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Home My WebLink About426767 HOFF CONSTRUCTION - CONTRACT - BID - 7435 PLAZA & STREETSCAPE IMPROVEMENTS FOR POUDRE RCity of • Fort Collins Purchasing SPECIFICATIONS FA 211 Financial Services Purchasing Division 215 N. Mason St. 2"" Floor PO Box 580 Fort Collins, CO 80522 970.221.6775 970.221.6707 fcgov.com/Purchasing CONTRACT DOCUMENTS FOR PLAZA & STREETSCAPE IMPROVEMENTS FOR POUDRE RIVER PUBLIC LIBRARY DISTRICT BID NO. 7435 PURCHASING DIVISION 215 NORTH MASON STREET, 2ND FLOOR, FORT COLLINS OCTOBER 18, 2012 — 3:00 P.M. (OUR CLOCK) r� u 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. 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, 0 0 I m n sh=ether=per is as--fn Pr6 wph iirateri�UipMenl-hA n lent ree ahiiviended ...... .... ------ .made- emvise=- w4 iSSFleflr Spec 517a........... it, 11. 5! 1 a I-. _z 10 EJCDC'UENMAJ; CONDI nONZ i910-8 I iiMEdtim'I 11 � I � I . , � I , . %I L11YOFFORT.COLLINS MODIFICA-1 IONS (REV •117OW) I . . - - - I I I se EOta-T-R-A(44R I � . -M - gli?ipepty, ghlb s. sham; hv• eatiged b% Rw%�erv-iiga irvit- a iW-of-C()N7MAr_1T)R�*u L ?contracton';, Coinplation ofal] die Work, suchiuse, or. o'cy upanmay 9N, ani fr. accorn'Plaed, in mc'cordiincc 'with , * ph, gap dirtCtC-F., provided that no such use,or occupancy shall commence bdbre the insurers pr6viding the pntperLy ins'Ururic'c have I RWeipt andApplivadlopvqjlnivraqce Argceedsr. ackli6l%:Ieducd notice thereof and in slating effected any chnrfpdk ii&Ls 60 dieretit7 The' insurers` 5:12. Any insured., loss under the, poltciesof linsunance- provi&g the property insurance oshall consent 13�• requital by 1�amgia&5.6 and 5.7, will lie adJ6stid with pan endorsement on the Od.ficy or liblicks- but Vic PropertyMq�,MA an d Lu MIN M, 6 fiduciar ry,for the insurance. shall not be cancelled or pe7ittedLc; lapse on insureds, as their inteiesis .may appear subjeet to the' a , ccoind of any such partial use or ocuupanc,., .rerl6iremients; V aniv applicable mortgage daust'.aiid of- '61VNER pv'm,ggrip-h-5".b. shall deposal ui a separBie account any nionev so ieiiived, Fifid shall distribute it in aUc6fdancc with such amecrncnt as the paiiies in -interest REST;ONSIBli,mrs MRY reach if no other special agreement is renched the pinged Worksh 11 rel ired nr rephced, the nnnnzj-s sit' re ,1%,e af�plitc on U �OtlAt thereof and the Work and die ,cast V��rcol COMM bN an ajipropeiaic Change i5rdcor I�Upen-i:r . % 7 . an andSuPLfimenden6e: Written Amendment. 6.1, C ONTRACTOIZ Still[ supers sc insr;cci and 5.13: OWNER us fiduciary shall -have power to adjust direct the Work c(.irupetendy' and 'efficienfly, devotinu and settle iiny loss with the irmurers- unli-_,�s the of the such arfefiti6in thdrmh and npp!-yiflgi such skills bn-Cl 'parties in iivcicst shall 6bject-in writing within lifteen days as In)- lie neCessaryltO performWork in .fie,rthe occurrence of logs to OWhfEW-, exercise of this xvith thi Cotitni& Docunichm. power. - If such objection he made_() Fsl2 as fiduciary CONTRACIQkshallbeqo0yreq mns&c for the, in can' shall ninkescitleffient widi the insurer-, in accordanmwith -methods- :t1chn'triqun. . -sequences' 'and, procedures or . , . .such rigrcernent as the p'arties'in:int�rcst nia� rc.,wh. If c, onstru 66 oir � bun in CONTRAGfOR shall , hall not WrmprirAlc - I , - 11 among,. - -- I , , - , , interest �0 ,.Such lipme-c'ment I ic parties in is r6acNd, - I �, - , - specil, , i , 017, the ricglikence or others in the sign of tcation Ace�,pianceofljnjyik and 1-mcunvice: Option.to Replace: I Partial lltitizdfiqn-Pr6peM, Insitrimcii: 5.1.5: if b\\rNJER,finds.i1 ricccssury to occupy.or,use H porn ion or portions of the Work prior in 'Substantialial OCDC: Q-tQ,',EF�AL comi Ff6m 19 1 v-s f I M Edii(vi) iv d ry rJI; PORT CULL] NS NT 1 01) HICATIONS I RLV -1 rZOOD) and expiessly._required by the Contract Documeri.m CONFI'MUOR shall !be responsible to sm that the cZ;iiinla6d Mork -complies accurately with thc: Contract I,)ocurncnts_ 6.2. ICONTTRACTOR Ail] keep on the Work at all tinies during. its pjagn.!m .;I competent tesndent shall not be' .replaced idldiout`wiltien notice to ONINER`and ENGBIEE3Z exec under cx7ro6rditinry cii6urnqlnnces; The superinimcicrit trill be CdN'TkACTOR's �efvekhtatiiiz et the site av't And shall h authority to act on* behalf'or' CONTRACTOR -All minniti-m6alionis to the skipeririterickat'shall -be as binding as if given to C.ONTTRACTOR, Ldbor,.A.Iaierials and Cquippient: 63. . CONTTRAUOR' shall provide mnipe(ent, =Iuiiably yualilied personnel to,sun,cyl lay 0A and c6nstruct.Aie Work `ns.'required by the Cdntrad Documents, CON,71ZAC'TOR sivill at all tinier maintain -.goal discipline und'oriler ut the site. Except as odikTn6se r inquired far the'Sarely or Pfoof f Pei sons0 * the' u of Profitrty at the We or adjacent thereto.. unit except HSiDtherw1-5ein.cfiCntiid in thc,Coiitr�iet Dik�eaii, all Work at the site shill be perrorified during reguliar working hours -and Cc)N'rRACTI)R µill not permit Overtime work or the perronname of Work. on Saturdav2 'Sunday or any fecal holiday?: without OWNi ERs written 0 Cr • 0 6.14 l_titless otherwise specified to the 'Gene,ml Reytiiremerrbs CONTRACTOR,shall furnish';anil "assume: full respuuibility for .all materials, equipment, 'labor:; IranspurlatiLn construction e(IIurpment and machinery, tools nppliaricm fuel power IrnhL,heat iclephtine,.waler Sam tnry ta¢ihtim temp mrt taculties 'and all other Facilities end, incidentals nzcessyiry for the •furrushimo peltomdiwe,testutg• start, up and completion Of Ole. Work. 6.4.1. 1'urchasirm . Restrictions-. C ONT'RACT`Ok mustcdmnh• with the -City's tiurchtisint, restrictions A coov. of<the resolutions are'ayailable�far review'in`the offices or 'the Irtrrcha the and Risk";Ivlannseme'nt Division or the Citv Clerk's office., 04.2.. Cement Restrictions:. !Cite 'of Fort. Collins •Resolution 91-121 reuuires Na suppliers and.6r-oduceis of cemcnror products containinc ument to ecnify.thir the cement :wxs nut made=in-cc tent ks lnthat,bum htzardouswasiccasafucl. 65: .All mntensls;and etpnpni6it'•sfinll be of'good, ,quality.and:new, except 'ts odienvise provided• in the 'Conanct,Documerim.. All ivarranties.end.•imantees, as Progress Schedule.• -6,6 CON'1' ACI'(jR shall adheie lei the progfes schedule estal+l sf z i in acrnrdance with Inngrnlili 2;9 as it :maybe ridiystcil Goin.time to.tmie as;prcVided below,: 6.6.1. '.CONTRACTORL shall itt mil, t? GNGiNEER for acceptance (to' the extent ,indienteeci in pnmgmp1r2:9) proposed adjustritenls in'tha progress schedule that -will not change the Contract Timc.% (or ?•fiestones). Such'ndjustmentswillcntformgenerolly to ftma progress schedule then in effect and uddi6prially will Comply wide any provisiorts of the Geneitjl Recryeuemants appliceble,lhe,relo. 6.62. Proposed niijustments.ih the progessschedule that. will change. the Contract. Timcs (or' Milestones) shall be suhmilted in accordance with the,requgements of parngr'imph 12.1.. Such adjustments may cinly'::.be made by a Change.Order or Written,Amendnicmi in accordance avith-:Miele 12. ih.7. Sa¢efitufasiurd "Or -Equal" wins' ,6.7.L,, Mienever an item 6f material or tquipmcni,is. s cificd or descrilied in the'C�mntrnut Ducumenls.b"y wing'the,name ;of a propneturv-item or the nameof:a paiiic6ka Supplier, the, specification' ordcsa'ipticih is utttaided L6. establish :the typc;• function and quafily required --Unless .the specification or description EICllG 6E+'L•1ti1L'.CONOITIO-r-z191 a-s 1406 Edtion) 12 ay611-oi?FOICT OoulrY NibmiICA116i4s(REV•1l1iirlaJ- 6ontains'or'is followed byieard> reading that no like, e juivalent or "or equal,' item or nci siilntihition:rs permitted, Wier-ite•ms or material; or. equipment, or, material or eiluipmcnt of other tSupphem rs ay'.6e 'ucceptcd by LNOINEER under the fbllowua circumctanczs� 67;1.L :rJt-Egrtri!" if, in UNGINmks- sole , discre6un an 'item ofmaterial or equipment ptop Osr l b} C,UN'1',RA(J1 OR,. is funrtmically equal to Ihtn niin id Lind sufficimtly simdnrsi flint no change,.in reluted W(irk will be rtquired, it mitj- he considered by ISVC;U31 RR a nn "or-equix item .in Which case review and upproVal of the pr r etd itent may, in ENGINEER'S :sole 'ch=retion,'he accomplished without compliance with siime or, all of the requirements. ,ror a cceptancc.ofproptiscd suhstiiuteatims. 6.7 1 2. Subsritrdeltenu: if in B.NG[NEEIRS_ sole ;discretion an item of material -oh ecjuiP[tmelt proposed by CONT'12A("TOR does'ito[ qualify as sans°or-equal' item under suhparagraph'n 7 ta;:i( Ail] bc, CUM ered apropos d'suhstimte •ncm. C C) vi 1'kA( P.OR shall submit 'sufficient information as. provided betow• to sllmt ,FIsGTNTFR to tlotciminiL that the itrm of•mot<rigl or cqutpib6m pioposcd,is css'cntiall}•kgmvaleni to' that named ❑nd an'acgcptnitic`sulatitute therefor. The•pfo(Cdure for review by the EN"MMURWill 'include the 1'olloivme as supplemented in the General kequiremcmZ adnas HNIGINEHR may decide is; uppropriatc under tF'c'.circumstanccs. Rujucsts for review U proposd suutiitut 'ite'ri s of material or equipment will nett be accepted by •FNGINF,F.R, )from: anyone outer than C IMACTOR If CONTRACTOR wishes to furnish of use x sulighhute i1l'm of material or equipment �CONrTRACTOR =shall Iii-111 lnikz %vntten applicmiOh to ENGINMER for accepuirice thereof'; cerrtitying,ihnt the pn6poscd.ilb7itul'e will at substance to:Ilmet speci&e_cf and _same use as tlmt specified 'The' n an aei trill 're<. of such nee III flay . of the C, the .prof isions of :tiny I OWNER for work the.:design uo the..pr+ y to inuirecuy from . including ccrsts of contractors atTected hv, the' resulting cbnrte, all of wiiicli will be. considered by—CNGFKTIM in �u616ting, the proposed substitute. ENGINTEER .may require CONTRACTOR I() fum_ ish addniarial data about the proposed substitute. 6:1,1:3.00ArIR4CT0Rs L•.rpznse. All data to be.. provided by CONTRACTOR in suppoit.,df any proposed "or -equal" or substitute item will 16: at 'CONTRAC'fOR's eXpense. '63.2. Subviade Co ybudidn ddaiho& ur Procedlnts It' s ctfic,.mearts, method, te6hmque. segUnt' Ce lli procedure of construction Is shown or indicated in and expressly required by the Contract Document C 0N'IRA(.T0R may furnish or utilj7c'a substitute means, method ieyi mitue. sequence "air procedure;nf construction acceptable to:ENGINFER. co, rri:M' ct6k shall submit sullicient information to e. procedure for review by ENGINEER will filar to that prided in suhparsgtzph f 367 . i:7.3. Engineer's Epglupfion: ENGTNTER .will tlloweii a rasonahie time within which to evnh 1ch prop sal or submainl 'mdde 'pursumni rartt£rai?hs G:7; l i?,lind G:72. L;T?GJNLL'R will Uc CONTRACTOR shall perform hot Izsc Hiatt ^6 ofthu L�tarR:"•ivithit4 ou•n fdrees- that pis, 'Without subconundinel. ffie?O�ercenl requirement shall be understood to refer io he Work the value of which totals n6tless'than20'icent'oftheC'ontnti<t price" 6:5.?: tf—the—SupplentepiRn•—Conditions Bidding Documents require , the "identity of certain SubwnGagtors. Supppliers or, oilier persbrls or tlrga izgtions (intludint ilibse ahti tare to fumis}i,the principal items of materials or equipment to`' be submitted to OWNHR in-advance-elf-the•slxaifizd 'iklie prior to the Cllective Date of the Agreement for acceptance "hy (.)WNF.IZ and F\UINEHR�niF ley . the ry diner a uluvtgc; uracr or an approvca wnr awing. Ot\,JER. _ req uire quire EN( TOR ;to furnish" at CONTRACTOR's FT( special performance guarantee or other odic respect"0 any "or -equal fir substitute. ` ' of,: Z will record tune iequiretl Lry rlrfe Z and ENGINEER'-. Consultants in substimtcg prof or `submitted by 6_9. :TOR purwant to j aragrt& G,7,1.2 real in maktrvt changes m the Contract 6.9. for in the Provisions of anv other'direct OW contnruct with OR'NF.R for wort; on dlc' Project) ockhsionerf thereby WTxtlid or not ENGINEER nccepts:a substiiiiie_itrni su,proposed ar sub- tied b,, CONTRACTOR CONTRACTOR, shall reinVdix CANNER ,for ihe: cbrges-,tif l3NGI\g3CIZ� :md' ENG_NNEER's Corisultanis for eialaalifli_r each such' proposed subtitute item. 48. Concerning Subcontractors, Suppliers and Orhersr EiChO Si�:au.*r: cO.+t6t710Ns iiivs ti9U 6rtiiiwit. iW QT' Of PORT GULLI M NIOIll17CATIONS IRIY 4R W at o fariy"such Sulxcnitmctnr,,Suppliu or or organization shall constitute n waiver cif OWNER or hNGINFER to r'cj&--t rk rrRrVG'TOR shall be fully resptlnsible to I ENG rWEER far all aces arici onl&jons Work,. under a direct or indirect. contra CONTRACTOR just as CONTRoNM re,Tunmble for CONTRA TOR's own : omissions. Nothing in the Contract Doctim4 create for the benefit of any.such Subet Supplier or ,other person or 'organizat cxlntruetual relationship 'between OWE 0,1GLNEER and any such Subcontractor, St other person oror .umzatioR rior shall 'it ci iblitauon.on the lxrrt'ofi?ilr R-erL•NGfl pity or to sec to the payment of ana•.mbneys such Sub`ccihtiaalar, ,Suppler or other p organization cxcept as may otherwise be ref Laces meal Rcjoluti ins, 01V`N R or ENGUNrI any pre r or, 13 • • A 0 riy,."., C0NTRAG70R ,sMi I be solely respot>`ible for scheduling and coordinating ,the ' Work, 'of Subcontractors, Suppliers .and 'other ,persons and orgatumtions performing or .furrus}iing- any of the Work ender .a direct ;or- Indirect" contract with ('UN'fkA(jfOR. CONI'k2.9C`TOR shrill iecjuire all Subc:antiatctors,:Suppliers and such other -persons and. o;gariim ons "iKrfgnii its or furiashijir any of the Wont w comniurucate rvith�lhe LN?GINIZR throuJh CONTRACTOR. 6.10 The divisions arid! sections of the Speoifcidiims and the ideritilimfions of any Dihwings shnll 'not ,Lcintrol. 