt diameters 3 Provide minimum clear space between holes of not less than 2 times embedment depth 4 Provide minimum edge distance to face of concrete of not less than embedment depth M Anchor bolts l Provide thread length to allow nut on concrete side of forms or template 2 Provide extra nut for concrete side of forms or template N Substitutions 1 Where exact sizes and weights called for are not available secure the Engineers approval of suitable sizes prior to proceeding 2 07 SHOP COATING A Materials I Rust inhibitive shop primer for steel Cook 391 R 259 Clorocon Barrier Coat Mobil 13 R 50 Chromox Q D Primer or Tnemec 77 Chem Prime 2 Coal tar paint Koppers Bitumastic Super Service Black Porter Tarmastic 103 or Tnemec 450 Heavy Tnemecol B Applications l Dry and have proper surface temperature 2 Remove all grease oil dirt rust loose mill scale and other objectionable materials 3 Coat castings with hot dipped asphalt varnish or coal tar paint 4 Coat ungalvanized steel with rust inhibitive primer 5 Coat aluminum with coal tar paint at surfaces that will be in contact with concrete mortar or dissimilar metals other than stainless steel 6 Do not coat zinc coated steel stainless steel or non ferrous surfaces 7 Provide film thickness of 1 1/2 mils for rust inhibitive primer and 6 mils for coal tar paint PART INSTALLATION Robert Benson Dam 05500 4 Metal Fabrications 3 01 CONNECTIONS A Clean joint contact surfaces B Assemble as shown on Shop Drawings C Drifting to match unfair holes shall not be permitted D Enlarge holes by reaming with twist drills E Weld or bolt all items securely in place or otherwise fasten as indicated on the Drawings or reviewed Shop Drawings Include all items indicated scheduled or listed in Part 2 Grind field welds smooth and touch up with primer 3 02 GRATING A Shall lie flat without rocking B Within 3/16 inch of length and 1/8 inch of width shown on the Shop Drawings C Opposite diagonals less than 1/4 inch difference D Less than 1/4 inch clear space between panels E Anchor securely in place as recommended in NAAMM manual F Use stainless steel for grating and all accessories G Provide fastening devices to hold grating down 3 03 ANCHOR BOLTS A Set firmly in place by bolting to forms or template END OF SECTION Robert Benson Dam 05500 5 Metal Fabrications PAGE INTENTIONALLY LEFT BLANK Robert Benson Dam 05500 6 Metal Fabrications DIVISION 7 THERMAL AND MOISTURE PROTECTION SECTION 07905 JOINT SEALERS FOR PRECAST CONCRETE MANHOLES SECTION 07905 JOINT SEALERS FOR PRECAST CONCRETE MANHOLES PART1 GENERAL 101 SECTION INCLUDES A The CONTRACTOR shall furnish all labor tools equipment and install Joint sealer for precast concrete manholes and roof slabs where shown in the Drawings and as specified herein 1 02 RELATED SECTIONS A Section 02635 Manhole Structures 103 QUALITY STANDARDS A AASHTO M198 Joints for Circular Concrete Sewer and Culvert Pipe Using Flexible Watertight Gaskets 104 SUBMITTALS A The CONTRACTOR shall subnut product specifications for all items pertaining to the work covered in this section PART PRODUCTS 2 01 MATERIALS A General Joint sealer shall be preformed plastic gasket with hydrocarbon resins and inert mineral filler in accordance with AASHTO M198 Type B B Primers Primers shall be used when recommended by the Joint sealer manufacturer C Acceptable Manufacturers I K T Snyder Ram Nek 2 Hamilton Kent Kent Seal No 2 3 Sheller Globe Tac Tite RRF Outlet Pipe 07905 1 Joint Sealers for Precast Concrete Manholes 21 What are the limits of your public liability? DETAIL What company? 22 What are your company's bonding limitations? 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 Name of Bidder By Title State of County this day of , 20 being duly sworn deposes and says that he is of and name of organization) that the answers to the foregoing questions and all statements therein contained are true and correct Subscribed and sworn to before me this day 20 Notary Public My commission expires Rev 10/20/07 Section 00420 Page 3 PART 3 EXECUTION 101 PREPARATION A The CONTRACTOR shall clean the concrete surfaces in accordance with the manufacturer s recommendations Mask edges if required to protect adjoining surfaces and produce a straight finish line If required by the manufacturer prime concrete surfaces with the recommended primer Install bond breaker tape as required by the manufacturer to ensure that the sealant will perform properly 3 02 APPLICATION A Apply the sealant in continuous beads without open joints voids or air pockets Remove excess sealer promptly as work progresses and clean adjacent surfaces Apply the sealer in accordance with the manufacturer s printed instructions and specifications END OF SECTION RRF Outlet Pipe 07905 2 Joint Sealers for Precast Concrete Manholes LOCATION MAP A""` RP RESOURCE RECOVERY FARM OUTLET PIPE FORT COLLINS, COLORADO SEPTEMBER, 2008 FINAL FOR CONSTRUCTION OWNER CITY OF FORT COLLINS NATURAL RESOURCES DEPARTMENT 215 N MASON SIREET FORT COLLINS CO 80524 Ckyof ENGINEER ANDERSON CONSULTING ENGINEERS INC 375 E HORSETOOTH ROAD BUILDING05 FORT COLLINS CO 80525 Aidemx CmRII rw Dec Es Ixc w wx� bodow RiiaCMb omyou � �A•BIOIOYWdiS INDEX OF SHEETS SHEET INDEX NO NO DESCRIPTION 1 I COVER SHEET 2 CI PROJECT INFORMATION SHEET 3 C2 24 INCH RCP OUTLET PIPE PLAN AND PROFILE 4 C3 EROSION CONTROL AND REVEGETATION PLAN 5 CA RETAIL SHEET 6 C5 DETAIL SHEET GENERAL NOTES WEu NN WD su sPrn °Y u7 R�Ernw u .N m w Rx xopRW vcruw MyL E PES SMp � SpIL10R x[E µ uy X�LLi Es SNi[ w cT Po uP oxn WiI WIM M W E IPA % WFOPx xuC� w D1F LL V[V OWLL WRNDO� EO �wW 6E b E xE CN qK 0 YALL ES LL N 5[MagK [ OPprt BER ON [ M [q w W u IFxO M m iu 4L SIM'OVW W NE o[W MIS W W p WWE� w E R PNf uX Rt .LLS RO Cf OFIWW 5 V EP W iY �� Va� W[W ux SCMYIC M S4 M IM[ M N 5[ /N MPLL SE�SPX4 EYPo M 51LLLL E 5E P4 OR ®LL W M YA u ( ) OW ul M M POVLL MO u. W sx.0 x aM Po rc W ar W .x a us< MNi IP0 1 6EA N M E W [Lrn xEP�CE [M [SL y1 LO Y' "V1 [fqu Wu ro b M rn [W u WIEow Wrr EN �vI D` w''"N w LLECELrn sxuL 'Ei3 �' zwL G N <E svwui ec Ea wEN DWI Rws IIOW O5I ME CONTROL POINTS w Pax N4RIfING [!iU_N4 LL lw i ..�n_uanl K�.meTnn ( ) uW4W N 9 N a0 Dp M LL 0 d0 nq0 q} C00 0 C B] OHT CPo E u EMICAI M. lEV 10 MN PL WSEO 0 qV qN t M VR B RM iD] W W tl IL E ORIIINE u40M C p 8 4 CB I ) IDgH00 31 R W'[ LO MU ES NI.O ( j 0 NI OL 85sC GS DE pM 0 w SB 3 3 OX 0 POINR u 5 Od Eµ ro 6 K DI4 Ep ppl p [Y W llE<IL G a p ET W 0 XO 0 C C I G 5 q q0 LGi OJ u LO WRW OH w wRIE Po n CE W L a.Ana�sero xW,,,ng I RESOURCE RECOVERY FARM ® s_ OUTLET PIPE LEGEND N — NE — VER C R G 3 M SENE — — Efltt E 0 OSFD 0 fl W W w — aPN Ni YWc D WoY FE c]a rEc I a � C1 ry oc Es (l V q VE COHIg0. T CV R M RRR L S IRE / B YKl WW 1, - PROJECT INFORMATION SHEET N C No Text <d2 . � - a\.� ,. .. . ..> .. vdw? �. -» . . ` OF PPE NF W u NMFNSI ly �9 u�w rrt 4w�xs S A %.Ot U TREAM SR[�IIETE.7LFauvJy�pE1yL /1 TYPE LP HEADWALL DIMNSIONS a„ NFI C/ U Ow[I WRt Wi UA D "mpEm 5 5 µ _ r 14 -- ( 1 �( 1 1I — A P� _ LIdIOOL �, 1 �{ { 11 c+x W 3F4Itltl2_s TWH M UPSIPENM G T S � RESOURCE RECOVERY FARM I DETAIL SHEEP .u5 PIPE DESI ON OUTLET vn "� ro \ 4roc L � v CDNCRE7 DINT EPSTENER Q4 ETE"ff FMTENEN iQF NL r\ NTS LJ B BEDO w� of w « yW 6EEDING RECUIR MENT RI of BMMW REW)REMEWS 2 T 6 STAPIDMD MANNOIF �J SEWEREW NT DETAIL fi TS J TS TYPIC L WCDQ FOR BJE 1W--6 STNJMAIID CON WR THRUST BLMK DV-(f I Ifi SILT FENCF L 6 J QQNQSETE D L e 6 ---I(MH— Adman WuLFEvpglryRESOURCE RECOVERY FARM DETAIL SHEET OUTLET PIPE DESIGN Project Resource Recovery Farm Outlet Pipe Date Bid Schedule Addendum 1 Item Description Unit Estimated Unit Item Number CostQuantity Cost ($) ($) 1 Mobilization and Field Overhead LS 1 2 Traffic Control LS 1 3 Clearing and Grubbing LS 1 4 Construction Dewatenng LS 1 5 Construction Surveying and Staking LS 1 6 Remove Stockpile and Replace Existing Riprap on River Bank CY 40 7 Unclassified Excavation CY 140 8 Muck Excavation CY 50 9 Embankment CY 50 10 24 inch Reinforced Concrete Pipe LF 700 11 48 inch Manhole EA 4 12 Sand Cutoff Wall CY 16 13 Concrete Headwall with Slidegate EA 2 14 Riprap (Class 9) CY 14 15 Miscellaneous Metals Trash Racks LS 1 16 Landscape Ground Preparation and Seeding AC 2 17 Erosion Control Temporary Coffer Dam LS 1 18 Erosion Control Silt Fence LF 1590 19 Erosion Control Sediment Trap/In Channel BMP EA 1 TOTAL COST TOTAL COST IN WORDS SECTION 00430 SCHEDULE OF SUBCONTRACTORS List all subcontractors for the work items listed below and all subcontractors performing over 15- of the contract ITEM Section 00430 Page 1 SECTION 00500 AGREEMENT FORMS 00510 Notice of Award 00520 Agreement 00530 Notice to Proceed SECTION 00510 NOTICE OF AWARD Date TO PROJECT 6115 Resource Recovery Farm Outlet Pipe OWNER CITY OF FORT COLLINS (hereinafter referred to as "the OWNER") You are hereby notified that your Bid dated , 20 for the above project has been considered You are the apparent successful Bidder and have been awarded an Agreement for The Price of your Agreement is 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 20 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 Documents attached City of Fort Collins OWNER By James B O Neill II CPPO FNIGP Director of Purchasing & Risk Management Section 00510 Page 1 SECTION 00520 AGREEMENT THIS AGREEMENT is dated as of the day of in the year of 20 and shall be effective on the date this AGREEMENT is signed by the City The City of Fort Collins (hereinafter called OWNER) and (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 6115 Resource Recovery Farm Outlet Pipe and is generally described in Section 01010 ARTICLE 2 ENGINEER The Project has been designed by Anderson Consulting Engineers Inc who is hereinafter called ENGINEER and who 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 sixty (60) 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 sixty seven (67) 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 proceeding 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 Section 00520 Page 1 1) Substantial Completion Seven Hundred Fifty Dollars ($750 00) for each calendar day or fraction thereof that expires after the sixty (60) calendar day period for Substantial Completion of the Work until the Work is Substantially Complete 2) Final Acceptance After Substantial Completion, Five Hundred Dollars ($500 00) for each calendar day or fraction thereof that expires after the seven (7) calendar day period for Final Payment and Acceptance until the Work is ready for Final Payment and Acceptance ARTICLE 4 CONTRACT PRICE 4 1 OWNER shall pay CONTRACTOR for performance of the Work in accordance with the Contract Documents in current funds as follows ($), $ Dollars, 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, progress payments will be in the amount equal to the percentage indicated below, 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 90- of the value of Work completed until the Work has been 50% completed as determined by ENGINEER when the retainage equals 5% of the Contract Price and if the character and progress of the Work have been satisfactory to OWNER and ENGINEER, OWNER on recommendation of ENGINEER 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 90- of materials and equipment not incorporated in the Work (but delivered suitably stored and Page 2 Section 00520 accompanied by documentation satisfactory to OWNER as provided in paragraph 14 2 of the General Conditions) may be included in the application for payment 5 1 2 Upon Substantial Completion payment will be made in an amount sufficient 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 5 2 FINAL PAYMENT Upon Final Completion and Acceptance of the Work in 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 Section 00520 Page 3 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 1 Cover Sheet Index 1 Sheet 2 Cl Project Information Sheet Sheet 3 C2 Plan and Profile Sheet 4 C3 Erosion Control and Revegetation Plan Sheet 5 C4 Detail Sheet Headwall Detail Sheet 6 C5 Detail Sheet Miscellaneous Detail The Contract Drawings shall be stamped "Final for Construction" and dated Any revisions made shall be clearly identified and dated 7 4 Addenda Numbers to , inclusive Section 00520 Page 4 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 Section 00520 Page 5 OWNER CITY OF FORT COLLINS CONTRACTOR By JAMES B O'NEILL II CPPO FNIGP DIRECTOR OF PURCHASING AND RISK MANAGEMENT Date Attest City Clerk By Title Date Attest (CORPORATE SEAL) Address for giving notices Address for giving notices P 0 Box 580 Fort Collins CO 80522 LICENSE NO Approved as to Form Assistant City Attorney Section 00520 Page 6 SECTION 00530 NOTICE TO PROCEED Description of Work 6115 Resource Recovery Farm Outlet Pipe To 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 O 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 By Title ACKNOWLEDGMENT OF NOTICE Receipt of the above Notice to Proceed is hereby acknowledged this day of 20 CONTRACTOR By Title Section 00530 Page 1 2 Test Pit Excavation TP I (STA 5+00) TP 2 (STA 2+001 TP 4 (STA 0+D0) 01 O p O p s d Y s LEGEND ® GRA EL S.ND AITHIOBBLE 1015T ERO 11 © .ND GRr ELLE MTH BOBBLE I IGIaT TO IET BRO YN TO REDD SH BRO/ rl GR> EL AND AITH LOBBLE MIST T� eET BRO NJ TD R_CCL.H IRO NN 8 Y.T=R c EL ME.,U RED..TTI ME FDRILLI Jr _I IHD CATES DEPTH tHERE HOLE C cC NOTES I THE TEST PIT ERE E C ATED DH O-TOBER ] 0 4 USING w RUBBER TIRE B..CKHCE -ES- PIT LO-ATION� wND"TaTIONS I ERE PRO IDED B ANDERSON LONSULTI Jb EhbINEERS 2 4 r LA i 0' ORTCOuN RArvR ARE SUMMARY LOGS OF EXPLORATORY BORINGS E O RC RECOVf4YIMYOV ETTP 12s FIGURE 1 rn o.E e.o em 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 SECTION 00610 PERFORMANCE BOND KNOW ALL MEN BY THESE PRESENTS that (Firm) (Address) (an Individual), referred to as the (a Partnership) (a Corporation), "Principal" and Bond No hereinafter (Firm) (Address) 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 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 _ day of , 20, a copy of which is hereto attached and made a part hereof for the performance of The City of Fort Collins project, 6115 Resource Recovery Farm Outlet Pipe 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 Rev 10/20/07 Section 00610 Page 1 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 day of 20_ IN PRESENCE OF (Corporate Seal) IN PRESENCE OF IN PRESENCE OF (Surety Seal) Principal (Title) (Address) Other Partners By By Surety By By (Address) NOTE Date of Bond must not be prior to date of Agreement If CONTRACTOR is Partnership, all partners should execute Bond Rev 10/20/07 Section 00610 Page 2 SECTION 00615 PAYMENT BOND KNOW ALL MEN BY THESE PRESENTS that (Firm) (Address) (an Individual), referred to as the (Firm) (Address) (a Partnership), (a Corporation), "Principal and Bond No hereinafter 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 $ 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 _ day of , 20, a copy of which is hereto attached and made a part hereof for the performance of The City of Fort Collins project 6115 Resource Recovery Farm Outlet Pipe 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 Rev 10/20/07 Section 00615 Page 1 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 _ day of , 20_ IN PRESENCE OF Principal 0 (Corporate Seal) (Title) (Address) IN PRESENCE OF Other Partners IN PRESENCE OF Surety By By (Surety Seal) (Address) NOTE Date of Bond must not be prior to date of Agreement If CONTRACTOR is Partnership, all partners should execute Bond Rev 10/20/07 Section 00615 Page 2 SECTION 00630 CERTIFICATE OF INSURANCE CONTRACTOR shall insert his own standard form for Certificate of Insurance Rev 10/20/07 Section 00630 Page 1 SECTION 00635 CERTIFICATE OF SUBSTANTIAL COMPLETION TO CITY OF FORT COLLINS (OWNER) DATE OF SUBSTANTIAL COMPLETION PROJECT TITLE 6115 Resource Recovery Farm Outlet Pipe PROJECT OR SPECIFIED PART SHALL LOCATION Fort Collins, Colorado INCLUDE OWNER City of Fort Collins CONTRACTOR CONTRACT DATE 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 DATE 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 M CONTRACTOR AUTHORIZED REPRESENTATIVE DATE 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 By OWNER REMARKS AUTHORIZED REPRESENTATIVE DATE Rev 10/20/07 Section 00635 Page 1 SECTION 00640 CERTIFICATE OF FINAL ACCEPTANCE TO , 20_ Gentlemen You are hereby notified that on the day of , 20_ the City of Fort Collins Colorado, has accepted the Work completed by for the City of Fort Collins project, 6115 Resource Recovery Farm Outlet Pipe 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 20_ 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 Citv of Fort Collins By Title ATTEST Title Rev 10/20/07 Section 00640 Page 1 SECTION 00650 LIEN WAIVER RELEASE (CONTRACTOR) TO City of Fort Collins, Colorado (OWNER) FROM (CONTRACTOR) PROJECT 6115 Resource Recovery Farm Outlet Pipe 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 Rev 10/20/07 Section 00650 Page 1 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 Signed this ATTEST Secretary day of CONTRACTOR By Title STATE OF COLORADO ) )ss COUNTY OF LARIMER ) Subscribed and sworn to before me this day of 20_, by Witness my hand and official seal My Commission Expires Notary Public 20_ Rev 10/20/07 Section 00650 Page 2 City of F6rt Collins Purchasling Financial Services Purchasing Division 215 N Mason St 2 ° Floor PO Box 580 Fort Collins CO 80522 970 221 6775 970 221 6707 /cgov com/purchasing SPECIFICATIONS AND CONTRACT DOCUMENTS FOR RESOURCE RECOVERY FARM OUTLET PIPE BID NO 6115 PURCHASING DIVISION 215 NORTH MASON STREET, 2ND FLOOR, FORT COLLINS October 14, 2008 — 3 00 P M (OUR CLOCK) SECTION 00660 CONSENT OF SURETY TO City of Fort Collins, Colorado (hereinafter referred to as the 'OWNER ) CONTRACTOR PROJECT 6115 Resource Recovery Farm Outlet CONTRACT DATE 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 (Surety Company) M ATTACH Power of Attorney and Certificate of Authority of Attorney(s)-in-Fact Rev 10/20/07 Section 00660 Page 1 SECTION 00670 Section 00670 Page 1 DR 0172 (12/98) COLORADO DEPARTMENT OF REVENUE DENVER CO 80261 (303) 232 2416 CONTRACTOR APPLICATION FOR EXEMPTION CERTIFICATE Pursuant to Statute Section 39-26 114(1)(a)(XIX) 101 DO NOT WRITE IN THIS SPACE The exemption certificate for which you are applying must be used only for the purpose of purchasing construction 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 materials which are purchased rented or consumed by the contractor and which do not become part of the structure highway road street or other public works owned and used by the exempt organization Any unauthorized use of the exemption certificate will result In revocation of your exemption certificate and other penalties provided by law 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 certificates to each of the subcontractors (See reverse side) FAILURE TO ACCURATELY COMPLETE ALL BOXES WILL CAUSE THE APPLICATION TO BE DENIED Registration/Account No (to be assigned by DOR) Period 0170-750 (999) $0 00 89 - CONTRACTOR INFORMATION Trade name/DBA Owner partner or corporate name Mailing address (City State Zip) Contact Person E Mall address Federal Employers Identification Number Bld amount for your contract $ Fax Number ( Business telephone number Colorado withholding tax account number Copies of contract or agreement pages (1) Identifying the contracting parties EXEMPTION INFORMATION and (2) containing signatures of contracting parties must be attached Name of exempt organization (as shown on contract) Exempt organizations number 98 - Address of exempt organization (City State Zip) Principal contact at exempt organization Principal contacts telephone number Physical location of project site (give actual address when applicable and Cities and/or County (ies) where project is located) Scheduled Month Day Year Estimated Month Day Year construction start date completion date I declare under penalty of perjury in the second degree that the statements made in this application are true and complete to the best of my knowledge Signature of owner partner or corporate officer Title of corporate officer Date DO N07 WRITE BLLOW f HIS I iNt- Section 00670 Page 2 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 Contractors 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 subcontractors 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 contractors 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 Section 00670 Page 3 Section 00670 Page 4 SECTION 00700 GENERAL CONDITIONS GENERAL CONDITIONS OF THE CONSTRUCTION CONTRACT Th,s, CYFNFR 11 CONDITIONS hav I& n dev loped by uemg th ST )NDARD GENM'd CONDITIONS OF TM CONSTRCCTION ( ONIRA( i pr ryar�d by th Mngmecrs Joint t ontract Do rn nt. tommnte, HCrX No 191(" t19(hi hdmnn) a%i has r'hangc ti that document ar, +hmn Iry wtderhmng text that has been added and v kin2 rhrr h text that ha% heen deleted 6JCDC GENERAL CONDITIONS 1910 R (1990 EDITION) WITH CITY OF FOR[ CO] I INS MODIFICATIONS (RFV 9/99) FABLE OF CONTENTS OF GENERAL CONDITIONS 1Ricle a Paragraph Page lrticle or Plragraph Page Nurnber&Tale Numthr Number S Tolle Vumber 1 DFFINII IONS I ' PRFI [MIN \RY MA I FRS 3 1 1 Add ride 1 '_ 1 Dclncry of Bonds 3 1 _ Agreement I _ ( epics of Docure cots 3 1 3 1pplication fcs payment I 23 C.umlucti"went ul ( ontiaet 1 4 Asbestos 1 I Imes Nonce to Proceed 3 1 3 Bid I 24 alerting the Work 3 1 6 Biddeil, Documents I 2 5_ 7 Betore Starling Construction 17 Biddui6 Requirements I CONTRACTOR s Responsiblhq 1 3 Bonds I to Report Prelimmary Schediles 19 Chang, Order I Delivery of C rtiheittes of 1 It) C'mrracs DOLUMents I Insur nice 14 1 11 C Correct Price I _ 3 Pr construction Cbnfi.renc 4 1 1 _ ( ontract I units I ' 9 Initially Acceptable Schedules 4 Ili CONTRACTOR I 114 defecfhe 1 i ( ON I RA( I DO( tNIFNIS INIFNI 1 15 Drawings 1 AMENDING REUSE 4 1 to FfUtive Date of the Agreem nt I 3 1 ^ _ Intent 4 1 17 ENGMER 1 3 3 Reference to Standards end Specs I IR LNGLNECRs C onsultant I ncaULMS t l Technical Sccichrs 1 19 Field Order I Reporting and Resulting Du 120 ( eneral Requirements crep mcies 4 1 1 Hazardous Waste ' 14 Intent of C Trim Terms or I '_ a Laws in Reyulatrons Laws or kdlectives s R gulations _ 3 s Uri ndmg CatVn6t DOGgn ors 5 I .._ h I gal Hobda3s 30 Supplcmenung ( correct 12, 11 ns ' DOami,riq 5 1 24 Milestone 3 7 Rcu%c of Documents I _i Notice of Award ' 1 _6 Notice to 1 recited 4 At. AILAHll 11 Y OF I ANDS 127 OWNER SLBSLRFACE AND PH), St[ -AL rONTJITIO\S 1 13 P utial Utilization - RFFCRLNCD POINT) 5 1 2 ) PCBs _ 41 At edibility of Lands s-6 1 30 Petroleum _ 4 Subsurface and Physical 1 31 Project ( onditions 6 1 32 a Radioactive Material _ 42 1 Reports and Draw inys 6 1 3_ b Regular Working Hour% ' 4 - Lim it d Run" by CONFRAC 1 3 Resident Project Repreantaas c - [ OR Audwri>ed Technical 114 Samples _ Data 6 1 3 Shop Drawings _ 4 1 Notice of Dillcrmg Subsurface 1 36 SpWrICR ems _ Or Phvucal Condmons 6 1 t7 Subcontractor 4 4 F NC INF F R s Review e 133 Substantial Cumpletior3 -' 4-1 Possible Contract Documents 139 Supplementary C ondrtions I Chan6e 6 1 411 Supplier 4 _ 6 Pu%sible Price and Times 141 L ndereround Facelrtie% : 3 ld)u%tments ( 7 1 42 Cmn Pric Work 3 41 Phvsicnl Conditions L ndtrground 143 Work 3 FacihVes 7 1 44 Work Change DirCLt1Ve 3 4 3 1 Shown or Indicated 7 1 43 Written Amendment 1 43 _ Not Shrove or Indicated 7 44 R f r,ncc 1 cents 7 h)[7X GENERA CO WI r1ONy DIe 4a (1)9i) WI I [ON) x OfYWFORT (OI1 I%S MODIFICATIONS IRF\9)a9) \riel or Paragraph Pag \rttcl or Barograph Pag, Nmnbrr @Title Numtwr Number (c Title Number 45 Ashcsto% 19 Bs I ctrokum Hazardous Waste or Radioactive Material BONDS AND INSt TRAN( F 5 I _ Performance. Peym,nl and Other Bonds s Licensed Sureties and Insurers C crtificates of insurance 4 CON'FILVTOR s Liability Insurance 5 OWNFRs l mhility Insurance 5 6 Property Insuranc 5 7 Botlor and Alachm ry or Add1 tional Property Insurance 5 8 Notice of Cani.allatiun PYousion u ( 041 RA( 1 OR s Responabilit) fur Deductible Amuunts 5 10 Other Special Insurance I 1 Wainer of Rij hts 5 12 13 Receipt and Application of Insurnnc Proceeds 514 \cceptance of Fonds and lnsm mcc Option to Replace 5 15 I'arial t bhraual l}opurq Insurance CUNT IUCTOR S R"PONSIDIL IT IFS 61 o Supervnion and Superintendence 6 3 6 1 abor Materials and Equipment 6( Progress Schedule 6 7 Subetitutea and ( )r Equal It ins ( ONCRACTOR s Expense Subsutm, Construction Methods or Prcceduri.s FNWNFFRq Fnalmttm 6 N n 11 ( oncernmg Subcontra tors Suppli is and Others Water of Right% 0 12 Patent Pees and Royalties 613 Permits 6 14 Laws and Regulations 61, Tix,s 6 16 Iwe of Prem lw% 6 17 Site Cleanliness C I R ,at, Structural I ceding 6 19 Record Documents 6 J) Safety and Prot `c Icn 611 Satett Representative 6 2 Hazard( ommunication Prvgramf 0'3 Fmeryenues b _4 Shup Drawm6s and Jam plea 6 5 79 9 6 6 N '7 8 ( 8 9 9 111 69 6 3() 12 1' 13 I, la 14 14 14 14 1) 15 15 15 15 15 16 16 16 In 16 o 3l-0 33 o t4 Suhm trial Proccedures ( ON ER COR%Rev I w Prior to Shop I )mwmg or Sample Submittal 16 Shop Orming S Sample Submit talc Res few bM LM,FNECR 16 17 Responsibility tot \amitims; frorm Contract Em ments 17 Related Work Performed Prior to EhGNEER s R view ind \pproval of Required bubnuttals 17 ( onnmmng the Work 17 (ONIRA( IORs(mra,tal Warrant) and I. uarantee 17 Indemnification 171'1 Survival of Ohligetion% 18 7 OTIDER WORI, IN 7 1 7� Related Work at Site I h 74 Coordmnuon 18 8 OWNER S RESPONSIDILITILS 18 h 1 ( iAnmunlaauonS W ( ON I RA( rOR IN 9 Replac ment of FNWNFFR IN R 3 Fumish Dina andPn) Prnmptiv When Due I Y 94 1 ands and Easements Reports and Tests 181' b 5 Insurance 19 86 Change Orders 19 8 7 Inspections T sts and \pprovals 19 8 9 Stop or Suspend Work I rmmat, ( ON RAC I ORS Se vices 19 h 9 1 ar nations on OWNER S Responsibilities I'1 8 10 Ubestos PCFs Petroleum Halardai Waste v Radioactive \latertal 19 R 11 Lndenc of Cm inwl Arranyemenls IJ o FNGINFFRSSIAIt',IA KIN( CONSTRC C IR IN 19 )I OW NF R s Repres nlatly 1) 9, Frcits to Site 19 93 Prolcct Rcprescntative 19 _1 ) 4 (lanficauons and Interpro Whom I Authcciced \ ariation I in llbrk 1 bClIT OF FORT 01 I INS N919) r iITY OF PORT COIIIVl AIOnIFiI \TIONSIRFn 9141 \rtict or Piragriph Pnbe Article or Parigraph Pig Number &Title Number Number &Title Number 9 n Rel Bung Uefe live "ork _I 13 N li 9 t ncor emng Work at I N( I ) 7 9 9 Shop Drawings l hang. Orders NFFR s Requ st 27 28 and Paym.TiN 1 13 lip OWNER May Stop the Work 4 ) 10 Delerminagars for Dml Pri"i -1 ? 13 l l C.orrectiun or Removal of i 119 I Decisions on Disputes FN( I Pefeeme Work '\ NEER as Initial Interpreter 22 131_ C rurection Period 8 9 1 1 imtltivison ENUTNURs 13 13 \c eptance of()eje rive Work '8 Authority and Responsibilities _3 1314 OWNER\1uy Correct Defeeme Work 8 0 CIL4NGES N THE WORK 3 lU 1 OWNER s Ordered Chan„e '3 14 P \ MEETS TO CONTRACTOR \ND 10 _ C [aim for Adjustmcnt r3 C OMPI F IION a 10 3 W ork Not Required by ( nripra 1 141 lchedulc of bale a 9 Docpim.uts 23 14 Appltc3uon low 1'rngr�s 104 Change Orders 3 Pa)mtent 'n III 5 Notpfiealion of Sureu +3 143 1 ONTRACI'ORs Warranty of 101 9 CIfANCL OF CONTRACT PRICE :3 144 14 7 Review of Apph.auons for I I 1 11 3 1 ontinct Price I Ivm For Irogress P,vments _+ 10 Adjustment Value of 14 S 14 1 Substantial Completion 30 the Work 23 4 14 10 Partial Utilization 31,11 114 Cost atth Work 4 5 ball Final Inspection 31 11 5 E4clustons to Cost of the Work + 14 1- Final Application for Payment 31 11 0 C(N5I R\CTORs Fe + 14 13 14 14 1 trial Paym nt and AccepuinLq 31 11 7 C opt Records '_s _6 14 13 W ancr of( laims 11 3 11 8 ( ash Allowvncei ::6 11 9 L [nit Price Work 6 1 tit SPFNSfON OF WORM AND TERMINATION ( H \NC F OF l ONIRAC I I IMF', 26 IS 1 OWNER Mq Suspend Work I I Claim for Adjustment _o Is- Is 4 OWNTR Min, Terminate 32 12 _ Tune of the Ersence 26 15 S I ON FRAC TOR May Stop 1 3 Delays Beyond CONTRACTOR a Work or Terminate 3_ 11 Control _( _7 1_4 Delays lay and OWNF R s and 10 D1SPl IF RFSOI L. f1 ON 33 CONTRACTORS Control _7 17 MI1,( FI I ANK)Uli 33 1 FSI S AM) INSPF( I IONS ( ORRF( [[ON 17 1 (nmg Notice 30 RFMOVAI OR \CC! I FAN( F OF 17 ( on putation of I Imes 33 1)PFF( 71VT WORK _7 17 3 Notice of (balm 11 13 1 NOLILt of Defects 27 174 Cumulative Remedies 33 13 _ Awes, to the Work 27 17, Rolesvunal Fees and ( art 11 3 Tests and Inspections Costs Included 33 CONTR\CCOP s Cooperation _7 176 \pplicable State Laws 31 34 13 4 OWNTRa Responsibilities Intentionally left blank 3+ Independent Testing Lxborvon 27 13 C ON3 RA( IORS E\HIRI I[ C A(Optrcnal) Responslbiliues 7 Dispute Resohmon \grecment i,C \I 13 o 13 7 ( overing Work I riot to tnsp c l0 1 166 Arbitration CiC \I tion I astingm Approval 27 167 \Wiation CrC Al x S1fY hFORT S 011IV4 MOOIFIS ATION+iRF\ 1901 CONTRACT DOCUMENTS TABLE OF CONTENTS Section Pages BID INFORMATION 00020 Invitation to Bid 00020 1 000202 00100 Instruction to Bidders 00100 1 001009 00300 Bid Form 00300 1 003003 00400 Supplements to Bid Forms 00400 1 00410 Bid Bond 00410 1 004102 00420 Statements of Bidders Qualifications 00420 1 004203 00430 Schedule of Major Subcontractors 00430 1 CONTRACT DOCUMENTS 00500 Agreement Forms 00500 1 00510 Notice of Award 005100 00520 Agreement 00520 1 005206 00530 Notice to Proceed 00530 1 00600 Bonds and Certificates 00600 1 00610 Performance Bond 00610 1 006102 00615 Payment Bond 00615 1 006152 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 006502 00660 Consent of Surety 00660 1 00670 Application for Exemption Certificate 00670 1 006702 CONDITIONS OF THE CONTRACT 00700 General Conditions 00700 1 0070034 Exhibit GC A GC Al GC A2 00800 Supplementary Conditions 00800 1 008002 00900 Addenda Modifications and Payment 00900 1 00950 Contract Change Order 00950 1 009502 00960 Application for Payment 00960 1 009604 SPECIFICATIONS DRAWINGS INDEX TO GENERAL. CONDITIONS city of Fort Collins modifications to the OeneraI Conditions of the Construction Contra t ate not sh Twn in this index Artid or Paragr iph Numhcr \cc ptanw of Honda and Insurance 14 ihfeenve Work 1041 135 1313 final psymcnt 91— 1415 insurance 5 14 other Work, by CONTRACTOR 7 3 Substitutes and Or Equal Items 6 7 1 Work by OWNER -5 610 r 634 \acss to the Lands OW\TR and CONTRAC TOR rspon ibihtics 41 site related Work 72 1\ off, 11 13 14 149 Acts or Omissions \ is and (hnissions— LONIRACIOR on 0133 FNtINFIR 671i 9 13 3 OWNER p'0 8 ) Addenda dchnnitn of (also s t definition of bpcclhcetvxs) (I6 I to 61A 1 I \dddlon if Property Incur races s 7 Adjustments C oniract Pitt e or ( onInCt Tim s 1 5 1 4 1 41 _ 4, 413 94 0 10: 104 11 I_ 149 Is pr )gress schedule o 6 Agreement dcfmmion of I All Risk Insurance policy form 562 \Ilowances Cash It V Amending Contract Documents 3 5 \mendment Written — in g It rnl 1 Ili 1 45 1• 5 10 S I- tit 68' 619 10 1 104 11' 111 1312 1472 Appeal OWNFR or(ON TPA( POR mttnt to 910 911 I04 In_ 161 Application for I'ryment definition of 13 h N( INFFRs kespmisihdim 99 final pavmenl 13 4 ) 13 s 14 1 14 1 s in keneral '_8 _U 164 9Io Is progress payment 14 1 14 7 review of 144 14 7 Arbnratiin It 1 166 \sbestW chlms pursuant thcr to 4 4 5 3 ( ON I RA( fOR authM7cd to stop Work 4 5 _ definition of 14 ArtlLle nr Paralraph Nuntb.r OWNER responsibility (or 4 c 1 8 10 passible price and times change 4 5 _ \uthorl[ed \ ariatrons in Work 3 o 625 C 7) 5 Asatlab(hiv of I. ands 4 1 84 Award, Notice of defmcd 1 5 Bettre S(artmL Construction ' S o D Bid defmttion of 15 (I 11 10 2 3 1 3 4 6 4 6 13 11 4 3 11 u I 1 Bidding Documents definition of 16(69_) Bidding Acquirements —definition of 1701 4 6_) Bonds acceptance of s 14 addntomal bonds 105 11 4 5 ) ( tea of the Work 11 5 4 delmition of 19 dehvery or ' 1 5 1 final Application for Pitmen 141 14 14 general I IU 1 1, s 13 711 10 1476 I orhsnumcc i ayment and Other 5 1 5 Bonds and Insurance in g n ral Rudders risk all nsk pohev form 56 Cancellation Provisions Insurance 5 4 11 IS 5 I ( ash Allow2nc s 118 Certificate of bubstanual Completion 138 63023 14 S 14 10 Certtfu ales of lnspa.tmn ) 114 13 5 14 1 Cent fioaies or Insurance _ 7 S 3 s 4 11 5 4 11 1655e c140 13 4 141 ( hange in Contract Price I ash Allowanc s 11 8 claim for fine adrysamcnt 4 1 4 0 4, 115 6 8_ 94 95 qil 102 lmr 11 139 1313 1314 141 111 1 5 (ON] hA( I OR, fee I l r Cosa c(the Work general 11 4 11 7 Esclusaons to I 1 5 Cost Re ords I 1 7 mg neral 119144911 104'' 10431t Lump bum Prie ng I 1 3 Notification of Aura) In s ,,Cape of Ion 104 1 esting and In%li coon Uncovering the Work 139 Lxw C&NERAL (0NOITIM 0104 (I)XI FOI ❑C Ni r MY OF FORT COI I INS MODIFIC kn CS,x (RFb 9 19) Lint Pit Work HQ CONTRACTORaF c art cle or Paragraph Numher value of Work Change in Contract Times— ( lain for times adjustment 4142645 642 )4 9S 911 l0_ 105 119 1313 1314 147 151 Contractual time limits Delays beyond CONTRACTORS onuol Delays beyond OWNERS artd (Y)NITRA( TORS control Notification of sur ty bwpc of Chang ( hange Orders \cceptance ofDervchre Work Amending ( ontrRet Documents Cash Allo%am.es Chan6e of Contract Prue Change of Contrau Tim a Chanties in the Worts ( ONTR \'TOR s fee Cost of the Work ( osl R nods definition of emergenu s F N( I NF 6R s respmaibibty execution of Indemmfietion Insurance Bonds and OWNER may terminate OWINTRs Responsibility Phvslcal Conditions, Suhsurf ii.e and Underground Facdittes RLcord Documents Sc )pe of( hange Substitutes Unit Pri a Work value of Mal- covered In ( ranges in the Work Notification of surety OWNER, and CONCRAC TOR ri.,pansibditi,s Right to an adjustment Swpc of Chang ( films against (ON f R4( IOR against ISN(dNPPR against OW N1 R ( hange of Cunirnet Price 94 Change of Cmuact Tunes 14 CONIRALTORs 4 71 94 95 911 11 ' 1111 1' 1 13 0 111 15s 9It 6 1' 113 CONTRA( IOR%IMNhty ( oat of the W ork 15 Deusions on Disputes 1 _' 1 Dispute Resolution ]is Dispute Resolution Agr ement 1 EN( r dTUR as initial interpreter Lunip Stint Prn61116 1 3 None of 124 10S 103104 1313 3+ 118 II I: 10 116 114117 11 7 19 4 104 112 1 1 IU 4 n In 031 n33 I j 13 105 U' 1 4 46 104 4- 4 1- o19 103104 6736K' 11 9 113 I0S 104 10_ 103 1114 6 16 n �'_ 6 3'_ 11 12 t 10 144 173 116 1rtlele or Paragraph Number 4 6 12, 616 114 911 16 OWNERS 94 9� 911 lu? 11 121 139 1113 13 14 OWNI R a habdny OWNFR may refuse to make payment Prolewonal Pees and C ourt ( oats Inoluded request tar tormal decision on Substitute Items rune Extension Time requirements Unit Prue Work Yalu of Wvvcr of on rural Pavment Wary. ( hange Duxtly nntkn notice required ( lanficanons and Intspr tat=5 ( lenn Sne (-Wea of Technical bccicty Organization or A,sociabon Lommem.emenl of Contract Times communication% genual ffazard Communication Programs ontpl non rural NPpheutlon for Payment Final Insp,eftoq Final Payment and Acceptance I intal 11tihzauon Suhstantial ( omplenon Waiver of Claims ( onpuL+non 011 Imes ( oneernmg Subcontractors Suppliers and Others Conferences initially acceptable schedules pn.constructioq ( ontlict Error Ambiguity Discrepincy C ON I RA( I OR to R port ( onstruction before starting by ( ON I RAC COR ( 0Marucuan Machinery Fquipmenl et ( ununuing the Work C onlraot Documents Am. ndm6 Bonds 171 9 11 o71_ 011 I_1 11 91 11 3 1414 141 lU ell 11 I 1 363 u4 91t o17 113 _3 0 692SI 0 2 141, 1411 14 13 14 14 14 In 39 149140 14 15 17' 1 17 "_ 69611 _7 64 6_) 104 1, 51 61('UC (a:NERA. cowl uoNS Ulo a a"o EUt riO4) tII1YOFFORTCOMN9xionmr\nOAStux I'i91 t 1sh Allowatic s 11 9 Stop Work r quiremcnts CON7R1CTORs \rtwl or Paragraph Number ( hange )f ( ontrret Price 11 Change of Contract Times 12 ( hanges in the Work ID 4-10 5 check. and venfv '_ Clarifications "d Interpretations 3_� o 94 9 It definition of 1 Ill CN(rIi.EER as initial mtcrprtt r of Q I I L`St,INDER as OIANER s representative 91 gnrnl3 In,cumic 5 i Intent 3 1 34 m mor v +nations in the W ark 36 OWNERS responslbilav to lumish data S 3 Ol1NHR s responin1mht% to make prompt pa}ment b 3 144 14 13 precedence 3 l 3 3 3 Record Documents 6 In Reference to Standards urd Speuficitione of T chmcal Societies Related Work Reporting and Rcsnlvmg Dlsi.repancicq R use of Suppl matting I ermmanon of H s( I,FHRs Hmplmment L ml Price Work variations 4 isits to Site DIN(,iNTERs ( ontrn.a Price ed3usl runt of 3 5 4 1 Ch mge of Decision on Dl+put 5 definition of ( ontrlct I Imes ad)ustment of ( hang, of C ommencement of definition of MNIRA( FOR Acceptance of Insurance Commumc dton% Continue Work ,coidinition and Schedultng definition of Limited Reliance on Techmcil Dara Authorized %lay Stop W ork or I erm mate Provide site access to ,%hers Sakti and Protection 16 6 11 7 33 37 36 I1 l 627 )2 04 103 II 113 Il 9 11 I ll I 41 )4 11t3 1'_ 1 1 1' 4 _3 11_ 14 r_69 6 l I(14 69_ 1 13 1,5 72 132 4 11 ' 616 6IS o_l0_3 72 U2 Shop Drawing and Sample Rev test Prior to Submittal 62, 4, Article or I'uagriph Nulntxr ( ompensatton 111 It ' C ontmuing Obligation 1415 Defecate Work )o 131a 1114 Duty to coixct de%caie Work 1, 11 Duly to Report ( hanges in the Work cvused b} Emerg ncy 621 Defects in Work of OthaS 73 Dill ring conditions 42 3 Dtscrepancv in Dicumem5 > 3 614 _ I. nderground Facthuc%not mdasud 4 3' Hmeigenmes 6 1 Equipment and Machmer3 Rental ( ost of the Work 11 4 5 Pee Cost Plus 11 4 o u 11 � l Ito Oenerat Warrinty and(,uarantee ( 30 hazard Communication Programs o ^ Indemnlficauorr 0 12 ( 16 oil a 11 (asp tion of the Work 7 3 134 Labor Matenais 9nd Equipment 6 3-r , I aws and Rcguhtions, ( omphencc 11) 6 14 1 1 iahthty Insurance , 4 Nita of for tit to Appeal 9 11) 104 obligation to perform and comfit to the Work Patent Hee%and Royalties prod for by Performance and Other Bonds Permits obtained and paid for In Progress Schedul ^ 6 S '9 104 R que%t for fla vial dcct%ronun dt%puus Responsibilities ( hanges in the Mork ( incernmg Suhcontrnetorc Supplier% and Oth rS i ontmuing the Work CON t?RACTOR s eepense ( ON f R 1( 1 OR s Oencral kk ,mnty and ( uatantce CONTRAC 170R s review prior to Shop DraumE or Sample submittal Coordination of Work Fmcrgcnci,s EN(JN=Rsevllultton Substitutes or Or Equal It ins Hor acts and Ommgiots of Others 09 1 I x deductible amounts m,uri m.e t_eneral 6 7 Hazarduus Communtwtiun Programs IndemnlflLHUM 6 31) 61 51 (I i66 15_1 911 10 I 6aali 6'9 ID 4 b71 o 30 b , n92 6 1 073 69_ 91 19 73 b ) o: 631613 nl LXLX CiENEFUL (OND DCNS Ding 111M E0I110NI t CITYCFFORTr OIIIN1hiODIFEC%n C)NSIRFy9991 Labor Materials and Equipm,m 63 65 CONTRACTORS orb r 7 Laws and Re6ulations 6 14 Contrtetual Lrabilav Insuance 5 4 10 I nhihty Insurance 14 Contractual Tim I ututs 1-2 \nicl or Paragraph Vticic or Paragraph Number Number Notice tit variation from ( ontract C oordination Documents 6 _7 CONTRACTOR s responsibility 6) 2 f itent Pees and Royalties 6 12 Copies of [)moment% Permits 613 Correction Period 13 1_ Progress Schedule i 6 <orrectico Removsl or U,eptance R„ord Documents i 19 of Defe,tne Work related Work performed prior to in general 10 4 1 1, 10 1114 FNAINF FR s approval of r.gWlcd \e, prance of Defe,nve Work 1, 11 submittals 6 R Correction or Removal of sat, structural lovdmg o19 Defectn a Work 630 1311 Safer) and Protection 6 0 71 13'_ a orrection Period 13 12 Safety Representative 021 OWNER May Correct Defecine Work 1314 Schedul mg the% ark 09_ OWNhR May Stop Work 1110 Shop Drawm6s and Sample; 6 _4 ( out Shop Un winiss tad Simples Review of Tests and Inspe,tions 134 by EN(,L\TCR 626 RCLOIda 117 Site Cleanliness C 17 Cast of the 45 ak Submittal Proc duns t 2s Acids and msurmuc additional 11 4 , ) Substitute Construction Methods Cash Discounts 1142 and I rox, dur s o72 (ON FRA( IORsF , 116 Substitutes and rh I qual Items 6 71 1 mplO)„ Ftpms,s 11 4 s 1 Sup,rint nd n,c 62 FeJusions to 11 5 Supervision 61 ( eneral ll 4 11 > Survival of Obligations 634 lime office and overhead c<penses its I axes n15 losses and damages 114 6 Tests and Inspections 13 5 Materials and equipment 11 4 ^_ 10 Report ' s Minor expenses 11 4 5 R L se of Premrs s 6 1&6 IS 6 30 _ 4 Pastoll costs on chanties 1 1 4 1 Review Prior to Shop Drawm6 or performed by Sub ontractors 11 4 3 Sample Sutmtittal ( 5 Recoi tbll 7 Right to adjustment for changes in the Work 10 Rentals of ,onaru,non quipm na right to dram 4 7 1 94 9 ')It 102 11 2 and ma,hmery 11 4 s 3 11 ) 1' 1 119 14 R I 1 1 5 17 3 Roya1N payments, permits and Satery and Protecucvi 6 20 6 __ 7 2. 13- Iic,nse fe-s 11 4 s Safely Representative 6 1 Site office and temporery facilities 11 4 s 2 Shop Druwar6s and Samples Submittals 6 2" :8 bpecal Consultants. CONTRACTOR s It 44 Special( oneultants 1144 Supplemental 114, Substitute C unetru,ticn Methods and Procedures 6 7 Taxes related to the Work 11454 Substitutes and or Equal Items Tests and Inspector, 04 Cxpens� o 7 1 b 7 2 Track Discounts 1142 SubLontractors Suppliers and Others A C I I Utilities fuel and sanitan tacilmes 114 s 7 Supervision and Supermt,nd,ne, ( 1 6 — 6'1 R rk alt r regular hours 11 4 1 Taxes, Payment by ( 15 r meting fork 13 E 13 7 Use of N miss (,166 18 ( umulativ R or di,s 174 17 � Warranties and guarantees 6 5 6 30 ( utting httm4 and patching 71 11 arranty of I We 14 3 [)-its, to he turnnhed by Ott NF R 8 t Wntt ai 'Notice Required Day d,6mtion of 1712 CONTRACTOR stop Work ur terminate 1 5 Deusions on Disputes 911 ) 1_ Reports Ol Differing Subsurface d lector dehnnion of 114 and Phvsmal C ondaions 4 3 dejeetne Work Substanual Completion 14 R \,ceptance of 1041 1111 hiC o6NERALC OMiI DOM 1910-311 Nit EUi I ION) i i 0 ry OF FOR r CRI i IS% NI0DIFIC1RUNSiRFy 4r Corr,chon or Removal of 1041 1311 Corr cuon Period 111 in g n ril 17 147 1411 Articl or Paragraph Numle Ohsenation by hN( INhhR 9 OWNER May Stop Work 13 in Prom pt Notw;e of Detects 131 Rejecting ) 6 l n,overtng the \4 orl, l 3 D Dohniu ms 1 Delays 4 1 6 9 123 124 Delivery of Bonds - I Dch%M of ccrtifrcata, it insurance -7 D,tcrm orations for Unit I r1LCa 9 19 Differing Suhsurtace or Physical ( onduions \oticc of 4-3 hNt INFhRs keview 424 Possible Contract Doctutents Change 4-, P issible Price and Times \dpGstments 4 6 Dm,repanues Rcportm}, and Resolvlrt, 's 331 614' Dlsput R-iolution Agreement J[ 1166 Albrtration Jo 1 16, g ncrn116 Mediation It, t Dispute Resoluli an \greeimem 161 too Disputes. Decisions by ENUDiLER + it 12 Document, copies of 2- Re ord ( 19 Rcus, of 3 7 Drawings definition of l lv Fasemcnb 4 1 EITWise date of Agreement definition of 1 16 Fin rgcnct s 613 PN(INFhR as Initial interpreter on dlspu0.v 911 91- definition of 1 17 1 imitations on authority and responsibilities ) 13 Replacement it 9- Resident Project Representative 93 ENGINELRs Consultant Minitton of I Is MiINEER% authority and responsiblliry lunilations on 911 \uthory d Variations in the Work 9 C}nnge Orders responsibility for 97 I0 11 1- ( lanficaatton, and Int,rpretauons , o 3 94 Daasaons nit Disputes 9II 912 defecnv Work notice it I ) hialualton of Substitute Items 6 7 3 Liability 63 91- Nouce Work is Ai ceptable 1413 Obser%aeons 6 36 2 9 - OWNER s Rcprescntain Payments to the CONTRACTOR R �ponsdidity for R cimmendatlon of Payment a1 99 14 144 1413 Ant to or Paragraph Number Responvbilittes- Limitations on Review of Reports on Di feria, Solsmtaee and Physical Conthtions Shop DOwmgs and Samples review r sponvbihty Status Chaml, Co mruction authorized variation, in the Work ( larihcations and Interpretations Dcuslons on Di%putcq Determinations on alms Price E` UMER as Initial Interpreter P N( INP F R s Responstbihnes Limitations on ENUINEERs Authonq and Responsibdrtres OWNER s Representatn e Project Representative Ry eung Defective Work Shop Drawings Change Orders and I a) in an, \ mitts to Sltc t nil Prlc det,rminations Visit to Sue W ntten consent required hquipment labor klaterialsand equipment rental Cost of the Work fqun alent Materials and Equipment nor or om fissions Evldenceotrm,nctil Vrangententis Fvplor,tiws of phymc,l conditrcnF Fee CONTRAr'TORs Cost Plus Field Ordcr dehmtion of issu d by EV INFFR I inal \pplication for Payment Final lilspccuun Final Parsnent and Acceptunce Prior to for cash dlomni,cs ( metal Provisions General Requirements- d hnuuon of 9It 913 424 6 1 9 )4 911 91, 91u 9 11 J 1' 71 91, 97 +9 9 III 7 +l 6 1 h lt4v3 (7 6 13 s11 4 1 11( 1 19 1( 1 9, 14 1? 14 11 14 13 1414 l l g 17 3 114 principal Rremes tp r ( 4 6( o 7 (nv ing Nonce c unramee of Work by ( ON I RA( I OR o io Ilarard ( ommumcauon Programi Hazardous Wane defimulm of general OWNER responsiblhty for 1 0 b -4 171 14 1' 6 2 1 _l 4S 8 10 tnjv )F V )RAL ccI [NS On1 i Ira 4 U N9a RF%❑C M CITY OF P )RT COI I IV, AIODtFI(In DN4IRFA 9 991 Ind mniticition C I ( It ( 314 13 Insuranec 3 hntnily \eceptsble Schedules _9 Pieceden, i I i; i Inspvctlon R Iyence to ; 3 1 ( eruticatcs of I 1 4 13 5 14 1 Sat t) and 11roteetlnn 6 _U 1 h nisi 14 11 Sulnontractors Supphcrs and (hh IN 6 N 611 r\rtiele or Paragraph Artiele or Paragraph \umher \umher Spmal required hyFN6fNrI-R 4U rests and In pecti ins l31 Tests and Approval b 7 13 3 13 4 Use of Premises 6 16 Insurin e \ isds to Site 9 \cupLmu, of bvOWNER s 14 CuLiliq InsurInLC Additional required by ehanges ( ONTRACTOR s 5 4 in th Work 114 i O\4NFR s a Before smrnng the Work 7 1 ironed Sureties and Insur ra s . Bonds and in genral s 1 I as ( anLellulm PTOl1SIOn5 1 \' Application for Progress Pnvinent 14 _ C C(uhoates of _ 7 s 5 3 s i 11 5 4 13 CONTRACTOR s Warranty of Tdle 14 1 n s s 8 s 14 0 1; 4 14 1' Final Application for Pa}ment IA 1 tompleled operations 5 4 11 definition of 1 _3 ( ONTRAC TORS Liability 14 W liver of ( hums 14 1s ( ONTRA(TOR s obµ iron to eoveraye 5 14 Limitations on TNfoMrR a authority and Contractual I Iabiliq 410 re4sir bihtlas 913 d ductiblc =,)=is CONTRACTOR s I imd d R Nance by ('O`YTR V TOR responsibility s 9 \uth rized 4 _ FIn11 Apphe Alan for lyment 14 1- Alaint nnncc utdop nnng'vl niu it, I Of nsed Insurers s 3 Final Applleanin for I'avmcnt 141 '',oil r quir an tits mar real chang s b Ills Ma lock ( A oth rsl Opmre1 to Replaee N Pre.edence other spe tat insurances s n) R lerence W in i_ontravt L)"umcrvs 3 o I OWNFR us hdumary for insureds si' 13 \I derials find equipment OWNCRs Llabilite » furnished by ( ONTR ACTOR 0 3 OW%I R s Responslbllin if s not Ineorpurated in Work 142 Partial LWization Prop rty Insuranoc 5 I> \fat nals or quipm nt Yluival nt 6 7 Pt9perty SI to Merit next(Optional) to RLLCIPtand \pphcition of Insurance \hlcstoncs d..timtion of 1 4 Proeeeds it 13 ALscellin ous Stswil Insurane s M ( omputation of rim s 17 Waw rof klghLs II ( umulaine Rrmedles 174 intent of ( ontraot DOCUMIn6 3 I 14 ( wing Nooce 17 1 Int rpretatirnw and ( larilications 16 3 04 Notice of Chan 17 3 Ito estigations of phvsual conditions 4 ' f rofesmunal 1 es and Court Costs Included 17 > 1 aK r \latenvls and bquipment 61 6 S \lultl pnme umtncl 7 Lands Not Shown cr Indicated 4 3' Old Casements N 4 Nex I" of Availability of 4 1 S 4 Accepidblhq of Proles 14 13 Reports and rests S 4 \vs ird definition of I S I Ov5 snd Kegulati ms- 1 sus or K gulations ( lalm 17 3 Bon Is s 1 Defects I; I ( hinf,N in the Work 104 Dill nab Sulxsurfu. or I h)sleal ( Unditions 4 1 ( satinet Documents ; I ( ning 17 I ( ON I kA( 1 Olt s ResponslMhtl s 6 14 ( urrection Pencil, defe in W xA 13 1- lest and In 1, tions 1 3 Cost oL the Work, taxes 11 4 5 4 \ analron Shop DTawm6 and Samplc o 7 definition of I Notice to Procced gcn ral6 14 definition of t o Tndenmitication 031U37 En nil, of 3 c LXIX T.ENER\L C 01" nONS lylo.a (J)go EUI I Ib Y) <1TY OF F(1Rrt OI11 .'S hIPDIFlC1ROVY IRFt eni Notltmatuon to Sur t% In ONervtttons by CINGINCCR c iu 9? Occupancy of th Rork 15 o >n' 4 14 10 thtttsstom or tcts by co j rhAC IOR n 9 u 13 Open I eel poh y lorm Inmran o _ Option to R place 14 Article or Paragraph Number of 1 lull treat. ( 7 Uther work 7 G errtme Rork prohibition of / 3 OWNER lgcepmnee ofdefecrne Rork 13 11 appoint an Fed INFFR h2 as fiduciary S I' s 13 \vi lablhq of drink r sponsdn luy 41 definition of 1 17 data turnuh b 3 \lay ( orrectlhf me Wnrk 1 14 flay «lure to make payment 14 7 May Stop the I,%ork I l o Mav �wpend Work Tenninite S S 13 10 15 1 1 s 4 PTym in make prompt S 3 144 14 13 perlormtnce of other work 71 p rat its utd Im,m s r quit in nos 5 13 purchas d insurance r qulrom nos S b III OWNFRs \cceptance of the Rork o (I- S C hange Orden obligation to execute b e 104 [ smmunmatlans h i < oardin noon of the Work 74 Disputes, tequest for decision J I I Insp coons ta.sts and approvals b 7 134 Ltbdns Insurtncc N A111 of Mfccts Representative During Construction FNcrINFFRs Ntatus tl Responsibilities asbestos Pc Rs letrol um Ha7Nd0n4 Waste it Rndronctne Material S III C,hanyc Orders b a C hstix I t the lb vk lit I commumcallons S 1 CONTRACI OR a responaluhtres 89 evidence of fmanual atrdngemants 8 11 inspections tests in apprcvil5 8 7 insuran K lands ind ea5emenls 8 4 prompt payment by h 3 rcplae,m nt of FNt INF FR K_ r parts and t %is 84 stop c r suspend R ink b K l i 10 15 1 term mate l ONTRA('TOR s xry ices h h I S _ s parate repr santntiv a at sic ) 3 i'sttng tndcpend in use or accopaney or th Rod, written omentor approval r quit d 134 sh 030 41411, al (13 114 EX a MNFR iL r ONDIt10NS 0111 a I I I9n F UI I IC N Mi(OF PORT(011 INWODIFIC %nON%(RFb 9 )91 %rtml or paragraph Number wnttcn nonce r qurr d 7 1 94 9 11 11 _ 11 9 147 114 ix Bs definition of I _7 general 4 S OWNZRs responsibility for S 16 PNrtial Utilization derindaon at 1 '_S General t 3O 2 4 14 10 Proports Insurance 15 Patent Dees and Roytdtles C i? I'aynacn[ Bonds 1 5 NymenK RtLOIsmendatlon at 144 147 14 11 PNyments to ( ON rRAC I OR and Compl Lion— Applwntion for ProgressPayments 14- CONTRA(FORS Rarrantyof itfle 143 Final %pphcation t1r Payment 141 final lnspecltun 14 LI rural Payment and Acceptince 14 13 14 14 .encral b 3 14 Partial I. tilization 14 10 Rctri 14 R Niew of 1ppbwtions for I logs cxs Piym its 144 14 7 prompt payment % 3 Sch dul of \aiu s 141 substantial ( nmpletion 149 149 Waiver of( laims 14 b when pavmenLt due 144 14 13 w ithholdmg payment 14 7 Pei