'CONTRACTOR ,tit ' caviding the' \York ituiong 'Subcontractors or Suppliers or delineatinj the Work.to'be performsi ed bv,no icciftc trade, J Patent Fees aril Rnt:alfies 612, CONTRACTOR..shnll pay ,:ill license lees and royalties and assume all vests incident to the use in'the, performance of the \Work or the Itieorporalton'tri die Work of an} ineenpon, design, process, product oi' vice which islhe subject; of p•nent rights or copgrights hold liy odius. If a particulg irtvention desiLiiL process, product or device Is specified "in ;the Contract Dvtmntents for Use in Mite ;performiinc:a.i,f the'Wark and if to the-aclunl knowle(Qe-of OWNER or.LTN EN ER iL1 use is sub)eet to patent lights or ¢,pyiigrts :calling,for the pavment of an), license fee; or royalty to other, Lie. eeisterux of sbeh,rights-shall be. disclosed by (WNER in the-Contruct llocuments. To the :es arising out or or resulting from any awnt riehls or,copyrights incidentto the nince'of the Work or resulting from the the 1Wod; yf ' any ,i ivention, :dcsivi, or device not specified in .the Contract 14 f;JCllL U6'.'LEGII: GUNUI77O�S,IYIO,iiIJJU.F.rli[itvi 1. w/ Ull O� I OIi'r 0.lLLIhS A10DlI 1CA71ON5 fJtfiV d/2(wo) 0 Pertwir, ivhen Shall the proseeUtion iif the applicable11oik',which'are,�at the lime of, 6 e urn or. gids or, if the e'are' no lilds,: on the ffradye Date o1.f thi AL,gocrtieoi. CONfRAC,701 shall pay allYehilrges,oC,uhlily tnvneis our Cpnneclions to, the WorL cnd C)WNfsh shall pay, all charges of such utility owners for capital" cusis relatKd thereto such its, plaa invesmient tees. 6.14. .Laii:i marl Regufatiotts: '6.11.1.'.COINTRAC OR shall gnc all "notices and w :comply'Nvith. all I es and_Rciaulmioni applicahlc to CuiYitshtriy end,eperConuanee of the Work Exjepl rvhcre athenvise e pressly required ;hy appli mle Laws and ,Regulations;, neither O1b;vl It nor F.`NOIIvt;F'.R -shall be responsible far niomt6ntia C C)N7 RA(TI'C)R's sompliancc' with any Isws, `or Rcgulat on. 6.141.1' (',0N'TRACT0R perthtrns any Work 'in occordanci:- wiJr':I.ims and Re,gulatioms,, hot this 'shall not rtli�ve 'CONTRACTOR of cool-RA(:I-O s obligations uitdcrjraiagrajih 3.3? Tares: 615t CONTRACTOR Miall.,pa} rill ussales, consumer. e and Bother similar taxes required 'to, -be paid ;b}• WNTRACTOR, in accordance with the Laws and 'Reenlatioil$ of '[he place` of -the project tvhich are applicable duriiia the perft;nnance of the.W&L 615.1. OWNCR is exempt Mi'Golotado State and 'local -sales: Rod u-se 'l_iv �dn maten;ils "to' be perinanzril iniiorpor-dle8 into lhep—je_ct Said taxes �slvflll dot be included: in the Contract•Price. Addresii Colorado D6partmerit'of Revenue :StineCaplt'r l .annex 1375:Sherrnan Street Denver. Colorado3g261 Sales land Use Taxes for the :State cif Colorudo . ReaionaVTrartsoonation' District (RTD)7and certain Colorado• counties. arc collected biy the State of Colorado and .are included in the Certification -of .Gremplion. All applicable .Stiles and Use Tapes (iricludinh State collected rises}, on'onvItems other'thari construction lA and buildim"ranterink ically incorporated into the o rot are. to'be -ail bV: CON'MACTOk and are to nclude l maparunriate bid items. Yle r jYrerrrises• 6a6. CONTRACTOR shall confine construetion equipment, the storage of materials and equipmcricand rite, operanom of workem to the site and land *and areas idcntified in and permitted -by the Contract Documents and 'n&r land 'and .nraas.pen nitted by harts and Regulations, rights -of -tray, pcnrlits .and casements and s&ll nol unreasonably encitniher the premises with construction equipment ,or outer materials or equipment. [CONTRACTOR shall nsumc full resitottihilily for any damage to any such land or area; or nLthe mt,ncr 'CT ;occupant theleof 4ofarty adjaccra'land orure'as, resulting Gomlhe pert nuance gCthe 1Varkl ';Shiould eriv claun`be made by zansuch owner or occupant beini sc of the, performance 'of -the Work. CONTRACTOR shall promptly _settle with such other party fry negotiation or otherwise :resolve the clam[ byairNination or,other drsppute reoIkition rrocceding pr at law. obit RAGTOR'shall, to_thc,fullca extent permhted,by Laws and Regulations, indemnify'and hold hamiless QWIMTGR, L"NGIRNEL•1Z GN(JUNTEER's Co sultant and any6ne directly 61 indirectly employed, by, ,any of [him Goarand tigaimt all clauns costs, losses and ageS uiising. out of or resultine from anv, clniin or [smolt legal or eauitililg. tlmught by tin} such: oiener itt occupant against OWNLR. Lltitt GV1 13R or'ury palter path+ ikMarti d hereunder to -the estrnl caused -by' or based ,6.17- During the prtleress or the Work. CONTRLACTOR shall keep the. premises'free from accurtiulations of wrime :nia[rrialx rubbish and other -debris resulting front the Work. At the completion of the Wtirk COAffRACTOR shall remove all waste materials, rubbish'arid debris Frain .cold about the premises as 11'ell as all f001.5; flpJ?halleeS. ctinstiuction equipment, and. machinery and surplus m ,alerial5: C,ONTRACTOR-.shrdl leave the sea c,lean and :ready -for occupancy by OWNT'li at 'Substantial Completion of the Work. CONTRACTOR'shj'll riutorc to ongipaal. condition allproperty,not desigraded for alteration 6y the Curitract Documents: 6..i s. CC)NTRACTOR shall not lard nor,pennit any pan of am' 'stn ettire to be, loaded in any` manner: lhht roll iatdat<er the siructure<nor shall CON'ff(.ACTOR.suhject any part of the Work or udjacent.propeny to slrcsscs or pressures that wiit ondangerit, .Record Documenrc• �.F:iC'DC: (:k.'til?ItAL t;GNUI7lON5 i'lill.i'.lii�9�EdititKi7 ,wt:GITT0 YORT Ct.ILLIT,IS JIODIr7CATIONS'(Rle'V 42UaUr 6a9; COS TRACTOR simil hinintain`in rgslfc place at the site one record copv of all Diatgings, Specifications, Addnda, Written Antendnlents. Chari`e Orders:' Work ChdaLe Daeclives, Field Orders' .and 'written interpretations and clarifications (issued pursuant to partgmph'I,4'y in good order and ariaortated to show• all clit made during c•ortstruction These record 06"Ilenls (i>•dether' wtdl all .appr6 ed.Samplm and n counterpart of :all apptoved Shop Drawings \till be avnildble to fiNGINEEk for refronce. Llpon b nplCion ,Wqv and Protection: 620. CONTR UI'OR shall be respgnsible fix initiating maintaining and supervising ail, safety precauti6ns and programs in cormpction with the Work. C0N"I.1L4(1'1.OR shall take all nca:scrri, procaunoasfor the safety of anal shall provide the necessary protection to prei�ent damage, injury or lord to. 670 1 ;atl,pcmons on the Work site or ivho may l z aifcctcd by the Work', k 2(7 all_the. Work and materials and. equipment to be.!tricorjiorptcd therm, whedt` er in:sinrage nn'or qli• 'the sue: aiid 6200other property at the site or adjacent,thereto, ,including'trees, :shrubs.. Nwrk talks: pavcmcntI gztdaays suuctur s, utilities and Under4round FaSrliucs rot, di signatad for rcrno; Al, relocation or icplacemcm in the course of construction: C'ONTICACTUR shall comply with,:all applicahlc Laws rmd Regulations or any public body havingjurMictlonFor safety of prisons or property or to priced them fron dantag mtury of lms; mid shall &ceraAd maintain nil necessary safeguards for such safety and pri�teciion. CONTRACTOR shall notify owners of adjacent property and of UnderFrbund Facilities and 'uidity'owners when prosecution of the Work ntay nffcct them, and shall cc?o Itrpte with them in the protection, removal, relocation anti replacement of their property. r\li'dahinge. injury or loss to any, pruptrt}• rel'ened to to Eti+ragraphs.6:'_rS2 or 6^¢:3 raused directly.or indirectly: in wholeor in p<Irt, by CONTRACTOR, any Subcontractor. Supplier or any other personor organization directly or indirectly Ow ed ed by any of them to per font of furnish any of the Work or anyone for whose acts urly tit }hem may ae, Iraare. shall be remedial by CONTRACTOR (escept damage or loc iia ibutable to the iiniltof Drawings or Specifications or to Ihe'acts'or omisvcros'of OWNTER or CNGINTEER or LNGM-l3R's Consultant or anyone employed by arty of them orartvonr far it hoe. aces any of th 6irn may lx,'.ltable, and not attr butable. directly or trio re thy,' n whole or in part, to the fault or negligence orCONTRACT.Ok or any Subconktictor, Supplier or other person or torfp nietuiop directly or indirectly emplu_ved bg any of them): CC)N'fK AC'1;()IYs,duucs and torpor siliilides f tr the safety and protection of the Work shall continue until such time 'm all the Workis completed and ENGINFFR has issued a 15 0 0 9 • J6otice to.O%VNTR and CONTRACTOR in accordmice' •ivilh parugraph 14.1'l-thia the Work is'aeceltiable (except as' otherwise expressly provided in connection with Subslani is LCompleuon). .6.21; ,.SafOi1?f&4gtiral CONTRACTOR shall designate a , qualified and cXpzrienceil safely representative al the site Whose duties- andsibilities shrill bi the'p eve'ntion oCacci k is ,rcsponand d z mxmtayiiriand supervising or saCeti jirzivutions and programs. Hawrd E-oih»mincatiah Programs., 6;2?, CONTRACTOR shail be responsible• for cuiadinntingany exchange oCmaterial safety alma shoals or other hazard comm_uraim.6on iriform-adan'�regmrcd to;lk imade available, to or exchanged between or among �cniployers:`aE the site in accor irce 'with ,Laws ,or Ctebolglions. ' Elh&genciessi. E ¢.24:, S66pDrairingsnnd.Sniiq)1l shall submit will li"e identihetl as EINGIl M—inal requtrc. and in the number of copies specified n .ihz Gerieril. Rrgiiaemcnts. Tht data shown on the'Shop Draivmgs will be complete with respect' to quantities; dimensions. specific vl perfonnanceand design,ciitzria; materials anil similar flake in show ENGINEL+R tie malenals and equipment C C1NT RAC7 C3R proptxvs lti provide and to enable_ ENGiNGER to review the 'information for the limited purtitises retjuircd by 01761uripi 6.26. 6 74?.�CCINMXCTOR shall also suhmil Samples to.; ENG1iVEliR for review and approval m.accoril:rrice with said accepted khcdule of,' -Shop Llnijvirugs: Anil Sample submittals, Each,Sample will ihe.,itlenliLed clearly is to material. Suppher, p-niiienl data such'as catalog numbers and the: use, for which intended and' otherwise es ENGINTEER may require to enable: RN INNVR , -to review the submittal the Invited EICOC GENULAJ:CONN7710.'a 191 U-8 (UNU Etlitim i ��' iociTi OF'mit-Toomik; AIOOn1bAlloNs tlttiv 4(I-out). 0 ti irpugrs recid uzJ, by pnragmph 6 1G: The nunibeis of each Stimple to besubmitted wi11:Fx its specthed'in the Specifications. 6.25:' SabmitraFPreceihires:- 6251, Before submiilirw :each Shp', 'Ditty , or :Stanple 'C'ONI'Rt1CTOR'shall have detenitated and Veined: 625.1.1. all Geld n_ziesurements• qurir%#5k ilunen'signs spe ifit- performance cracna, mstallaiior rz9 ireri ants 'materiels: analog riw»bcrs,and'5rnlilar iriComlaGUun with L respect Iheieto. 6.251.2. . all materials lvith respeuf to intended 6se't lebricatinn; :shipppping, kindling, storage:. assembly ;anti installation pertaining to -the plerfamande ofthrlVbrk. and .6a513. Al � kirinanan, relative ,lo `C ON PRAM ORs:solc responsibilities at respect .of. means, ,imethods,,techmques`; :sequence`s, and procedures, of construction and safery precautions flail programs incidant thereto, 'CO\'TRACxf.C7R shall `also have rcvicwcd and eclat n{ted each Shop Dratyi p o ;Saanplz with other. Shop Utalvidgs and Samples and with Labe :regiuremirits of the 1Vori: and .the .Contract. .13oLvritcnLc '6252 Hach submittalwi11 bear a stamp orliNcitic wriiienAndicetiin G. that ONTRAGTOR:has satisfied CON'rRAC'COR's :obligations tinder the Contract 'NauniOts with respect t6 CONTRACTOR'S review , ap'prgval;o6that subaiinal. 6?53. At the lane of each . submission_ lice of such,variatirns. if any, that the f or Srimplz`'subinilfbd 618y'Imve from stlbmltml; .and, In !audition, shall }COLISO a ,specilic notation'to be made. on each, Shop. Gralving aril Sample. submine-d to ENOINEGR"Tor review .and approval of each such variation. as anil be compatiblz with -whole as indicated by the Contr"sfct ENGMER's reviete and approval still not cans;mctligds, techniques, szyutnees or f cbns=tion (except where a particular al technique, sequence or procedure of construction isspeciflcally and ex pressh• called fo•by the Contract Documents) or to safely pre iitli6m.cir pnwbrnms incident thereto The re in4 and approval of .R, w p,arate 'item as suck vill not •indicate.apmn:m of the ssrmbly in .which the iiein fuhcuons. CONTRACTOR skrll make than tfie corrections previous submitials. 6.27. ENGINEER's review and approval ;of. Shop Drawinas-or:Sai»ples shall not relieve CONTRACTOR front respondtbdity'for any 4Hrtniionfrom the,requiremenm of the Contract Documents unless CONT6AG-FOR has in wntine called :ENGINF'W9 .intention lu each such 'variation ,at the time. of suhmission as rcrluired hi - paragraph f 2,5.3 and ENIGNEER has ,given 'wnttei approval of each such variation by a specific wr tun :nbtiltonthereol incorporated in or accompanying theSilop Dronitir ng _ Snmpie.appr&gE nor will any approval by ENGINEER relieve. CONTRACTOR from responsibility for complying tl•ith the requirements of pamiiraph 6 25,1. 6.25, Agiercm Shop Drannng'or Samplc',is r cluired l>y ,lkc Contract rJocumenis or the schedule cr,.s 'lJrawine hand Sample' submissions accepted by ENGINEER as :required by: pairiopdi 14. any related Wivic performed prior to ENGI,NHN s review and approval of the pertinent suhmitml will be.althe sole e.•cpetise and responsibility of (:OINI RAGhI'OR. CPiiynuisg the Work: 6,29. comrRAc'TOR shill c rry on the Work and. .adhere tit the prdgress schoddle during all disputcs or d sngrzctnents with C1NR ILR; No 1�'ork shalt be delayed or ;postponed pendurg icsolutioq of any disputes of chsngrcemcnt� . Cept as lkmuited by ptratg a ih 15.5 or a, OWNER sand CONTRACTOR. imy otherwise a&oe 41 'l4Tillf <L*. 6.30.. COATR.ICTOR's Cenerdl Man -will, and �Gunrmttee: 6.30.1.00NTIUACT0R me. -ants _and.gu.uanices 16 OWNER, LNGi1v'GGR and ENTWNMER's Cons6ltam5 that all \York. will be in accordance with the Contract Dticumems and will ihol 9 e ei %dire: tONTRP.t T(H2's. u•.trranty ami,guarantee hereunder eXcludes defects or damtt e caused by: 6.36.1,1, abuse, :modification or Tramper maintenamx_ or operation by persons Other than. c(.)