tormNnce Bands 15 l Perm its 611 Petroleum If hmtion of I iu SencrNl 4, (J% NF R s responsibility for Ph3sical ( ondiuons Drawings at in or relating to LN(,NLLR s review ealsting structwes 6eneral4 _ 1 Notice of Ddtenn)_ Subsurface or Pu&able I orttr ict Documents Chan6c Possible Price Nnd Times \dlusunents Reports Nnd Drawings Subsurtace and `)Ub3I1rtaec C auditions I echmLal Data I im ited Reliance by ( ON I RAC 101 Authorized I rul,%round Fsclhoes amoral ',of Shown or Indmited Protection of x IT \rticl or Paragraph Number shown or Indbcat d 43 1 1 cchmcnl Data 4 _ Pr construction ( 3ntercnca % Preliminary Matteis _ Preliminary Schedules n Premises Lseof 61661E Price ChznLeot ContrNc9 II Prue (ontracl defmmon of 1 11 Progress Payment \pplwitwns Icr 14 Progress Payment _r faring, 14 Prot{ess xhedule CONTR\CTORs 6 ' S 14 f ( 6') 104 U 1 Project dcfinrticn of 1 11 Prolut RLPlcscnwtnc bN( IVhF Rs Status Ourmg( onstruction 9 t Prulecl Repraeannne Resident definlbun of 1 33 prompt payment by OWVl, R %o Properly Insurance Uldi sail 17 E.eneral� b , Iu Partial L tllizalton • 1+ 14 111 _ r eupt and application of proeo ds 51_ 13 Protection Satep Nnd 6„(1 6 11 Il _ Puni.h Int 1411 k 3lboactive bfaterial d hntmn at 1 3_ gerI 5 OWNTRs responsibility fax S lit Rttcmmendattun of Payment 144 I45 1413 Record Documents o 19 14 12 Records procedures for mNmtarmng I \ Reference Points 44 Reference to Standards and Specittcanons of I cchmcal kicic4cs 3 3 Rcgulatims Lmvs and (or) u 14 Rejecting O fain e W orL 06 Relate 3 ty xk it Snc 7 1 7 3 4 _ 1 Performed prior to Shop Drawings 4-4 and sumpla submittals review 6 _b 4 _ I 6cmcdlcs um ulaov 174 17 5 Remosal or ( orrectaon ofDefecrne Work 11 it 4_ 3 rental agreements OWM,Rappruval required 11 4 i 1 4 2 � repine mcnt of LNCNTrR, by OWM.R % 4 u Reporting Nnd Resoh mg 4 1 Discr panci s 3 3_ 0 14- 4 Reports 4_ 1 1 and Drawings 4_ 1 and tests OW\pRt rwponatbnhm S4 4 2 _ Resident and Prof of Repr sonmtive del union of 1 13 43 43_ 43 6 O pray ision for 13 6JCLY 811 MO U)1 C10O1 I alrY iP FORT C01I I\S 41POfFlCyT1OV\1RFy cowl lrtml or Paragraph Numtvr R nd of Superior ndnit ( ON IRA( 101 s 6 _ Rcsponsihihtics C ON I RA( -FOR s to gen ral 6 EN(,INQ'CR s in general 9 I imitation on 9 13 UR'NLRs in general b Retainage 14 R u,r of limumcnts 17 Review by CONTRACTOR Shop Dr iwings and Samples Prior to Submittal 6 Re%i tv of Applications fox 1 rogress Paym nts 144 14 7 hiyht to an idjustment 11i Rrghls c C W a3 4 1 R)}alneS Patent Fees and oil Safe Structural Loading 6 ID SThay and Prof ction 43 o Ib 6 IN r _062I 71 132 gnrnl 6 0613 Representnhve f ONTRICTOR, V 21 Samples definition of 1 34 g ncral ( 4 C -8 R view b}(ON I RA( IOR 625 Re)icw by LNCENELR 6 _o ()-7 related Rork o _4 cuhmntal of 6 U _ ubtaithi procedures t 21 oehedule of progress 2 6_ S_ n 6 o 9 104 IS I Schedule of Shop Driwmg and Salnpl Submatvls .6 _ 4 0 ( 14 t q Sch dud 9f bnlucs _ h % 9 14 1 Schedules Adh,rnncc to 15 -1 \dusting 6 b Change of( ontract Times W 4 Imhally Acceptable _ 4 9 Preirm mar) 1, Scope of Changes 103 1104 Subsurface( ondnrons 4 1 1 Shop Driwings Ind Saint)[ s o n ral 6 4 C 28 Change Orders F \pplications for I nymcnts Ind 9791) definition of 13S 1 V iNFFk s ipprmal of 6) FV INFFRsr spmsiblbty for review 976246 D related R ork 618 review pruccdur , _ S o 24 6 _4 \iticle or Parayaph Numl>u submittal r quir d 6 41 Suhmntal Procedures 6 S use to approve sul ptilutnma 6 73 Shown or Indicated 4 1 1 Site Access 7 13 _ Site ( IeTnhness 1 17 Sne bOSIN to - by LNT u INLLR 9 13 _ by oth is 11 pecnl causes of loss pohcv form in,urnnn 6 d I)mtion N 1 to Sp iahbatmns dehnation of 1 36 of Technwat Jecietms r ference to 13 1 precedence 3 1 Standards and Speuhuilrons of T chnuc-1 S cieties Starting consutiumn Mar ^_ , _ 4 Stirtma the Rork 4 Stop )r Suspend Rork by CONTRACTOR 1„ byURN9R SR I; In IsI Stung ofmatcrmisvndequipm at 41 1 Structural Irmdi rig Saf I) t IS buhcuntrnctnr ( oncerntng o s b I 1 definition of 1 17 delays 12 3 wlivel ofrights C It Sultontraclots- in gcn rat 6 b 6 II Subcontracts regwred provisions buhnt ntlls- Appia.attuns for N%ment 14 blvntenancc and Uporation 4fanunl 14 11 Procedtues 6 �, I rogress Sch dul Samples o 4 o'_4 Schedule of 4alue, -6 N 1 Schedule 4 Shop Dr wings and Samples Subm msions _ 6 _ b 1 Shop Prawm6 C _4 r g Sulntamial Completiort cennc,ation If C 3n 13 14 R 14 ) d Imition of 1 38 Sllb%tIIUte ( otlsir C110n k4e1[11011s 01 Procedures r 7 Substitutes and Or Fqual Items o 7 C ON I R AC I OR s 1,vense b713 11C INH1 R s l valuation 67 Or Hqual C 7 1 1 Substitute Construction Methods rn HKLX C1NFILLL (0NDInCW )1n s (I)9nhUtnONi i rTTV CF FnRT OI i INW(A)IFic 1nOWRFF 9 ))) Tlmporarvcorva ctic1 lacilin a 41 \rtlel or Parngrnph \mcl or Partgrsph Number Number sr Ilrol.edures o 7 _ Icrmm9tion Subsiltute Items 6 7 1 _ by CONTRA( TOR I S � Sulurface and Ph}steal ( lmdlttons hY OWNPR Y Y 1+ 1 I S 4 Drawmbs of to or retain)to 4' 12 a1 CNtIINCCRs emploNment 32 FM FNTFR s Rev1Cw 4 4 Suspen>ion of l4>rk 1n general I s LCneral 4- Perms and AdJCLIrvCs 34 Limited Reliance b. C ONTRACTOR Tests and [nspeehons \uthoi tzed 42 \�ttss to th Work b) oth Is 13 ' Notice of DdTcrmy Subsurface or ( ONTRACTORs responsibilities 13 ) Phsslcal ( onditlons 4 3 ewl of 134 1 h)amal ( ondmins 4 1 os ring Work prior to 1 6 13 7 1 o sibl C(mtrael Documents ( hang 4 5 1 aws and Regulations (or) I i o Posalhle Price and times Adjustments 4 _ 6 NottLe of Defects 131 Reports and Draemys 4_1 OWNER Nfav Stop Work 13 Pr Suhsurhice and 4 OW NhR s independent testing 134 Subsurface Conditions at the Site 4 1 1 special required by G\GfNCCR I" Techmcal Data 42_ inner) nonce rtgmred 134 Supervision Linwvcring lheWork at EN(,INCCRb CONTR\CTORs responsibility 61 request 139139 OW'QFR shall not superV 1 89 Tim s CN( INCCR shall not wpervlse o 4 13 Ujusung I, F Superintend nu 6 ( h Inge of( attract 1' Superinlendcnt (ONrRA( IOReresnd at o_ ( omputatim of 17_ Suppl mental costs 114> ( )ntnct IIm S it hmnon of I I_ Supplementary ( onditmn4 dn% 17 2 dofiminon of 1 39 Nhlesiones 12 principal referen es to l lu 1 IN 2' _7 6equlrcmcnLs 4 43 51 ]n S4 5650 appeals llo 16 sit (B (13 74 Sit 93 91(1 ctirlljoioons Supp1 mcntmg ( untraet Documents 36 [alms and disputes Supplier ( om mern,cment of ComruT Times 3 d imnlon of 1 41) Preeonstmet m, ( on( rem.c _ Y principal ret<rence to 37 f) 69611 ( '0 bchedults I,_ 1 Co 0 4 ) 13 14 I Starring lh Work -4 Warvcr of hlghls f I I 1 isle Warranty of 143 Sur ty 1 nwvermy Work 13 h 13 1 ..nnsent to final pnyanem U 1 14 It t nderground Mncthnes Physical ( onditlons LN( MCR has no duty to ) 13 definition of 1 41 \ouh anon at 101 105 I+ A I',hown rindlcated 43 quahficauon of 5 1 5 3 protechun of 43 6 _0 Sury Iv d e f Obligations I, 34 Shown or Indn.ated 43 1 Suspend W ork OW-14CR %rav 1110 111 Inn Price Work Suspension of Work and Termination IS chins 1193 ( ON IRA( I OR 1Ab} Stop 14(xk d tlmnon at 1 4_ or Term mate b general If 9 141 141 OWNf-R May Suspend Work 1+ 1 1 nit I nc S OW\PR May lermmate 1, 1>4 yenevillI II Tales. Pavment by ( ON I WV( I OR 6 I+ Detemmnation far , pl Teehnloal Dam t se t1 Remises F Io a IY 6 30 4 Lunited Reltanw bl CONTRACTOR, 42. ((dltV0"Cra 613620 7173132 Passible Rice and I Imes Adjustments 4-6 l ulna Lion Partial 1 '8 s Is 6 31n _ 4 14 10 Reports of Dnff�nnb Subsurface and \aloe of the Wok 1 13 Phvmc-il (onditlons 4 3 Values 'khedule of r 919 14 1 11v EICIK (¢'�EaAL t OMI rIf14S I Jla-a (i'1Wt EW I n,N) a1(a ry OF FORT 001 I I1.S AJ( DIFIe in, NS IRFv , "g SECTION 00020 INVITATION TO BID Rev 10/20/07 Section 00020 Page 2 N snsuons in R ork Minor \uthonzed 0 s C 7 9 5 \rtl.l oI Psragraph Number \Islts to Site byty INPFR 9_ W atvcr of Claims on Final PaNment W h Waiver of Rights by insured ponies . 11 011 \4arranly and Umn mite ueneral in C ONTRICTOR G 10 W arranty of Title CONTRAt_TOR s 143 Work \cress to 13 by others 7 C hang : m the lu Continuing the o �+ C ON IR4( FOR May SNP Work or Iermmate 1 5 ( oordmalion of 74 C ost o1 the, 11 4 11 dehraLiun o1 143 neglected b) (ONTR\CTOR 13 14 oth r Work 7 OWN,R TMy)top W ork 13l0 OWNTFR tolnv Suvp.nd Rork 11 Iu 1N1 Rel trod Work it Site 7 1 71 bLirting th 114 `,topping by ( O'N 1 RAC'I OR 151 Stopping h➢OWNFR Isl IN4 l snation and devmtron authaived. minor 0 Wcrk Change Uireebve 'Istms pursuant to III definition o{ 144 pnnaP11 reteren es to 1 5 3 10 I Ili Writum Am,ndm+,nt dehnawn of 14, prmuPal r t r n es to I II) 3 1 1 1015 1_ u7208_fi19101 11)4 II' I I l'_la 7_ Written C lantications and Interpr tauons 103 14 911 W ntten 'Notice Required by CONTRACTOR 7 1 9 10 ) 11 1114 111 1 byOW'NT'R 9Ii�91t 104 112, 1114 hA1XJMNF r ONpITIChS I)In aI I ua F DIIIC NI I ITY OF FORT( 011 INS XKAAFIC In0N41RFt 1 )91 ( Ihls page 18 blank mtenUm411%) Yvl ijl ]C LNLR: ONLIIIONSIM SOMOfDMON1 llfYOFFORTt0111 SM OIFICM,4,�IRFVUat GENERAL CONDITIONS %R r1( L 6 t DIP h MiUM% Whercw r used In th vs, ( c cml ( undatium or In the other Comma Documents; the toliowttq, term hate the mcatunL,s Iruhwled uhuch are applicable to both th -trigular and plums thereof 1 I 4doolemda l\ntten or graphic instruments issued prior to the opening of Bids whwh clards orrcu or ehingc the Bidding Rcquneinenis or the ( ontrscl Docum it" I _ Iggreenant-The "naen wmaw between OWNER nut CONTRACTOR wv tong th Bork to be pstton t d other Contract bbcurnants are stanched to the \Eleimtem and midi, a part th col is pros idcd th rem 13 Ipphduaon ful Pa3mam-The form accepted by ENGFNTER which Is (u be used by CONTRACTOR in requesting progress or final p 5ments and which is to he aewntpamcd by such Iupporunb doeum oration its is required in the ( ontmct Uocum its 14 isbesios \nv muenal that contains nmro Ilan tine perc not aehemos arid is hnHe x Is r Ieimng asb sxit fibers into the au ihos cunem cation Its Cis tstabitvhed by th L noted States Owupauonal Siren and Ili ddt Admwsuation I y Bid -Thu osier to proposal oC the bidder submitted on the pray rthed torrn c ru% I inh the pelts for the "ork W be performed 16 Ai/ding Datrmenn-Th idsorhr mat or Invitation to RId instructions to bidders, the Rid form and the proposed 1706Yaet Documents (Including all Addenda Issued pre o to recript of Bids) 1 7 Rr dkng R gnrr menus The aohcrusem at it Invitation In Bid instructions to bidden and the Bid form 1 h AoniG-PerrormaMt and Pasmcnl bands and other instruments of cLuorttt 1 0 1 mange Under -A document recommen led hs F\"lNFFR which is limn d In (ONIRA( rOR ind OWNER acid authorizes m addition deletion or revision in th, Work or in adjustment in th C orintl f nee w Iht ( ontmct Times Issued sn a they the Etlechve Fite tf the Aga anent I III ( onnn t Doummrh-The \grument \ddnada (which pertain to the Contract Ducumems) ( ON[ kA(I OR, Rid mclurLn, do omentstion accumpunvamr the Did and an) post Did documentation suhmm cd pax to the Notice if Award) "hen attached as in cshtbit to tju. Aeratncnt the Nmlce to pros if. the Ronda, these teneral Conditions, the Sapplem meiry CoMatton. then tipethcauons Ind the Driwmgs as th fil(t)o < FNFR U o Oval nOiS IL InF I I v911 F Yhgl w (11Y OP FORT ti itlivS NULiIfl CARUI`StREl liar i same are more Tecdtwlly identified in the Agreement together ssith all \Eisen \mendmrnt, ( hunge Orders %kork(hang DIr aivcs, h c[d Order% and PN(dNbFRs written imerpretations and elantieahcns issued pursuant ti pomtmphs 3 s 3 6 1 and 16 3 an or after the Ellcctis Date of the %greement Sbmp flrawinL suhmituL, approved putauam to pnmgraphs ( b Ind b 7 and the r parts and dressings 1`0167ed to in far igmpha 4,. 1 and 42 irenot Contract Documents I II Conimel Inch The moneys payable by OWNER ER to CONTRACTOR for umpletion of the Work in accordance with the ( ontmct IMeuments As stated in the Agreement (subject to the prowislors tl paragraph 11 9 1 in the ass of Unit Price Work t I I_ (unirml lime[-lh numlx.rs tl days or in dies stated in the \grcement (I) to achieve �ubsmmual Completion, and (it)to complete th, hark so that It n read) for final payymment As eudenud by INGINEFR, untt,n recommendutlon of final pivment on iccordAM with paragraph 14 13 1 13 Cite\7RIC710ol? The person. I= or urporauon with uhom O W N1sR has end •red into ffi . Agreement 1 14 /r/ cm a -An adj Luvt which who n modifying th word Work roue to Work that Is unsaushctruy liulty or &Ficaznt m that It does rid conform to the ( ontmct Doctim nis, tx does not as et rhor qulr m ma of arty inspection. refelCM standard h t or apprn al r to.rr d to in the Ctntiact Documents tr his been dimaged prior to F\(JINrERs reasmmcnrlation of final paymenl (unless responslblhn for the protection thereof has been icsumed by OWNER at Substantial ( wnpktton in sect rdanu with paragraph 14 g ir 14 1 u) 1 15 1)rvamgs I he dnrvings which show the sc apt <t no and chariekr of th Work to b furnished ant ry.Aomned by (ONrkA( IOR and "huh hive hen pr pared or appros ed by rN( INECR and ire referred to in (he I omract Documents Shop tha%mas at clot Drive mEs a so dehn d I Io £jJecnve Pale of the Igreenrenr-fhe Jane inohcated in the \grccmenl on whwh a beunnes elleciwe hm it no such date is indicated it means the date on who h the \greement u signal and delivered by the List of the two parties to sign and deliver 117 F\(tl4PPR-I1hc 1.rson firm x orpirstlon named As itch on the \yewrent 1 19 LNG/b£@Ra l oatidrunt \ ersoit firm or corporation hiving i amrrict st mh ENTOT NEER to furnish timers is CN(.TNEFR% mdepenlorm prolessional Issoelatt or coiusultant with respect tt the Project and iaho is ukntificd as such to the Supplementary Conditions Ili field Under -A untlen Order issued by I N( IN1,PR which orders minx hanger in the Work in itcordanc wide pangriph 9 s but which dots nut Invon a change In the( ontnet Price or the( onto t 1 Imes I _v (reneral Reymremenia-Sections of Division I of the Srie ificahons 1 21 11=)doa 3 rare i he team Hazardartx Waste "I I taut that m mrtx pros uld in S clion 1ON of the Solid Write DnTrosal Aid 4-MSC Seftmn M()i) as amended from tune to time 1 as a Laws and Regulations Laws w Regulaaoni Any and all applicable lam& rules m6ulations. ordinances, codes and cede), of any and all tovenamenlal bodies 86CM-I . auLlh noes and courts bar mg dunschttion 1 2' b Leval Huhdato- shall be those hohdims ctnsn ed by th, C it) of Fart C'tbares 123 Ileiu 1 ICra hartics, s..aunv In4r sts or encumbrances upon real property, or personal property 1 _a ill Nana % tIaauiclpal event specified in the nts rda Contract Documetmg to an Intermcdmt completion Jaw or ume prior to Substantial (rimpirnen of dl the W ork I i Vance )) Award -A written notice by OW NhR to ilia ap arent ar=mtial bidder stating that upon tonphana by apparent apparent sumesstul hiddcr with the conditions prCttdnL enumerated th rem within the um speuhcd OWNLR w H sign and deliver the \greenient 1 20 4otrce to Proeeee6 k written noticd avian by (J 1%NER to MNMV'TOR (with a copy to ENGNEER) fieint the date on which the ( dntract Times will commence to run and on which CO\ f RACTOR shall start to perform CONTRA(-TORh obligations under the ( ontmct Documents 1 7 (Af V R-I he puma holy nr authority eopwation association firm or person with whom ( ON I RA( 7OR has titer d into the Agreement and for whom the Work 1s to be provided 121 Punrai f Na utme-Ilse by 01',N t of a subsmntisf)v a)mplcud pun of the Work for the ptmpose for which it is amended (or i reined purpcat) pnor to Subslantud Cumpktjonofall the Work 19 PCIls-Pohehlormated biphowls 1 `10 pannle'm Petroleum Including rude oil u any traction Lherot which Is liquid at standard conditions it tempentture and pressure (oil degrees ralutrlhen and 14 7 Nands per squar inch absolute) such is oil petrt learn fuel of oil sludge oil refuse tasolm kerosene and oil niv xi with cehc r non Hazardous Wastes and crud oils 1 31 Prole, i-The total torwrucum of which the Work 1, he pnrva i d cider the ( antra I lia tm,in, may he the whole or a part as indiwted elsewhere in the Contract Decant nts 1 o a Radnacme Ifaranal-Sourc special nuclear or byproductmaterml sd far dhy the ltoml Energy \ct of F)CI)CCF Xof tVN774TIO^laM0a1199aFLt 11 ITTYCFFLRTCi tU-NSMIDIFi ATILWljrEVdnOo)I 1 rs4 (42 LSC hutun 2011 t seq I as amended from time to time 13_ b Ragulat Working llorvs- Regular works% houm at dcfni as 7u0am to 600pri( unless mhemyy speclfitd in he( eneral Realurrments 1 33 RcrrJent PVjett Repeesenratn a-1h authoriz d representative of EN(aTNLLR who may Ix issltaud m the site or any part thereof t 34 Srmrples-Physwal "111PIe4 of mattvals equipment r workmanship that are rtpriesHnabve of sane portion of the Work and ishith establish the standards by mhich sueh portion al the Work will he dudg d 13, Shop Dntamigt-AII Irawings. dhagrims illustmtionx schedul a and art dam or information which ura sspprrwhwlly prepared or assembled by it hT CON-LRA OR and submitted b% ('0\7RA( TOR to illustrate same purtlon of the Work 1.6 Specf,atione-Those portions at the Contract 1)rarments conalwng of wrmmn t clinical dcscnpuons of mA LTtals, gmpmtnt construction systems, standards and workmanship as applied in the Work and a.nain uhmmstratve dotmLs applimblc thcrcto 117 Sufi onnatta in individual lion or corporation hav 1ng i dtr ct wntract with ('ON r RAC I r )R or with ark) other Subcontractor for the performance of a fen of to Work at the site 13a Substantial t.omplehom-The Work (or a speuhed part thereof) has progressed to the point where in the opinion of ENGUEER as evidencil by bV NIFRs detaianc tcmlicat, of Suhdamla Complchan rt tssuiHmimly compldc uiaccordarac with the ( antra I Documenes so that th W ark (or spccihed pan) -an he utdized tot th purposes for which it is Intended tT 11 w such ezrnfiCAIC as IssuuL when the Work Is canplete and read[ for lnal Iayment as viden,W by ENtarNEERs wwatttnr reactant mhauon cl final pavmenl in accordance with paragraph 14 13 rht tcmas substsaniAly cumplcte and substantially simplet d as applied to all or pan of the kkork r per to substantial ( nmpletion thereof 1 3) N)pplementura ( cot hnoin-1 he pan of the ( )alma 1)ocum arts whl h smcnds or supplun nos thcN (,eneral C raditions 141) %UPPLel-k mamdaemrer fabruator supplies dtstrlbutar niataialman or s rdar having a dtr et contra t with ( ONVTR\CTOR or with any Subcontractor to tarnish materials or equipment to be mwationted in the Work by CONTRACTOR or any Subcontractor 141 Ltuktyraiead Facilmu-all papehni conduits ducts, cabl s. warts, manhoks, vaults ranks, tunnels or other sauh tatdluc_s )r attachments and any ne a -merits contairm6 such laohtics which base been installed underground to furnish any of th following s.na.cs T matrals eledraaty gases steam liquid petroleum prnhrcts telephone m other mmmunw-!noire cable t I vision wwab and dmmag, r"mal traffic or other control systems or water 1 42 f all Pn a Wn/,-k4 rl, to be paid for on the hints of unit prices 143 Itorl The emote ompleted aimtniaan or the %anus separately identifiable pats thereof required to be furnished under the C ontruat Documents fork mLludes and is the result of performuiy er lumishuq, labor and tarnishing and mcorporaniig materials and equipment into the comtmetton and perfuming or h noshing services and tumisaing docum nu, all as requin.d by the ( ontract Donim,nus, 144 1604 Change DaVLrne-A written directive to CONTRACTOR issued on or alter the Elfecuv Dal of the Agreevent ind bieried by OWNER and recommended by ENGTNEEB, ordcrmg an addition dcicuon or revtston in the k% rk it respondmy to dilferurk, or unforeseen physical Lurshtiom under which the \!irk is to be performed as provided in pategmph4_ or 43 or to emergences under paagraph6 3 A %kork Change DaitnVL will not dna%, the ( rmtract fife or the ( ontraet I im a but is evidma, that th, pnm,s xpmt that th change daocad or dxmnemed by a lkotk ( hange Duecovi, will he ineirpxxated in a whsequently rued (-hange Ord,.r toll air mg n gottahorn by the pmnirs lis to its cffcet. it rid m tht, ( ontraLt !nice or ( on"Lt f tines is provided in paragraph 10 - 14s ILrnren Intet0lient A ww itten amendment of the Contract Documents s'iymcd by OWN and CONTRA( fOh an or after the klectne Date of th \t,menient and ramally dealm6 with the nonoae=Lrmg or nant,chncal ratt r than strictly construcnon rLlated aspeLts Lfth Contract Documcnm ARTICLE 2-PRELMINAR1 ALATTFRS Deis ofBondr 21 Rhin ( ON I1,AUO1, demon the eve uted Agreemmts to ORNFR (ONIR4( IOR shall also Mn or to OWNFk sirLh Bonds as ( ON I RA('I Ok ma% he ri.quned to fumish in a .ordare, u ith parabraph � I t optes ofD"are a, _ a OWNER shall finish to CONTRACTOR up to ten copies (unless otherwise s(ru(1ed in the Supplementary Conditions) tt th Contract Documents as ar toisoni MLessar) for the execuncxn of the NA, ork Additional copies v% II Ir iumi hed upon [,quest, at the list of o,pnxdu tiers r mnatencenrcnt of ( antracr rbrrer Yatwe to Pro eed 3 1 he ( ontract t bites will commence to run on the than th day after the ER dnc lit of th Ag gem cot or FJf3B ClNV(0WrnOht 19109 U 99a Fat 1 w C11YeFFnRTC LLMMC0MCAItuMS RFV47atii i(a Nouce to PruLc d is y%en on the cL) mdleated in the Notice to Proceed \'Notice to Proceed mm, he go on at any um within thirty days after th Fffechv I hie of th 4greemcnt in-ne- event —yall-44e-4,ormrlta-� Lumm,m to net later than the sudieth day litter the day ail-fi+e}np �nriger-ihrtYuni<4h earnkier-tine-FElse:rvc-�,rM eE+he-Avei r-whieheyer date 19 earlier 4mrttng the !Lark. 1 CONTRICTOR shall start to perform the W i rk an the date when the ( onuad Tames Lumaorite to run. but no 1,4crk shall he done at the cafe poor to if& date on which the Corar"t I ime, cvmmcme to run Befare Startmg ronSrrnLtran BetorL unlermkuig each pan of the 'lurk CO',TRVTOR shall Landoll, study ind cnnprari th ((lntraet D(xmllentS Ind Lheel, and %arty pertinent h6ures shown therecrn and all apphcabli hLld measurements CONTRA( TOR shall promptly report in wntmg to ENGINFFR an) confh%,l taror alihngurly ur discrepant% which ( ONTRA( TOR may discover aryl shall obtain a wnnen imLrpremuon or clarthcabon horn I-NUINFFR betne puxeedmg with any lkork rMclsd thLrcbl however ( ONI RA( I OR ehall not he Kahl to OWNR or FV,INI FIt for failm to report my Lonthei rrcr ambtguit) or dtserepaney in the ( ontnct Doorrmr ms unl is CONTR ACTOR kmw or r asotmbR should havL knowal th..rcol A Within on days titer the Meetly flat of thr \gr ement furless othenuse specifed in the Cenral Rcguirmtents) C.O* TRACTOR shall submit to FN( INFI R for re%tm o I a pmlimorur progress schedule mdicatin5 the tunes (numbers of days or dads) tar rartmg and •omp leung the various stages of the t\or, in lading am Milestones specified in the Contract D)wmems I n a prelim mat) schedule of Shop Draw in, and bmnple submuanls whsh will list each riquued submaml and the times ter submntin- rVV ILAVIN and proeessng suLh submittal _t 1 In no case will a ,hedule be acceptabl whnLh illms less than I calendar days for ea It rot few h_y Fngneer _o \ prelmrumv schedule of values for all of th Work which will ns.ludL qutnhtiis and prices of items atgr €aim€ the C-ontract Price and wdt suM%ld th Work into component pans msutftemit kmtl to carve Is the hasis ter progress payments durny LJnlinletIM Such prices will include an appropriate amoum of overhead and profit applt9 bk to oath aeon of Wad 7 Before any R rk at th at is started ( ON f RA( 101, and-AWPN-R shall eaeh d liver to the other OWNFR with copies to --,ah Adiaveriol ins red identdiad in the Supplementary Conditions E'NC'F,ER ,ertifnates of insurame (and Other evidence of aswance wMal--0tdor-at-theaF to anyaddaut t +rcured may temRmahly request Oyu dd M_ OWNF ) whl,li ( ONT RA(T^_a OR r.r- .T:c .�.," o,.re AF. it n qutmd to porhas and maintain in aecardame wah Pre,onslraLivar ( onferenee S \kahtrt twenty days after the( ontmet Times start to run but before any Work At Use Ile is stinted t u nference alRsided by (_()\TRACTOR. ENUNEER And Others as ippropnatc will he held to estahllch a working understanding among the parties As to the Work and to discuss the ahcdul s ref tied to in Mr,iemph _ n procedures for handling Shop Drawings ind other submittals prO.ssing \pphcsuons hx lavm At and maintaining required imords Ininall) 1„eptableekhednles l Unless otherwise provided in the Contrno DmumLmis at lead ten dugs before subnnsston of the first gFweNea-Far F+aymwN befac i nit ork at (he "to berms. a conterena atmndLd by (ONI RA( IOR hN&INFhR and others as appactir ante d,sigmatd lit OR Nh R will be heldmreview, tar teceptaMhty to I NL INbhk as pinidind below thL chedulcs whmakc! in uLordame with parigraph I and Divmog I CenemJ Requirements CONTRACTOR vhall hav ua a(kiluonal ten days t) make aincctlons and ad)ustmeras and a1 couplet and resubmit the vhedules No praeress payment shall be made to CONTRACTOR trial th, schedules art vuhmated to Aral taeptable to ENCLNEER As provided below The progress schcdulL will Is: acceptable to rNURNTFR as providing an orderly pnrgresslon if ahe Work to LOmPICUOR within at* spe,ihcd Milestones And the ( ontmct fun s but su,h acccptame will mith-r Impose ton EiNT(ANEER r,sponsibiln) for the s,qu mmg, s,h dulmg Or progress of th Wad, nor Interior with x relieve CONTRACTOR front tC)INTRACTORN full respoosibilny, therekr CONTRACTOR,, mlAduh of Shop Drawmi, ind Sample submmstors will be tLceptable to ENGINEER as providing i workible mringanent for renewang and processat¢ the requir d submittals ( ONTRACTORs schedule of values will be ao.epluble to CNCENI'ER as to ono and substance ARIHIh3 (ONTRA(I Il(N IAl P N 1ti I N I P N I A'NI kNf)l N( RP `,h fnrenr I l The ( ontiact Documents eompnse the enter agreement between UWNTR and ( ONTRACTOR aimemlrb the Work the [ entmct 1) caimmts Ore complementan what is Nailed la by One Is as binding as if called fx by all Its (anra(t Documents will he ainsuu,d in iaordanc, with the law of th, pla, 1t the Proycct 32 It is th, mtem of th ( ontrmt Doctim nts to FJCDC(FNFRtl 1(1MNT10^ 19104 ❑990Fls r) Ntiy(FFt RTCOLUNi MIDMFl ATICNS(REVan)nrI describe a fumbonally complete Project (a part thaeot) m he Lonstrumed in accordnnce with the r Orator t Documents My Work mmenah or equipm nt that mat reasonably he mttmd tram the ( Onmact Documents or from prevallmis custom Or Uad, usagr. as being regmrd to produce the intended result will he furnished And performed whether or not speLAICIlly called for When words or pltms,s wha.h hat, a well known Iechmral or mrtaxacfion industry yr trade memo are used to describe Rork, materials or ,luipat-rit, such words Or phrases shall he interpreted m aLLVa1AWe with that meimng ClatiGwtions and interpretations Of the t Ontracl I),ntunents shall be Dented by FN( INFFR as provided in pares —ph n T 33 Referiau r to Sl indards and Spec fuitrans of feihnrcal smieles Reporting and HisnNrng Diserepannes 3 3 1 Reference to stand u ls, IxeiELatnrs nsatuials Or wdLs of any tICIMICal %ILI tt aaa )MUOn a rt aeIanon, a to the Laws a Rei,ulHtiom of im governmental outltonly, whether sAh reference be speak or by unphe8110A shall mean the latest s ridard specahcauon manual LOCI, )r I aws x Regulations in Ofied at the tim, of open% o1 Bids(or on th, HTxtw Um, of the Agreement if there w r no Bids) Leapt As may Is: oth,ntiY specdicall) stated m the ( �tmct Documents 37' If during thL perhxmmce of the Work t ONTR\CTOR dixovers any unlA,f, err,r ambiguity or drcerepamv Wnlun the ( ontiact Do,mniems or between the ( ontiact Documents ,aid am provimun of ams such Law or R l,ulanon Applicable to the re rfomtance of th W irk or of any such stamlard specification. manual or code or of any mstrucuon of Am Supplmr m erred to in paragraph o ( ONTR.I('TOR shall rpon it to FNCrNiEbR in tenting at nna and ( ON rR \t I OR shill not proceed with the Work ttlmted thereb) (eucix in an em,rgency As authonacl bt pam_raph 6 3) until an amendment or supplement to the i ontmct Documents has ban issued bt on, of th, m,lhods imdtcaa d in paragraph , 5 Or l o provided htwev,r the ( ONTRAf TOR shall not be hable to UWTrER cr ENl WEER for Iailum to report my such unlLet error an igwty Or dls Cpamy unless ( ON 1 RA( I OR kit w or nasombly should hat known thereof 33 a Esc ept as otherttisc spe nc'ally dated in the Contra.! Docum ins or as may b provided by vnendniem Or suppltmenl thereto issued by one Ot the methods mdi hid in foragraph 3 s or 3 ( the procrsi(ns of the Contra t Dtcuments shall take precedence in rewhing my ontLet error tmbty,uny ,r dscrepancv between the provisions of the ( entmct D,wtrmem, and 1 i I th pmvnsicns of am %rNh standard spi,if cnuon manual code Ot Indmi.tion (whdh r or not specifically mcvporarcd by rctcren., in the Contract DO ummts) Or 3 3 3 _ the paw (stuns of any such Laws a Regulations appincshle to the penwmance of the Work (unless Such an mterpr-tatinn of th provisions of the ( ontract I)ocumentz would result n; rotation of suLh Lnw or R gulati n) 3 3 J In the tVertt at ttmtltcting of ambiguous Ixovruons within th Cuntrut DmurfACM, spectficauors will take precederce suer the drawinggs. and addenda will take pn Ltxdenu over bode \ohvi(hdandtrlF the foregoing- the more pectic prswuwn will lake precedence over the Ip�kLtd, mores sir t writ take txeccdence over the lass stringent, th, more exne—mry item will take precedence suer the lar a penswe On all dmwmR [sores take pose dencL at er sculed duaena(ops Scshre it than Mans, If dim, Is done at th, CONTRA( IORS ow n risk \a provision of ny such standard specdtcei(xn manual cod or instruction, shall bL tfactme to Wang, th duties and responsibdth s of OWNER C (INFRA(TOR or ENGINEER- or nit, of their ubLMUdclws Lunstafants agents or emphryees from Those set forth in the Contract Documents norshall it he efteLuse to assicn to OWNER Fti(rINFhk warty of FM INhhRs ( orsultanas agents or cnplovees anv duty, or auth,rary to supervrse or direct th, furnishing or pLnormame of do lkork or any duty or authority to undertake responsibility mwruastent with the pt wlsmns of Imrigmph a 1; or vw nthtr provision of th ( ontmct D Xuan nla 34 Whtnm r in the ( (mracr Deeum nas the terns as orderei is directed As re(julred its allowed its approved or t Tms of like C&a ar uoprn are used, or Ili( adleeuves reasonable suitahlL ac eptahle prorier or satisfactory I IdILWves of like effect or unpon arc used to des.nhe s rcqurrcment direction revs w r judgmcni of F\UI\-EER Ts to th Work it is nttnied that su h r quirem tit drectiom rvrtew or judgment will bL solely to entluate in general the (ompl ted Lbork Itr compliance with the reyuvem nis of and tntwmation in the Contract Document and Lont irtnance with the desitri a nctpt of th, conirst ted Prot ct as a Iunctionng whol ss six wit or Indic tied in the ( ono it Documents (unless there is a specific statement urliatan6 uthervvi e) The use of Nit such Ierlp or adjCLllVC Shall not be LtFc to C to assign to E'NGINLhR any dun or audionry to supervise or direct the tumrshme a perhrmance it the Work or any duty or suthonty to undertake respomafahnv outran at the j"vl Iona of paragraph r I i r am thcr provisl in of th ( onuact Documents tntenr6ng nndApplrmenting ( onbncf Documents I ) The I omraU Douments may be emended to provide 1Lx ad litions deletions and revisions to the Work Or to mo(Wy the terms and conditions IhcfLtl In Lne ar murc of the I Ilan ing ay 3 s I i formal Witten Am ndms.nt. s _ i ( hange Order (pursuant to paragraph In J) r FJ CFVFR U t ONDi IONS 19109 U 99a F Inn w CITYcFFiRT0 LLI1eSNCC1IFICAttuNS REI 471NNat 153 a Nark Chan6e Dueet% (pursuant to famgraph I t i I ) 6 In addlnon, the r quit" nis of thL ( omm t D(xumenas may be supplemcntLd and mnw vnnmtore and deviations in the Wwk may be autFammd in One or more at the following ways I C I A ['eel I Order fpurswnnt to Mrif mph 9 a) 162 LNGINLITRs npprovnl of n ship Ihuwtn6 Of Sample(pursuant to paragaphs b'_o and 617) at 3( 3 11NGLNEERs written nteryr ration or clanbcation (pursuant to pangnph n q) Reuse ofDneum inGs 17 ('ONTR\('TOR and anv Sulo Qnu icor v Supplier or other person a orunmzition pertormuty Or banishing inn of dx Work undtr a Ja M or uxlucct amtraLt with OWNER (I) shall not have Or acrlunr any title to or ownership n6hts to un; of the Drawings Specifications or other documents (Or uyleS N any thereof) prepared hs or hearing th seal at FN( INFI R r FN( INFFRs ( wnultant, and (n) shall not reuse sm of such Drawngs 1pLnFicanons oth r cf .umenis or ,pt s On Narensiom of tit Project a any oahcr projua without written corsem of ( )WNLR and FNGCNELR and specdtc wnu nv rdicntionorallapmnonby ENCIN'FFR ARTICLE 4- AV %tl A➢11 ITS OFLANDS SITISIIRFACE XNM PIRNIC11 (ONDMONS REFERENCF POINTS leadabaliN of Lends a 1 ()WNVER shall furnish, ss mdreated m the (-t ntract Doctun arts, the lands apart which Ida Nork is to he Ixrfomted n6hts;-ot wry and eastmcros tor icce% thutto and such tther lands whtdi tit d-signst d for th, use of CONTRACTOR 1 pen annuen request OWNER shall furmsh CC)esM tTOR with a vorrect SlaiHnNIFHl'rW`aft{-(a�Miinl!-Hfld-(elynl' tksunphon at ih! lands--upan -whwh�-Lbark isttr-be-p¢temtad-uwd FHS' hki maere A thenan t newvnR� fiar #1v ng rnaaae ot-ors-atreekantvc-Iren--men t ham' OWNER shall ulntn8 anv cixumbnnces er restrictions not of gen m] apphetnon but speuhcally r lated to use of I tnd, ur furnished with which CONTRAA(TOR will have to carpi} in I,<tforni the Work Frsm tits tw permanent structures Or permment than6es in etist(n6 ld ilities will lx obtamed aril p ud for by OWNER unless Nhurwnic provided in the Cenuuo Dmerninls If CONIRA( IOk .J ONNFR ere unable L agree m entitlement to or the amount or extent of any ad)ustmcnls in th ( otffiact Ila e or the ( ontraet I Im-s As a result t any delay In OWN-hks furnishing in s Imds. rights-ot wa,, or casracnts ( O\ I RA( 1OR may make a claim tit refer as provided In Anil s I I and I CONTTWCTo ifs shall pruk ule fir all additional lands and access thereto that may be required for (empmrion, construction faclhtr- or sforag of mat nals and quipmcnt Cuhaiurfar a and Phvucal ( aarhmns 4 1 Repave and Diamingv K lean, is made to the 4upplemanta Conditions for Identification of I I I �uhswf<(ce ( ondihan Th»ne reports of espluratiuru aril tests of sulnurtace Wndtttom at a contiguous to the wf that hav hen uulimd by hNIANEER in prepatmg the Contract Doiaaiuoas and 4 _ I _ I hysiwl ( orrdhom I husc draw ing3 of phvsical conditions in tr relating to existing wrfa,e or aubsurfaw waicwncs at ur traiguous to the sit (except 1 rider nund Cacihtica) that have been utlized Ln ENGfNFER in pri.parmg th, Contract Documents 42_ Limited Rehmrce by i-OWR4cTuR 4whon ed 7e hmcal Data ( ON FR4( 1 OR may rely upon the g neral Icemncy Of the technical data conmlmd III such reports and drawings, but each rpms and dramings are not ( ontract I)orumonts Such technical dam m Identified in the Supplementdry ( ond1trCM Except for woh reliance on wch techmenl dma CONTRA( TOR max not r h upon or make any claim against Ol4 NhR I-Nt INFhR nr my of L'N( NIMRs Consultants with respect to 4 1 1 the completeness of such reports and drawings for ('ONTIZACTORs purposes Including but not limited ti any aspens of the means methods teLluniquee, sequences and proccifures of come non to he mploied by t ONTRACTOR and mleh pr munme and programs incident thereto or 4' _a olhct data im tpreiations opinions and mfiannaion untamed in uo h reports or show If or imu med in such drawings, or 42 3 any CONTRACTOR mterpretatmn el or umoluvon dawn from any technic If data or any such dim interpretations upiruuas or Information 4 a 1 4oh e of DJretmg subuatace » Phi a al Corutrhons If CONTRACTOR believes that am wtnu face or phv sisal condmon at or emugaous to th sit that Is unuvered tr reve led ether 4 2 3 1 is of such it nature as to esmbleda that Inv teJWcal data on which CONTR\C TOR I. i mitled to rely as provided in paragraphs 4 2 1 aryl 4 smatermllk macerate x 4232 is if web a natur as to require a LIM11gc In the t untmct Docun its or 4 1 dttfem matctudly from that shown or FXIJCCF Ktl IT)0V 19103(1990F in I I t I I TY C F FART COLUNS Mi-D61CATICMS IREV 4n0a n mdI(AdO l Jr. the C MIMI Dt%miientb. of 4- 44 is of an unusual rai and ditT rt matenalIV tram umdiva0s ordmardv encountered ind g mralh r cognized as Inherent in work of the Iharacter prm id d for in the ( r nfrucl Documents then CONTRACTOR shall, promptly unmedipteh after beccmui. aware Ihcreot and before furthr disturbing anditions affected thereby tr performing any Wort, in oumes.tion therewith (except of an emeryemy as pctmrttcd by pamgrapho_3) nonR OWNhh and LMANEER In witting about ats,h onddton ( ON I R At t OR shill not further disturb such amdlttoms or perform am Work in Wmection therewith teccept as at rismd) until r salpl of wnncn order to do so 4-4 E4rINEERs R w I ELL (VEER kkdl prompty review the pertinent conditions determine the neonssdk of OWNERS obtarrung additional xitloration or tests with as" thereto and udvise OWNER in "[in& (with a ulpy to rONTR.V TOR) of ENOIN'FERs fintlma.,s and uanclutoom 42 Yak.uble (Offiracl Itaianann (hage It FNuINFER concludes that a change in the ( ontract h,cannents Is regwr d as a I suit of a condition that meets me or more of the categories in paragraph 4 3 a %ork ChImpF Dnectry )r a Chang Ord r uitl IW tsmial as pruvukd in Artml In to r ticct and document th consequences of wch change 4 _ ( I )cable I n e unit Iimes hiiustmenr \n xpinable adjustment in the Contract Pnce or in the ( nmrma I imee or hoth will he allowed I, the est mt that the existence of wch tnuovered or revealed condition cauett an InlreaM or dccr ass in ( ON I RA( FOR, csu Lit or tarn r qum.d for pertorrnane it, the Work wb1 ct how ver to the foil awing 4 63 such condition must meet env ant IT Mon. )t the ateaones dearibcd in twragrtphs 4 11 (rough 4 _ 14 mi lusivt 42(,2 a Ihangc in the Contract Dmummis purwant to paragraph 4 2 s will nit be an uulomatw vuthorimtron of nor a condition precedent to entitlement to any woh adlustm in 4 r 6 j w uh Rosin to WA that la paid for m a Unt Prn.e Discs, ink adjustment in Contract Pia wilt bi, subl ct to the proviuorts >I pani_omphsu (nand 119 and 4 _ 6 4 CON MkC'rOR shall nut he enutled to any adjustment in the Coma act Prue r Time, it 4_641 CONTRVr TOR kneu of th, existent.. of each conditions at the nm ( ONI RA( IUK mad. a trial commitment to O14NFR in rccpe4 of Contra t Price and Contmet Trm s by th submission of a bid or bccumhng bound under a negotiated connact or 4 _ 64 2 rho astcnc of au h condition i.ouid reasonabh hay hen discovered or resealed as i result of Lmy esamnanoR mvesug-ihon exploration ust or study of the s,u. and contiguous areas requited by the Baldtrg Requirements o Connect Documents to be ccaaducved by or for CONTRACTOR prior to ( ONTR.ACTORs making such final commitment or 42643 (-ONIRV 101, faded to give tK won n note within the tun and is rcquu ed by paragraph 4 _ 3 If OWNER and CONTRACTOR to urab) to agrss on entitlement to or as to the amount cx length of my such eauitabl adjustment in the Contract Price or Contract Times a claw may be made therefor As proided in Arucdes 11 and 12 Howescr OWNER. ENuTNEER and ENGINEERS Cunsadiants droll not be liable to ( ONI R V( [OR for am claims costs losses or damages susiain d by ( ON I K.A( I OR on or in canncc0on with any Other project cT anticipated project 43 Phvueal ( nndnam-11ndeigroumd Fatalities 43 1 Shun o, inrdoated I he mtorm di n +rid d.ita shown or indicated in the Contract Documents with aspa.t to esisti% Lndergromd raealnas at or t onnguous to the site is based on Information and data furnished to OWNER tar ENGLNTLR by the owners IT such ( mderground Fachbnes or by Ilxrs l nless it is etherwtse expressly provided in the )upplementars ( nditiors 4 1 1 1 ObINF R and I Nt I NF FR shall not he responsible for the accuses IT completeness of any suehhntormanemorddta and 43 1 _ Tln cost of all of dt following will be included in the ( ontract Puce and ( ONTRACTOR shall have full Rspornib lm for (,) reviewing and checking all such inkirmathon and dam (a) lucatnb all Linda.rgrcxcul Facdaues shown or indicated in the ( ontract Docum nLs(N) coordination of the lA irk unth the Owners Tf su In t nderground Facahues during wnstruction and (w) the safety and prdectlon Of all such Lrider¢round riuhties as proved d at pangmpho-tl and repairing any damage thereto resulting from the Wok 4 3 _ \on S,aoun ur bmhcoled Jf in I Indiagrmmd racdtty u uncovered or rove kxl at or wmtguo us to LN site whack was not shown a indicated in the ( onnact IhxmmcnLs ( (INI R,A( I OR Mill, fir xnlaly unmedmtcl alter hrcominy aw are thercof and lxforc turUcr disturbing conditions 11100ed th reby or pertorm mg any AA ask in coTn %tam thrrcw ath (cxc .pt in an cmcrgrnry as required by paragraph 6 ) identify th, owner of sir h Lndergroamd Fa ,hit and FJMCF V t OVDfn0t S 19104?(1990F Yin tit w C1TY0FFa1ILTC LLIMMCDtACAMNS Rkl 410mn Ewe written notice to that owner and to OWNER and FN( rNFFR FN( INFFR will promptly rev, �w the I nd.rground facility and d t noun, th cva of if Inv in which a change is requn d in the ( oranat Documents to Rfl ct and domimcm the con,qu,nccs 01 the existence of the trelentrocnd ranlat) II ENCLNTTER concludes that it change in the Comract Dncnm nls is rogmrad a Work ( hangc Hirtcnvc nr , Changge Order will be ,cited as provided in kude 10 to 2W and document suL h consequences During such tare CONTRACTOR shall he responmble for dtc satcty mind prutMLIM of such Lndcrizound Facility as provided in partaryapho 0 C. ON RAC IOR shall ni be allowed an ,ncreax in the ( ontract pie w an actenmon of the ( ontra t Tunes, or both to th `xicm that they a attnbutib) 4 th e,stence of any (ndcgyound F Inlav that was not shown or aidtuntad at the Contract Dc :uments tad that COTNTRACTOR did not know of and weld not reisomably have been expected to b iw are of or to has amcipeaad ff OkVNER and CONTRA( TOR are unable to agree on entitlement to or the amount or length of any such ad usnnenl inCommct Price o ( untracl Timex COMPULTOR max make a claim therefor is prim ided in -Aiii I I and I' However OWMFR FN(TINFFR and FN(dNFFKs ( mt ltmtsshali net Fe liahle to CON I RA( I OR hr my claims ants Insscs or dnnlag s naamTed or a,aiamed by ( ONTRA( TOR on T in connection with am dhar projei or antictpi0. i prod t Reference Points 44 OWNER shall provide errtmeerm6 ane%s to cstabhsh reference pomU for construction which in FNC INFFhs judgment are necessary to enable t ONTPACTOR to prooed with the. l4ark ( OIFI RA( )OR shall he Nsponable tar lxymg out th Work shall protect and prescry thestabhshcd r f�rxm. pomts and Tall make nit changes or r locations without the prior wort n approval of OWNER ( t TNT RAC FOR shag rapon to ENGINCER whenever ens rcfe% me Mimi is last o, destroyed or requir s relocaun 1x ittac of neaonsuy charges in grades of 1o111lns and shall b responsible for the accurate teplai, most er r loc-don el such reference poinb by profmicnalls quahh d personneL 45 4sbestos PCRT Feb»leanr Ha &,us l4aate or Radraaathe Ifatenal 4 1 OWNER shall be responsible for Inv AsKsnx Ise Hs, P trot um Ha`ardoua A4asic or Radioactive Adalerai uncovered a,evealed at the site whi In was not shown or adleat d in Drawings o4 Spemficaucns o identified in the ( could Documents tc be Is thin the scope of the Nuts, ,m I which may present a substantial dari6er to persons er property exposneanhid exposed thereto in unon with the \t At the sac OiVNER shall not be respoahble for airy sir h mat rals brought to the sit In ( ON I h A( I OK Swbccmtmclara lupl)I, is IT eon me else for whom ( ON I K A( 1 OR s I wpxores 1)10 Tr. -lc rc,o all Work as eanneanarrwalFatoi>haatrdeus aanbhammtd in any area mReurad Merehy (..soap[ in an emagemw OWNER and ENGLNEER (and (hereafter confirm suck-nexeryr. -.^,:: 'rE-'n.-- ,91- prempliv 4ersui-'wMvGNGPlFER eo we, ng-f1%&nee mtv4et OWNW to retain a gualilied aspen to evaluate rueh hemrekwa oaralitio n or ud a carecti" action, it any CONTRAC TOR shall not be required torearme W enk in connection with such bawrdous condition or in row .d theisso said-dehyered in 6O-s.-.-uo^.r�sgeswt wEal�-�wa- G}spcutk}arg Met -writ war-hesbeans rendered safe list the fog, Ht—Wi k—eir _ _ _ `rens-u+akr-whrahnuuh Work may be rauaned^sately If OWNER anti CONTRACTOR canna agree sus to enutkaterd to or the "Mou" it if May 1 C cyttrut Pne or Contract Turns as a result of such Wak Work is ug aed by CONTRACTOR To br resumed mher-Party -m0% M6, tft -1Rkks-l4uld7' l-a-}--44 miter-reeetpt-aF-vleh-speesel- written -nTtice ( ONTRA<"l OR does not agree to resin ruuh worl, agree to rest~ such Work under r such � special Wanddarim then-OIVYhIFutray-cxdaFsuahyauFtaxr-ef the Wnrk that is in tonnection with uth herErdous condition or m isch affected Brea to be deleted treat the Woad. It OWNTR and CAA'TRACTOR vamia aijvcsment den mCcsttrwca Prime x< mtraot l lain N44F Pam man, inalte a ala^,ra,ar�'o.- ^,�..�'f^'.lia'.rva'.•a motes-11 Mal 0"WER- mr�wrelr-deleted parties at the wed-tomise�d--.,y-:.:W I2a-own torces or others in nmrdmice, with \role 7 d,`-I To the kitlest-vitest res" tied lT}`-Law 4 an R�gnleaerei, OWNER shalt mdemmly and hold hwrmlews CONTRACTOR Jubcovtmctors FN(,NSER EtV4INFBRs- Consultants and the off cars-Z.caters-efflts iyeeR— cFt1iraAcl-wbeemravters-4 each-and-mi 4 HsaAtram -arid wgairai- „','�e:=mrri-c.�+"�Jasses-and damages -a- not _a fessit less or ---I stable nwt-Ciao akuar to beehIN intusy stakrness, disease err d ink or M injury arcir destruc4mn of tangible prop" tothar than the Work dsell) moludmg the loss of use resulting theretrom and OWNER to indemnity any person or entity from and awn negligem.c --PaN'oleunr arnartverad or revealed at the site, FIM, lFNFR%lI INTAT10"Aai 104t9911Fbt n) ,. i Tn CFruRTCOLLIN5bn MMAMN6tREV4 )(li ARTICLES -BONDS AND INSVRLNCE Pivffirnamce Payment and Other Bondi I C()NTR.\CTOR shall tunush Perfomnne aril payment Sunds -ach in an imarnl it leis equal to th Contract Rice is security for the faithful Perform ince and payment of all r'ONTRA('TORs oblt.attuns under the ( omrwi Documents These Bonds dull remain in effect at least until me year after the date "hen tmul payment becomes du esccrA as provided otherwise by i awn a Regulations a bo the Cormuct Documents C ON i R \< TOR shall also furnish such ahor Honda at irc required by the Suppkm miry ('orclttcros NII Bank shall tan in tlx. lam presathcd by the ( ontrect Documents escept as provided uthermtse by Laws or Ret ulitions and shall bcne utd by such wucties as an named in th current list or Companies 110khn Certtfoates o1 Authonty as AccLpmbb. Surcbes on F d ail Bonk imi i \cceptable Remsunty, Companies as published in Ctrcular s70 tumemdedl by the Nadia Self Bureau tit Government fmanml Openauons L'S Treasury I)epartment \II Hinds signed by an agent mnC be m.companicd by a cernh d ropy of such aycms iudtorn to act If the sureth on any Bond hiniMed tea CONTRACTOR is dk,clar d a laanl.tupt or hehmt'S msisKnt or Its right n do buxmcss is ternunatcd in my scat where any pirt of the Project is located or ace uses to meet the requvemrnLs of paragraph i I C ONTRAC TOR shall uithm ton days thereaher subsumi anther Bond and surety both of which must be acceptable to (}WTNTT(- +3 Lrcerised Suretres and fnrurrrs CeMfLates of Insurance 1 all Hon is and insurance required by the ( ontrn.l Documents to Ix par baud and mi nnim.d by OWNNLR or CONTRACTOR shall be obtain -d Gan sur ty or mstaim.a compi that ire dul) hceansod or au(honrd in the jurisdiction in which the Project is Iacikd to mat Bonds or insur inY pclicii s fa Me sturan anti companies w required Jueet surety and Insurance companies shall also meet such additional requirements and queliCriattiovu as may be provided in the Suppl mitt mary ( onditio ni v3" (ONTRA( IOR scull ddry r to OWN IR with copies to rich additional mstu ed identified in the 4uppl mrntary Conditions, ccrtibLatcs of insurinc (ind other evid nit of insurance requested by OWNER or any other additional insurcd) Much ( ONTR\CTOR is required (o purchau in1 mam(im an accordance with parayreph s q OWNER shall l de, w--tee E1PFf{i6 rtT(yR-�(e- auah additional framed iJenldiat in tie Sapplemenairy L anjd are.. -ere ayidmeo-otyr�arae-rcquesreAby-(-OP.