\rTRACTOR,, Subcontractors or Sirppl_ierstir 6.30.1 25. normal wear :and tear under normal usage.. - 6.302 CONTRACI'OR's oblication to perfyrm and complete the'Work in.accordance with the Contract Documents shall be absolute. None of`ihe following will constitute an scc&pmhc,e of 'lVnrk that .is not in etc tic ut:::FxTI. co;`vinoNs vi a� l i i9p HtCiitril •N`/ LTIY GP I�ORt GLILLI NS 310GIWCa�7lONSl(ttiy �LZUIIII) accordance, with the Coritmct Docimiems or a release of CONTR,476R's oblil eauom lopeiftirm Iht'1Varl in acemdanee.with the Contract Documents: 6.30.2.1. bbservationsby ENGINEER: 6_302.2. recommendation of any progess or, final payment by LNG jINTIIER: 6.30.1.1 the issuance of a cerlificuie` of Subsiantial Coinpleuyii or any pavmeit by O\VNERto tfbmkAC7'OR.mtler the-Contiacl 'Documents; 0 30.^A. use oroccupnnby oNhe Rork or any Bart dlCrcnt by C.71VI�!f-,R; 6.30.2.5. nny-nccepiance 13)- OWNER, br any failure lti do su: 6.311? 6. Env review and apprgval'of a Sho Ilri4ingirSamlle'.^;ubtnittal tthe i'mankofA notice ol'acccptahilityth} ENGINEER pursuant to par4gmph 14. 1 3; tr90i'_.7„ any inspccuore' test OF approvaltry otfxrs; or G30.2:5. unv tQriection of tkOetne work by lndeuuiiftrafinn: 631- TO the fullest :Regulations, .CONTRA kui not limited .toj all 'flewrind ehnrgea of'c erchitzcts attorrmvs and other rrotessio,61.s and or,prbitration or other dispute resolution custs) ct arisiori rout of or resulturg .from the pufotinatu Work; provided that any such claim, ecA't, lose or (i) is rntribfilto',bodily utjurv, sickntts, d death, err to injury to or destruction of uingible (Other than tie W&k- itsrll), including the los resultine therefrom, aid (ii) is causzd m whole t by any n5_Iigentact or omission of COAff RACi direiilly or indirccily empltiyulby any of them to perf0rn or dumpish any of the Woik or anyone ror }whose o'cls any of them stay be liable. regardIms of whether or riot caused in part by any negligence or omission of a person or entity indemritrcd hereunder m wFielher .liability is imposed upon such inde'mivfied party by Laws anil Regulations ren,�T'rillf the-ni.hgence. cif any such parson tSr sooty; 6.32, In, any ,and :all_ claims agaiiut •OWNIEk or iytGL LNTEER or any of their m%pective ctmsultanu, agents, officers, directors or employees by arty, employee (or the survivor or •personal rcpr�scnthtivc of wish employee) of CONTRACTOR. any Subcontractor, mySupplier. env :person •or orgarnmdon directly or indirectly employed by 17 • 0 0 0 0 :any •6flhem ,to txrfomt or Furnish any of the' Work :anyone. for whose acis,any of them may he; liable. the indemnification oblrgslion irrider paragraph 6:3 f shall_ not 'belimited m env, iv ay by any limitation an the amount or typt of dantai:es compensaiion onbencLts payable by or for Q(XNTRQCTQR or any such Sulicontrnctor Supplierw ,otherperson or organization -under workero' compensation ,acits, disabilitv`benetit actssor ofher.eniployec bcneGt acts. :6:33.. .The. indemnifibati'dn obli3atiums of CONTRACTOR under paratsaph 6.31, shall not. extend to t} r' hubititjc oC ENGL�rLEt2 and ENGih SER's4 onsultents. officers, �dir&tors, employees or ngcnLs .caused; hl".the pro�essio al'ncelitencr; errors or omissions of uriv of them., ' _.Srin:inirl-of.OAligati pit _r. 6-,4. All representations indemnifications twarranties, :arid guarantees made ui reiluiied 6y or given in:acetutltfnce, tvith.thc.Conimc(Documwts: as well as all on'n'tinuin2 ollihptitms indicated in the Contract Documents will .survive final lxrywent. completion era{ 7ccepmncep the Work and tcrtftutatinn'nr completion of the Agrccmenta ARTICLE :7--MITER' WORK' ,Related IVork at Site 7:1 OW ER niay. paform, either •vvork rclatcd, to the Njoci,at the sits. lay OWINER's own forces, or let oilier, direct .contracts therefor which shall contain Gencral COnditiaiis similar to thesi, or Live other workperfortiied by utility, owners. If the fact that such other w&-k is to he performed jlas Ot noted in the Contract Documefw% Olen: fil.wriiten.riotice thereof will lrc givcri io CONTRACTOR ;prior to staring :any' such otftirjYork. imil (a) CO' 1TRAC'.TOR ,m y make a clams tk cr for as prrn id'ed i llAiticles 11 an I? if CONI"It11CT.O2 l elievas That such per(ormtin a will invdlvto. CONTRt1CT.OR or ref qt es additional tune rind the.tz Ries 'are unable to ngrwas loth, amount or cxknt dtcrroi: 72 CONTRACTOR shall afford each other contractor who is a party to such n dir&i •contrici and each utility' -uivner (anal 'MMilt, if OWNER is performing ifiie :additional wink with OWNFM's employees) pi"ipet and sate. Tectl�s to the site andd'a rt-asimotile opportuluty: tar the introdiwtion and storage of mtgerinis and eyuipmeru stncl the excuution of such other workandshall ppruperly connect and coordinate the Work with. theirs. Onless,otKer%vik pr6vi6d in- the Cordfail Documents. CON1TRACTOR shall do all_cuttiar 'fiiivig and rKitching of the Work. that .mov fie-quircd to make. its several parts come,•togethcr pRii,rly , and integritq with such other Work. CONTRACTOR shall not endariger_-any work of others by c6tlmg; excavating or otherwise altering their work and will only cut err alter their work with the written consent of are for the benefit of such utility.owners and n to the e•aera'that Ocre.are comp-rrihle EJCUC OE:.'6 UXL-'CONDI ttO.hl' I / l tNt 11 J9a Erlitim't. IS ai U1YOFFORTOOlLIN5A10lla7CA'nONSI.REV•lrin(A) firm,isions for •the: hen6lit of CONTRACTOR m ;snid dace:( contracts between OIIRJER and such utility oivners and other contractors, d?onrri4rntinar '7,4. If OWAR,-conaacia with others for' the performan(e of other work'.on the Projectni the sits, the falloi6ingwill he, set forth in Supplementary-,Candmans: 7A l the Berson,=firm or cogxxation whaacill have authority and re'sponsibility" far coordination of• the n`clii'di6r iiii olig the vnripiis prime contractors will' he iiL?ntificd; T4:2thc,i;*ncc mutts to he covered by _such niltharig%•tirul re<palisibiliryJill bzitemzed:and 7A.3, the esient of such, nuthorhv and rc3jiim5iMiitics will he prlvicled. lfrilecs, otherwise provided in the Supplcnicjitnry' Condtions, OWNER, .shall hods sole authority and reslvnsibility in'restxerot` ueli<uordimtion ARTICLE8--Q\YPIER.SRESPONSIREU E 8:1. Except as,.otherwise provided in' these General Corididons, QWNER'shall' issue all ctimmuriications to co�NTRACTOR 0iraugh tNGLNEER, 8'; In case. of termih;ifion of the :emploprent,of 'ONG(N M, OWNER sfcdl appoint an enginei r •icaihst tihom-(:OAi3iL�AfTt:7R-tnak�7•nti•reasariahlc ohli�tion; whose'stntits tinderAhc Contract Do'eunients slialGlx that .of the fomrer L'NGi EdL 8 3: OW\ZR shall furnish the data required of OWNER under the Cuntracl Doc'umerits promptly and shidl,mnla Puvntants to CONRACTOR p.romptly-when ltards piidepittnh1.e mp4and 14.13. 8.4. OIVNER's.•duties in respect of providatg lands and Cti t9nenS and jtr(lyldme cnvmeeriltg;g-MSaryChS to est Nish reference points are set faith in pam—lts4.1 and 4•4. Pzhtataph 4 2 refers to O\l'NE•R's identifyurg ( and making avnilabla to -QNTRAC:f;taR copies of reports of e..'ploratiohs and tests of•subsurface'conditions ai the,site and drawings of physical conditions in'existing suuatires at 01 contiruous:to the site that have been utilized by ENGINEER inpicriar-ing 1lie Contract Doc uments, S_`;—' E�i1'�tTsR.i5.v3?orictlii4ikies-tr�rrsRecF-oFpuie#iastiw__ and ataiiikl3ility and-ry epeHy-trtsttrtrrtce are x4 '-f�n}t tn-lisrsigrephs.53-itiaw•...}3-1tt. 9.6. OXl WER is obligati to cxacute Changr. Orders as 'indicated iripwatsaph 16.4_ 8-T nsi ONVINTR's respobility in respect .or ctnuin inspections,'.tests .and approvals is set ' forth.. -in .lraragrsiph 13.4. 818- ,In connection with O\irN1.R'sright to stop Mork or :tu-gxnd, Work %cc� paragraphs 13_10. and 6,1, "F'uragraph I lull with 6VIAR's 'right to termimite scniccs rf i;ON'I'RAG'I'OK'undcr attain ctrcumsiancus. The OWNER shall- not ,supervise, direct or have 8116o4y over: not be responsible for.. :dures of constrbciion or die safety piccautiorts and is Mcideht thereto- .or %for .anv failure or lAGPQR _tocomply µ-ith Iimrs and .Rcaulations ble to die furtnshina or perl-onnancc`ot, the Work.. I not be responsible for om or,fumis}, the Work R-1+i-=C31�VER-r.,:.r.^^.-;a-rasped-uf-u}Tdisclesed :flSheeF�; ,oven=•'a' .--r«�aunt—k4a�ar�3us--Wnste—i3i 'Rndieaettv�-\4etzFials-tan avare'tlt>F-fey alzd--et=Eltz=sift-is se14or;lriijparagrap1v4 +- &Fl—=,`-e_co-r=. a,�tttt�}}�{2-lmy-egrml-tit-fittvtisH rr„^ -,-. ;. GTOR--raasonahle--eticlense—dart--€rinnsinl utreitgeMOUs-have--barn-made-to•-satisfy =ft1 I R's, rent-iind�-t.,t-�e.+reet-l�ueumo.i.�- ^'�., '? LR-!s rt list biliry-m' res pplgniepzai=oratorf-rFill-Ix•ns_set-f�rh.in,thc ;Sulitaiv-Cond it hilts. ARTICLE... 9-ENdNT.ER'S STATUS DiIRMC CONSTRUCTION U iVXFR's' Represin1&(i d e '9.1. ENGiNIEE•R. will be OWNET-, tepresenuttive during the construction peritgl. The duties, and responsibilities. and the. limitations of authority -of T1 MEER. as ORNNER's repksenlutk;e during, wrtstruction are set forth 6 Lhe.Cohtmct DmL mc7rls and .;hall"not.be extended without written congmt of WNM"I{ a&J JtiNG iNTEER brut; to Site: `9.2." EATGLNEER will make visits to the siterel intervals appropriate to the various stages of ,construction as ENGINEER. deems necessary in onler.to observe ai an experienced and qualified design professional the progress "FICWGEI'HRALt;OYOInONs 1Ai/8.69. )Edticwir. w Ctiy OI° I;ORT LULLI M',fODa7CATIONJ IRL•V .U21t11111 that [iris been mark and the quality of•the_danous q cts of CONTRACU)JRs escorted Woric Based on information obtained during,such.risks and observations DjGLNCGR twill endeavorfocilie brnefiC'aCOWNTER to determine• in generate if the Work is proceeding in aec:ordance ivith the Contract'Dncuni hts- pNr11NPFR tci0 ndtbe reyuire� la mitke e.�hamtive or continuous on - site ptspcctions to cheek the �rptality or .quantig•of>the Work. ENGTNEERs effortstvill be duectcd lowflrl p ividir for O\V a g vt r deerc'e.uC confidence'.that ter cymplrle lVprl twill _confo m . gin tally to the C n ad Docvnrrnt. On the.basis of such'cisits and on- stte ott<enations, .ENGINE R twill keen OWNER: informLl,of the priii ress of dre 1Vc rk and ivill endeavor to guard OWNHE against skf>crM, \York, 10%1GINHHR's mum and on -site olxscrvatipns arc subject t 'all tltc limitations tin ENVINEER's' uuthirrily and ntiponsibility set. forth in, liaragraph 9a3; and liarticaltirig, but without limitafion dunr% or as a resuli of ENOiNEEk's tin -site visits orobr_scn•ations of t O'M'RX-70R's Nark ENGINEER will not supervise, direct. cunlrol or live .iu the ty over. .or be rzsporihle for C;ON'I liAM'QR's means, methods, techniques, sequcnccs or procedures of ,constructtori or, thi sa[cty .precautions -.rind programs incident thereto, or for any.,failure of CQtNTRA(:MR to conijilj•_ with i.a}gs and Regulations aplilicahlezto the Project. Repr&entaiiy_er 9.3.1. :rhe RrpresenlaUv 's dealings in matters pertaining to the on -site ivark J'aL in ventral. be with the 11`GINMER and CONTRACTOR, -but, the Represernatit'r will �keepLte OIVN R .properly adviwd about such matters: The R_eprrientatii, dcallnes-with sui)contractors Will only be through rir with the Cull knywledee an l - appr06•alAof the CONTRACTOR. 9.3.2. Duties and Resuonsibiliues.Representative will: 9 i.2.1 Schedules -:. keviem- the progaress 19 i i (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 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 is having received the Bidding documents. 0 0 0 schechile and olb6r schedules prepared by the CONTRACTOR -find - consull Lwilh: :ffie ENGINEER c(-lnceriiirf,.z.,iccc:ptabilitv. 9.3.1-2. tCorifererices and 206ciinv - Attend ni,wring with- the CUNT RACFOR such as econstrucho - co ren(xs _pVgLes�si meetinak and:.-:other..iL,b:cont're.nces.and preparv.irfd 'tirculHlccopjes ominutes oLnleNgaas, 93-23.Liai,ion 0.3.2.3.1— Serve sm HNGINEHR'S' finii4on Avid, CONTRACTOR; markM 1xin6ii.xilly through CONM*RACTQWS--Runhiintendrnt to assilllic.CONTRACTOR'in undasLandirtir the Conlynct Doctiments. 9.3.2.3.2., Assist inobtairt m froni3OWINER addition3l. d6ails or �inf6mlaiim . What ;rcquired for prorxr cxocutioh of the Work. 9:3.2,.*.3.3. -Adiisc tlw F41NEFIZ .and CONTRAUFOR of the onninincenient of lany 'Work, requirine a �� Itw,,in6, or 6111niiji as Sample submission if die not ", A irovgdby-Lh6LLNGlNP'VR- Ul 4 Rcvimv.of �llork _Rejection of DcfqdN� Work- 1pm!Lc�tion.%'and.Tests 912.4.1.. 'Conduct •ffie.!W&L'tip)r6eresstci,q'isiii,the ENGINEER in determiniripffiat the Work ms-PLO&Cd"Sjn — 9�2,4�3. Accbrn - * t- - paR%—VLS—Atzw—,mSmc—Cn mprcsentinii public or'other.apekies haym jjg. �wtipngvcr the RojLct rec ord the rcs4Ls these Lheirts'coons and report to the ENGINE M-- 93.2. Inte . etatiian .of Contract, Documents. Re t to ENGNMER when clarirt iiim's.and,internietatiorC% of the. Cantraci Dmuments are necded 2iTid tritrusiniti to `CONTRACTOR clanfwaticui.iind interpretation .of the -.Conlrict issued by qh SNONEEP 9J.'2.6. -Modifk2liarts. -Cdjesidcr .and evaluate . CONTRACTOR'S` ustiorm to %lb -I)OFTO RTOOL Ll M MODIM 6 1 IONS 00' .1 P nuo) ffiodification in Dvt%6nas or Spc6ifications'anj rqjcirtthese, reZdmml:rKtilio�s_tR�MjINT�.r-R: Accurviteiv tmm-niit. to ,CONTRACTOR' decisions imied by the ENIGINIIEER- 9J. 7-1.7: Records-:- q.12!,A,LzcpOfl�,, �932,§I_jumish EN NTER� a-.ql eriotic ref rL%,ns required, or the , roaresc_oC,ihG pLog%§5 scljtduti�anj ;schedule of she Drawing arid samDll Consult, with ENGINEER Airf 'advaii6e , bf gcheffifing milior, _test: ZTWcliomoi,stail ofinwortant plyises of 11 e. 9.3:2:83 Diali Pio6bwd'CImppe Orders and Wmkgi[cglite1C}wnges obtaining Lmukun material from 'the CONn-AUI'OR. and recommend to ENCitNE-r--R Change Orders; Work Directive �Chanacs aid. Geld 'orders, ,0:128A. Rer&t, uriimedkttel` 16 T-NiG INNE I-.-R and OXVNMR-the, mcurreiiw of tiny accident. 93j.�. Nvingfil Requests. Aevieiv applications for.riarment with CONTRACTOR for adnpliance with' the establisfi6d puicedure for 'their qubmkmn nrid-forward ivitlrecommendation to ENGINMER noting particularly the relationship of the rnavantnt redlilesiiLd to the u:hedule oryiilues work completed and materials and ruuiitment delivered atwdie site abut not iricoaioritted in the, Work. 9.3.2;10: , Corn pletion 9312. Ilia: Before Ei'GINiL•R. issues a Gerili6ic of Substantial C m`nletion svbiiiit to.C'O\TRAC'TOR it list of observed items reuuirine correction or comoletiom 9312.103. Conduct heed inspection in it e iuimpany.oldie KNGINHER, OWNER.:m 'CONTRACTOR ,anal; fwcparc a. Gnnl -list, of, items to be corrected or completed. 