}IL�Nf-FF+K i aAj-eta ®,99 Inj eastern-whaeh-OW196-WIn regrared.t ♦veM pamvgaphs S! en3 s 7 hereof SECTION 00020 INVITATION TO BID Date September 23, 2008 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 October 14, 2008 for the Resource Recovery Farm Outlet Pipe, BID NO 6115 If delivered, they are to be delivered to 215 North Mason Street, 21 Floor Fort Collins, Colorado, 80524 If mailed, the mailing address is P 0 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 6115 Resource Recovery Farm Outlet Pipe The contract documents provide for installation of 700 linear feet of 24-inch RCP, concrete manholes, concrete headwalls with slidegates, a sand cutoff wall, sanitary sewer pipe encasement and rock riprap 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 A prebid conference and job walk with representatives of prospective Bidders will be held at 10 00 a m , on October 2, 2008, at 215 North Mason, 2nd Floor Training Room, Fort Collins, CO 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 • Lww tcgov Cor/Fpro-uxerenL 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 Rev10/20/07 Section 00020 Paqe 1 (ONTR I(TOR c 1 raMAt1 Insurance 54 ( ON I R V 1 OR stall purchase and maintain ouch Itabrbty and other Insurance as is arproprrajL for the W xk hetra_ performed and furnished rnd as will provrd protecnctn from shuns set farth belay which may arise nut of ur result trim (Yri I R N( I OR a pcatorman, ual turmanrtE H the Work and ('nVTR\('TORs xher obhLsuons wader the C(MnlraLt I)M=entN whether it is to bL pertained or turmstred by (ONTRACTOR, my Submractor or Supplier Lr by anvutre d"Oly Lr mdtrectly cni d by any of then m fiction or furnish wry of the W ork or by an)ome fur whose acts any of them may Ix, hablc � 41 daans und..r wwko5 a)mfxnsafion, dtsahtbn benefits and other stmdar employee benehr aLts s 4 - claum for damages lbecause of bast lyy ri oLcupattanl id,rxss or dus,.aa or Inth of COVI RNCTOR s Lmployees 43 Llauns for damages because of badly calory sickness or dorns,, or death of any parson other than o ON I R N( rOR s employe s, 544 clmms for dwringes uvwued by customary ((aersrmam lVimori as a reer�stai diraaxrrd (t} by ern persist as a result of an ottetse dvedlS x ^`m:�a.:y'd"ta6ta'fM ernPkyvnam t ... A`0 'ttvrwtia y CONTR,Nt'TOR or (u) by any alter persist for ern aher rexanrt s 4 s claums fw damages. other than to the Work osalf lxcnus� of mlw) to nr desructnn it mngthl property wherever haled mcludmg loss of use rew1 ngthyefrnm and s 4 a Llarms for damages because of bodily injury Sr d ath of im person or prgvm damage arising out of the (wnershtp matmenara, or toL (f any mat vehlJe The po hcues c ( Insurance so reyuued by sus p era japh a 4 to be purchased and maintained small s 4 7 with respell to meamanLe required In paragraphs s 4 3 through s 46 tnchustvL and ) 4 0 mdude as addition] insureds (subject to any ustomary t,'clUston to r ywlt )f jxotcssmaal babtlov) OWNER_ CN( FNTEIR, FNG fNCERs Consultants and any other perscros of rntuLs d ratified In the Supplementar) ( o rtdnwns all of NO ant shall be hst.d as additional maurLds and mclu(k Loa rag for the respeeUve offiLers and amplovee of all SULK addmonal asweds S 4 N raLlude the specific coverages and h� written for not less then the limits of habrbt) pro%rded m the Suppi in rat ( ordmors or royuvLi Fy I ass or Regulations. which vet Lsgrztar 5 4 9 mcludt anpleted opcmhons tmumrx F1 CFNFt4\t<XVp1 nOtrl 191 ux 1 I Win F Jr., ,r C1 Y0FF0RTa mxsvtLotFacnn�xs�a�4`rann a 4I11 include atntredwrl hnhiht) Insurance La nng CONFRN( IORs mdemrnry obligations under parawaphs ( I _ 6 16 and 6 31 throuuh 6 13 1 411 contam a pr(w Loon or endorsement that the coverage afforded will not be wncella matendly LhangW or rernral r fused until at bast Lhtm days prior written nonce has been I:n en to OW "NER and CONTRACTOR and to each other additional rnsurad demufied to the Supplementary Contbtions to whom a certtfiLate of mcaudmc has been issued (and the Lertdtcatcs of ntsuni furnished lbw to ( ONT RAC OR purstram to paragraph 5 3 ' will w pros tdc) ,41 r main in ffect at kaa until final pay" nt and at all tortes therm@e when CONTRACTOR mas Lx coca cung• ramovatg or nplactng rk(etrna Wad. m awordanee with paragraph 13 1 and S 413 with respect to completed opemuom tnsamni and am urswem,e Lewcruge written on a Llaans made basal, remain m effect for at least two }ears after final ferment (and ( ON I Re,( I OR shall turn sh OWNFR and Lach other additional mswLd alenttfi d in the Supplem Mary ( ondtnons to whom i certfioatc of insurance has tx a Issued LvtdLnc, satisfactory to OWNER and my such uddrnutul msarLi of L•ontmratton )f suLh asuran at final (mym rat and one y-tr Cher after) OWNER r1 raM itl lnwr(atce S, Ln addruon to unatranLe reyuacd to be pratded by C ONI RNt I OR under pamgmph 5 4 OW NH at OWNERS ptuon may pwLltme and mavaum at OWN[ R s crpettse OWNI R s own balnitry, tnsuran a as adI prukxt Ol4'yER aga cast launs %hr h mar artst drum >[t Irmvs under th,t amran l)xuments 1'mperry Invamnee s C IWas otherwose• provded in the 1turplementary ( ombttons. OWNER 41011 purchase and Mutation propcm ursuran cucxrt the Work at the srtem Iheamcwnt eF-Iln-tutu-repluL4mml-eLast *W A-4%ileet me stwh ded"Aalt amour"-uo- mav--be-prev.x�aae tarppktnrntary- I mwr+md R"�.Aactns))j, .,..a...,�..:.�...._ .a_ Berl--mel-'r.de— ` u ONTRACTOR, Subeontmempa, FN( IVFFR, ENGPSE1kR6 Consuhamd and any cxhar prrsone, r enntn9 ak ,.d m the Supplementary Conditions enek of where-treknwed-tarhar�nnxrswek+k-rmere a and shout ba Itstecl as an usured ur adduhurel vaar vd Sri' be written on a Hwklers Risk all risk r upL peal ur-s96Wql-�k*m-that am l-Ixts�x dartmde-RrMeri4ork-3emtx)rarY-barldur�+-fehewnrk the killowurg purds ttra bghtntrw extends earthqu k-sotapsse- debris removal demolition coarcanned by enforcement dot I nws rind Regulauuns 4WNaF dAgv.e� .....1 st .L sth _ L spaeifwwlly^required bbg tM Supplementary ( ondluons W1tnelist&-e rnsea-� ..,wit.: in-4ai--rtpeu-or rej,hwa er t of any msuredprepaty (including but not hmtW To tees and dirges it engineers and erchaects) epaxxwstarglnFt e mt at to-xru`ntrerg-Av nrr„" ,r.o der-lea-being-weerpornlerl-m-(kit-Werlc utmawdeladed- esuch-rnahsplsxnd�qurpma+t-huvrlxnn dtn+ur4pphentton-ftrr-paytnen.-asam sG � be mamasned in etch and (met payment is :..a1e-idea-Alwtvi6le a to --in =Wr Imig by OWNER CONM\CTOR and R GNEER-with thrty--dayti widen-nutwa-tdY-encfr- marmot Tnwred to whom a venitroate of mwreno, has been tssaad *7-4 )A"tvR Atilttt-hadar end-Jneehmaw -r nsumnse-or-addrttexwl-{+re>,xrt}�tmurvmaa as may be required by the Supplemenmr) ( Manias iv the-udera9ls-ek OWNER rONTRAc'TOR wbwmmetdus, F' (UN R, h'.(+FsikFfi a-Faaaadtnrxs erak xrry Warr lid orx.or-emmes aientmed in the Supplementary t ortdmons es h of whom is deerncd to hove an treunrblrlNeres! arch shall be Weddas an usttrredor t kbtional insured s h All du pohues of insurance tand the. ifaiates or rest '-I-7- will --e aMam'-a-Prsvrs�m�hheF-the erwernge OF 44Y changed or renewal retused until it least thirty slays prior written rcWca has tie divert to OWNCR NMI whom a erriRrnte ot insurance, has been issued and will ucmnm waiver provJsxms in acconlem.e with paragraph i I I 5') OWNI•R still nut be rspwwblc fur purclra,ang and msmuming any prnpert) mmirmce to rrotect the mtaraas if ( ON rRAC I OR Subconvactors or other in loss within such n�n4fied Jeduern4>ta emotion. wd4 be bume by (,t tNl R.NCTOR, bUbosnt[acter or others suflanog May w,h loss and it any of them wishes prof ervi msumndx purchase and maintain it at the putchnsef�own expeme 410 If t ON fItAt IOR net. s awnI,m that .Nh, s�+aw:-nuu--meludert-xt-lk� PraPert}trntrrmrroe t-re if- R by a F I'herw Order IT Written 'Wendment pnex to 10 FJCUt (PJFRV ) iTVerrt RTCOLUVik(J[)TkAT1uNSAEVJnp n wmrmanaemantar fF slau{1sn wTtnng advrse4X4N4RV409 whether ar-a suchother moumneu has been procured by O% NFR 41L uurverwffbghrs >-1�-1--1)loin'.'E.Rnrui-FF,"`�.^.-\Ci-e,RuvtmdthnitdV fwhuas pru..hased m it xxdnrasi with patagmphv u mall 17 will protest OINNMR, C0Iti7R V_TOR Subeenhaeturr, ENGFN'EER. FNGLNEERs t onsultnnts urat all other pi nona or entities identified as ff4jeW,_ftnd will--yrevtde pimrary-wa, m8e""{o,-.flF lesees-+nd 'lmnnges-saavid hyL the panls�ed thereby --All suelt'pafre�tY.x-e&etthat w-llw avant"af--patarent "I atauars will have no rights of rewwery agauut any of the awureds or additional untur" Thereunder agrimst each other and tJea respeetna MCJats drrectnrs,-avployaa-enr�aganla-der oil 4mus NMI damages vaused by arong out of or resulting from eel}-JfG3yared 6y-SNIfIF-j3aherel-ands-yrw otherf+arA n- amnsea ppheeblem the -Work --aid Hit —sueh--rt�st bxbeafflratoes----- IN( .FNbhl�--,ts"v kA ( onwltants and all other personsdx entities alennhed al-3 e he 6,nit'.-6a Insura� or additional tmmedsunder so h polndas far losses and a.,_ti8. n esuied • aaa-r,t-Fho-abavr waivers shall exaelld to the rights that env fKm making such waiver may have to the proceeds 4 maumrwe hold by OWNGR as tru%ae or dtherswse VI 4}-W�_W_ aqa a f41N 11<lt I(]lE 'whar FNWUEEf�L�d6Pv�6Rr-F<ireulmnts-nun} the -QmPky,ae,_and_agrrrs,vfirn}aa Them for s-1-1 2 1--4ens-il %e ltlbinfHiss-mtetroPFrert lcyv, of use or otter nfrpedryen[rnl lass extending beyond duec.l phyraad loss or damage aJ OWtiFRS property or the Work caused by &�1 s_bt-" i r b oga-ta-the-oampkred tilt - A .L....,. ... .., Tit _ �a'k"T oonn l>rret-oiler-+tanexd-perrFearerrd by tiny fntpe+tY insuanca mommuned on the wxnplelacl Project cv part thereof by owNTsR during partial uttbattton Pursuant to parefraph-1 1 114 Pursuant to pvaagrarh 148 or otter had povnuent punaxwFteptae�epH..4l fl Airy-msruance"pe/tsy-mmnwmu!-{vr<3WNEI�awarrng ti lfl2'efiacE-tlMr as umvissai-oT ctnseeluentud lass- the assurers will Nava no rights t [-a�rrtek-um-dE+-6rh{{�lE�9l��teta hhE.lsibHR--h'NE ll�F�RfErwradmMs and, the ralkccwc directors employees and agents, of any of them Receipt and Ipp,rnaan oflreaemce proceed, 5 1 any MAVJ loss undet the polities of murance required h1 paragraphs o and 57 will Ix odjuslod with OWTICR and made payable to OWNER as itductnry for the insureds, as their mleresl3 may appear svbjcxt to the requirements of any applaable mortga6e yhum and of putagniph� 13 OWN"ER shall deport m a seprale account an) money an received and %hall distribute it in ac,orderi with such ugneemem as the paraes in Imcryst may retch It no other %pOnal agreement is rca had the damagtd Work shall b, otpew,d cr rcplac,d th morays NO n.cewkd applied on account th rent and th fork and th Wit thereof covered by in ippop are r'hange Order a Witt a kin rwLnuu s 13 OWrNER is lducnan shall have power N adjust and settle any Innis with the msurem unless me of the psntcs in at t shall oblei t in wntmmgg within lifiem cloys after the occunenkc of loss to OWNILlts exercise of this power It su,h Objection ts. mad OWNhR is hdu inn shall make sett) mint with th mwanrs In accordante w ah such agreement is the pans % in interest may rea,h It n, such agrcmnem among the Inuit-i in interest Is I su,had OWNER as hdt,iary shall adjust and settle the lass with th insurers aril; d reglnmcl in writing by any party in Irite:c% givehandIii -she poper pedomlanee-ot such tames Icceptanae ofBands and lsnrance Opaon to Replace s 1,4 If either party (OWNhR or CObi RA( FOR) OWNER has any objection to the uveraae afforded by or Alsoar prewtams of th, Pkmada-or insurance r yurred I) Ix par hayed and mammmed try th ogei---pam ( ONl R 4t'I OR in accordance with Amcl 5 an the hairs of non,ontommnce with the Contract Documents the oblecurr6 Party shall at mtily the other pony O NXER. will notify ( O\TR\(-r9R in writmj, within ren rgteen dins rip r raaeit t d.,hv n tit tax ceruhcat s (or other evxlarrtK requested) N OWNER I% required by parakaaph i 7 OWNER aril r Lk'NPRACTOR y],,It each pmnde to the otheayuaMa,kktarw}-Irt(anmrtaatrun-raspeatat�utryrxnae pnwsded-es-Ihe-utloeo-ma}- bFr-req sk-44either n>saran¢e--requvec�-sE�.^c—f,��--.'-,r-Ibe--f-antre«E wrtEmg-el itself letter = o-rainelasafmrta*dtL'aBft of -the W sink at of such tedure to nmmtam prior to eery change in she reyurred tzwaraga Without pejuchoa Natty other right or remedy the Other party may AM to Obtain ayutvalant the axpsyse Of (ha party who was te"witid N povwfi, suyh r ,__._ � _ gakdw ( ontract Face aoc,td rvdy Pannal lrnhzanon-Pmpertt l'imm e s 15 If OWN PR hods it necessary to o,cupy err use t Arbon or portions of Or W ink prior to �ulwtamtal Facnc CFNFAV lbNDf nOh}IY1a31199aF taint w CITY CF F-)RTC 11t h5 mccancAnum RE% 42,m, Completion of all the Work. such use it uaupart am) be accomplished in actrdance with paragraph 1411) pros aLd that no svkh us, or Occupmy shall inn M,oC Ixlore the Insurers prot idmg the pror cM msuran a have a,knostledgW uwtl,e th rent and in writing ff clod any charges in cnverate necesstmted therehv The nnuren povding the property msruance shall consent by ndomm or on th poltc} Or pihcr c but th, pmpma msauamse shall not be vxelled or petmttted to lapse in dlcCmt c f any such partial use or rxcupancy %R nor i h 6-(CON I RAf rOR ti RL"NSI W LI r1 hS Superttuan and Superintendence 61 ( ON-rR\C'fOR shall supervise Inspect and duvet the Work comp untly and f5manth &%omg such attention thereto and applyint, su,h skills and expertise as mas be rtecxsvary to perform the Work in ackcirtlance with the Ccmlract Documents [ OVT R A( TOR shall he solely mspinsthle tor the means in thous, t„ Ituqucs, sequ,rtme t and luoadur s of construction but ( ON 1 R V 1 OK shall not he responsihe for th negligtne of nth is in do design or spxctlicatron if a spekdre means, method technique sequence or proc dur of construction which Is shown )r uxhcatci in and yxpresil) r quwoxl by IT ( ortras.t I)comment, ( ONTMCTOR shall be re portable to sce that the uimpltted Wok LOT, s ackurately with It, t omhact Documents n_ ( O\rkA( IOR shall keep on the Work at all furies durmll. Its pugress a oropetem resident supine endent, w1vi shall not he reply d without wraun milt, to OWNER and ENGINEER msccp unJ< -itranMunry cucum stances I he superintendent will he CONTR\CTORs repesentauve at the site Imp shall have authority to act on behalf o1 CONTRACTOR All rnmrntuu, [ions to the supermtemiem shall he as bmdmy as itgiv n to("()NTRkCTOR Labor Nateral and Cpuiprnent 63 (,ONIRAC IOR slutll provide ompclem, sunabic yualrtted personnel to sury y lay out and aanstnut the Work Ii required by the (ontrat Documents ( ONfR4C 1OR hall at all lime mainum 60CA dratpline And cinder at the site Crcept as otherw tie requtr d for the salty Or lro4orron Of persons or th Work or proper, At the site or adjacent thereto and ins tpc as oth Mac nsdrewa d or the Contract Do uni Ill Work it the site shall be performed durm, regular workuCa hour and CO\TRII,TOR will not permit tvertur a work or the performance of Work on Saltutlev lutakiy err any legal IaohJay vabout OW\I•Ks wait" em6smt given alter poor written nonce to ENUKEER ( ON I RAC I OR -shall submit r qusts to the HNC Its 11_R mi_I ss than Jb how in alone, of any Worker tin performed on Saturday or outside th, &81 Ice XVIAMRouts of Unless otherw lse specrhed in the L,eneral Requmemenrc ( ON I RAC I OR doll lumish mad assume full r sporsdnhry For ill materials, equipm iv, labor transptrtamm, coratruetion qulpment and ma lumen loofa ipphani fuel, you Lr light heat tdcphori wirer samitary Cw,drtiea temporary fncdaies Ind all other facilities and Incidentals nmessarc tr the fumishing pertomian o, ustmg, start up ind LnmplLurr of thL Work 04 1 Pun hasug RC31TILUOos I ONTRACTOR must ctmiplY with the L m C th oC Iv hastmrancrcenssA ws available MIL" h offices of the hgehasny and Risk Uanag cat Dlvislon or the C Lv C led s office 64 _ Cement Resapators C try of Fprt Collins RLsoluhon Ll I'I ngliues des[ suppllus and prootiars of cement sir prodriLts Lropta un&Lemerq N Lemfy that flu, cement wax wt made m g em kuhns that burn hazardous wage as a to I b s All materials and qurpment shall he of gtxxl quality and new except as of esiLnx provided In the !'unaact Documents All warranties and uaranlees specifically called for by the Spemhcahons shall expressh nmtodr,hcnefilot O%%NFR Itrxlulredlx hle(rl%FFR C ON R \( I OR shall tumish utistaaM vid rice tmLludmg r blots at required tLsts) as to the kind and quality of materials and equipment \11 mitmals anal equipment shall Ix applied install d LOma cIcd r eud uscLL CILared and Londitiond in icurdznL with msvuLtlons of the ipphcable Supplier Ncept is otherwise provided In th, C unmet Documents progress'Sched de 0o CONTRACTOR start] rLh= to the progress schedule established in a csedan e tin th pamgmph 2 9 is it maybe adjust d hom urn t i tim as proi tdcd below ( I I I O\TRACTOR dtall submit to LVANCER for aweplanoe (to the exh,nt Indicated in Nrii,mph' 9) pimp used idjuvirrenCs in the projects irhedulL that will not charge Ilw Contract Times (o Milestones) Such ad)umnerits will contemn generally to the prugresi, schedule then in effi ct and aokLtionalh will oomph with any prammms of " (<enend Requtreni applicable thereto 06 Proposed adjustments in the progress schedule that will ha%L th ( onhact Tinos for Md stn.,$) ,hall be ubmltted m accordance with the requirements of paragriph 12 1 SuLh adjustor its may rndy be made yby'�1 Change Order or Wntwn \meniment In iLovdatcowith Amcl P 6.7 S463titares and Or Equal !rams 07 1 1k heneter an item of matenal or eqw pment Is specified Lr described in the runfai DLwntnents by using th, tame of a propn tat} item m the name of a particular Supple r th T"ItlLruon or d scirption 1s intended to smblish the type function and quality r qu wed Ind as (he spx.uhcation )r descrlptnin FX Do ( F NFR q c CIND1110sts 191031199a F hr ill I- 1TY1 FFLRTCOLLIM&ILDOF AnUNS(REV10)11I (AmaIR1 LT is Co]IuwLd by words reading that no like aqun dent or or equul Item or no substitution Is Ixrmlhd, other it ins of material or qullxn at or material or equipment of oth r Suppljtm may be acuptd by ENGINEER undT the following IrLVmStan.es 6711 T)t Fquul It in h\GPVFFhs sal dlarefion an item of material or equipment proposed b) CONTRACTOR is furwhwwliv equal lu Ihat tamed and sulliclendy wmdar so th.ut ra) change uI related work will be required, a may Fe considered by FN( I\FFR as an orquil item in whwh Lase review and approval of the proposed stun may in FN( INFFRs sole div ration Ix aLLomphshet without LomphancL With simile or ill of the requuLmLnis for au.eptance of proposed substitute items 6712 Subsnntte I&M If In ENGINEER3 SOIL die etim an item of material sir equipment Proposed by CONTRACTOR dots not qu If& is an or -equal seem under subparagraph 6 7 1 1 n Will be Lorurdered a proposed substitute item CONTRACTOR shall submit sufficient information as provided r l v, to allow t N( INFER toderermme that III Item of material or quipmLm proprned is esenually equtva] or to that named and an aLCLptahle substitute therefor The procedure for review 1w the LN61NLCR will uxlud, Ile following is upplin need in th ( nerd Requirements ind as FNL INFhR ma) decide Is appmpnite under the Lircumstinces Requests for rev(ow of proposed suhsamat items of material cr equipment will nor he io,epted by CNOWEER from anon other than I ON IRA( IOR It ( OWrRA('lOR wishes m Curmsh or use a substitute rum of material T equipni rot, CON IRA( fOR shall first mike wramn ipplta Lion to F\Gr%FER for aoaptanL thI c rtifymg that the proposed substitute w III fxiform idequltely the functions and aLhneve the results Lallul tom by the general dongm, N smtdsr In wbstmtLe to that sfxcdled and 1, sorted to the same use as flat spcctfi d Th appiwahm will stale (he extent, it any to tthtch the vlivatlon and A4Leptane of the proposed substitute will pre)udue CONTRACTOR, aLmet mem of Subslamud Cwnpletren sin tune whether or rob acceptance of th suhstime, for use in the Work will require a change In my if the ( ontra t Dmunr nos for In the provsrons it any omhlLr direct ontmet with OWNER for work n the Frolct) to adapt the d sign m dos prop os d substitute and whether or not mcorponntion or use of th substitute in comun.Lnon with the Work Is anbJdLt to psymem of an home lee or royalm U y niitiom of the proposed ubelaurc from than npenfred w ill be Identified on the application and asathible maintenance repair and reply anent semLc will be lrahcated The apphLutitln will alin Lonaon an wcorrrrd stimat of all ova, or Lredlts that will result directly or indeoctly from acceptance of such sulstnut Including costs of r dylan ind diMi of othY iontraLtors dFecii.j by the resultmg change all of which will be considered b) M INFPk in evaluating the proposed suhstaut. M*NC INFER may mquuc (ONT6A( FOR to himah additional data ibout III, proposed substitute i 7 13 i 0WRICTOR s Lrpeme VI data to be provided A) (ON1 RM IOR in sully[ of am proposed orequd or sulieti item will he it I ONTRACTOR a expense 07 _ subsnpae Cannuclrar, 11410,16 a f rocedures If a spemhc mcam method Iechntque xNuarce or prcvedme cb cunsaruWon is shown a andieand in and xp cv I) required by the i orinct Documents ( ONTR4CTOR mat, fiurush or uhhzc i sulzstitul moans method tra.hntqu wilu nee r praedure of construction acceptable to ENGRNECR ('O\TR\CTOR shall subinit s fliu at inform ikon to allow LNGINGCR, in EMAN.ERs Bole disaction, to denims, that the subsutuu, Iropoad as ecpuival nt to that esprmsh callod for bs the ( Ontmi.t Documents The proLedure fix review by ENUMER will be similar to that provided in subparagraph It 7 1 6 73 fngeneei f Fi aluariar I fvuPd +K will Ix allowed a reasonable time within whit h to valuate each proposal or ubm rid made pursuant to IxaVnphs o 7 12 unit( 7_ ENGLNETR will be the sole judge of a c pabdin No or.qusl or subsumm will be drdcrud Installed oa uuumd without ENGULERs prior written acccptani.e which wdi be evadcnced by either a Change Order or an spprnved Shop Driwtng OWNER may m pave (.ONTRAtTOR to Famish at CONTRAt FURS rpen.c a special performance Lunram a or rher srnrety with respell to any or -equal a subsutut IT!( INEI R will record time required by ENW\"EER and ENGINEERS ( onsulams in "locating suhatltuttt prolisecd or whittled by t'O\TR\CTOR purnant to paragraphs 6 7 1 and 07 and an making charges in the ( orana Documents for in th lrovacaaw of anv other isn't cmtrsei with OWNER tier work en the Proj u) oacumunod thereby Whether or nut L,NGINEER accwpls a substitute item so proposed or submitted b) C ONTRA( TOR ( ONTRAt TOR shall munbur. OWNER bur the charges ut Fr\OrINLI•R and h'N( INHhRs Consultants for valuating each such pmpn^ed suhsomm near 68 Concemmg Subs.onnnaors :upplien and Others 081 ( ONTRACTUR .hall not mpkn am Subcontr Mar Supplier or other rcrfon or organization (andodm6 those acceptable to OWNER and I NUFNEER as Indicated ut paragraph 6 b ) whether tail all) r s a uhat lutm against whom O1V\bR r LNGIM'CR ma) have reasonable objechan CON 1 RAC I OR shall not I, requred to mplo) any `iUtk0ntraeu0r Supplier or Oth r perxrnoi oigamrdtlon to harsh x perform am of the Work against whom CONTRACTOR his r ascaabl obj train FAIN CFNFRV COVni nONr 19104(199 i F Yu ni w RTYCFFORTO t1IMMCUMCArTuNS REV410WI, 69 W\TIW(_TOR shall ocrCrrrn not lv s than Q tknrnt of the %%-k with tGs nvn (iron (IFwt r� without subconttutirw I h t) tier sit quirest shall bo understood to rotor to the 44ork the value of which totals not less than A gcrcnt ki th, C rtract rime 0 X _ It the Jupplementmv, ( dridiprris Bidding Documents require the identify of ertnm SubcontrKtom Suppliers or other persons a d nnnuaprau (mcludinb those who are to fumi h the principal deans of materials ur cyuiprnent) to be sutrnmed to OWNF k ai-edaan.v.M-Flea-spee ja date prior to the hflective Data of the Agtzineril For searyAariee by OWNER .tad PNt INTI R -an& of rr^ro rrmnw m aeaarJarlad>--tvtth—{!x� Suppbrnnnta,-�-,-o„moe„-. OWNERS or ENGINEERS aaelxa w (either in wnting dr by lading to male wrim n objeetari ih Tcto by the date indicated Cur susptance a obleiNum In the bidding documcres or tin (attract Documents) of anv-AWAr IA InetwMw wppfrer lF-Wl>ee�ersan�r orgmimrpom so identified may be revoked on the irk ecvx7Mahk--suha9Bttc�—Okra-4,untraehi+Ma tw-4d adjustu�Aytlto-dtkTmmee-irFtkrE�waA-M- such ttIbStAkillon and at approprate (lainge Order wvN-he-+Asited will constitute i condition of tin Ccamact r quiring Ili use at th named suMxmtrtetors suppliers or other persons or orgm7Ation on the Work unless prior written appnwal is obtained him O\VNER and L O NECK No weeptmlle by OR NCR r Mu NECR of am such DulLoanictcr Supp ha or other parson or ormammutan shall comtaute a waiter el anv n& aC OWNER or E\G[NEER to reject c{1feerna Work 6 i 1 CONTRACTOR shall be dully mIponmbl to Ol4NER and TIV( WEER Mr all acts and omicsaats of the Subeommcars, Supple rs and other ro om Ind nrgamzations pertaining or fa mshmg any of the l4ork under a derc t or ualirml amra t with CONTRACTUR lust its CONTRACTOR is rcwpoetsible for I CINIRACIORs own acts and plllission5 \othmg to th ( mtract Docum ntS shall 'relle for the Ixnefit at any ua h Suhcontractr tiuppbar or other parson of crganimtion am erontracrual relationship between OWNER or FNl FN'FFR and an} such SubLantracur Supplier or other person or organization, nor shall it Bream any obligation on th, part of OWNER or ENGITNEER to pay or to we to the pria"em ofam moness due rim such Suboonractor Supplier or outer person ur c ryanlmhon except as may otherwise be recurred bs I.zwserd Regulations QIVNER cr I N(INFFR may Furnish to am, subeonuaclor. surrolier ur olh r txrsun nr drgzninp xt wIdoncc of -amounts paid to c ON IH \(. I OR in k�a¢yLi c_ __with (ONFRA(1ORS tIfflaauonetor Payment 691 CONTRACTOR shall be solely respcvsnbtc tm scheduling and coordinating the Work of Subamtricairl Suppliers and other fxmm and organizmons pertaining sr furnishing anv of the %lurk and r I ducat or irJrctt contract with ( ONTR \'TOR CONTRA( TOR skill require all Subcontractors Supphars anti such cxlxr pasora TO orgamrahans perfuming or turnishing Ivry at the W xk to om utunicate with fix ENCTNLTr through CONTRACTOR bin Thedwisrors and secuurs oC the SpcWtcationsand tht Identihcations Of an DraWIn S shall net car 1aOI C ON7 RAC'I Ok in�L oiling the Work among Subcontractors air Suppkrs or dchnraung the tN ork to he pcAmn d by any spocahc track C11 All Work perforated Fcr CONTRACTOR by I Sulxontractox or Supplier will be fwsuam to in appmprtate mgrecment between CONTRA( rOR aid the Subcontractor or Supph r which Veuticalty bids th Subcontractor or Supplier to the applicable tents and conditions of the Connect Ducuments far the benefit of OWNER and ENGINEER Hasuamem itistansii on meay'Ynsuratia tie asea'rn pMegapby3N- am--33- tke--agrtament—YI.: «•..tin --the ( CkN TIt v TOR and the Suhepitnwttr Of Supplier will weaves all rights agatnA OWNER (ON'TR\CTOR f .4.FNhMR—FNFsFAIhhRh (ins suluartc-arid-Ott--gotta additional irtaueids Inn all (axis anti damages caused by mtwng out of or resulting limn any t f the peals covered by ,u6 policies and any Other propariv inau<wwe applwehle to gH,..tv_.t..g -f .c_ MUMS M_aaysurh�mgwre soya nue wan er farms I I ate signed hie any Suhmnmetor air Palen% Fees sad Rmaftres b I I ONTRACU R shall pa} ill hems. tees Ind royalties and assumt all LOSLS incident to tht use in the pertomtancY of the Work or the tnwrpnrnnon in the W ork of ant invention, design protcss, product or dcv It wkth s the ,ubtect of patent rights or cepynghts held by Others If it pari¢ular Invcnuovn. tksnpi. process, product or device Is ,peLdltd in the Contract Documents fax use m the perfornidrice of the W ork and if to the actual knowl dge of OWVFR or I Nt INhFR its use is subimt tit pat tit tights r copyrights call.% for the payment of any license tee m malt) to athus th -xisteric of such tights Shall h distlo ed by OW'v'ER in the Commit Documents To the full st xt nt permitted by r awl ind Regulations, ( ONTRA( TOR shall trrkmniN and held hamdca, OWNER ENG4NEEZ E\GINEER S Consultants Aid th, ofhten, dirmlir, emptvee, agents anti other um,uhants Of etch Ind any at them Goat and igainist all cLatm costs losses and damages ansuig out of or resulting from anv mtnngenxnt of pots a right., or copyrights siodmt u, the tise in the performance of the Work er resulting Gum the iaxparabon in th Work col tiny invention, deign procss, product Or dCy ILC not ,pcufied to th ( )ntmtt I AxuncnLs R FJCDCCR 11 t VN" TITS 191041149a F In a l4 CITY FFt RTCOLLl\SMt DIFICAnCNS1REY4 call Pmrnds 61 i t nl� oth rwise provid d in the SulTplemtnat* C arahtiors t ON I RAt I OR Stall Obtain and pay lot all construction pormns anti licenses OWNER shall inist ( O\TR\( TOR, when neteeart in nMauu% such pumas Ind licenses CONTRACTOR shut[ Fay ill got mmcnml charges and inspection Ix.s n cssary for Ole prosecution of die Work, which are applicable it the time of opoinull, of ➢ids, or if Ihtre are no Lards on the Effective Date of the 4zeemem CONTRACTOR shill pay all charges of utility owners for cutux,liurs R the Work and OWNI R -,hall pav ill charges It such utility uwners Lox Capital ,Q is related ther,to su h as plant in estment Ices 6.14 1 acts and Regulations ( 141 COVTR\r'TOR skill give all notices and ummply with ill Laws ind Rqulations ipphcabte to firm lung and performance of ih, Work F,u.pt where ahmvm xpressly required by applicable Laws and Reynilnuom neither OWN-M far ENOL\-ECR shall be resptasiblc tar mumtorm6 (ONrRA('IOks compliance with inv laws Or Regulations (114_ II tONIRVIOR pdorms any Work knowmy on loving re ixm to know that it is contrary to Laws or RogulnLons, C )\TR\CTOR shall Ixat Ill etnunk costs, losu�s and damages taustd by insirng out of or resulting thrtefran however ash ill not he ( ONTR4CTORs Fortuna) resporlvbilnt u make certain Chit the Spa,ikr atons and Dmwin6s are in a c r ana with Laws and Regulations, but this Shall not relate ( ON RN( IOk of I ONTR V-TORs Obligations under puraigiph 13 _ rases tots f'ONTR\(`TOR skill pay all sales Asunwr use and other sundar taxes r-yutred to Ile paid by CONTRACTOR In actordao t with the I cows ind Regulations of the plan of tha Protect which uo ipplme nhle during the performance of the %A ork b 1, 1 OW\`ER Is t%emm Fn,m ( olaxaci) State Had local sales and use Laces on matoinab to be [immanently incorparated into the protect Said taxes shall not he inciudid m the (antmct Price CONTRACTOR must apply lot and raenc i (,ntficate of FxcmptIon front ill Colorido Department of Revenue far i,onstntaton materials 11 bL pltystsaliv_ Iito91Pantcd into IN, ttajtct This r ertd¢ahon of Exemption provides that the CONTRACTOR shall neither tav nor include M his N-C Sales —andUse Taxes on those building and _instruction matcnals nth mcallt mcgrp_orated ua die u ii,,t Adgwl i ( olomdo Department of Revenue State Cn t \M1,A- 137) Shennun Strcel fktwer ( olcnado S0161 Sales and ( se 1 axes for In. State of ( olorado Regional Transportation District (RTD) an4 :i-rtam ( oltxado counties are mlla,ted by the State of Colorado and are mcluded in the CatdtLation Of hi, mption All applicable Sales and Us, Tares oni ludrng Slat, collected taxes), on any items other than construction and buildase na itmabs oln sicalls inccroamted into orgloct am to be paid by ( ON I kA( I OR and ire Io be included in ancaopriate bid items t se of Premises t to CONTRA('TOR hall oordine o,cramuction equipment ilk storag of mantas and tyuipmtni and th co+ppraatons of workers to the site and land rid seas iof nnhed m and petmarted It th, Contract Docum its and other land and areas permitted by Laws and Reyuhniona rq,hsof uay permits and easemens aril shall not unreasonably encumber the premises with construction equipment or other materials or equipment (ONtRA( IOR shall assunr Full r ssponsthdnv tot am, damagL to an) such land or area air to thL owner or Occupant thLr of or of any adlaocrt I and or areal resulting from the lvitormame of the kk ork Should an) claun be Trial In tin such ounr or occupant h,caus, of the performmU of thL 11-ak t ON I R U MR shall promptly settle with such other pan In negontuon or otherwise r,auly thL cldnm b) arbitration or other depute resolution pra.ezdmN nr at law I ONTRACTOR shall- to the Fullest Lxtent permitted by Laws and Regul atiotu, mJ,mml) and hold harmless O11NFR FSR NPI R INt At FRs Consultant and etwonL directly or nditeclt) employed by an) of them from and against all hums, costs loss,& and JTMj anmtg out Of or rLwItng tram in) clvm or action legal or Lquitahle hraught by an) such owns it occupant against OXNNER E\GL\TLR or arr) other party mdemmfi d hereunder to th, LxtLnt caused by Lr based ufxm CONTRACTOR s pertarmmou it th, Work 617 Duatn6 the progress of the W ork I ONTRtCTr 1R shall keep the premises Tree from ac tnnulxuos of waste materials rubbish and Other Jzbrs resulmq, From the Work 1l the ox mpleuan of the Work CONI RAC IOR shall remnv, all wall materials nihmsh and it ins trom and abmt the premises as well as tilt fats applimsea construction quipm tit and machtnry and surplus matarals CONTRACTOR shall leave the site ,lean and randy for occuparwy ty OIVNFR at Substantial ( ompletacn of the Work I ONTRACTOR stall resture to origmil contttnon all propat) not d sgnatud tot alh.muon is the t ontract Do,uments 6 1st (UNTRACCOR shall not load not permit tiny part u1 an) structure to be hided m my manner that Will endanger the structure nor shall CONTRACT OR subJo t anv part of the Work or adyac.nt firper) to str Ues or fir res first will unalarlt Re, and D mans mts FJ CFNFRVttbV I IIO*N 19104 11990 F Yin w r1T dFF aRT CS LLINS NCa111F1CA nuNS R 470alI 6 Il CCJNTRACTUR shill maintain in a sale place at the site one record copy of ill Dmwmgs, Spectfiwnlns ldderdu Watt IT Amendments Chang Ordtc Wort. (hang.. Dtrecnecs Fteld Orders and written mt.rprctauors, and chrrLcations (iUui d pursuant to pamyraph9 J) in hood Order inl uutnlaled in show ill changes mdde during corstruloon These rectrd documents togeth r with all approv, of Samples and t counterpart it all approved Shop Dmwmgs will be available to ENGr\ZER Ctr reCarnce Cpon completion of the Wort, and prior to release of final Payment these rewrd dMaRIC[tts Samples last Slop Drawln6s will be delnanito FN( 1\1,FR for O\ANW %fat and Protection 6 DI ( ON I RA( 1 UR shall h r* pomstbl, I T uuuattna, mautainmg and supervtsmg all saten pre, moons and programs on connection with th, Wtrk CON FR\( 7UR shall take ill necessary precautions For CIL sah.tw oC del shall prow id, the naessan prot tton to prevent damage injury or lost in 6 JI 1 all persons on the W ork sire or who md) be aff�cad Fry the Work 6 _0 all the Work and matatals and gmpm nt to IV InLorporated therein wh thcr In Stttrag on or tl the site trail 0 _0 s ofhcr iroflcn) It Ili, vl, or adla, tit threw including trees, shrubs, lawns, walks pavemems roadways slructures, utilities and t ndergroun) Fieibnes not destsnated try removal relacahon r replaccm,nt to the course at ctmstruLtien I ()\"TRACTOR shall comply with all applcacablc Laws and R gulltions of any public body hat mg lurnclncnon tv S ft h of ptrions or propcn) or to project th,m tram damage, injury or loss and shall cruet and maintain all ne,ess r% sateguards Rr such satat) and prate son I ONTRACTOR shall wttly owmuts of adlac at propem and of T nderelomd TRLIbtmS aid utility Owners when proS,Luutn Of dh Work rim) e1Te,t them mid shall a operate with them in rise prof is him rLmoval relocation and repla,em,nl of their property All damage ulur) or IOU to any property referred to in paramaphs 6 _0 _ or 6'(J I Loused, dirnth, nr UWWCClly In whute a in pert, b) I CA IRA( COR any Subcontractor Supph r it an) other person or or¢an anon duecris r mduectls cimpl coal la) am it thum ro Nrfonn or lumish any at th Work Or anyone for uhow acts an) of thaim in w be hat le shall b, remedied b) ('UNTR ('TOR (exc pt dam is or loss inributable to the Fault of Dmwmgs Lr Sp, incanors air to the ,is or Omisnorc of OWNFR v ENGINEER or EN uINELRN r onsiltan or anyone employed by ant Lf Hiram or m) one for whoa acts any of them may N liable and not attributable dbrectly tI ambrectiv in whole or in part. t t the Iault or rawhgen e of I ON I Rail ]OR r an) Subeontra,un Supplier or other person or orysTru on directly or utduecdv ,mplovcd by am of them) CIA R(( IURsduh-sanirosponsibthuca trains sat ry and prosucn of the Work shall ,onmue until su,h umL its ill th, t) ork rs nvnplet,d and ENGINEER ha issuui notate to OWNER and (.ONTKACTOR in auonlame with paragraph 14 11 that the 14 orA is acceptable teseepf as otherwi,, „tpressly provid,d in conn coon with Substamtal ( omplehon) 6.21 Sajery Reprerentarne (ONIRA("IOR vhall dcsgnvu. i quthti,d and eywienccd .afeev represertmnve at the its whose Juttes and mspiarsibihues shall be the prevention of accidents and the maintaining and supervtsmy of salets precautions and ptogranu Ha rdC muri seabon Progmnts n-2 CONTRACTOR shall be nspcntsabl tot awrdmatinf, any au.hHNL of material safety data shats or other hazard communication information required to be mad, wvLabl, to or '`changed bnwe,n or among employers at the site an accordance with Laws car R tulnumet Dnergeneaes 6-3 In emergencies affecting the safety )r protection of Ixrsons or dx kif rk or proporq at the at0. or adla, at tha.rete CON I A( IOK without special instruction or auth,vimttmiTom O11NFRorFN(,INh FR is ihhgatedta act to prevent tlxaaterred damage mlup or looms CONTRACTOR hall eve E\GINFFR prompt arm n antic, it (oNrR\CIOR beiimts that any agtuhcmt changes an the 'A"k or variations hoot the Contract fAxwnenla hat, he n caused Ihemby If FN(dNLER determines that a ,hante in the ( untmct Documents is required b,cauw of the aLtion taken by CONT RA( -TOR in responv to such in menuxa,y a Work ( hange Dtrecuve Or ('han6e Order watt be issued to d,xument the ccns,quemoa of su h attic a 63d Shop Droamgsand SW1T[ee o 4 1 CONTRACTOR shall submit Shtp FJmwin(,s to CNGI sTCR tar review and approval in accordan e with the awepted s Iaeduh of Shop Drawings and Sample submittals (see pamgr iph 2 Of Ill submm its will be adenuhed as EN(ANEER may regwre aril in the number of uirses spe(.thed in thL ueneml Requiem nis 1 he data shown on the Shop I)mwmgs will he complete with resp,ct to quantities dimensions, specified performance and design crrtena materials and similar data to show FNGINhhH th matenals and exputpment ( ONTR1CTOR proposes to proved, and to -rahl FN(,(NFFR to rLvt w Its mlormation for the limited lwrposes required by paragraph6 6 b a; s CONTR\(TOR shall also submit Samples to INUNEER for review and approval an aaonlanee with said i eepted schedule f Shop Drawings and Sample submittals Each bample %all be id,nufred (early as to matenetl Supplier penancnt data such as catalog numbs and the us, fax whah inwnd,d and mher%me as h\( INFFR mat require to enable ENGINFER to rei-w the submittal tar th, hinted Ili FJCD( L FNFA ai ( a(MNT10N5 1910411990E not i t IN C F Ft RT COLUSS ULDIFIIAnC 4S iREV a10(01 purposes requerd by parsf;mphb26 The numbers of inch Sample to he suhm tted w tll has speciheil m the Spxclhcatiom G29 Submertnl Piweedunt, n?+1 Before submitting each Shop Dravang Lv Smmpl ( ON I RA(1 OR shall hat, d,Icmmncd and verified t s 1 I all held measurement, qu muties dmteflsa , Weulred parlomtars., ideate installation rcquirem,nL& mit. qls, catalog numbers and samdar information with respwd 4uscto 6 I all mat naN with nspmt to m4nded use Inbna.anon, sNlVmg, hani 'ama6e asxmbls and tnuallatin prtaminp, to th pertonnan,e of the W ark and 6_) 1 3 all information relative to CONIR.\CTORs sole responsibilities in respect of mean methods, ieehmque , sequences and procedures at construction and salary pre, nutions and programs mead at thereto (ONTRVIOR shall also have riwsicd and wordmated each Shop Drawtnf, or Sample with ether Shop Drawings and Sampl s and with th rcgwr meats of the Work and thL ( nnua,l Documems 6 s Fah suhmirtal %ill bear a scamp or specth wrm n m(hcanon that C(-nNTRACTOR has satisfied ( ON I RA( i ORs obligations under the ( )mince DLxtlladmlS with reseal tc t ONTRA(.TORs review and approval at that submittal 6 ) At the time -it ach vbmassion r ONTR\CTOR shall give E,R LNECR spe the wnaen manta of so,h situations if any that th, Shop DmwLn6 v "ample submitted may lair from the WILIMM,nts (it tlx Contract 7101UMem3. such MAIL W be in a written commumu�ahon separate Iron Lh submittal and, in addition, shall cause a spemjjc notation to be made on each Shop Ihawmr and Sample submitted to hNOINhhR IW mvae% and approval of each such iariatim 6 b hN(,INFFR will rcvi w ind approve Shop Drawing and Samples in a,,.ot lane with the schedule t Shop Drawings and Sampl submittals ai.ceptaJ by GN(,LNECR as i"ared by paragraph) q ENCLNFERs review and approval wdl be only to de0.rmuu. it th items covered by the submittals will after msulllattcn or mcorpomuon in the Wart, contort to the information raven in the Contract Documents and be uxnpaltble %ith the desgn incept f the Lampleted Ihnlect as functiomng whole as indicated by the ( chili Occuments hN( INFFRs rwiew and approval will act •(tend to merits methods t chmqu� wquuac-s or procedures of comau,uon (except where a particular m,mis, in thud tochmqud s•qu n )r pro edur of conslruWon is speciheally and exprealy called lcr by the Contract Documents) or li satety preenutions or pmgnuns tmid,m thereto I he r view and approval of a %pn rrat, vt. i as such "ill not indicate ipprmal of th assm l} in "hn.h the ta.m tuncnons CONTRACTOR shall make <Ymme atons restarted by FNC fNFFR, ind shall return the required number of corrected urptes of Shop Drawings and ubmn vs ruquacd m.w Sampks for r vi " ind apprmal CONTRACTOR s1a0 direct spetalu. mono in at aTinn6 to torments other than the correetrons ,zlled tor bs GNGTNCER on previt us submdtals 027 FN( INFFdds revuty and approval of Shop Dmwngs or Sump" shall not rrlwee ( ON I R\( 1 OR tram responsibility tom my nnition from th regnrem its of th, Corar ict Documents unless CON-17RNCTOR has in "hung Lail d FN(rINFFRs attention to mch vuLh tauanon at the tune of subnussion as required IN fmmgmph („s 3 did EN( NEER his go, n written approval of each such tanition by i specific written notation t7xtLof incorporat d m or ateomparn urt the Shop firawint, or Samplc approval nor will any approal by FNUMER relieve CONTRACTOR from responsibility for coanph ng with the requirements of paragraph 6 _s I 0_N WhLtl a Slop Drawmy x Sampl is requm d tit the ( ontract Documents it the s.hedulc of Shop Orawmg and Sample submissions au.c pu.d by FN(,[NhFR is ralmred by laragraph I Q my related Wort. performed Ixrar to M IGINEERi rcvt� and ipproval of the penmen submutal will h, at th sole txismu ind responsibility of CONTRACTOR ( onunuingtke Work ,1 9 ( ON I RA( I Ok shall any on the Work and adhere to the progre% whcdule durug all disputes or dtmsvecments with OWNER No Work shall he dclaycd x W%tMp(m d pending r,solution of arty disput s or chagre To m-s. �xeept as permned by lsiragraph Is a or as OXTNER ind CO1v7RNT(-iR ariv othLrssise agree in "Tiulu 6.30. (ONTRICTORs C'enered Wumantl and ( uarantee 6A)1 CONTRACTOR warrants and Luitrtmees to OWNER EN(ANLLR and Eissf NLLhs Cortailmras Last all Work will be in sceardan c with the C mtract Documents and will mat he &P Tie ( ON FR4(TORa wanim3 and guarani. her unit r Lhcludes defc Is or damage caused In ( 101 1 abuse mo(hhmnan or ntproper mart naruL or opcnuon by persons othtr than i ONE RNCTOR Subcontractors or Suppliers or 6301 normal wear and tear under normal usage a302 (ONIRA( IOka oblicphon to NrImo and mmplLte dic Work at acorhanct, with th ( ona-a Documents shall h, absolute \one of the t)llnwng will -onstauto an a eptimcc of Work that is not in au.ordancc with the Contract Docw cnb or a release of CON I RAC I Ok s obligation to perform the Work n ucordame, with the Cmumct 100.1monS 6 30 1 ols a anonsby FNGINFER a 36 reuimmendaaon of my progress or final fatvment by FNWNFFR o to 3 the issuance of a Lentfrcate of Substantial Completion or am payment by OWNER to ( ONTRACTOR under the C ntract )ocuments 6 It 4 use or occupancy A th, N1 ork or any Nit thereof by OWNER 03n s n) ieceptmice b3 OWNER it am f ului a to do so C 3626 am rums maf approwl at a Shop Dha" my or Sample sulxnuml or the issuam.e of i nutioe of aueptabdd5 by ENGTN'EER pursuant to paragraph 14 13 6 u 7 sny mspLcbon. urA or ippmval by ethers or t 10 $ any ocrrectirn of deleorn Work by OWNFR fnrfamnrfitnaan 031 To the fullest e%tem remained Its I its and R-gulatwns, ( ONTRACTUR shall indemnify and fold hantrilm OWNFk FwINFFR I-WINFFks Consultants and the officers, daecwrq crnpkyLL> aucnts and olh,.r consultants of each and any N them) from and iginssl ill clirms costs hssts ind dimag s (unduthng but not limited to all fe s and char, s of cngm,.erc architects. ittomevs and other protesstonals ind ill outs LT arbitration or other (1lapalC resolution casts) Loused by anstrit, out of or resultny from the pertorminc of the Work prof filed that any such ohars t teat. Im of dirmge (t) is attributable to boddy njun sickness disease or death or to injury to or desltuchon L I tangible property (other than the Work us,11) including, the loss t f use resulting therefrom and (it) is caused in while or at part M any negligent act or emission of ( ON 1 RA( I OR. arty Subcontractor any Suppher any person or nnnmrition directly, r indir tiv mploy d hi am of them to perform or Tannish any of the Work or anvune fix "hose acts am of them may be liable r-girdles of wh their or not caused in part any negligence or Lmtission of a person or enuw Ind m tcf htroundLr or "Nether babdiry is tmfo d upon such indetimhed pry by Laws real Reoulanom regardless of the negligence OFany such per xm oT ennN t 1_ In ma and all lain egmnst OIANFR r LVGLNEER or am of them respective coneoumou agents officers one ton or employ vi by any mployce (or th survivor or personal repr-semauv of such mploy sc) t I ( ON I RA( I OR, art) Suluontmaor am Supplier any pLrttm or orgamztion dmcith or ndv with emplot ed by FJC[%cF�1ixV COWtnug4 i9tuF uy9or inn, 17 w CITY CFFIATCC UM NCOIFTCAMNs REt 471W) any of them to perform or lumuh AM, of the Work or amone for whose nets any of them may he Indite the mdkmmllca ion obligation under pamgrxph o 31 dull not be lima-d in any wav by an} limitation o a the am Ttrn it tarp, of dining s comp_reanon or bLnkA paynbI, by or for CO\TR\C TOR m ar v sadi 7uhcorinDiLlor Supplier or other person or organization under workers' (onlpematnon ILLS, chsubil try Ixn fit ads or other cm ploy in. benfit acts h 33 The mdemnific dton oblit ations of CONTRA( TOR under paragraph 6 31 .hall am extend in the habdrp if ENCiLNEER and E\ULNEER b ( onsullants. officers chic tors emplovees or agents (rattail by the protmshoral neghWmi: errors or ohm unions of env et them Smrimnl of Odligairms h IJ \II representations indemnihcnuons warrmncs acid guaram is made tit rextuu d b or ghv m in auordance with the Contract Documents, a well ab all coatnumy obligations mdtaucd in th, Conine, Documents, udl survne final pu)ment, completion aril acceputne of the Was and (emanation or completion of the \.seemed \RT I( 1 h 7 -0THhR %VORh Related 9 ark ar Site 7 1 OWNER may perform Other wort, refitted in the Project at the sit, by OWNERS own laces ar lot (thcr died contrnets therefor uhu,h ,hall contain (,enernl Condanomr suntlar to then or my other work performed by unlit, inviter; It the tact that such other work is to be perlotmed was not hated in the Cc ramo Documents them (I) wntten a me thereot will hoc giv n tT ( ONTRA('I OR pnor to starting any stab other work aril (n)CONIRV IOR may make a claim thrfar as provided in \rtieles I I and I' dCONTR\CTOR believes that such performance will inv,Iv additional xpense to CONTRACTOR or regnaes Addat mal tune ind the panics sr unabk to agree as to the mount or extent th yeot 72 CONTRACTOR .,hall flad each other coNraLtor who is a party to such a direct contract wind each utility Avner find OWNER if OWNLR is performing the additional work with OWNhRs mployaes) proper and sale access m the site and a reasonable opportunity for the introduction and storag of mat pals and kyupm m and the nxccutu s of such other work and shall properly connect Ind Lonrdunt th Work with th-us I nless nlhcrwis, provided in the ( onnact fhicuments, ( ONTR\( FOR shall do all cutting ftttung and pateFang of the Work that MAY be regturcc to make as several Funs come toi ether properl) ind integrate with such other work CUM RAC FOR shall not endanger anv work of others by ,outng a<.w Ann¢ Or nthen ise altrntg the, wr rk and w ill Only kart or alley ih Ar work with the written consent of 1'N( INFI R and the others whose work will he affe,:od I hk duties snd resFornmbtltA s of ( ON rR.\(—f OR umiLr this paragraph are tot the henefit of such utility owners and cxh r atntmetors to th xtLm that th re ar omp anblo 18 FICDI CFyF1t vL( 1NMT101Qs 191(la(199u FAa an m TTYCFFLRTC0LUN3MCDM(-AnC`sS1REV4 0 a provtuons for the benefit of CUNfRAC1UR m said direct contracts between OWNbR and such uuhry natters and otter contractors 73 If the proptr xecunon or results of anv pun of ( O\TRAt TOR % S%ork lependb upon work performed by others undo( the; \mole 7 ( O\ TRACTOR shall ulgxLt suLh oth r work and prompt) re')Tort to LNGrNTER in watiry, any delm%, defects or dehuerwies in such oth r saw (irk that render A Anal adable or unsuilabl, for the proper dnecu ion end results of C ONTR\CTORs Work CONTRACTORS failure so to report will Wnsu"L nn acceptance of such other work as fit And proper jut into anion with COVIR\C1URs Mod. ex, Tt tar latent or nonappar of detects and dcficten,t a in such other work Coordination 74 It OWNER ontraots with ether, fir the IxrfonmTnce of otho.r work on th ProjLkt it thL site the follow mL,, will be set hmh in')upplementan ( orxhtions 74 1 the persum (Mil or cc rporatim who will hav c nuthnnty and responsiMlhty fx cooniimnttin of the quouiti,s Among thL ianous prime contractors will Ix, tdcnnti d 74' thL specific miners to h w9cred by Audi iuthoras and responsibthty w dl he iteniazed sal 743 the extent of such authohiq And resp(nsibihnes will be prop tiled Unless otherwiw provided in the SupplenienMn ( ondhtiorw, DkV\ER shall have sole authority And responsibility in respect of such Loordination ARTICLE 80W NER S RESPONSIBILITIES x t Except as otherwise provided to thee General ConhGons ( UN ER shall issue all o,ommunicatiom to ( ON rR\C I OR through E\C WEER 8' In case (f icrmmAuon of the emplovmenl of hN01NFER appoint an qme whose sates under the ( ontma Documents shall he that )l the former hNC INFWR 8 i OWNER shall punish the data required of OWNT,R under the Contrwt Documents Ftmpth and stall mnk paym tits to CONCRACTOR prompth wh a they ire due as prow ided in par igraphs 14 1 Met 14 13 84 OW\ERs duties in respect at protdmg lands And caseaac"La and 1.rnidmg cni,mixamt urvevs to establish refereme points are set forth in paragraphs i 1 and 44 Pamer3pdh4 refas to OWNI Rs uLnutvnnq and making avadabl to ((IN rR U FOR Lops s of rLports of explorations and tests of subsurface conditions at th sta, and dmwmes of phystkal condor ins in cxLttmg No Bid may be withdrawn within a period of forty-five (45) days after the date fixed for opening 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 M James B O'Neill, II CPPO, FNIGP Purchasing & Risk Management Director Rev 10/20/07 Section 00020 Page 2 structures at or contiguous to the szk, that hat a been uhhud by H N( INF hk to preparing The( ontract Documants g_s q FeSPORS1110149i AS In FgqpS A 01 _..,.a..