93 2.10.3. Observe thit all items rnr the final list have licen corrected oteilrrtplcied mi make :recommendlations ,to ENGINEER, concermna ncceptancr 9.3.31 Limitation of authority: The Representative shall not: 9.33.1. Authorii& am• devistitins. front the. .Contract .Documents. or acccitt any :substitute piateriais or ei3iri-np-ienS_0iess aiithon,td 'y eery ENCr1NFF:R 9.33.1. 'Exceed (imitations_ cif.. ENG1 NF.ER'S. autipnty as set tortli in the Cdntract Doouments.- 9.33:3,_Umlatakc.any_ of th or�spn sibihti s. of- the CONTRACTOR. Subcontractors or Cq\TRACTOR' S_superintendent 93.3.4, -Advise on, or issue d'u6L11q;is relative to �or-iessume control over=irry,aspeiit�of lh_z. means, :methods: tecIm crue sKquence%. ;ix•. procewlures for consiriictioh itlzss,;suqlL is specifically caller] forin the C6ntmcCDocuments. 99335, Advise m or issue directions regariiny;ur.ssunie bntr I�ivrr�sitty preaiuut ns uel frog ems,in ct nnzcuons with ihr Work. 93.3.6. Accept ,Shop Drauings or sample submittals Boni. anyone other Than the CONTRACTOR 9.3.3.7. .Authuriia 0\\TTER to occupy the Work in Svhole or in port: 9.3:3.5. Participate iri_specialited field or labniator tests or insttrctions conducted by lithe s except. as specifjwlli authorized by the ENGINEER Clai ictitionsand ,lnrerpretrilion..`: 9.4. ENGINEER trill issue with reasoriable primrptness :such ivritten- clarilcnunns 'br 'intepretations of the EiCDt:4E:.FA.4l. CO;`'Ul T1GNs ivi u�al I v9p ftw6ticri). H'f Q7Y fJT.PGti7 GULLl� V OUa7CetT101.51ftLV d2allllr requirements of'tie Contract"Documents (ire the form of 7hawings or otherwise) as'ENGMEER may adcrinine necessary._ which shall be consistent with the intent of and reasonably'inferable from the Contract Documents. Such written clariGcatinru and -interpretations will be bhidir on' 011r\ER .and CONTRgC'I(A. If OWNER or CONTRACTOR.ixlieve; that a mitten clarifimion or interpretation justifies fin adjustment in the Ccintrtct Price or the Corttrucl Tunes and the parties are unable to agree to the :amount or rrierll lhrrcoL if any. U\VNE$ or. CONTRACTOR may make',a wnuzn'claim ,therefoi as provided in Ariicle I I or A ticle 12. :4rilhoiized 1%iin;afiunsin JVurtr: NGIN. F.t!R may audiorim minor iiariations in k, from `the requirements of the 'Contract its'iv&h do -not involve an adjustment in the Price or the C'ontraci'Tirnes and are compatible design .concept' nf_ - the completed Project asa nF ; whole as; indicated by, the Contract its: 'these"may hr aicw mpltshed liy_ii'vield'Order I be hiridi on OWNER and also'.. on a T6R %i,h6 shall,perfciim_jlie Work involved If OWNER or Q0NTRACTOR IwIieve"s,that a 6 rjustifics an adjustment inthe'CmttmctPrice or 'act Timcs and the panics are urieble to agree as wiiount or extent thereof,- O1VhiF.R or ACTOR may: make a,writteri'claim therefor as in Article I1. or 12. Rejeadtig Defective li ork- 4`T'R will;have authodw to dis'tppro-ve or - Mich FKGTNFFP% Believes to lic dfectlde, MR, believes will not produce a completed nf6rn s tit dic C tract L)6cunlrn s' 6_ r that the imcaritv`of die desiau concept of the completed Project its a functioning %Yhole as lndicatedd. tic Contract Doeuniettts. ENGINEM, trill also_ lea iuih'onty -to requhe special inspection pr tzabiT of t Work.im provided in para>,nn& I3 �t,.whether or* not- :t Work is fabricnteil, inswfl2 or, completed. Shop Drawings, Change Orders and Pnivseurs:' ,9,7, In connection teeth ENGINE6R's aktihority a5'16 .Shbp,Dmwings and Samjtles, see parfigraphs 6.24 thrbugh 6.28 ifudusive. 9.8. In connection with ENGEQEER's.authorityyas to Charter Orders, see Artivles l Ci. 11. and12. 9 1. In connection ititli ENGfNEER's, authority as to Applieutirtis for Payment. see r1nideU4. Dederrinnorinii. fur Unrt,Prices: A10. ;ENGINEER veill dctr'mSne the acttial_yuaniities tail clussificiiiions'of :ilnit`'irrice.'Work perform_ud'by CO\'PRACTOR. ENGINEER will revieiv frith ( C).Nl-I ,CTCH- the HNUINHER's preliminary' determinations op such matters before rendering a written decision thereon (by rrcoiiimendaiipp or,an Alihention 0 0 • E 0 for'Payment'or otherwise); ENCi1NEER's tvritten decision dtc si m mlese utixr v a agreed ire writirte by.0\1'IvER therein will be final and binding -upon OkVN -R. nlri l nd CONTRACTOR CONTRACTOR, unless; within ten days:afler the date of Early suds decision cdlier OWNYM or CONT1tACTOR 41 ^_: 'llrhen functioning interpreter: and judge. under delners to t}ie other.and in ENGINTEER eaitten noiice of udraO[Hihs910'�aiid 9.11. ENGINEER will not show inio bctivc-en OWNER -and. CONM Article 16, of (ii) i f nii such Dispute R leas been entered into, a, formal protxi the,appealirw pnrtj• in,a&fmi i -of. corti ,ecrtiur ucfi`nghls or rtinieilie5 as the hive with respcet to HNGINHEF otherwm-c _agieed in icriting t CONIRACTOIL Such apptsl'will i ;procedures of paragraph:9.11, iUrci.ctom on: Disputes: '9A 1. HNGINE'ER, will he the initi to by or to in to the of ihee pf the clumges in'the Comiaa Price, or Cbottatt Tines will be refe re i initial)} tp RNGINFE in ivrihng wide a;request for a Wnlal'.decision in accordance with this paragraph.. rItten,noficc of each such claim, dispute or ;other matter will lr d.hveied by ilic elaunani to INGMtGR and the, other, party• to; the Agrcppicnt promptly (hut li» no cycni later dian-fli rty days) alter the -start of the pccurrcnce or- Oi nt givir?g rise theietq..and written supporting data .will hi subniilicd to FNGINIiFR and dtc othcr..party iyithin, slety'days after dx stmypf st*Oi occurrence or event unless FNTGR,MEER allows anaddltionilPericid of timeCor the auhnncsion ofldchtiotinl.or more accurate date in support' ,of -such claim, dispute or other mgtler, The oppo�sBtggnrty shall submit anyrespoase to: ENGINEER and the claimant 'within thine .days after .rcceim, of the`.:claitnanfs last 'be final and'I unless: (i) an :procedures set forth >m E.Vi113lT, 'GC =C "Dispute Resolutiuh AAreemenl", entered into between OWNTER anti 'CONTRACIOR-pursuant. to .Ariiele16, or (iij if no such Dispute Resoiuiion.:Amiiinent has(been entered into, a vinitm notice or intention to appeal fr6ni UNG1NECR's. �i`intttn decision is dlaGeicd by OS _R or CONTRACTOR to'the other and to ENGINEERZ within 'Ihuty ilaysAie� the Date of such �decrsum and n.'fomial procee-prig is, instituted. by the appealing party in forum of competeril jurisdiction to exert.tsesueh rights or remedies as,the appealing party may, have witli icspccl [o such clailii; dispute or other matter in aecardande.with applicable Laws and Regatlationsl within sNty ' days pf ihe,dafe $f:sucl EJCDC ULNh't I; CONDITIOl'S 19i WittME(btiml w/U lY OT F01tT.O6LLIN5 a itDIrq C' A'I 10N3'1YL'V •171aUa) .9.13. Liniirntiuns.,oil Lit\VINELR's.Authtirili! taint Krsnnnsi!>tlirirs: .. - _ IJOCUMCM 91133.'1 NGINMER will,not -be respookit)1e:f'or the nets of ooiissiom of CIONTRIACTOR tx of ,any, Subconir lctor, tiny SuPPltzr; pr of anwother perscin sir organization ,penorminc or f im sh ng any of -the work. -9.13 a , 6NGM I:R's review of lbe einil,Applioalion for Pavment'and acbompanying•documenlation and all maintenance and operating instrucliom schedules, guamnites.IIpnds aridcertiGcalcs oC:inspeLUnn test "I and upprovals and other documentalioarequired rq be ,dierequcrenteitts,of, noel in the case'of oertaGcatcs of 'inspections tests and' approvals that the results eertilied tndiafe waipliance with, the Contract 1)6i umcnts. 97133, 1'he :limitations+ upon authority nod rastx resit it ty set fi idt'in this panternph 9.1 :.shall also apply to •CtvQiNEr- G'onsultants,, Resident Prcjeel Repr"esentsilirg and assistants: AR1:ICLF.10,CHA,NGES:IN THE WORK 10:I. Without invalislating'the Agreement and withoul '.notice to am• surety. O\\'iv"ER1uay.`at u66 time or from .time to lime. order a litiorts. deletions or revisions in the \York. Sigh additions; deletions or reyisfiihs •will hi authorizes! bva Wi ittenAniendnenL a Chanae.Ordrr, or A Work Cbi ..e� Directim llp'on receipt of any such- dx mrem CONI,RA(JOR shall tiromptly proceed 'die -the Work involved i6ich will be p.alormetl under die ,applicable coriditidns of the Contract IDocumzrats(esccpt its 10.2. If OWNER ,amd CONTRA ure -unable to agree aa'to, the extent, if any, of an adjustment in the, Commet Prig or an adjustment of the Contrtet'I'iines that should be -shouted as a result of a Work: Change Directive, a claim maybe made thcrcfor:is provided in Artictc l ['or' Article 12: 10.3• CONTR.nCTOF`.shilll not he entitled idan increase 'in the Contract'Price or•an ittension of the Contract T ntes- ivith regxci to any\Vork,pLifomacd that ls rrof reifuired by ,the Contract Documents as amender. modified' and suppicnicntedas pmdidcd in parag ohs 5 and 3.( c�cticpl_ in the case ofnn cmcrgcncy as proytdcd 1n paragi5ph6.?3' or in the casc of urildwering Work as, prot,adeclin paragraph 13:9. 10A.. OWUER and dZONTRACTOR _shall e.�ecutc 5pproprinte,Chinee Orders recoanmeinkd by 6P:G ,N -ER (or Written'ilinendnaents)'rz)vering: 10 4.1, changes in the Work whidt rtrc'(i) ordered by OWNTER pursuant to paragraph 10.i.,(ii) required because ,of acceptance. of d facrive Avork urider pamgrat Wi-1, 13 or eorieedug defebfi \Vgrk urkicr pamyralih 13:1 q, �r (iii) agreed to by the lean ies: 111.4.-'_: chanecs'in-the.CcmtractPrice or Contract Times which are agreed'to by thep trues; and 10;4.3. changes, in the Contract <Price . or Contract, Times,which emh'otly the_subsumee.,uf.any dTiuen decision rendered by ENG11`tEERpursuant to parapaph 9.1 I; :providedthat, in,lieu of executing any such Chrin e Order: .an appeal_may be taken from any such decrsaun' in co :acrdancetmth the pruvisaohs or the Contract f)cx.uments .anal applimble`Laws and Retrdhiliorts, buLdurang any such appapperaal. COirriz r ToR shall tarry on 'the •\Vork and JlAeie to ' t ie pro it schedule. as provided . in Paragraph 6;29. 10.5. if notice Of any charier affecting the general scope, of the WailE or the provisions of the Contract Documents; fiJCU(; (i6:Fk:ft,'11; c6N[iliti)Ns t'li a;; 1 t Y90 6�riun). NI C37Y'6P FORT C6LLI NS J16611,1dT16NS (REV 4,70011) (indudi»c but rice limited to, c:`ontrrict Price or. Contract Times) is r, yujLA I by the provisions.oF any Bora l to be given ton surely),, the giving of any such nelice 4ill be CONTttAC,TOR's reaponsibilily, and,Llie amount of each applicahle' Bond will be adjusted accnrdu gl)=. AR'CICI.Ni11-CI-IA\GG.ON`Cbi\`TK,\CFI' OUC.F- 11:1, I hc, Contract 'fries constitutes the total Sontiicrlation (subject io authori7cd adjuSuncnLs) payable to CONTRACTOR to('I>rifurniing Uie t6rirk Nl;,llities: reslaonsibiliticsand_obligations assigned to,or undertaken )T by C RACTOR sfid hx at Cr(.*'' AC1'OR's erlrcnse lvithiiut change in the ContractPricc. 111.31']'he Contract, Price niaj• only be changed h.y Ciu,nge Order or by a-'W6ttgni\6cidnicoi Any'elaim ror;an adju5tin-am in the'(torunrd Pax shall I Nsed on tvrittcnnotiee delivered by dw izatty_rnakirrg dre clairn`tn the bitter `patty turd to ENO INTEER prompdy•(liur it no event' later under thirty ;dabs. 'after the Start of the ocourrenca or event got ing,ri'sz'to die claim and dating the genera[ rtature, of ilia cUini,, ,I uie of the amount Of dit claim .with 'sup riine data It be delivered withinsixty days, ater dab start of such bcetrrreare, evens (uriless 'FNTGTNTFF.R allows additiore,Ltime for claimant to suhniit additiorml or more accurate data in srppbtt of ihe, claim) haul shrill be accompanied byclaimant's.teritten statement that the adjusunent Ltiinrd c8i'ers all know amounts co which the claimant is eniialed us a .result of ,said occurrenr e or event. All claims for :adjuslmcrat in Ahe Contract Price shall bi determined by CNGMEER in accordance with paragniph9.11 if OIVNGR and ( oNrRALI'OR ctumot otherwise agree on the amount involved. No claim',for art,adlustmem in the convect .Price will be valid if not submitted ,n'aawrdance'ivith this psimgraph 11.2., .. - - 11.3: The Hlde.,of,any Work Levered ,hy a Charier Order or of any claim for an adjustment¢, the Contract .Price will be determined as:follrnvs: 11.3.1. where the Work'involved is covered K urrit Iirius contained. to the.. Contra et lha.uments, by apphell tion of such unit prices to'the,yuantihes of the items in olved (subjq& to the pnn'rsions o6 '23 • 0 D paiagj.aphs, I 0I through 11-9.3, inelmive); 11.3.2. wfiere the Work involved is not r6v-Li6d by unit, prices contained "in the Con'lnictbo'cuments, byltri mutually ugico& liayment Basis, including' lump 1p's'um' {which mayinclude it I n '.. allowance. 10 overhead and profit :not nece'ssaril y in accordance Aviih piagraph H.-G.2). 1 ).3.3. whurothe Work involved is not covered by unit, contained " *Contra'Cit- DocuDocumentsandpr heq-s in agreementtoit lump 'su'in is 'not - reached "under paragraph 11 1-1 on the Nsis of the-, Crist of the Work- (determified as provide&in pat-agniolis 11.4 and 11.5) plus a CONTRAffoR's Fee For overhead nod profit (dqerm,iocaasprovided in liaragraph'11.6).' .00.51 of the Work IIA The icon Qost or the Work, means the sum of A tcusts necesSaidly-iiiZxii-red and paid by 00917RAOTOR in IN ryrppq performanceorAe Work. [ixqept a istbinvj'se _ �2 1 be agreed to in writing 1ry'OW14EN, such casts shall n timot. I Lnits! no higher than'thosi prevailin.;, i n the 10 ' cality, of the ilr6jccC.slisll include only - the tnjimvihg iterriland shall not includc;nfiy�* of costs itemized in o :P,aragra'ph,1 15' Pi 11 A.3., Payments made by CONTRACTOR., to 'the .Subcontractors for Wink' perlbrmed or'lurnished by S6be6. nitneics, If required by- 24 EJCL)C'GLNUU1'CONDiT10NS i911?4 il!) ')0 EOGM i. 0 shall obtain congvOive- bids from acceptable to ' OWN—Ek ' and an , d "I deliver such bids to ],thein 1cmiik vrith the advice ch any, wilfbe a'cceptie& If as I 1 .4.4! Costs of .9;e*cial oonsultan�q .