__,. and mantainug lability and property nevuramx ore set ttxl . titpmag orliq 5—bww4v>14 So OWNHk is obligated to nteeuu. ( htng Ordu%'ta in hated in paragraph to 4 6 1 OWNERs resparotbihh in respe,t of certain uspattons tests and approvals is set forth to paragraph 13 J 88 In xmrncntn with (ri1 NF ks tight w stop l4 ore or suspend Work se, paragripls l3 lu and 14 I Paragraph 1s" Jak with OWNHRii right to tenmrel services of CONTRACTOR under certain s.Vownstznces 89 The OWNER shall not supenise dueet or have ixiarol or wolhonh ow f rwr be r sponvhl tot ( ONTRA(TOR% manN methoils techniques, sequences or procedures of ccrosWcuom or the safer precautams and programs modem thereto a lot env failure of ('ONrR4("I OR to oomph with I aus and Regulanoas applicahl to the lumishntg or pp�crtormanco, of th Work OWNER will not I. resprtsihe for ( ON I R V I ORk; tailor to perform or famish the Welk Nn ❑ccordam with the C ontract Dc uments 9-41- -(dWWltlowevpuncthilic""-ragiaut-eFan vied Nsbeam P( Bs Petroleum Ilaiairdous Wawa on Radioaeawe MRIo tel5 une wered or revealed at the wee to rat forth in paragraph 1 1 Sit If and to the extent (Al, NF R has agreed to hnnish OEh tdanee•— !hot —fasnetol tvnawRSAR Oniq liA' - um —"IRA- te.-wtYSIV 31Ys.1J1 abHganerer»oxl Y—the —Contract Hocvrnerra—.�....� a._ c...forth_ �in Thai )upfdeanahutn Cordmmon, ARTICLE 9—ENGLNEER S STAT[ S DtrRLYG CONS IRt C IION OW W R r Representatn e o I f NWNFhk All[ be (Kk NFks r prcvntahe during flu constru,.tion period The Junes znd respomfolitics and th onaznors of authont) of ENGINTER is OWNERv rerrc native during construction if set forth in the Contract DoCmn mts and shut[ m4 be a aerded uithaut written consent ,t (ONER i d EN( INFER I rota to ere ,)2 F Nt INFER will make visas to the site at [nun a ss appropriate to its. harrows stag s N ons(ructam is I'N( IWI,R demo rucessary in order To it serve as in N ien no it and qualth d devtep prof mortal th progr s, that has been made and [be q(ahtt of the ianous aspects of (ONTRA(I ORs executed Wort. Based on information oftwomd during ouch h arts and ohscrvahats HN(r[NPHR will codeator for the hen tit of OW NFk to detumine in general if th. Work is proetWirig in mcordande wnh the ( ontran Dmureents GNt,[NFFR till not be required to make e\lmustive or continuous on mu. irepeehons to check the quality ur quanuh of th W orl, f'NCTNEfRs efforts will he Jr cteJ toward providing for OWNER a greater degree of confal rue that the cxnpkaadl Work will cutlarm generally to the (onVact Ux.tmenta On the bests of such v arts and on - Site altservzhcros, [ V INFFR will kec[+ O1.INHk adornod of the progress of the Wor6 and will endeavor to guard OWNER against &te me Work FN( (NFHI % visits and on site obs rvatiom ire subject to all th hmdahortc on link INI FRs authority znd rswponsihtlitv set forth in paragraph 113 araf partwularh but udhout hmitatim dozing a as a result of ENUINEERs on- a visits or at ,ervahuns of (ONTRACTORs Work ENGINEER will not supervise dir of control or hat authority tier or be responsible For ( ONTRACTORs mans, methods techniques, sequences or procedures of construction or the salty precautions and programs incident thereto or for any ladure of ( ONI RA( I OR To oumply with I awe and k yulztio s appheahl it Nu. furnishing or p Tfonnznce of th WQrk Project Reprerenraeh e � I It OWNHR and I-AWNWc zgnc HN( INbhR will furnish a Resident Project Reprexmatne to Assist EN( ENTER in prewuhng retire unnnuous ibservatron of the l4 ork The r spmsibihnes and authority Quit limitations thereon of any sough Resident Proj ct kepraentntne and nststarns will tie s prattled to pamgaphs 9 3 and 913 aid --in Nee--kupPbmnnlxry 4enteloatvs it thsc ( meral ( ordmons It OWNER designates another r presentim or it; tit to r pr vent OWE, R at th sing oho is not HNPINHFks( )ttwrltam Agent or mployee th nnronsi[rhUes and authority and itmaattuns thereon of such 41her person will be as Ixcerided it thrSiiPpkmsntnrr-f'e+ridttnnw panyzph Q 3 of thi.x Genial r'onJmonv If the R%(dNEER lumshes a Resident Prcjct Reprtseniatne (RPR) Or other aswiswwta. or if the UWNER designates a RoresenWtive Ir went all m ors ided in Dams aph a 3 of the uene n, (.orahtions. these Rerresantatnes stall hata the authonh and hmgations as -provided to Faragrsph 9 1 3 of the ( metal Conditions, and shall he subject to the Mlowim 931 The Representauhes dealings in matters pnaaning to the cn so, work will to gen ral be with the ENGLNLER znd ( ON ERA( TOR But the R ptegematw a ill kc p th. 4lh'N'ER properly advised zboul such malien The Represertmtnes deQlmgs with xNbconVactrxs will only be throush ur ukah the full knowledge and approval of the ( ONI RA( 1 OR 9 Dunes and Rv<pnmobilm s_ kelymNcritattve will n T d ! Sd.l�dul�s__ _ Rao t nv th Ff�Io%^ F-InX01Y adONTA 1`10NSI91'�❑990Finn, Ice w CITY OF FORT C'c 111N8 MCUMCA RUNS N REti 4 aoa,t s.hcduk. and otter schedules prepared bi tht (ONI R\( MR_ and consult with the FN( IN" R cnra.ernmgatceptahlln� 9121 Cortf Rra.s and Mmng Attend meeting with the (ONTILV TOR such is prcconstrucuon conferaw, PR ess meeboas and other job cunfcnlmes and pr parr and circulate copies of mnutee st meettngs 91 3 Lmuon 91111 -e c as FN61s.F1,RS liatsori with (.UNI RAC IUR wurkitu onnsapully through <YOiTRA( I Oh S supamtendem to ass,on th, CUNTRICTOR in understanding the(ontractDo,ain, nLs Assist to obmurmg from OWNER add)nonal detuls or ecrmatiory when refit ter it, for rxrm.r c\ccuuon of tht Wort. 13 133 Adi use the ENuLN EER and t UNTRA('TUR of the commencement of any Work r omrtn, a Shen Dmutri¢ sr rmmnle suhmmion if th, submission has not hem apprtwcd by the FN C INF I R 9 1' J Renew of Wwl, Rejte unit of Detective Work. Insprcnats and Tests 91 41 Conduct on site ohservaiµms d the AA ark in progress to assist the EV(IE'NTER in deternunnm that the Work is proceeding in accordance with the ('wttact Do um ins 93 i Report to the EINuNEER whcrwocr the Representative hehetes that the Work is unsatisfactory, faulh or Jul an Or does not conform to the ( nntract I)ncumrnPs or has Nee damagtd or does not meet the r quiremems of any Inspections tests tr approvals required to b, made and advise the ENGINEER wh-n hd believes work should be i,orrectd at rejected m should be uncovered Lot observation or mitires sveraal Rslui� inspectirm or 3pmoval 9 3 J ? AccomlwgfiY visiting rasp ctom n.presentm¢ public or other aj,,encies having Iwwdicticn or,r dr I'rojyct rcnmlS stilts of these Irupections and report to the FNGFNIFFR 0 1 S Ent rprs.tataon of contract DttvmCnu% Report to ErN(ANEER when cNrlfloatims and mtemretauons of the C urtr+ct Documents are needed and nonsinil to (UAfRA( [OR clurif au n aril ntemreubon of the Cort mcl Dm menb as issued by the FdJ( 141 LR 9 i 30 %loditicauons ( onsder and vnluate CONTR\C'I�,S sugg_y tins _LIT �J F)CDI CFNFR V ( vN WTT0s1S 191041199UF ft I )w(Mi FF�RTCOLLIN3MODM ATANScM4� )o)i mtdirmatiom in Drawmis or smlGcautms and report These reeammendauanc to FN( INFkR \ceurnp,ly vanwit to C ON I RA( I OR de,ahaatseu,d Athe FNtrINFFR 9 1 ^ 7 R,cords 91271 Vanitan at the Reprewritattvts uluce orderli rues conternmg mut,il suhsequatf Iv the ,xauuwh of th Ag_.ra.mcnk EN( INFFRI danfiuuore; and interpretations of th, Goramt D % rnettm Lrogl ss pawns and of r__Pfgm1 'Imunnent5. 0 3 2 7_ Keep a tan dash report Conn or log book, rewrd % hours on the Itb sift, weather wndtuori& data relate e to quuestiora of work dmccuve chart m Change Orders. or changed nnduions he of Jab sit 4lsttw daily aCtiyltt,% dcfsmm ohservanens in general and Tecdu observahore m nuxc J,md as in tth, cone of obsyrvmgtest procedures nerd copies to the E.NGEv'EER 3 _ 7 3 Record nam s uldresses Lnd telephone numbers of all ( UNCRACTOR!5 subcontractors And major unshers of anutxnent ani material 91 1 Reports V 3 N 1 1 urns FN( INI FR ncn)di icons, 93 rwuue 1. of th Quiet sS of III, Work and of th, CONIRA( rOR� usmpliam.e with the progdes4 schedule and s,hedule of shop Drawiri6 and stmpl subfnmala 41 82 Consult with GNC'NCLR in advance tf , boduhtar majur tests. nsnruons ur start �Cimrxnant phases of the Work 9 ? _ N ? Imff pro)(ros,d ( hnni,e Orders a dy�Urark 1)uxnv [ hanyy yihkaj2 in backup material ¢om the CONTRACTOR And recommend to FNGINFFR Change Orders, Work Directive ( tames And hell orders 91'34 Report immediately Io LUINECR and UW'NT:R the miatirma of An .,,,dent 91 9 Iaymem R quests Rcvi w ipphcatiats tux (rrvment w tf1_i (()N I RLi 7Ok( — tom lips with the established proc,dure for their v1,mmion arfdi1Omvazd watt r comm rAritton to ENGINCLR noture oanuadarl� the oclauunskuo oC the payment requested to the schedule of values work compL.ted and matcnaW and uyxg or delivered at the site but not ia.nrp o to the t`, or 93_11) Completion 91 _ In 1 Befire [N(r11TFR issues a Certtficale of Substantial Completion, submit W CONTR\CTOR a list of observed item rcuuumc currauon tit conoletrurs 932 102 C unduct final utspaawn in the spanf of [h. hN( INhhR. OWNHR rind CONTR.\CTOR and -mow a final list of it ins to b.. earl cted or compleuai 93111)3 Cjb m, that ill items on the final let hate been corrected or completed And make aaimmcrrdations to ENGINEER concermnl, acceptance 93 1 L matabon of 4ulhorrly The Represrmatne shall tat ) 31 1 Authvrr,, arts devnuons from the CAlmrrre[ ascuments or accept am suhstuure materials m equipment- unless authorized by the INGMEER 933.. Exceed hmrlauyvu of rNCrNEERS aulhmt_x as set tonh in the C onmacl Documents 9 3 3 3 Undertake any of the responsibilities of the ( ONTRALTOR Subconaactw& or C ON I R AS I OR S wr enm ndent o , x J Adi we an. Ir issue du cu ras relativ It assume control o r arm, asnea of the mean& in thids, techniques, sequence% or procedures for cotulruptton unless such is specifically call d form the ( ontrau Daeumtnta 9 3 3 9 4h tie on or Issu dnr ctioro reI,arthrI6 or assume conint user sarem precauhUns aW prpina US m eunnectIUa4 wrih the Work 9336 Acceja Shop Imawmes or sample submittals trcm anyone other than the (()NIRAt O13 9 3 3 7 \uthona OWNFR W occupy the Work in whole r in put u138 Panarpate in specialized tield ar laboraWry t anva «aoeatons ondlictedbv othcn cxapt as spmitically Authorized by the t-MANFE R (7artfr Moms mid Intopremnnnr 114 FNGINFFR will imuc with reasonable proinptnevs to It written LIardicsticns or interpretations of th,. UXIX CFNFR 4 (ONDI ❑ONR 19104I t 99u F Yt .0 w r'ITP OF F aaT lY LLM NCVIFTCA CIUAS I REV 47.11) reyuiremcras of the ( tntrect Documents I In the Conn ul Umwings w otherwise) its FN( WEER may determine nece&sm) which shall I, ccutm nent with the Int at nF and reasonably Inferable from the ( oraract Documents luch written clanficatio n and interpretations will b, binding on ,AVNER and (o\TRACTOR If OWNER or I"ONTRACTOR believes that i written danficauon or mu.ipr tabrm lustnles an adjustment in the I rmtraer Pril or the Contract Time and the pantos are unable to wee W the amount or extent tl=vf if airy OWNER w I O,,NTR\(-TOR may make a written claim therelw as pro ided in Article II or Article I? talhwc.cd I anatrwm m Work 9 s LNGLNEER may authorize minor v umuoris m dic Work Imo the regmri.mcnle of rho ( ontract Documents which do not tin olve an adjustment In the UlMict Pnc IV the. COi Times and are exam With the design concept of the completed Project ab A runctioning whole its mdreated In th ( onrrlti Documents These may he accomplished In a acid Order and mill tin handing on OWNER and also en C ONTRACTOR who shall perfcrzm the V4wk invoked Promptly IfMkNFRwCONCRAC IORItchmesthna FI Id Orderjustiri"anadjueunentmth (oami Pne or the C ontract 1 Imes and the parties are unahlc in aqr a as W the amount or csacnt th.not OWNFR (v I ONTR\CTOR inn) make I written claim theretor as provided In Vvel 11 or 1_ Rejecting Defective 9 orl 9 ( I NC CsITLR wdl hale authonn to dimpprone c r feet Work mluch ENGINEER beh seep to bo kfecrn e or that H N( INHIHR helie,m will art pmcltme i completed Prefect that conforms to the Contract Documents or that will pr7udne III, Ins.gnty o1 the design oncept r th mmpl ad Prole t as I fua.tioni whol is indicated Iw the Contract Docum nut FA(,I\FFR will also have ruthcmN to r"w special inspection it iciig of the Work as provr(Ld in paragriph 13 ) whether w tat in Work rep LtFni red nutalled or complete I Shop Dtmimbs ( leak+ Orders andPajin m ) 7 In LOMMbon with EN(,1NL1Rs authcrns as to Shop Drawings and Sample, we Pmmgraphs 6 'J Ihrou¢h n v mn3usiv uY In ormection with FN(rINFFRs authority is W Chinge Ordem we articles in 11 vrd I 9 u In connection with E ,('INCLRs autMnq As le Applications for Pas in tit See Viicl, IJ Disterminasomi,for Dint Pnces ) li) FNC INFER will determine the Actual q..ratu s and classrwhom; of lint Price l4wk performed by e ONIRAa [OR 1,N( INII I. will revs w with C ON CR \( IOR dx FNiOINEFRs prehminap determination; on nu It matters hetrc rmcLnrg a written d ecaion th noon (In r cummcaiatiow of in \ppluretion Cor Payment o[ others rise) r1NLj WEER written dcuswn thereon will be 1=1 and binding upon OWNER and ( ONTRACIOR unless, within ten days after the dare of tiny such decision, either OW^N6R or (ON IHA(TOI, Wavers to the nrh r and to ENGINEER wrmtri nonce of intention to appeal From EN(A NFERs decision and (i) an ayspeal from EVCINCERs do aeon is taken within the time limits and in acctrdarv, wilt th praedur s set torch In rthibit C,C \, Dispute Resolution lgeemem entered into betvv r OWNER and CONTRACTOR pursuant to \rticle 16 or (it) it no such Dispute Resolution \Ereemeni has been entered am" a formal prune imp, is utsuttucd by the appealing party in a forum of competent jurudmc ion to eneretx such rights or remedies as the appealing pad} may have with r speel to FNC INhFR doorman unless othetwnso agreed in wrnmg hi OWNER Ind ( ONTRACI OR Such Intent will not be subject to the procedures of paragraph o I 1 Deta m s on Disputes ) 11 LNC [INTER will be the moral interpreter of the raryuemcros of the Contract Dmuments and jud6o of the acceptabduy of the Wod thereunder ( lawns, dupures and other matters daring to it, acceptehnl ivy of the Work or thv. mlerpmtation of the Nqum-m nts of the ( ontract LWum tits pertaining to the pencxmance and burnishing It th., %rk "it claims under \aides I 1 and 12 in respect of changes in the ( onrncl Price or ( cmtmcl Tunes will be r f rr d initially to EN( IN'FFR in wring with a r qu,st tot a formal dectston an &Rnrdanee with this pmagrildf Written rwlwe of ereh such c11un depute r tither matter will be delivered by the claimant to PRFNEER and the other panv to the \geenent promtpth (but in no event Unity later than data) after the scan of the oaurrem.c dr event giving rise thereti and written %v wing dam will be submitted to ENGINEER and the other pans widun %ixty days after the start of such iccurinnce or t Litt unless E\GCNEER allows an additional period of tune tot th suhmi¢ston of addrnnal nr mar accurate data in support of such cli un dispute or other matter The opposing parry spat submit arry resporee is EN(,INELR aral the claimant wtthm thirty days after receipt of the laminas Ile% sutnmual (unless E%uLtNEER allows iddttwrml time) CNGINEER will renter a formal decision m wntuig within that% Jaya after receipt of the opposuy, party submittal if any in accardame with this paragraph ENGL14FERs written docuwn on such datr dispute a other matter w ill he final and binding upon OWNt R and C ON I R AC (OR unless (p an appeal from I M IN FFRs decision is taken within th time limit Ind in accordance with an proveiures set lath tin EXHIBIT GC \ Dispute R solution \gr- i rot Mcred into b.tccn OWN-FR Ind ( ON rR\(TOR pursuant t \thole 16 or (t0 it no such Dispute Rcsoluuoo Agri trident has be n mered moo, a written nonce of intention to ippell from ENGINELRs written dxismon is delivered by OWNER or CONTRACTOR to the other and to GNGI ER within thirty dais after thr elate of such decision and a ftmnal proccedutg its instituted by the appealing pane in a forum of romper m jurisdiction to exenase such rights m remedi s us the ,ppcalmg (tarty may hive wrath feSpCCL m such cIltm dispute or other manor in accordance with applicable f awes and R%guiations within stCty days of tM dnt of such FICDICF A V t lat"70Ns 1910 It"OF bitln —' 9TYCFRNiT NCLd4i We DtFte ATil VS IREV I/+U(ull decisiwr, unitss olhenv tie agreed in vo tub by (IWNTilt and( ONI RM IOR 91_ W'her, tuncncnmg as interpreter and yudyc unhr pnmgraphs 9 16 and n 11 ENGINEER will not show p(arfulav, in OWNS nr CONTR\( IOR and will not be hlble in connection with any interpret Lion or decision r natured in good faith In such eamnaty fly. r ndcnrtg, nl i decision bit EN(,INTfR purntam to pamaraphs o In a ) I I with respect to any A h claim hspuw or other matter( scept am which have been waived by the making or acceptance of fuutl payment as pruNatd in paragraph 14 1 ) will be I conchnim prccedmt t> am esercue by OWNER or (,ON[ RA.0 1 OR of such rysYds or remedies as either m iy otherwise hive under the ( Mutt Documents Or by Laws or Regulatims in respra of am such Jami dts(uk or orb r malter{w mN{a �rLukr}4 913 Ltmdattans on L NGlAEER s l dhontt and Respanubilittes 9131 \either ENGpNEERs authority or resporstbtld) under this Ari 9 or under any otter pros upon of the Conl aol Doetancnts morrow dectston made h) F\( INFER in goad faith other to exercise or not csenasc such authority or r spostb lay or th,, undertaking, c crisc or perfcxmana of arty authority nr respdmsthdny by FNtrl'vl+R shunll create, fftfx or yve rue to any dery owed by GNCINEER to rONTR\C TOR any Sultontra for Iny Supph r my other pawn of organvation or to "stir q for it mployee or agent of say Offbeat 913 ICNGPNECR will not supervise du 1 control or hint nulacray over ur be rsporeable for ( O\ I R4( I OR s means methods, t Thmque xguences or prMedures u( cenitudiM c r the saes preetuu ms and programs incident thereto )rfr am Fades I rO'JTRAC-TOR to comph with Llws and R gulanors apphcahl to the furnishing or pertonnana of the Work ENCLNEER will not h respenmblc ler ( ONTRACTORs lailun it perform it funi the W )rk in ucordana. with the ( ontrl i Docum ors l 113 ENU VEER i0l not be respunsiLlc for the ILLS ur omevslons of ( ONT1CV TOR or of anv, Suh,ontraclw any Supplier of of any utter perxm of taganmrahon perfornmg or tarnishing in) of the W ork 9114 EN(,INCERs review of the final \Wit ition for Payment and accompsnyrng documentation Ind Ill mamerancc and operitirt , instructions sthedules gufaantces, Batcls Ind ertdl'at's of mspecnoR tests Ind appoint, its and otter documentation re tarred to be oMbvered by liaraylph 141 will om) be to determme Lencmlly that their comer complies with doe requaements of and to the ease ul txrtifnrtes of mgxctiorny lerls and approvals that the results ccnitiod nail ate omphantt with, tht. t ontnct Dmumems. 91 1 The Imitations upon author, and responsibility set forth in this paragraph 9 13 shall adw apply to ENt [NhhRs ( onsilturA& Resident Nolecl R,,presentraw, mid as istants AR rK I E 10—CIIANCFS IN TAR' WORT. In 1 Without atwandeting the Agreememt and without nitme to anv surety OWNER may 0 om time or From urn: to tune, Order additions deletions x revsicras in the LLork Su,.h additions deletions or r"mons will he aulhoriad by a LLrihen Amendmrnt, a ( hange Order or a Work ( hang, Directiv t pan receipt of any such durum at CONTRACTOR shall promppdy proceed with lit Work involved whteh will tic performcil unLLr the applicable conditions of the Contract Documents (evapt as ewhanvise spO,.rbedlly pros idcd) le,_ It OWNER and CONTRACPUR it unmbl W agee as to the extent it any of an adjustment in the ( antruLt pnut ix an adjustment of the Contract Tones that should be allowed as a result of a LLcak Change Directrvc A claim may lit- made theretor is prutided in article I 1 or Arucle I It) 3 ( ON I R V-1 OR shall tux he emit d to in iner rest in the Contract Price or an extenstm of the ( attract Tames with r spoor to anv Work pertermzd that is new r c)uir d by die ( mania DtacumCnts as amended, modtti d snd 'upplunawd as provided inparagrahshs 3 s and 3 t ezcep in lh case of an emerge ncy as pruvnkd in paragri ph6 3 )r in the case of umcovermg Work a prwided in psmyreph 13 0 104 OWNER and CONTRACTOR shall e<ewte ipprotpnam ( hang, OrcLn mcanmcnded by ITN( CNI hR for W Mien Am rnlm nisi roe ring 61 J 1 changes in the W ork watch are (t) Order d by OWNER pursuant to paragraph 10 1 (u) required heaus of ttcepame if defe rrao Wok wrier pm igraph 1113 or canceling defnerne LLork andn pingr-tph 13 14 or I set) agreed to by the parties lu 1_ ,hant,,s in the ( monad Price or r ,Montt I Imes which are agreed to by the parties and 1 n J changes in the ( mum t Nice r( inrratt rims wh1Lh mhody tit suhismnce of arty wrntin decision rendered by ENGINEER pursuuG to paragraph 9 11 part, u id.d that in I i it of cr , utmg am, suJh ( hang Ord Y an appeal may be taken from ins such dectsnon in i"cidance wnh the puVVteaaofthe Contract Documents and applicable Laws and Regulations. but during any such appeal (ONIRAC IOR shall oinv on the WorL mid adhere W the progress schedule as provided in pangmph 6 11) 105 It mince of any chance altecting the poem scope of the Work or its pro mono; of th ( otamt Doctam nuts FJ CP M( ON{IInONN 19104 i199np hi i w CE YOFFiRT, UINS NCEMCAMN5iRFe 47 Pon (mcludint, but not limited to Ccaaract Pace or Contract I tone,) is required by the provisions of am Bond to he gw n to a surety th, gwmg of arty such rotte will b ( ONTR A( IORs responsibd tty and the am suet of each rappli-ibl Bondwi0licadjusudaccordingly 106 B_v the cvecation of a ( harige Chdtr P LLork Ihane„e Dgecnve or Written Agreetnejtt OWNER mid CONTRACTOR expressly acknowledge and agree that sad ( brimc Order Work Chine Directive or LLnuen Ai.LFeme t Provides fQr A fay and cutabibic adjusmunt io the ( onmct Pace and/or ( ontmct I ones for the acUtons deletions cr tevsrms in the W irk us authorized by said S_h31ge (hder. LLtai. (ha se Predne or—AfAIM Agrectnerat 4W NFF alid CONTRICTOR furtha expressly aekruwleigc and agree that claims tur adjustments to the fottrwt price and/or Conlruct Time, covered by a Change Order. Work Chafe Duectiv Or Written Agreemem are not u slid LRTICIElt CHANGE OF CONTRACT PRICE 11 1 1 ht ( tmtract Price mrestamtts th total compensation (subj tt to suthoria d adjustm na) payahl to ( ( )NTRA( TOR for performing the Work W tAmes r sporsibdnte, ind obh�,shons assigned I )r umkoaken by ( ONI RA( TOR ilall heat ( (A[ RA( TOR s ,pens, w shout dnnge in tht COmnel Nice I 1 The C intract Price may only he chartbed by a Chang, Order or by a Written Am ndmenl Any charm t it an adjustment in the t rntrnct Price shall he hosed in wnum notice .telnercd by the pone malung the tlaun to the other pan} and to I N( INI7 R prompth (but in net ti at later than thins clays) after th start of th %cuven e it w nt giving nse to the claim and stating the gemial nature of the claun Notice of the 'IMMIM of the claim wish aipjwrbng data shall be d Inend within a xrn Lays atler the ,tan of soda otcurmme a event (unless FNGLNEER allows additional tim t r laimant n submit ddni(nal or more nccuraw data in support of the clatml and shall be a cumpanwil by claummts written statement that the a Ijusin rot c,launed wvers all known amounts (c wluch the claimant is entitled as a result of said occurrence nr evnw All claims ler adjustment in the [ ornrnm Pere sall he determined by RNC 1141 bR in iccordanw with pirsgnph )II it OWNER and CO\TRACTOR amot otherwise agree on the atnwnt utvoly d No ,faun for an adjusurn nt in the ((attract Price wilt be ealad if not submitted in imoalance wnh mrs parngmph I _ Il 1 Tie value of dirt Wink wvcred by a (hanje Order or of any claim Ica an adpstmem m the ( ,Farad Pncc old he deterrn u it as follow, i l A I where the Work invoked is cnercd by unit prucs uintam.d in th, Contract Ixxamtnts by application of su h unit pnas to the quamntes or tit it ins usolved (sublect to th provisions it paragraphs 119 1 through I I J 3 inclusive) 113 ivha the W ore Involved Is net caw Tad by unit pnces contained in the C Mtract Ibcumcncc by a mutually agr eel payment bass Including lump sum ,which row Ialude an allo%rime for merhind and profit not necessarily m Xcordanw with pamcraph I162) 11 33 %here tho W ork involved a nut covered by unit pnccs eonlauxed it the Centraa Documents aril ayroanml to a lump Burn is not mashed uidu paragraph 11 37 on the haste of the C ost at the Work (detarmmed as provided in paragraphs 114 and 11 �) plus a (ON rRA( IORs Ice tier overhead and profit (deOrmin dasprovided in paragraph 116) Cosa of the It reek 114 The tenn (d*I of the Work means the sun at all ousts m.tossanPo motored and prod by CONTRACTOR in the proper pertormanee of the Work Except as otherwise may be agreed to in toting by OWnx'ER such ost.. shall be in amounts no higher than those prevailing In the facility L t the N'gect shall include only the following moatts and shall not mdmll am of tho costs ALMIXd In paragraph 115 1141 Payroll o,osts for employees in the direct omploy of CONTRACT(nR in the performance of the Work under uh dulx of job drssifieatins rgrtcd upon M OWNER and CONTRACTOR Such rmplohees shall mdudt without Itmmatiem superintendents, foremen and Other personnel empioved full time at the site Payroll frosts For employees not employed full time on the Work shall be appd ruined on the basis of their tune spent on the Work I's)ml I caste shall meladc; kur-anti he limited to- Salinas and wages plus th oast of Binge htnthts which Shall Includ., Social security cOntrihun Mi unemployment, ex,ase and pavroll lases. Workers umpemsation, h allh and muminenl bondmt, onuses trek -I applicable th real Tho expnvs of porm rfoitg Work after r-gular workmen hcrtw . on Saturday )unday cr let al holidays shall be Included In the above to the extent authrrad M OW\TR 11 4- (din of all materials and gmpment fumished and Incorporated in the Work including costs of trampaation and Storage th rest and lmppllcrs acid servaes mituied to connection therewith ill cash discounts shall scenic to CONTRACTOR unless OWNER deposits funds with CONTRA( TOR with uhlch to mike payments, in which eas, the Lash discounts hall accrue to OWNER NI trade discounts rebates and r..funds Ind returns from salt of surplus mattnals and eguipment shall accrue to OW NbR and ( Os, t RAC MR shall nak pr 9 as so that they may be Lbamed 11 43 Payments made by ( ONTR V I OR to th Sulxontrscmrs for Work Ixrtormed or lumohed hi Subcontractors, It rquicd by OWNER FICDC(F .R if IO1S"T10^ 1w 104 1 Iv9ir F bt rl --0 +M C F FL RT COLLM MCD[FIL AMENS (REV 4n Uw)I CONTRACTUR shall obmin wmpeutive bids trait Imbontractors acceptable to O%NI•R and ( ON R V 1 OR and shall d by r Such bids to OWN R who will then detemune %"in the arh ice of ENGINIEFR tvfuch bids, it anv %ill be acn.pted If nnv, subcontract provtdes thin the �uhd.ontrrutar is to Ix paid on the basis of Cost of the Work plus a tee thi. Subcontractor', ( ost of the Work and fL shall I L determined in the came manner is ( ONTRACTORs ( ost of the Work and f e as provided in pumgaphs 1 1 4 11 116 and 11 7 All vubwntmas shall be sublet to the usher provisionso I the ( ntract Documents Insofar as applicable 11 44 ( osts o1 ifx.ctal consultants (including but nor limited to rlgineers arclut s,ts 0.sting labaraton a, stiry ryorS, SAM ys and aci.ounlimis) employed for senlces slxetfically «fated to the Work 11 4 5 Supplemental Losts including the t allow w% 11451 The prcpwtion of necessary transportation, travel and subsisterwc expenses of ( ON IRA( I OR, employees Incurred in discharge of dutxs onn cted w rth th Work 114 _ ( in including transportation and maintenance of all materials, supplim quipm at inn hmur apphances, Offiel and temptiary tacllihis at flu sit taxi land tails not owned by the workers, which arc onsunned in the perRvmsnce at the Work, aril cost low market value of such items used but not consumed which remain the property of CONTRA( TOR 114 3 Rentals of all coreutaction cgutpmiaa and ma.hm.ry and the parts then of ash vhtr r m,d train CONTRACTOR ox others in accorliancc with r trial agm mints approe d by OWNER with the advice of ENCIVEER and the costs of transportation, loachru, unlcadint, ttsmilatiom dmarmahq, and remot it thermf-all to accordance with terms of sud natal agreemema The moral c l my such a impmem machincry or parts shall cease when the use thereof Is no hm6er necessary Im the Work 11 4 s 4 talcs, consumer use ox similar axes related to the Work and by which ( ON1 RAC ION Is habit imposed by f aws and RegulahOns 114 s s Otposlts last for cause Atha than n gligeme of CO\TRACTOR, any Subcontrador or amone directly or mdiredh emploved by my Lt them or fear whose its my of them may be babe aril rovalty pavmenls arid fin I r porn N and I ones 114 s 6 1 asses and dim ag s (and r Imed expenses) ausad by damago to thL Wort, not compensated by ins rmcc or otheni tsc sustained by CO\TR.MTOR in connection with th perlorni and futnnshng of the Aork (except lasses and damages within the deductible amounts of proporty ansurrime smiallshod I)) OWNER in accordance with paragraph s 9) provided thev lia\o rsrltcd from cause other than th, negbaeee at CONTRACTOR any Subcontractor IT an}ane duet.tly or mdleal} unpkry d b) art) of them or for w has. aUx tiny of them may Ix inble Such losses hail triclude will mems made with the wntton wrxxnt and appru\al of OWNER %a such lussee damages and :\Vnscs stall be Included in the Cast of the Aork for the purpose of dcicmmmng C ON I RA(A01x s fee IL however an) such lens ar damage requires n on3rucnon aril CONTRACTOR is plated in drags th out, ( ONI RAC I OR shall he paid for servaes a f proportioneteto flat stated in pamgraph 11 u _ 114,7 The cast of unhbes fuel and samtan lauhb sit the site 114 IS Mates expenses sla.h as telegrams lent, distance telephone calls. telephone service at the site expressage and Similar perry cash it ins in conm.ction with tM Aork 114, ) ( mt ofpr miums lor additional Bonds artd Insurance re(puued because of champ ec in the Work 115 The term Cast of the Work shall ux iralule env of Thu. hllowmt_ 1151 payroll darts and othI compensation of ( ON I RAC I OR s nEuxa executives pnnctrals lot partnership and sale proprtetorstups) berieral matmgefa cngtnc Tq nrchnccei Mmators ittary g nuditarq aaountants purchasing aid wrmaamg '¢zms expediters umekeep TS clerks and tither person I employed 1» CO\TR U TOR whether of the site or in CONTRA(TORs principal Or a branch otllcc far general wpm tmstrntaw of the Rod and poi spe dically uichided in the agnod upon sch kite at job chsielicnutns rehired to in parap,mph 11 4 1 or spext4wll) covered by paragraph I 1 4 4—all of which are to be umwdercd admimstrauvi was covered 13) the CON I R\CI OR s fee I 9 1 bxpenses of ( ON rRAC I ORS principal and hran.h olfc s other thin ( ON f I I OR s off, at the site It 13 kits part of (ONfR1CTORs capital exp Toes, ncludnt, marcsr on (ONTR\CTORS dapital croploved for the Work and char„es t6annst CONTRACTOR fordeltnquent pa)wcnrs IT v 4 ( act al premiums for till Aomi, wIJ for ill —me whether or not CONTRACTOR IS requaed by th ( ontrad Ikicuments TO per host and manntmn tho sloe fe\c pt it r th, tint of fir tin wits ccwcred by suhparairraph 11 4 u alww c) I I » Costs due to the negligem, of C ON rR V I OR an} Subcontractor or amine directly or indir city employ d by ony of them or for whose acts any of them may b Ilahie mcludma but net limit d to the correction of dbfe,Irw Wo& disposed of materials or aquipmem wrtmgl} applied and making good nrn damage to M operty I I I Cxlxr overhead or bencml expense txistt it am kind and the costs of any Meat not specdtcally and expre.sly included in parr %raph I t 3 116 the (ON CR%('I ORs tee allowed to CONIRACIOR fix t crhead and profit sbell be dot on mod as 1nIJOWS 11 6 1 t mutually sumptahl teed I c or II 6., it a fix d f o is rot agres,d upon then a Foe bused on the toilowmg percentages of the v nouns portlans of the Coq of t c Work 116' 1 Cur costs ncurrnd under pamuaphs 114 1 and Ida_ the (ONIRAC fORsfeeshillbetiftemperant 11 6 _ 2 for Mir in umed under paragraph 1143 the CON CR Wl ORs he shall Ix five percent 116 3 wh re one of more ions of subcontracts are an the bsies of Cast of the A ork plus a fee and no frwd tee is afr d upon the Intent of parngrnphs 11 4 1 11 4' 11 4 3 ind Ito is that the sumontracwr who actuall\ performs or furnishes the Work It whatei T a r Will be paid a fee of hllecn patent of the costs in mffcd by such'sul contracmr und.r rangaphx 1141 amp 1142 and their rm} high taw Sutaxmtra tar and ( ONTRA( IOR udi ash he Mid a fee of five pension of the amount Feld to the aril lower tier 4nbeettraclor m be net oaat d In Laud faith with the OWNER but not to o it fff tic percent of the amount paid to thi. meet low r tier Subd.omractor 11 6 _ 4 no tee shall be pay%bl on the basis of cods Itemawd under paragraphs 114 4 114 s and I I s I I (_ s th amount of ruin to he allowed bt ( ONTRA(TOR to OWNER far nw change whwh results to a n t deems m cast will he th amount at the actual tit decrease m cost plus a deduction In CONTRACTOR s t by an antotmt ecptal to live percent of wch net deae Ise and 11626 when both additions and credits are involved in inv one chance the adyu went in I UMRACTORs fee shalTbe ampAed an the haus it th net hange In accordime with pangmphs I 1 6 _ I through 11 6' ocluin 11 7 Whmcv r the cost of am Auk is to b FJ(T% d FNFli \I <O V[)! ❑O+rS 1 HI aR i I S9a F Ya a _9 w CITY C F F mRT (Y UIM MC4)MCA nQ,,S,M a'Snln tk.leri mad pursuant W parayRapku 11 q and 1 I S (ONI RV IOk %"If establish end mamma mords deer of in eccardantt with generally tic. pt d iecounnng pmcnc s and submit in form a ceptable to FN( INFhR an itemized cost heakdown tog 4her with support in& darn Cask lllonvrnces 11 R It is understood that CONTR \-TOR has included in the Contract Pme all allowames so named in the Contract Doeumenis aril shall crti-e the Ik Crk w .ewered m be furnished and pciRxsncxl fur such sums us may be ioneptable to OWN hR and FN( INhhR (ONI Rd(7OR agrees that I181 tow allowances usclud, th, cost to ( i )N I RA(TOR (Ices anv applicable track discounts) of materials Ind equipment ragmred by the allowances to b d hvead at th site ind s0 ipphctibk fax s ind it 8_ CONTRACTORS watts for unloading ind handling, on the site, labor instalkmon costN overhenL profit and other exi ni,es contemplated for the allowances have been included in the Contract Price and nit in the allowances and no denwnd fir additional parym.nt on ac.ont of anv of the foregoing will he valid Prior to final payment An appropriate C hanEe Order will be issued as rxommcnkd by ENCINEFR to r If x actual amounts due (ON r RA( 1 OR on acwum of W ork my xcd by illowanes And th Contract Prix shad be wit spcni ugly adjusted I I q f nit Price Wrrk 1 1 9 1 Where the Contract Do.umems prof ide that all x part if the W Sri, is to he t nit Pnee Work imnally th Crntracl Pri, will be d in If to Include for all t nit Pne Work an amount qwl to the sum of the established unit prices for each wpamrely, iirntitted am of f nil Pne Work times the estimated quantity of on It item is udi,ared in the \ererniere The e%nimat d qunnnocs of rams of f,mt Prue Work it not t,uimntced and are solely for the purpose of ompanson of Bids and determtrung an uutial Comtracl Price Determinations of the actual quantnex and classifiwtmtu of (inn Prix Work performed In ( ONIIL4( ]OR will be made li) FN( INVI-R in accordance with paragraph o 111 11 q _ Caeh scot }once will the deemed to m.lude in amoum considered by CONTRA( TOR to he adequate to over (ONTR\CTORs ovtrte d and profit for rech separately rot ntdi d itrs 11 93 OW'NZTfe a CONTRACTOR may make a CIAtm for An adjustment in the Contract Price in Au<xden.e outh Arta le I I ! 11 ) 31 the gtmm,ty of anv item of Unit I}iC. \\art, perlonnd by (ONI RA('1 OR differs maanally and srffrirticantiy from the estimated quantity of such it m niicat it in tit Agri, tit m FJCDC e FVFR ll t etMNTI D'JS IYI all 11 WO F bit v i v 7TYCFELRTC'OLLI\S410DIFIe ATIUN (P.EVln)Ii i and I I ) r dare is no .onesp ondintf idjusun tit nth rispeet ti am ithr item of Work and 11933 it CONTRACTOR believes that CONTRACTOR is entitled to an in,rease in ( ontnct Price as a r wit of had mg incur d nddmonal xpense ix OWNTR hrhevcs that OW^vCR is entitled to A decrease in Contract Pnc and the pastes ere unable to Agee as to the amount e f any cools n.reax .a de.reax 11934 C(ON1RA( IOR ncknowlaltes that L'w OlV NFR hu the right to add or d.lcte tt.ms in die Bid or cting giAmoues of OWNERS sole dtsen.uon without affecting the ( ontracl Fria of apt remauurtg item so twig as the delettoxt or addition clos riot,,&r.cd tW. tnv frvyxrwra of the ongunl tonal ( ontmct Price IN 714to11OK W*Ir1is IVIO)a1:7RMWYL'If*1 121 I h ( ontract I ones (or Milestones) may cnh he changed by a ( hang Oidtr or i W nit n 4m ndm tit Am lam for an adjustment of the ( omract Times (or Milestona;) shall be based in mitt n none d liv nod hr di realty making the claim to the nh,r gran} and no CNCLNCCR promptly (but in no even Liter than dune da)s) all the ocwrrenoe of the event giyms rise it, the claim ani main[: the general mNre kit die clams Notice of the extent of the .lain uith suppoduig tam shall be deinered within grso, daNi after Such occurrent, (unless E'NIILNEER allows additional tun. to ascertain tour accurate dam in support of the claim) and shall h, icxompam d by th, humari Written statement that th idtusim tit clarmid is the ontire adjustment to which the Iwnam has reason to beftev it is entitled as a rewlt of Ih ocatnenr., of said evom lll .farms fur adjuslmimt m the Contract Tmres (ir Milestones) shall be deturmmed by ENGMTEER in acuordime with pamgraph911 it OWSsfR ind ( ONTRACTOR cannot otherwise agpee Jo lint fir an adjustment in the lomract Tunes (or \,ffleatones) will be iand if not submittal in aLMrdance with the rcquiremems of this paragraph 12 1 I All nine limits stated in the ( an"cl Doc oneris ar it dx ssmc. of L,& Agr .m tit 1_ 3 Wh r. CONTR ACTOR is pr v m d from ampieting any part of dw Work within the Contract Tunes tar NGI'stcnes) du to delay bwond if, control of ( ONTR\( TOR the ( untri Tines (or Mtlestanes) will Ix extended in in amoum equal to tune lost due to such delav it a .hum n made therefor As provided in paragraph P I Delass hevond the I null If CONTRA( TOR shall imlude but not be limited to acts Tngl ctby O)XNHK acts nr ncgixl ofunliry nor rcrs nr other .ontriclors perfomtng uth r work as .ommplated by krttcle7 fires, Floats, cpidrntiz abnormal weather oandRions or sots of Gxl D lovs annbutabl to and %vahm flit womrul of a SLLhtafnbaeta or Supplier shall be deemed to he delays w ahtn the control of C ON I RACI OR 1_4 LAhcre CONTRA( TOR Is prevented tram rompt Ang any pan of th Work within the Cotumet Times (or Milestones) cue to debit beyond the Wirral of both OWNCR and CONTRACTOR to a anon at the ( ontract 1 Imes tar Milestones) in an amount equal in the time last due to such delay shall be CONTRACTORS sole and vvclusty remedy for such delay In no event shall Oli be liable in CONTRACTOR any Subcontractor any Supplier any ether person or organization or lc any suety for or employee or agent at any)t Oran ter d6nmages arrsull, out of or resulting frail (1) delays caused by or within the ontrol of the (ONM TOR nr (u) d lays lscvond th control of both putt a timiudmg, but not limited r) fins floods, epdcames, abnormal wer[hr wndhors, acts of God is acts or neglect by utility owners cx Mhur v.ontraaorx perfonnurg other work as vontemphud by Vuc[e 7 ARTICLE IS TMS AND INSPECTIONS CORRECTION RFNIOA AL OR %CCCFTANCE OF DI17(rill WORK Id 1 V<W,,e ofDefWv Prompt nohcc of all ate%erne lAok of whtch OWNER or LNUINCLR have actual knowledge will be given to (ONTRACTOR All defe,ray Wank may he r jectrd corrected or accepted as provided in this AnI le 11 Iceew to fl ork 13- OWNI R I Nt NFFK FN( INI f R s ( onsultanta other r presemtury s will p,.rsonn I of OWNER, Independent testing laboratories and govemm ntal ag mines with jurisdictional Interests w dl have access to the 1%ark at reascmablt times for there uburvatton rasp ctim, and tesun6 ( ONTRACTOR shall pro% tdc them proper and saf, condhhms for such aW'Sa and Idvrx them of CONTRACTOR, vie safety pmedur s end programs so that they may comply therewith as applicable Tests and InVecomu, 131 (ONfRACIOR shall eve FxCINIFR timely Imhcc ill rndri of the Work for all r qutrcd Imp ctions tests ew approvals and shall cooperate with inspection and tc.,tmg persomtcl to facdlarc required Inspe,cuons nr Ines 13 4 OU'*IER shalt employ and ra) tor the sera Ire s of an independent testing I dnoratow to perRttm ill unspe non& tails, or tpprovats required by the Contract Documcnls except 1341 for mapecttons, tests or approvals covered by paragraph 13 1 below 13 4 _ that oils mcumed in connection with tests ar m.pvd.t1uS onduced pursuant to pamgnph 139 FK CFNFR.0 CONpl nObS 1910411990 F It, 1 w =01`FeRTCy UINS'ACOMCARoNS REt 420 Tit below shall be paid as provrdexl in seed paragraph 13 11 and 13 41 as otheraiw q)ccmcally provided In the t ontmcl Documents Ili If Laws or Regulations of 3m public trodv having jurisdiction requnc any We rk (or pan th reel) six,iflcally to he m9ected tested or approved by an emplm" or olharepresenaineafsuchpubltchaly I O\"TRACTOR shall insure full responsibility for amanl,mi, ,cod obtaining such rmpecnurs, tests or approvals, pay all casts in connection thermvmh and farm lb FNC INFER in required camhanes of Mpecltat or tppraval (ONTRM TOR shall ilia h respomhl for wringing and Ctaawng and shall pav all tsts a croon aeon with any Inspections, t,,as or approvals Icqulcd for O XNhRs and CVGIINCERs nWeptance of m tterttls or equipment to h mcorpe rxtdd in the 6A ork, at of materrSlst ma designs or equipment wtimitted for approval prior to CONTRACTORS purchase. thereof for mompoaition In the Work 13 o Il am Work (or de work at when) that Is to be Inspected tested or approved Is uwered hw ( ON TRA( IOR without wmt n concun ncc of FN( INFER It must. It rcqu-sr-d by IN( INFER be unmvcrcd for observation 13 7 1 flaw ring Work vs prow I kd in paragraph I t, shall b, at CONfRACIOhs cspoisd unlcas ( ONTRACTOR firs raven ENOMM timely notice of ( ONTRA( TORS mtcmion to wv r the same arc[ I-\UNLGP has not acted with reasonable pronnpmem In response to such narze T acm rrung Rork 138 It any Wok i, c,vvcd wnlrar) to Ili wnnen request of I \C INFER it must II requested M 01;t, VEER he uncovered for C%INCER s atrsrrvannn ands placedut( ONIRACTORsexpense 139 If E\UINCER ttxtsdcrs rt neass.tn or adetsall that covered Work he Observed by PNC,QgLER tin Inspected dx tested by other CONTRAC'TOK at C\UTNLERsreclunt shall WILMLr cgxneorutherWIW make available [or obarvaticm, uspW1,317 or testing as FN( INFI R may require. that portion of the Work in question tarnishing all necessary labor material and equlpm.,nt It it Is found dig such fork Is &jectn CO\TRACTOR shall pay all clams, costs, losse and dammi causal by wising Out of or resulting from such uncovering, exposure obsenahon mspecnon and testuu_ and of sausfactory r plac,m,,. m or r conssucttat (indudml, but nor limited to all casts of report or replacement ct Wad, of Quern) and OW'N1 R shall be entitled to an appropriate decrease in the ContraU price col, d the prrrres ar unable to agree as to the amount thereof mev make a sdaun therefor as provided to Article 11 If however sudr Wort, Is not found to he dejecave ( ON fR AC i OR shall Iw allmed an macts, in the C neat Pace or an Interim= of the ( ontra t f Imes (or Milestones) it bolt it clh attributable to such unwverm6 exposure obs�vau m mspeUron testirty replacement and reconstruction mad d the parties are unable to agree as u, th amount ar Vent theret ( ON] RACI OR may make a claim theretm as prlmided m 4rtl Ics I I and I 0I4?VTR Va) Stop the If 13 III If the Work is clef ¢hie or CONTRACTOR fails to supply wlluent skilful workers or suitable materials or equipment or !reds to tarnish or perform the W irk in such a was that the wmpleted Work will vnfoml to the Contract Document OWN bR may Ord ( ON rS4( roll to stop the Work or any portion themuf until the cause lox atuh order has been eliminated honvever this nghl of OVVNFR to stop th Wart, shrill ern give rtx to env dory on the pwrt of OW NFk to \ ruse this right for th hen tit of r ONTRACTOR or" surety v Other pans Cwmifust or Remmvl ofl)efecnve Work 13 11 If required by L NGMER. I ONTR V TOR shall promptly as thrected. either wnecl all deje live Vkotk. whether or rat fabricated, tintalled or completed, or it the W ark has hear, relied ha FN( INFFR remcve it Itsm the site and r plat It with Work that is nt def me CONI RA( IOR shall pay all clauns costs losses and damages auacd b) v resulting trim such correction of removal (imludmp, but not luoaed to all outs of repur c r r plait mcm of work of Others) 1312 r nrrecrtoa Penad 13 la 1 If within one year two lairs lfter the date of Substantial Completion or stu,h lunyer period of time as map he prescribed h) I mvs kr R-gulsttms or In the terms of any applicable special guarantee requued by the ( retract Docune s r h) my spath provision of the Contr'tcl Documents, am Wort. Is found to h. kkcme ( ON I RAC I OR shall promptly without cyst to CANWER srtd ur accordam.e with OW',ERs written Im[nlcltc its (I) ccrraa suds de/echae Murk CT It it has been re)o.tal h) OWNLR r more it from tillsit and r ptdcc it with Work that e not tkle me and (it) satrslacloril) Correct Cr Tema and replace any d mmape to other Work t r the work of others resulting therefrom It CONTRACTOR clues not promptly comply with the tams of such inslntcttons, or in an cmergcmv where delay rvrnrW cause serious risk of loss or damage ( IWNFR may hsve the f (eeme W vk corrected or the nµcicd Work rcmmed and r pla `d and all clung, this, lases and damages Oauwd Lit or resulting from such r at and I plawm nt (mcludnilt but not limited to ill costs of reprr or replacement tit work of others) will be paid by ( ONTRe4CTOR 11112 In Tecal circumstances where a pirta.ulm Item Of equipment Is placed In cOnunlutus servwe I,eto a lubstamtal ( ornpleuun 1f all the Work the ctxreiaim period for that item ma) stare to run from an earlier date if so provided in the Speaficnuons w by Watt n lmendm at 1312 Wh r dejechvr Work (ant damag to Cher _8 FKWC FNEaQ IO1x1a P 04S 1910-811990 F bit ul I CITY C F FURT COLLINS MCDIFII ATIt NS AEV 41011 I Work resulting therefrom) has been correcwd romrned or r-placed under thn rxintgmph 13 12 the correction period her under with resp I to such W ork will be wended for an addmonal period of ome veer two veers aHer such olrrwion or removal and replacement has been snllsta(atmiy LOMplrud lecq�mnee njOejerm a Ipnr0. 111i If u-saead of requtrmt, elxmUron or removal and replacement of ckf cma lhorl- OVWLR (anal, prior to EWNEERs rcwmmendaiwn of final payment, also F'v( INFhl2) prefers to accept it OVWFR may do vn ( ON I RAC I OR shall pay all clans. wsts, Rases and damages annttitable to OWNFRs valuation at ind determmmrc n to Iw .cptf such de iecnve W cvk (s da costs to Ixnpprmedbv hNOINFFR asto nasormhhnuss) ltaiw such aa,eptancc oaurs Inorr to CNGINTERs reomm nal an. n of anal peymcnt a Change Order will be Issued mcorpomWE the necessary mvtsiom to the Conlmet Docum Tms vsah mspiccr to the Work and OW^NTR shah be emitted it, an appropriate decrease in the Comma Price and, if the parties are cable to agree as to (ba. amount thereof OW'NTR may make a clan therefor as provided m Artich, 11 If the acceptance cx,curs Rfter such recomm Walton. an appropriate amount w ill h paid by(ONI RV IOR to(AVNFR Olt NER Ira) ( orrect Ocjrcme IF ek 13 14 It t ON rR 4t I OR fads within a I'axnnhl, time Ifter written notice from E'sG LN'CER to onect d fe rive W ork or to remov and replan niewted %kork as nquued In C'Nu INLTR in ace rdance wall parhgraph 13 11 or it L U'NTRALTOR Eels to perform the Work in accordance with the ( ontract Ooeumentc or it ( ON I R4( I Of, tails to "imply with any utlsr proscvion el the CCxmaU Dscumcnn OWNhR may after seven dais' svrincn nets., to (ONTRACTOR. curt tt grad r in d) am such debei-ne) In <crcnmg th rights sad rem dies under This pnrtgraph ()lV,TR shill lraead espedmousl) In aratecucn with such eormcime and remeohal acuut. OWNCR may exclude CONTRACTOR front all or part t t Ili, site tak ivs ssmn of all or Ilan of Ill Work and suspend ( t)NTR4CTORs servu.es related thereto take puss scion of ( ONTRACTORs tuu1s, appllama cumtruoron equipment and maLmnery at the site and trwurporate In the Work all materials and equipment stored at the srtc or for which OWNFR hit paid (0'NIR4t IOR but which are storeA else%vhere (ONfR4( [OR shall allow 0WNhR OWNFRs relresCIVITI s. Agents and emploveea OWNTRs Aher wnuacloxs and TNGfNFER and FNc,FN'PFRs ( ra'ultams awes to the site to enable OWNLR to ,used, th nit hit and r in dos under this pangmph VI d Inns, cans, losses and dam Iles indorsed or susucmed by OWNER in cx tctsui, such nghts ind remedies will be charged aaatnst CONTRALTOR and a Chanl,e Otiha will he tuned i.,Oq mttng the neoessary revtslons In the Lonlrxt Documents with aspect to the Wirk and OW NF R shall he titled to an appropnam decrease m the Comnux I it c and It the pMus an. unahlc to agree v to the amount m reof OW'NFR may make a claim th r fir vs proved d in inlel 11 Su h Jim., cuts, losscw tad