(including'hift tint limited to e . pginccrs, :architects, testing surattorneys �a 'veyors, tin . 1 .1 ;surveyors; I . iiccouhtant) employed, for scrvii:eg �ificai,ly'. rClaic'd .6 the WLYk. no the following; 1)1.4.5.1. The pin . Portionor necessary.trnnsp6ot2tion, traveLand subsisten6e 6qienses. of ("ONJ R - A( . TOR's -employees incurred-' in dischitige of duties 6orthZ&dVvith'the Work, 11 A.5'?. Cos; Andudirig,foinsliSirtation 'and 4tainterwace: or pall Mtiie4als, 'sul5pliisr equip ment, machinery; appliances; -office and temporaryfhcilities tit the site rind hand Aofflls',h I ot owned hythc w6fkem4hich Arc consumed in "the fcifor1uancV:or'thcW6rL and c& less market value. 6 ofsuch 'itenva tried but n6tconsumed which rellininc rorcriyofC011'IrrRACTOR.- oi similar taxes TeInted- to 'tlia Work:And 'ti)) 'which 'C'614TRACfOR,is liable: imposed by LuvVs iind 11.4.55. , 1?erdsits'. lost. 11 or causes other than nee CON7RACTOR,*__ 'any Syticantruct(ir or anyone dini&ly or ihidirectK, employcd,by, tiny of tfitto or'finir iVhoseacto;_ain'y ,m of them ay,be liable, and royalty ly6lme'nts and 1&s for permits.and licenses. 11.4-5.6. Losses and Aamanes (and related C\Pmw),caused li), damage to the Work, not Compensated by insurance or oihmirise, sustained hi• WN rNACTOR' in ioii Lion 4ith the I I Co . C� lierl'ormrmge and furnishing, of die M losses and damages vvithiri the deduelib of.property insurance: cslablished by C accordance with pamgrupl5.i)• pros have resultcU from causes other nmliaence, of CC)NTHA(:'I'OI Sulixintractar. or anyone directly 'or 'employed by day of them or for whose them 'mav be liable. .Such losses sh st;ttlemerrts made tvith'the writiL n ci approval of OWNTA N6 stich IM' W CON'TRAC Ms fee. It however.,any such or &nmee requires' reconstruction C:OltrlRAt'L'Og inh3 is placed crg'c the CON11;tACf0R shall be paid for saivicw•t proper ioi itc to th t stated in paragraph 11,01 115 5, Costs due to the neetigence, of CONTRACTOR_ :any. Subcontractor_ca anyone directlyeor,indireWy employed by, any of them orlftir whose acts any of them •may be' liable,"ateluding but not Iinriteu to. the correction of ikfeerne 14rork. ilisposal;ofmatennk ar:equipniem %iToinely supplied and rnu" guod any damage to properly, 11:5.6. Other overhead or general expense •costs,of airy'kmd and the costs oC�ariy'ilrm not speeihmlly and e�rrc.� iri It ded in parag iph'l t . 11.6: The C:ONTItAC f(JR's fee aIIdive d to CONTRACTOR for uvcrheirt and' prufa shall be determined as folio}�:4 °fee 11.6.1, u-niutucilly;ncceptable:Eed fee'. or 11.45_7-- The cost of utilities, fuel and sanitary facilities at the site. 11.4:5.8. Minor cxp6iscs such ;as'tClegrams, Ion&;distance telctihnne cills, telephone seAce-at ihc'site, e�presssagc and. similar petty wish items in connection tvi ththe Work. I I A.1.9. cost orpreniiumsfor additional 13onds and uuutance r64tiired bet:ause of c}_ianges ui!ilic. Work. h 5, The term- ostof the'1Vork shall not include any of f}te following:' costs and other compen4rtion of at the site or at CUNt'IUu_1Utrsrpnnclpal tr a branch OHICe for ga»eml adminisgation of thelvork rand not sl,ccihcnlly included 'in die agreed upon schedule of 'job classiftcafi6as, referred to in'. paragraph I IA. I or specifically covered by ptaaemph I I A.44ulf pf which ate to be considered a&iinislYalive costs Covelril by the CONTRACTOR's fee. I I S.2. CxNnses ,of .CONfILyJTOR's principal and branch offices other than CONTRACTOR's office. at the site. 11.5.3. Any, part of COi\TRACTOR's .capital expenses. including, interesi on CONTRACTORS CU ,ital. emploved ,for the Work- and charges against CONTRACTOR Inr,JehncNeriCPayments: 11.5A, Cost of premiums foi.all Bonds and for;all insurance whether or not CG%TTRA(70R is'reyuired by tt' Contract Documents to, purchase and maintain thesame (except for thc,ciw of pminiums e6vered by subparagraph 1,1.4.50 above). EJCUC; UE:±HRA1. CCi;.'UIl1Uh'S 1'lI lIS t l'J3a dt5liun qt Lill' UP PORT IXtLLI NS \fOUIIIC?,TIONS IRliV •L21NIa1 11.6.2. if it fixed fee is not agreed'upon. then.a tee based -on the folfnwine perecntages of the various )Xrtions'ofdic Cust of & 1Vork: 11 t 2.1. for aku% incurred under pnragraph;l a..l and ] ,:a,'the 1'OR's fcc shall be tiliecn percent 11,6'2 .for costi :incurred under pohigmPh 11 A.3,.dw CONORA..CTOR's.fee shall be five percent; plus -it tee. and, no, fi intent: of .paragraphs 11.6.2 is rhal, the. r more .tiers of ofCoat•nFthe work is 5greed upon, the 11 a 2, 11.4 3° and ractor who tictually 11.6.2.4.. no fee shall be pa}able.on die basis of cists'ilemimdnde ur; paraemphs 1 -4A, 11.4.5 and l I.3. I I A2.i the amount of Lredh to, be. allowed bS' CONI'RAC I OR te'OR?NER for an),change. which results in a net' decrease in cost will be the amOtl it Of the aclulil net decrease in cast plus a dttluclicih in CON R-,%CTOR's lee by ari amount equal to five percent of such net dec7case; and 11.6:16: when both.additiohs:and credits are involved in any one chaiee., the adjustment in CONTRACIOR's fce,%haffl be wmputed'ctn the basis of the net change in acconbrice, }w th para� aphs l 1 6::I- thrtiugfy 11:6`2.5 In lush c. tl 7; Whenever the cast of' any 1Vork is to :he 25 0 • 0 0 detgriitin d_ ,pursuapt to ;para rpphs-1 l;4_ +and I l:i,t Cb\rfRACTOR will esUrblish :tmd mH' twin records thereof in accordance with generally accepted accounting ;praencas and submtt'in-Conn ncca.•ptal?le to.ENGIISEGR,a_n ,itemize) cost breakdown iu;ethei wiihsuppi�riing dais, Cusfiaflbaances 11;& ffisunderstoodthatCONTRAITOR'hasinclui_ d or the COmmct Price 'all allowances" so Named in' die" t onto ct'Ducumrnts and'shall atuse' tha Work'sn cottired. to be Curn s1 ed and ;perfunit Cor Sue sums Us may,_6e acczpthhle to OII NE'R acid HNGINF%_R CONTIZAI :1.OR ;agrees that: ILL. tic allowances include the cast to CCtNIMA CrOR{less _tiny applicable trade 2listtnnts) 'or materials and equipment required liy''the,allotvancca to be delivervdutthe site.•.rmd all apphoublelascs;.and l] $ _.-CC NTRACT0k's costs for unloiriding ,and handliitg;on tie sire; la6rrr rnstatahon co'eLc, piterliead, prn(t and other expenses cr ntcmpla' eel lbr tltc allowances.have been' included_ in tie Contract I rice _ and nor in the :alloimces and'no demand 1'or zdditioml paynient:on account or any ortx.'torcguing Will h6lValid- Prior to fired, pat inent:`an appropriate Change Order svi ll be issued as recununended'hy F'NIG)NI.8R`lo reflect actual :amounts flue CON'CRAC1.OR i3n,account of 1Vork covered -hy a1106inccs, -and .the Contract Price shall bc. 'Correspond nijy adjusted. 11.9: 111ii1 Price 6Yortii' 1.1.91. Wgrcrc the Contract I- cuffs nts ffovide tharall o pati.M'-�tte Woik'is to be Unit.Priee'Work; .initially' the.Contruct Piice..will be. deemed to include for,ail Unit Price Rrod_,•nn:amount equal toahc shim of the. estahlislied unit •prices for each selinigtely identified 'item.of LHt Price Work times the estimated quantity ut arch stern as cated 'm ,ilia Agreeniaitt.. The estimated quantities of itches of Unit Peke Work are nor- guiriariteed and nre solely Aar the, purliose of companstinofBids atiddetiimi inLaninilialContract Price. Deteminatiorts of the actual quontities.a_nd c.l ts§iGudionis : of Lint Price I.Vork performed by CONTRAC'T'iiM %gill be miide by X-iJGiNT IER in accordance with paagraph9.10. ' 11,912. Each unit price hill be deemed to. -include an .amount considered by CONTRACTOR to be adequate to cover CON-FRACTOR's overhead and profit for each separately idznliLed item. l 19, 31O o'Zft or (C)NI'RACTOR ;may, make, n claim for an "ailjustmeri .in the Contract %trice:.tn .accordan'66n•ithNt2c ll iI: 11J.3;1. the quaniily orany item urUrtit,Price, \fork performed 'by 1CONTRAC'rOR differs, materially and significantly Gom the .estimated, ggiimiiy of such item indicated in the ,!4eemcnt; z6' EICUCULMILAL CONDITIONS: 19I0-11FJ9U Erb uml• n0 ran OrF•0kT COLLI NSUODIF1CAT100 iALV-Id(JU)) 0 and 11.9.3?: there is no corresponding adjustment death reSPegtto any'oiherteni of iVork; anti L933. if ',CONTRACTOR Mliei'eg that CONTRACTOR js • entitled to an .increase in `Coniraci. -Price as.a rdsuli of h ving incurred iadditional cepense .Or OWNTER believes 'that ONhER is entitled to a decrease in Can tr cl.Price end tie ;prirti are unable to aiiee as '.to the .amount of any retch increase ur decrease: 1119.3.4. *CONTRACTOR ncknowlcdaesthat tne'O1VNER'has the right io add or'delete neuas in -the Bid or chanec quantities at OWNER'S:sale -tGxrctian without affecting the Contract Price of �anv. remaining .item so limp, as. the deletion or ;addition does not eNceed tt+'cnt •-five periocrit or the original total Cintract Pricy RR'fIG:1 N t2-GFIAAGE;C)h'GQN'I'R,\G'I''f,1114F:S imcs,(or Milestone3) may Only be Order' or tt Writt&i„Antcndmcnt: slmert of the roritrtef Tunes'(or szd on ivritten notice delivered by claim' to the other.. party rind to (hut ,n ctcnl later than thirty ice of tie cvutt giving rise to the neral nature of the' claim, 'Notice iiin with sulip ring data shall'l c la)),s offer such occurrence (unless itl'tianal time to ascertain njOic oh of the ,clam') and • shall be ianrfies tvriiten statement that the hci 6ntir arljusargeni to which'the behei•.e it is entited as'n'result or No claim for an adjustment' in the Contract Tinies'(or Nfil hones) twill be 'alit ir_nd subniitt tl i i aecvrdance witht}ierequirementsoflhi5poragriph 13a, 12.22 Nllanc'lunits stet4l in the.Gontnret Documents. sire .orthe elsrnce of the Agr2 inenL 12:3. Where 7; an -is •prevented ,Gom µ'itun .the ,Contract beGond the control or to within,the control of a Subcontractor of Supplier shall he .deemed to he dtilays within the control of CONTRACTOR. 12.4, When CONTRACTOR is prevented 'Iron icontpleiing any part of the Work within the Contract Timcs (or 'Mdestincs) due to. delny beyMd dtz control of hreb OWNTER and CONTIZAGTOR.- an emersion ;of the Contract imes.(or Nfiilestones) ai an amount'equal to die line lost'due'lo'such delay shall be C_UNURAC'TOR's sole :arid e�clusicc remedy for such delay. In no event shall LONER be liable to CONTRACTOR, any Subcontractor; , .any, Supplier, any other 'p'ersomorroritarim ion,,ur to any Su` iv for* employee' or .agent of tiny of thdm; for Ja natirs arising Odd of or resulting frortr:(iJ delays caused -hv or'.within the 'control of the CONI'RACI'OR, or (ii) dclayts beyond the control of both parties. ind'udbi& hot not luntlril to, fires, hoods xpiden ic�s. abnornnl weather conditions, acts of God or sets or negleceby utditpo(vners or other contriiclors'perform ing other wort, as contemplated. --6t"Artide 7, - ARTICL13-'1'UMIS AND 'INS IP]X 1'IO}S; - ;ORRECIC TION, REMOVAL Oil A(CEVI'ANICE,OF UT -NVORK 0.1, ,Voiice ojDejewv: erompt notice ONO defectve Work,of which OWNER or IFNGINF.'ER have, actual knowledgB will be given ;to CO\TTRAGI'OR All, defective Work may Be rejected, conGctcdorau cptcdas'providedin'thisArtelc I^,. :Iccesss to Work.,. 13?., OIWL•R LVGINEER .LNGINEER's Caistdtams; other representative and personnel of OWNER, iitt4 p_endenhtest ing Ibborntorics and got cnuncntnl iagnncics wpth,turisdicti_orsll 4nfercsps twill have accm to Ott Work at :reasonable -limes Cor ;their observation `inspecting and tesivag: CONTRACTOR sftiadl provide them }.trope[: and. :safe .conditions Ibr such seem and advise then or COINTRAGTnR's sitestfgt} procedures and proet'liins so 'that they may comply'lheretvith as applicable. ,Testsawl lnTectioirs:; 13 3: CONI-RX-JOR shall give DUNCER timely notice of readiness of the: Work for all required inspections, .tests Or approvals, and shall cooperate with inspeUton'and ilestiiig personnel to facilitate required inspections or tests; 114, Co\\,NTER shall employ and Tray for the services of .an independent testing lattoratoq• to perform all Ins pe tiphs, tcsLe, or 'a pprovals`requQrd b'y'lhe Contract :Documtntsexcepl: - 13A.1, for inspections; tests or. approvals covered hyparagraph 135 bolo[}: 13.4.21 that costs ncurred inconneclion with tests- or-inspecti6re; conducted.ptiont to .paragraph139 EJC UC: Vi•.nERAL CGNJIT10N!S 19l 118 69 Q E16141I xV CtIY Oi° f•ORT COLLI,YS \IOUt1aCATtONS (Rh'V :12(NIIn below shall •be paid 'as provided in 'suite pamupnph13;9:.anti 13141,m :otherwise sp cificii1jy provided in the. Contract Documents, 13 5; ' If taws or Ragulationg or urn• public both hat,inp jurisdiction ragtlue any Work (or P'm tlicraoi) sprioitically to be inspected, tested or approved by.an employee or Whir repro niulivc of such public bad} C01WP.AC rOR slid] assume full rospn sibility 'Cor anal La L' and obiainint: such hispections, tests or approvals pity all costs �m connection. therewith, and furnish 'ENGINYPR the required certificates of inspection. or approval. C0N i4AC TOR 'shall also Liz responsible for arr:rneia and obtaining and shall pity all cxLs in connection ,\i itb uny insprc&ons.,tests or, approvals reiuired FWOWNIER's and E'NC,INFh'R's accepumc of materials Wc'qulpmcrtl to be incorpuruted in the Work;:or of m,ilefials, mid dewgneL or egwpmcni .suhmittcd for approval prior to CONTR.1C7OR's punhase thereof for incorporation in the lliorkr 13.6, It any46rk. (or the "work ofothers); that is to be inspected;, tested or approved `is 'covered by CONTRACTOR without t(Taten conctrrrcnce of 6iJCIlvThh'h;`ii"mus if rcqu5ted by FTgGINEF'itt_ be unoovered for observation. 13:7: lincovding Work as -provided in paragraph'1'.3.6 shall IV I at CON'I'RAGIC4R's ea-pense unless CONTRAUOR has gt(cn ENGINFER tiiticly notice of COVTR,XCIOR's: intention io cover the same and 1 NGIN_Iz has.not acted with rclsonablc'promptncs"s.in response to such notice: Jlneoyering Work. - I ,S; ICanv Work'. is covered contiary to'the written request of ENGII\TEER, it .must, id regumed by ENQIATEEl2, be unenveied tor'LNGINEFR's observation and ieplaced at C0NrrRACT6R's eeptnse. 13:9. If F.NGIIdF.F.R considers it ncccscnry or advisable that covered Work be observui .by li!'GINTL'ER or inspected__ of 'tested by otliirs CO' WRAGTOR, at ENGINCER's requtst shall uncoi er, expose Or Otherwise make available liar observation, inspedirin or testing, :is ENGINMER •may rcyuare, that portion OC the Work in question lornishmg all ntxessary Tabor, material and equipment If it is found that, seethe \York u-dlfecliv. CONrTRA(,fMk shall pay all oluinls. east}, losses and damages caused by, arising out of or resulting from such uneot'crifi- esposure, observeLion, �insT ctiun and testing and of ,mfslnetort replacement or recortstniclicgt (including but not limited to all costs .of,'mpair or. r' k `'ent of.wnrk oC others), and'( AVN,,R shall _be entitled loan appropriate decrease, in the Contract Piicei arid, if.the parties are unable to. ggrec us, to the amount thereof_ may make a claim lnarefor ati provided. in Article l I_ If, however. such Work is not. for id to be deJecln'e C;6ltv'I'KACTOR shall be allows d an increase in the Coract ntPrice br an extension of the'Conaact T._imes (or Milestones), or bot15 'direcdt' attrihufnhte' to such '27 LJ E 0 0 ^Uncoveiing bbs i , irvsrtclior� te�tin: qw,ksure, a ervalion W6rk, rehufting therefi-&jii) has , b&-n ' �orrekAecL plactment "r , x] the pariiit:s.are removed or'wplaced under this.rtaragriijih 13.12,-the unable, to agree -as to the amount or extemt thereof,, corrciun period hereunder h respect tosuLh Work Cmat H claim tbcreT6,r,aei; - provided in' twill be� cxivit ierded for -an of, ine-y-ear Articles I wand 1,2. iiyu 'v6ar ' alter such correction or,- removal .and replacement hriki hein sh6S'rdEtor6.6m6I6ed_ OIKARAhiry Stop thie' Ikoik 13. If). lithe lVork is liefec-five, Ci cbwAcTok uii lo.supplv'sufficiwl skillet! workers or suiiable mai'tC'iiblS'W 13.13. If itead'ot rNulrulg correction or. removuFmid •etjqiprqi it. gr Cacti to famishfir pirlmnllhe XVork in such ii, raPlucetnent or deferdiv Work. O1,VNT_R'(and_ p�ior ki ,wq that the compleli;J'VVA will wnf6rru to hie CirWikt WdNEFIZ's rec,t3mime'ridatio'n, of finial'q`my*n*iLnL als-) Docuffiewk. OWNFR iniv sto' I iN G, I N1 EV, R) firerers to accept it, O1VNXR may da so. thu Work, or�uny porIiun'thmof. until thecausefor:hLicr, pay all claiim.�.,eosts. losses kind -oMeT'ha-'hccn eilimi`naled,'hoievcr, this ri6i'81' iAVN11VR diniiig4ii"Annii.mrible to, OWNER's, evaluation -or and 46'slioj) tbC',\'iork.shall noi jive rise to any', �6C bwNgkto i\iruise this Tight _rzjr' CO�_,MAC'Ibk or any suety -or other part i f:orheenon - or R twi o va I of I? efeed I -el I Ilork. 13.12. Cohrectibn PeHod: ,1312.-I,jf within one-veg Lv�j.ynrs'irtcr the . date of or M as proVule(l in Article I 1- J14IhL accept such recommerjali6n, rin"apS-6irriatc an :6y CONTRM;rtjlZ,w OWNER ' OWATi? ,Ifqj! Correci bife&five .!Vork' I i 14. ir com mAd'rowrnlls Nvith'in als.an, Wurlc is,lourid lo'be 'lot - lia I] Promptly,iffiout 6w %x dof Ind in acw"nce wifli I QAVNTER's n�rillicrl thi! (i) PorTeCt such dete't-i.A-e'Work zor, if it has COT by OWNER, remove it Il'bili the sifc and OV ith Wort- that is hot ik'kctiiv, and' (ii) the Correct or remove and reiflace')Inv dainage, Sus ol'such instructions, or- in: an Would cause wi-jinus r a -- or V%VINLIcinky iinvepe tiewinle wom-correcica or me (j rejected Work reinovcd 'imd TtOIHCed, and 'HII ClFuffls,' C) ecuis; lenses -anti dania-ges cnuscd by or resultirIg'From n: such removal and 'replacenwnn (including but not cc limited to all costs of repair.or replaceiiiefit Of tvorl of 6 others) will be y�id by ":CONTRACTOR eX cli 1112.2. In _qfx-661 cificum-.4ances where a lWirticular 6 item -uf,Cq63l:am:n1 is pM6�J in. conimuous.sen,ice Ch before Substantial Cbmpletiori'dall the'Waik the be correction period , for, Lfiai ifiim Ina-y stun to ., run IT6m Fi . n G earlier date if so,provided -li 6r by. 0' 10ritien Arr*indrnent ct th 1.3.12.3, Wheic &ferfive %_Vork; (and damage to other as EJCD C-OLA—YALMINNTIOP-2, 28 . UlfI � I � 1. i LI.1 %I TY OF FOR f,C)OLLINS NIODIF16.1 i6ilS atEv'-idwo) IM i .sithe Work-' all mater te; or for 'ii'hich DR- btit 'whidi are iIZ shall 'Ik' R Mv s. agents and employe, and ENGENM I iccm to the"site to , ghts�and remedies uridej lopssesand dilnll!&S'irlcL xLielslng swch'ria is a it CONTRACTOR and L n[I the nec6sa a at the: to NI I by I be wi [I the and damages dill iticlude but not be limited to all costs, of 'repair or repinilemerd of work of others destroyed or damaged by _correction removal or replacement . of CONTRACTOR~ c7;feak Work. CANTRACTOR:shall not be allpwed'an extension or. the Contract "Times (or Milestones-') hecaLse of, ant delsv in p rfiirrnance nf"the Nord attributable to the exercise by OW1viER of CM NE.ws rights ar cl remedies hereunder. ARTICLE 14--PA17iEN-TS TO CONTRACTOR'AND COMp1xnw Seltedule pf Values 14.1. The wNdulc of values established as provided in pamgeph'_:9 w ll scn'r as the basis foi progress rmymltmts and will be iixo po atcd info a '(Dint of Apglic tion for Payment acceptable:lo E\'GiAEEI:. Proueispayments on accdunt of llnit Price 11'nrk tvtll he based onthe number iif lunits 6ontpleted. _. Applimtion forProgresc Papinent 14:2: At least twenty days'be-Ime the date estabtisherl' foi 'cilch progress paymcnt_(Imt• not more often than_oiice a :month); COIN'TRACTC)R,sltall submit tip LNG1NGLR for reirwi an Application foir Ijyment filled oul:and signed I)y CON I•ILAC TOR coVenng the Work completed,as of the -date' of the Applcation and accompani1.ed by :such suppoiting documeraaiiM is is required by the ContmcI t7ocuments. It pnymcrit is iequested on the basis of materials and equipment not incorporated in the, Wotk but delivered and suitably _stored at alit site or at another location agreed m in writing the Applicatiofi fur Payment shall also be accappnruedby a bill of sale, invoice or other d6eanientation warranting thin axxwm. -fias ie(;eivcd'ihe ,materials and cquipmerit: Gee and clear of.all Liens and .evidence that.Ihc maletiatc and Equipment are covered by :apprupriate',property. insurance. and other tnram,ements to proteG UIVNEIZs merest therein. III] of whioli wdl be •sntisriclory to Q1h-NER_ The amount of ret.?inage with resneIct to mo¢ress,mvmenis will be as stiuulated in the. el se . CQATR4CTOR'a IYcuranlyufTitle. 14.3_ CONTRACTOR"w irmntsiand.guamntees, tfiat title to 'all Work. materials acid equipinenl covered -by any .Applicau6n for Paymient. whether mu)rporite l• in'' the 'f'roject'or not, will pass'to OWNER no later ifisn the time. of payment Gee and -clear of all Liens Review pf.4pplieatioas fur Progrsw Paynieglr 14.4. ENGNEER wilL widiin ten days.aflcr receipt of each. application for Payment: either indicate'.in writing n IJCbCQQ,)2KALC0,a)ITI0N+ 1916-S(10VatE[itnl w ©TY & FORT COLLI i1S MODII-I CAT10N3 d21iV .L21HIa) recommendation of rmym'ent and present the Application to OWNER, or return the Application to CONTRAGTOR .indicating in WTiling ENGINEER's reasons for refosme to recommend'Payment. In the latter case, CONTRAQ OR. niuv, necessary co make the rrections=and resubmit the Apphcnumi Ten d4vs after liV enthtimi of the Applirrtiun for Ptij7nent to''Cil1ITER with LNGQIEER's recommendation: the amount recommended will (subject to the provisions of the. last sentence of pantgmpb14.7j become dui and when due will br psid by OWNER.Io CONTRACTCIL 14.5. FNIGINf:hR's recommendmion of any payment requested iii an Application kii Payment, will constitute a representation by ENGINFER to OWNER; Lased an HNGINNFR's on ,site Observations of the executed Work US an e\�nenced and qualified design professioaaland on HNGiNHER s review of the Appppllcaii-on far I'aymcnt•arid the ticcompmyrng data'and'schedules.,thatto,the best of �ENCilld}•QR'sknotvleduc, itifpm)mion and bdictr 14:,M, the 'Work has pnigressed to the point indicated, 14.3.2. the quality of the Work is generally in to or upon Suhsthilital Cotnplciian y subsequent tests called for `tit mcntsiljo a final detenninationof ficatici s for Unit 1 rice 14.513. the conditions precedent to COONTRACTOP:s being emitled. to such payment appear to Iiayc heiih fiilfilrcd iresolig as "'it is LLV1G h\T:ER's responsibility Io obsme the Nork'. However; by recommending any .such payment DIOMTEER.:rill irmt tberebv be deetned to have represented that: (i) eKhausiive or continuous on -site aisjxclirnts have been made. to clivck.low quahty`tiiahe quantity of die Work" 'hE-ond the res7i6nsrbilmes specifically assigned to ENJGINGER in .the Contract Ddcumeins or (ii)'Ihat there -may not be other mutters tv jsWes •between the parties that niigJtt.. entitle CONTRACTOR to he road additionally by',OWNTdR or. entitle Q4VivLit to withhol l payment to CO, TRACTOTc 1.4-6. :ENGINEER's recommendation of any payment, including:timil payment, 3hallmot mean'rhat ENGINEER .is responsible for CONTRACTOR'S means methWs; technitjues, sequences or prouuedures of construction, or and Regulati6ns appli6ble to the Tumtshinn or. performance Of Work.. or .for any failore of CON"I RAOTOR to perform sir ('urnli h 'Woik in accwdtmce with Ihe'ftomntci'Uotttments." ` 14.T ENGINEER mitt' refuse' io recoinnterid the whole or any part of uny paymtent'if. in ENGINEER's opinion• it !could he incorrect to make the repre_semmibns to 29 0 0 6.0 BID SECURITY 6.1. Each Bid must be accompanied by Bid Security made payable to OWNER in the amount stated in the Invitation to Bid. The required security must be in the form of a certified or bank cashier's check payable to OWNER or a Bid Bond on the form enclosed herewith. The Bid Bond must be executed by a surety meeting the requirements of the General Conditions for surety bonds. 6.2. The Bid Security of the successful Bidder will be retained until such Bidder has executed the Agreement and furnished the required contract security, whereupon Bid Security will be returned. If the successful Bidder fails to execute and deliver the Agreement and furnish the required contract security within 15 days of the Notice of Award, OWNER may annul the Notice of Award and the Bid Security of that Bidder will be forfeited. The Bid Security of other Bidders whom OWNER believes to have reasonable chance receiving the award may be retained by OWNER until the earlier of the seventh day after the effective date of the Agreement or the thirty-first day after the Bid Opening, whereupon Bid Security furnished by such Bidders will be returned. Bid Security with Bids which are not competitive will be returned within seven days after the Bid opening. 7.0 CONTRACT TIME. The number of days within which, or the date by which the Work is to be substantially complete and also completed and ready for Final Payment (the Contract Times) are set forth in the Agreement. • 8.0 LIQUIDATED DAMAGES. Provisions for liquidated damages are set forth in the Agreement. 9.0 SUBSTITUTE ("OR EQUAL") MATERIAL AND EQUIPMENT The Contract, if awarded, will be on the basis of material and equipment described on the Drawings or specified in the Specifications without consideration of possible substitute or "or equal" items. If a specific product type or brand of material or equipment is indicated on the drawings or specified in the specifications, three types of such product will be listed and the bidder may use anyone of the three or an approved equal, if the equal is acceptable to the engineer. 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 • 0 OIVw-mi,eterridtoinNto�t-�iph'14,5; ENOWCERniny. dlsqrefiie.lo'reui"end Hriysucfi piiy`mCnl ' or' because of, subse4ucritly, discovered evidence'or the ' results or :subse(jwnt iilspections-6r tests, nullify anyt�". p'q'Ynl&rli 'Pre% crided, to sucheR fi , tc as .may W nz from lens br<;ause: 14.7.1. ihe-Woiki I s defec-five; or cumpleled Work has been darn-ag . =' Wpcqug'cprrw1io , n o , r " replacement. . , , 14.7.2. the CoritfkI Price has -becil reduced by Written,Am6ndment or Chabde Order,, 14-7:3. OWNER has _ba'rn required to correci, dafecrn_,e work:or complete Work in nuordince'with 'has aitual occurrence of any or the event' c'nuiricia6d, in. pirojb4ph�s, 15.11 uotigh I fQiA imilusik"J., OXKNIFR may, rcibse to raaomn ended Iiy INGINHER-beC` OW: 1.4-7.5-:"claims havo . been, madongainat 0 . % I V ., KFR 'on, account of CONTIZACI-0 I R's nerrorninficcor ftiniishing of the, 1volt, 14 l IJens have becri Filed in connection %vith the. X�,omql.t %flierev;bNTRAqr(.)R has.dehvered a sj�;e d salts ictor , ju b6n , 'r, ry'to OWNER to. mpurp LU' saaffelion and discharge of suclfticrii. 14.7.7 _ tfi er e are other items critidinj 6WNTFRto a sci- offapairist the naloixii reoLimnien-deJ. or I4.7X OVVNER Jim usual kribMedge or the oixtirrence of'ldny; Of, the* eye6ta enuaieid in pirajyaphs 14,7,1 11�rqiigIi' ffiff14�7 3 or rxlrngmlw I flit�h iticluiive- ,but ,OWNE.R.must give. CONTRACTOR ininiedhaw kyfitten notice to,FNGTNFFR) slating Ole reasons I :t6rsUi:h netioA arki Promptly payCONTRACTOR -ffe, rdb6un'tso_%vithheld, or any. adj6siniefit Ificreto aere�,d to by . OWN M, . q . rid - CODXTMCI�Ok ' —when CONTIZACTOR uni-revis to OWMEWs t4itisfifiction the ;reasons for such,=Lium' Subgiintihl Cw�iplefion: items EER issue a a rcasonable, mme wi!�Flete. ENGINEER hill notify, CONTRACTOR, in writing giving the reasons therefor. If 6NCYI NPPR ERMCUENTJUW60NDITIONS 1911" fb!)Ofidikill 30 gqcn )- of I: 0'kT 14.9: -01VN9M shall have the right to C\Chlde ColmRAcTow from the Work-atfer, gic ak,, 6F 'SZI-istarllal' Completion, - but OWNER shall' idlo'%v C0i,TfR_,1CTOk rea'sonaille Erwess tpoornplete or correct itchison the tentative list, Partial Udflzatlan: gat, any time _may,_ request for its intended LLw and 60niplctc. IrC0NTkA(:.T()Ruiprm5,that the Work is,substartiMly c6nioieii'COA will certify 16'CaNTER"troth EN61NEE ot t& ,90M R to issue a Certificate of C6rnpletion 'for that part 'or i CONTTk GTOR';tt.nq time may noufv OWINT IR and , •'•'G1N -,M- :in writingihinCOlSlRACTOR considers- any such fart of the. Work ready for as. intended use )\VNER- ,CONTIZAl'TOR and make an inspection of'ttat part of mine it% status of completion, If be subsianitxlly wmtilele. ENGWEI R' ytl ;notify OIVTzR and CONTRACTOR in t+rrhng roving the reasi>ns therefor. I f EiJG I N EFL;I: consolers -that. part of the, Work to be substantially cvmplac; die pio4'isioris of paragraphs 1 ..r and 14.9 will apply with respect to ccrtirleaiion of Substantial Completion of ,that part of 1Z. he Work and the division of resptnsibilily in resped thercefarid accessthereto. 14 19.2. No occupancy-, or separate operation of part of ifie Work will be accomplished prior to c6mphavice. NVI the. requirements of pragrnph 5.15 -in respect of property insurance. I.11fal. luspecriae 14,tE, Upon Britten notice from:C.ONTRAC:fOR that the •erlhr! Wdik.'or aii agreed f-mrtion thereof is complete, ITGNTLGiz trill •inakz it firtail' nspzction with OlV2�tiR :and -CONTRACTOR and will rkwfy,COtt''I'RACTOR'in wfiting or all particulars in which this inspection reveals ;that thc'1Vork is incomplctc or &.fee ve. C;ONTRAC'TOR Shall immediately tnki such ntcasures'as we necessary to complete such work of rein edy suck dcficiencies Ftnnf.,Ipplkntinn forPkimept 1412, After CONTRACTOR •has completed all such corrzctibnito the sfuisfacton ofLi`GINEER;,and.ddLvered in accordance with • the Contract i)ocirntcrtCS 611 maintenance :and operating ;instructions, schedules. rguaranlees: Bonds. certificates or other evidence of insurance required by ;peragtaph?A, certificates :of insNcuoin„ ninrked•up record documents (as provid'cd in aua paph 6.19) and other documents. CONTRACTOR may make application for finil payment follmi•inc the. procedure for progress payments. The final Application for -Payment shidl be accompanied (except m previously dtlnerrtl) 6yF (i)611 d6cumentalion called far -in the Comma Doeurnents, includirig but not limited to the evidence of insurance required by subptragrapb54,13, (ii� consent of the -surety. if .any. to final payment.. and .(ar) complete and legally effective, releases or waivers (satufactq-ry" to OWNER) of all Liens ansi ig out of of filed in connection with the Work. In lieu of such,releases or the a Lien 'could be filed.. n'rid (it) till payrolls, ❑d equipinrrit bills ant other indebtedness with the Work for,w•hich OWNER'orOWNFR"s chi in any+vay be re:,ponsible'lu ve.been paid or atisfied If any Suhconttactor or.Supplier fails WCDC; (tENOCkI. CON'bI nOM 19 i V-81 t v40 6rliria91l •wJ Ctll' Ord MOAT COW Ns 110t)a4GiTIONS 1 RR. V .jr (Ali/! to fitmish such a release. or ;receipt in, -full, !coxfrw,rOR,may funiliha Rcind'or-Other collateral satisfactory, to ONNNER.to:indemnify ,OWNTER:against III?), Lieri Releases or +1•aivers of liens and the.coriseal irr the surety to finalize roavinerti 'are Ito W strbmined on forins coiifor mine to ilie. f(vmarof the OWNER'S standard forms bound in d ee Proiect nifftaual. ,Rnal Payment anal: tcveptriace: 14_I3. IE can the bests of•ENGNMERs obseivaticn of the AVork dun`ng- ctmshuulion and Cin l irtspeciion. -end FNGINHF.Ws revieti• orthe Ggal_Application for Payment and accompanying documentation as required by the Contract. Iyq;wnents ENGINFFR. is satisfied tKai the Work, has been aimplctcd and CON'IRACT(*s other f ilrtilul LNGINFFR will. within tell days,after receipt of the final Appliculion fur Adymtent, iri tithe in writing EN(UN FR's rceontmendation of povmcnt and prczent the Apphciition to` WNER for faytnenl: At tre,sanie time F.NC, INEF,R. Hill nl+o eice written notice to OWNER :Ac-rOR that the.. Work is,acceptablc,:subject i•isions of psmgraph 14.1{, 'Othetivise, ,will return the Application to rOR; indicating in writing the-rcpsnns For rc4oninad'final payment. in which' case rORShall inako he ncccssary corrections and Applie loon. Thirty days atier prekfi anon to if the Application' and accompanying nn- in appropat rie Tomt .and sulistancd end Nii6R's recontntendr16on and notiw= of the amount rectinmended by ENG&IMI' 14.i4- Ifi through no Fault of CONTRACTOR fmal completion of die Work is signiGcintw delayed and if -;Fi 1GRJEER so cominns, 011'NER. shall,. upon'rcceipt of CO\TRJ�CTOR's, final r\Ppl catiol to' PPyment 'arid rewritmendaton of'ENCMTEER and withoutterminating 'the A„ rc vnenf. make payment of the'lhdance clue for that .portion of the Work fully cownpleted and acc raed, Ar the remaining balance, to beheld by 01VNER ror Work- -not fully- completed or con -wed is aess than the relainage stipulated in the Apiztinznt, and il' Bonds habe hen furnished iu r eyuired in paragraph: ?, i , itte.+i•rntencuriscrtt of the surety to the payirienl of the balance dur,for, that portion of tlx Work frilly completed and accepted shall be submittal by,CONTRACTDR to ENIGENEER with the Application f+tr such payment. Such payment sht-III be made ,iioder the. terms and •conditiom g'gvernmg' final payment, except that'it shall not cotistilute a lvfiivcr of claims, iliainer. of Cfrrini.ii 14.B;. 'I he making and HwcpLanoe of Gnsi.payment a ill ,ccrostitide= 14,15.1:a waiver of all ,claims by OWNER against CONTRACTOR except. claims arising From .unsettled J.ii'ns, from .drjecrine lVod;.appearing efia �I 0 0 0 final insipectiob p.ursuifit to parrigniph:1-4.) i, koin railure in comply with thJ Contract Doedmenig or the teens af.nnyspccial guargmees sp6cific-d-therein or from COYFRACTOR's continuin the`bYntnielbocuzneiim and 14.15.2.A waivei of all claims. In, CONTRACTOR' OIVN� oflkr than duoe�p_rcviously.nmde in, writing and still unsealed. .ARTICLE IS --SUSPENSION OF WORK AND TERMINATION, OWNER AJaW Syspend Work: I an), time .und ,01-VNEW Alki, Terndnale: • 15:2:. Upon the occurrence of any one or, more of the follo"fi, -vents Wing 15,11. ifCONTTRACTOR persistently fails to peiforin theMOVC,in accordance -wm, with the Contract Dfi�imkn (iniouil ins, but , not NiuW 1 to, I Failure tobsuptily sufficient skilled workers or suitable ni1uvrWs,6r equilane-m, or fiflure to adhere troschedulelthe Progresi schedule estriblish6d imd,er Ixtra I ffi2,9 as adjusted Win time Ito tune 15-2.2. it' CONTRACTOR diireg'aid'k J:aws or Regulations of any -6u Ole, li)dy hai•!Urg 6cilon: UNGMEER,,tv 15'14. il'.CONTRAC'TOR.0themise violiates"in nny- SUITStartial * way iviv prof isions. or the comrad. OXVNER maN. -ing CONTRA('ToR (and thc, after Li,i- surwy, ir unv) seven days' written notice e a . nd to the iixt6ru, perinitted by Lii%vs and Regblatioim ierminke the'servicie's 6rczNTTR,AcToP_ from thc site- :und take „:p6ssession. of the Vori, and of all jook appliances, construction aluipmat and machimiry,ai the site and use.ffic s0mL.tb av6 full exttmt.thcy could beused by; CONTRACTOR (without liability* to CONTRACTOR for trcspa&% or toriviirsion): 'iricoq;pnite in the Work all materials and equipmerii stored inihie'siie or'for which OWWER lvm Inid EJCD . CUUNMWCONDITIONZ I M)-S fiMFditial) .3 ? . I . . .. W 01YOF FORT COCCI M NI00119bA1:16rqs attiw .11--oou) • ivliich are stored ilscwhcre, and WRR may decor' exIxdient.,in .,iueh shiill not be eniiticd In receive env 'or under ihis'paragraph OWNEW -hall not. he quircd to obtain the''10WL4 price filr tk.c %Vark rxi-formiid' 13.3, 1Vh6rc CONRACTOR's scrvic6s have lwcn,io terminated by 011FNER ' -'thc'tvrminaticn,A;illrt6t affect any iijfiLs or ren)cdiL-', of n q a�i' C6NTR ACTOR then existing c� which may -Lhcreiir. fte a I 666m_ Arti- _'rel�nr6n 0"r _11R`ymeni( of nio-neys 'due' CX)Nrl`RA( , �fo I R I by "('AV�W ' Will not ' 'rielczise wl\rl . kACI-OR from. liability. (SA, IJNn -'sevendqyq' 'written -notiLL to Q,0N:YrJ'RA( OR :and ENGINEER,' (AMER may,I Without cause rind . without p ejudice to u6j,oth-ei righter In such %L-igc, 0)INTKA(TUOR, -fiall -be '[)aid (without; duplienticin 6fany itenij)i 15A.I. f6r.completed and iccepiable \Vork execulcd in nceordan6c,µ.,ith'-,thc Contriict Mart's'prior to the effcctive date 6,r tennination, including fiiir and rem,oriable, sums for overhead. and profit o6 such Woik: 1 S.42. for exrxhses.susiaftrred prior to the effective date of 'termination 'in, jwfb4iiing services rind tufnishing labor nintermis or equippiem as required, by the Contract bc"mients_in-�cormection with th ur lotk,'Pius fil-trdrid reason I able iblulm I -or 6irerheadand profit on such exfx':nses;- I I 15.43 - for all cl9ims costs, losses• and 'damages with Subcihmractors,Suppliers and others:an(ll rorreasonrible eXperse., directiv. attributAble to 'te immation: CONMA,CTOR shall not be pal - d,on Hccounfbf loss -of anticipated prollLs or avenue -or oiher�duiromic loss ttrtsirig act of oi-rzsulnng Tian such ierm'vratiisn. CONTRACTOR Mor Stop Work ur Terpninatji: 155. 1 fAhrotigh no ictur rHult of CONTRAdOR, the Wbrkjs,*suspended fui 6 piriod of mitre thim-nin-el). days- under - ' & of court or R,or un r tin ord' -W4r public �uth(')nt or ,7) HN61NMR fuls'16 act on,anv,.Applica"tion 'to Javrnem 11vithin'thirty days after ivis�.sulxmiuud or 01VNk. fails for 1iiny days tcPay'cOw1I:PA:roR,nkv usinn fiirally detenoined to lx due. .then C �mav, :upon seven rinys' wrifien notice •to ENGINTEL-R. and provided ONNi_"R Nt ur E remedy such suspension air failure 'vvii terminate the Aaree`menland recover I IA lieu of terminating the Agreement and without prejudice 'to any other right or remedy, if ENGINEER ltaS-failed to ;act on an Application for Aiymentwithin thirty days after it is submitted or OWNER has failed f", thirty Clays to pay 'COIN -TRACTOR any sun' finally ilrlerniined robe riue; CONMt ACTOR may upon seven days' written notice to OWMI !; tinJ hNGINb*XIZ stop the Work until irayri4in of :all such amounts due CONTRACTOR utcludate ailerest theraivt 'Tlic provisions of this rm raph I .5 are no intended to preclude (;QN RAGTOR front making claim !under, ,\hicIcs l ]'Ad 12 for tin increase inContruct Plice or Contract 'Times or btherWise .for expanses air ,dama¢c- direcdy eitribute6le to CONTRAC TOR's stopping Work cis pemtiopo by thisparegraph" ARTWLE 16-171S1'1114. 14JIMLlfl'I6N It and to'the cxtent that.OWNT1IR and :Ilai'e.agreed onthemethod and trocct dispu[es bettvicen their ihat may .lgrccnicnt,'such dispute resolution nteil. if.'em oskrll he as set forth in :R-hib .ac a and ,c., _.-...., ,� . --t—v ;ono subject to the provisions of pams 9.12. TOWNTIM end 'CbNTT ACTOF rights or remedies as cithw'nay oihe ConuactDcicuments or by Laws or F of any dispute. ,ARTICLE 17-NLI3CC•LLANEOI1s Girirtb�.a1'orice: 17.1. Whenever ;my provision of the. Contract "Ducumenis requ'ues tbr.6 iri_ of written noticei it will be deemed to Inv�e been validly given ifdelivcred'at person to the individual or toa mcntberof the. firm'_ or Loan offiizrof 'the corporation for whonmt Itimknded, or if delivered at or .sent by reg stered or certified mail„postage prepaid, to the last bustnessaddress Uo%vn to the'giver,of the nbt ice, 17.2: C6nipiztation uJ Tinie: 17,3.1. When any period of time is referred to in the Contract Docunients,by'days. it".will'be ooniputeii to ezclu& ihe" Yrst anti ,include the last flay of .such period If the last day of any such I penal talk cff .a Si Sunrlay or on a day made a'le8al holiday by the law of the applicable jurisdiction. such day will be unfitted from the cmnputonon. W DC UEN' TutAL ccvb[ HO.Ns Oi us t t )W Bdliwit W10 7Y OP FOOT CS1LU Ati \IOUa7CATIONS (REV.L71.100) 17"?'i. A calendar dae orimenw-four hours measured from midnight.to thr ncstmidni htwill constitute.a day. Npgee ojC,7a 17.3. Should OWNER air CONTRACTOR sutlbr injury or damage to persun or .prut'rty because of any error, omission or ect of ihe'othrr party or of tiny 'of th'e other. prrtyl4 implo�ees or `a enis orodiers for whose sets the otherp""" is leaally,liublc. claim will harnii& in writing to the, other pony within it reasonnhle time of,the Test obscrvaucc'of suet' injury or danmcc, The pir isions of this paraemph 173 shall not he coast tied as a substitute for or a waiver of the provisions of any applicahlc statute of limitnlidns,dr rcposr.Grrnedrfht a ltcnrerGce- 17.4. The duties and obligations imposed by these General Conditions andihc rights.arid remedies available herewidti' to .the parties :hereto and. .in partrculur but without hmitation, the Wfirranties, guaranties .and l; 637,'1 3.1, are ngt;to. he'consdued in any why as a limitation rights and remedies available to any hr all of [Item" as otherwise imposed or, avnilnblg by Laws or, lions,hy special warranty or guarantee or by other ms'of the Contract'Doouments, Ad the provisions paragraph 'Will be .as- eficctivc' as if repeated :ally in the.Contract-Documcnis in cormccuon lvah rticulanduty, obligation; right and.renicdy to which Projamonal"Pees and C'uarr .nstsLre1hAd 175, Wheneya rclrrence' is made to "clams, eosin, loses andclamag&, it shrill iucludc in each case, but.not Ix luitited to,:rill tees and clmrers uJ' er>rirteers, arc}utecis, attorneys and -.other lirofessionuls and all -ctntrt or. arbitration or othdrdisputcresolutio i costs. I T6. The laws of the Stagof Colorado appjy,to this ALieement Reference Inn.tiiropetline CokirudosLriyJzs are as follows 17.6.2 if.a claim ris' filed Qt VNER.is remirel by lair (CRS 38-36-107).tovkhhold from all paSmeras td CONTRACTOR sufficient funds to insure _ the 'ImaNnent of all claims for labor. materials, hhin hire. sustenance:'pro�isions: provender, orother smblir used it consumed' .bw' CONTRACTOR or, .his 33 0 1] ei • F.JCllC UE'.'h'ftAl; CUNDI I7UV 191 �Hy I1'1'IU EJi4ig1,. 34 wv(311 or FORTOOLLINS MODIFICAIONS (RG$44000) 0 Q hispagc Icft hlank intmli6hallc.} w cuL,Et.iLcoMnoNsOiv-sBrioedtim) 35 xY cl TN Of PORT Gt1LLl NS.\fOUlI7CATlONS fREV •U2fNID! u E' EJCL)C Ci6\W-A : CON01 T1 o'J 191lm ( I ou E(iriml 36 w/Cm'Or•rOtrmLLI NSMODIFIC.AI70N5(REV 42W1]) C CI EXHTBIT GC -A to Geneeal Conditions 16.4, Exccpl ac'pfoyided" in par eimph I65 below. no arbitration arising' out of or relating an the .Contract OUthe Cpnitruetion .Contract Between Documents shall include by consohtfation. joinder or in tiny OWNER anti CONTRACTOR other manner any, ether person sir entity '(including' ENGINEER_ ENGINEER's Consultant anil'the officers. directors Agents,employe Gs or'c6psultants of any ol•them) whois not a party tit this contrad unless: DISPlLr ff 2ESOLUT[O,N AGREENIFNT 16.4 I the inclusion of such other person or entity is necessary if complete relief is to afforded among those whCl art• lllrefld} pflrl li's IU the arbll7mdial, kind OWNER and CONTkACTOR hereby acre. that Article 16 of the General Conditions of the ohs Ctruction 16.4.1 such other fwkon, or znuty is suhstiirteially Contract hetnwn OWNER and {.Y)D/ kACTOh, is uu•olved in a ueslitm`of law or fact which is common to etas.; who as already panics,to ilia arbitratinrrtiriil' ii mended, to include the follow mg t taeemenl d tee. ptirties: which wit l arise m sile,h'prgcxdingg and 16J. All claims, disputes, and other matters in Ixtvtcn fJIVNER and CON l RAC:I'OR arising tten ritten.cnasera of the other person or lti•d 1 wri 'to question .out of"or relating to the •Contract I)ocmncnts or to breach entill sought be utcludcd and of OWNER 'and (ynh,a RAC I'OR has'Ixcn obtained for such inclusion; tieaoC (cgtcpt for claims which have heen waived by the tir,acceptance of imal piniiie-m as provided,'hy which consent shall mu a sprcifc 'rrCercnce tci th s ercute .niaking 14.10) will, hedxtded by arbitration in m m h .hut no such ciinsent shall vie 1'0g• p consent tit arbnra - of arty, dispute trot specifically described ,acyordance with .the .Construction Industry arhitrati6ri to such exsent or to arbitration with any ja3rty not Qcs of the American Arbitration Association then tti am ag-;wbject to die limitations of the Article 16 This spccifical ly'idcntified in such consent. agreement so. to arbitnte- arid env other aereai cis or 16.5: Notwithstanding. I??rah 16A �ir a claim; consent to arbitrate -entered into inncootdcally ccrawidl as providri in this Article,l6 will be spcclfically c fnrecallc ,r.gsP dispute'or other m'a'tter -in question between OWNTER. and imder.thc prcvalbriy laity,ofany•cotirt fiavmgltuudictirnt C[7 i7 RAC1oR awolvcs Mlle Work of u S06x lrltctor; either' C1WN R or CC)NTXAC;VOR inay7 join-, such 16.2 No demand fin arhttration of an c) im; d ute y Ti Subcontractor as a Bart} to the.erbitmtion between OWNER and-CONIRACI'OR hereunder, CON'1•RA( rOR shall tlr other matter that is required to be rcl'ened to, i7NGIIItER initially .for decision in. accorclanct, with mtlude m all subcommcts reittured by paragraph 6.1.1 a spccifi provision ichcrchy the, Juhwntzactnr a�nsenta to pn which 4:111 I ill hlclnlade u'1 the ember of (a} the date 'on which E IvG11shF.it has rendered a_wntten deroesion t2r tieing joined 'in an arbitration between Mi WER, and ',the (b) the Hurt}' -first day after ale pa tics have pmkntcd dicir CON?MCTOR involving torte of such Sut coiluai4or. Nothing: m this ra r 1 h 1 G rim in. die b `'p ekidcnee to ENt,NCGR [ a written dectsion has not lx"en :rendered by h'INGINEER before that date. No rest nd for }uorisiun of such s ilcaigact consenting to joiritlei shall mbitmtion of on), such clams, dispute.or other matter will. create any claim, matt. of c@use or.acuon m, fiNor of Suhcomntctar and atyainst 0%`, ,, ENGIN -ER or be made later than thirty days alter' the date on which 'NfjINLCR's Consuhnnts.thrat dos not otlherw•ise eeist. 'F,NGTNF.ER has rendered a written decision in rospcet thereof m'accordanoe with pa rat apt 9 I I; and the failure y_ 16,6 The award tendered tthe arbitrators will be. h to demand:arbitrahon within said lhirt days period will final, judgment may In nicFcd upon in brit cairn lmrine result in EATGINTEER's decision .tieing final anal bulditie Jtlnuliction Ufereoc anti' 'it Will not be subjea to tipori (>1l•i�TER. dad CONTRACTOR-ICCNC;,RQEER mitlification or appeal. !renders a decision after'arNirution proceedings have been irulttted.'sirch deusion may be entered as evidence but will 16.7. OWNT:R :and CONTR\CTOR agree that they -not sup ersedc'the arbitration proceedutgs, e\cept.}vherc the "hall final submit any and all -unsettled claims; deC1510n i5 acceptably l01hI2 panle5 coliR.rncKl. do detliaitd for arbtratiun of anti' written decision of M— MINEL•R counterclaims, disputes and . other m8ners in question Tendered in accordance vyith p uagraph 9 10.will be made. between m theafising out.6f or IT to the Contract. ;Documents- or IIhe:breach thereof ( disputes';). W mediation later than ten flays after the party making such delnandlias- by .the American Arbitration A!mkiaficm trader the dc,livered welder IIotlCe-of mtr4ion to appeal as provided. - LORSLRICl10R� 1ndLLS1r' 2<'Iedtahon Rules Of the American inlzit'graph'9.10. Arbitration •Assoeiation,r;ier to either of them initiation 16;3, Notice ol'the demand ti urlidalion 19i11 he aeaiost the other a demand for arbitration pursuant to paragraphs l through 16.§, delay m mitialics' filed.m writing with the.- other party to the Agreement and Judiituides ul one of the p cries: arbitration would irrevocably with the American Arbitration Association. and a ccpy'ieill he sent to ENGMER. for in!66-n i rL The demand for ten. ay timce The resr denik di ray and leti6ri a yrovi,ded within which The to n demand Qv as m to a_rbitratio_n will be made wathm the tilurq:�Iii ^ or teit-d4y' file s ended wi 6pCCL a 16% anJ 163 ubrve shall bosuspended_wilh respect to a shaarbill nods ul�edan:paragraph 162 as a h aEla,•tinl in a1P Tk. �I disliutc whrnifted to mediation within thou same •other eases W-Idtin a reasonable time after the claim, dispute applicable time, limits anti shall,remain suspended until ten 'or other matter in question has arisen, and in no event shall da}i,after the iemliriation•of the medation. The' niecliator any such demurfd be made after die date when institution, of of an}',disllutc sulmlittcil io imciliatmn under this Agreement legal or equitable proeegilirwgs based on such claim, dispute' shall not serve as arbitrutor of such dispute unlesstithenvise ,or other mauer in qucstion would he barred by the aereed. applicable statute of Imillauoru. '&M, GENERAL C0741)I1'I0NS 1910. (1990 EJiliuni G(7•AI .ui CITY OF FORT COL'Ut,�i MOOtFICATIONS, (RFV 9e99) • 0 0 ,NJCUC;OhT'ER'AL CONDITIONS 1910-3.I l99UEJiiiurl UC-Al wkATY OF FORT COLLINN\IODJFICATIO.1,N (RHV 9(J I)' SECTION 00800 SUPPLEMENTARY CONDITIONS 0 0 0 responsible Bidder that proposes to use acceptable subcontractors. Subcontractors, suppliers, other persons or organization listed and to whom OWNER or Engineer does not make written objection prior to the giving of the Notice of Award will be deemed acceptable to OWNER and ENGINEER subject to revocation of such acceptance after the effective date of the Agreement as provided in the General Conditions. 10.3. CONTRACTOR shall not be required to employ any subcontractor, supplier or other persons or organizations against whom he has reasonable objection. The use of subcontractors listed by the Bidder and accepted by OWNER prior to the Notice of Award will be required in the performance of the Work. 11.0 BID FORM. 11.1. A copy of the Bid Form is bound in the Contract Documents which may be retained by the Bidder. A separate unbound copy is enclosed for submission with the Bid. 11.2. Bid Forms must be complete in ink or typed. All lump sum prices on the form must be stated in words and numerals; in case of conflict, words will take precedence. Unit prices shall govern over extensions of sums. 11.3. Bids by corporations must be executed in the corporate name by the president or a vice-president (or other appropriate officer accompanied by evidence of authority to sign) and the corporate seal shall be affixed and attested by the secretary or an assistant secretary. The corporate address and state of incorporation shall be shown below the corporate name. 11.4. Bids 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. 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, 0 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. Add the following language to paragraph 4.2.1 of the General Conditions. 4.2.1.1.1 The following report(s) of exploration and tests of subsurface conditions at the site of the Work: None. Contractor may rely upon the accuracy of the technical data contained in the geotechnical documents, but not upon nontechnical data, interpretations or opinions contained therein or upon the completeness of any information in the report. B. 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-5.4.8 Limits of Liability A. Add the following language at the end of paragraph 5.4.8. The limits of liability for the insurance required by the paragraph numbers of the General Conditions listed below are as follows: 5.4.1 and 5.4.2 Coverage A - Statutory Limits Coverage B - $100,000/$100,000/$500,000 5.4.3 and 5.4.5 Commercial General Liability policy will have limits of $1,000,000 combined single limits (CSL). This policy will include coverage for Explosion, Collapse, and Underground coverage unless waived by the Owner. 5.4.6 The Comprehensive Automobile Liability Insurance policy will have limits of $1,000,000 combined single limits (CSL). 5.4.9 This policy will include completed operations coverage/product liability coverage with limits of $1,000,000 combined single limits (CSL). SC-12.3 Add the following language to the end of paragraph 12.3. Contractor will include in the project schedule zero 0 days lost due to abnormal weather conditions. 9 E 0 SECTION 00900 ADDENDA, MODIFICATIONS AND PAYMENT 00950 Contract Change Order 00960 Application for Payment 0 11 SECTION 00950 CHANGE ORDER NO. PROJECT TITLE: PLAZA & STREETSCAPE IMPROVEMENTS FOR OLD TOWN LIBRARY CONTRACTOR: G.L. HOFF CO. DBA HOFF CONSTRUCTION PROJECT NUMBER: 7435 DESCRIPTION: 1. Reason for change: 2. Description of C 3. Change in Contract Cost: 4. Change in Contract Time: ORIGINAL CONTRACT COST $ .00 TOTAL APPROVED CHANGE ORDER .00 TOTAL PENDING CHANGE ORDER .00 TOTAL THIS CHANGE ORDER .00 TOTAL % OF THIS CHANGE ORDER % TOTAL C.O.% OF ORIGNINAL CONTRACT % ADJUSTED CONTRACT COST $ .00 (Assuming all change orders approved) ACCEPTED BY: DATE: Contractor's Representative ACCEPTED BY: Project Manager REVIEWED BY: Title: APPROVED BY: Poudre River Public Library District, Owner Title: - g• DAT cc: City Clerk Contractor Project File Architect Engineer Purchasing 0 0 II] 0 • O O rn O O C O U m 0 0 C) v O o 0 LL o 0 0 0 r W 0 a wui(7CDQ� W z z W Qp z 0 -S z z W z0z z F m O 0 W ~ U 0 w J O W UaELlO W O a Q a t a¢ 3 c 0 U a) C 0 N c 3 o u a) d) c co cr n c O U c @ L a` O H 3 N 3 rn lc it 0 V C a5 Q O Y Z _ U d' N as O z c c 0 m c U a0i O ~ U a) 0 a o -O c U c w o a z W T a a) a) O N ui .. o o O J a 70 o d } N C Cl)QLU (U U W w W a a _ O E c E a 0 a U c '- z 0 ' Q Q f0 a Q F ( E M U m WO O W Co >, ` j a) O OU Q OZ wa LaTa3) O U C < U O9w Q - N a O nU a) () Q a3 5 � N O zC� )O IL d a) O z UHJ J a)_ z O > a 0 o U E Q N O 0 m E 00 m c a m > O w Q a m T N F O O rn Q _0 N L w Z U O b4 � c` O _ � U) c O C O c O O 6 m 7 c c U @ N C Q Co0 U U O L Q Q Q L H L H L F- LL a) Ucr a) al U > O N W H O N a a > O > U U U U 0 0 0 0 O L i— E E E W O a) @ a Q Q Q w W W CD � Z N O > o > > > Z Z O z Q L U c U a Z-0m o a O o m m co O W U O 0)> E Q Y w Q O C N L U o Y a)O > O O W m @ L LL -O C O O .O C a) c a) C a) U co ai E ai E ai E ai 0)W a=5 L a) z Z 0 H w F 0 a 0 d 0 Li 0 � a a m LL C.) _ 0 W m CV W -0 (D N O Q C 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 O+ O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O ~ 70 LL eAef3 eA FHw w U)i Ef)Vs w 6c} 61 w ef} w 6c36c3 w ef3 w w w 6c3 Ui wUi eflW w61) N L O O (O U) .F O ^L` W F W c� C a C 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 D 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 �Op � Op ♦ Op O O O O 6 O B OA e CD ♦ 6 � Op � Op � Op � Op � Op � Op � 6 O � 6 O O O O O O O � 6 O CQ �f v! v/ v/ Ci � � � 6! 61} V! 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Work covered by contract documents B. Work by Owner C. Work by others D. Contractor use of site and premises E. Work sequence F. Owner occupancy G. Contractor qualifications H. Easements and right-of-way I. Protection of property J. Maintenance of traffic K. Barricades and lights • L. Regulatory requirements M. Coordination N. Work Restrictions O. Miscellaneous Provisions 1.2 RELATED SECTIONS A. Section 01 33 00—Submital Procedures B. Section 01 57 13—Temporary Erosion and Sediment Control C. Section 01 32 13—Project Schedules D. Section 01 55 26—Traffic Control 1.3 WORK COVERED BY CONTRACT DOCUMENTS A. The Work of this Contract consists, but is not limited to the following: demolition, concrete site work, lighting, site furnishings and grading. Work includes portions of construction within City Street Rights Of Way. Project area is approximately 25,000 square feet in one contiguous area and construction zone. • Issue for Bidding: 01 11 00-1 Ditesco September 24, 2012 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 major alternates (if any) will be made available after the opening of Bids. 16.0 BIDS TO REMAIN OPEN SUBJECT TO ACCEPTANCE. All Bids shall remain open for forty-five (45) days after the day of the Bid Opening, but OWNER may, in his sole discretion, release any Bid and return the Bid Security prior to that date. 17.0 AWARD OF CONTRACT. 17.1. OWNER reserves the right to reject any and all Bids, to waive any and all informalities not involving price, time or changes in the Work, to negotiate contract terms with the Successful Bidder, and the right to disregard all nonconforming, nonresponsive, unbalanced or conditional Bids. Also, OWNER reserves the right to reject the Bid of any Bidder if OWNER believes that it would not be in the best interest of the Project to make an award to that Bidder, whether because the Bid is not responsive or the Bidder is unqualified or of doubtful financial ability or fails to meet any other pertinent standard or criteria established • by OWNER. Discrepancies between the indicated sum of any column of figures TECHNICAL SPECIFICATIONS DIVISION 01 — GENERAL REQUIREMENTS 01 11 00 SUMMARY OF WORK POUDRE RIVER PUBLIC LIBRARY DISTRICT LIBRARY PLAZA AND STREETSCAPE IMPROVEMENTS B. Furnish all materials, equipment, supplies, and appurtenances; provide all construction equipment and tools; and perform all necessary labor and supervision. Furnish all materials required for installation by Others. C. Perform existing material removal, salvage, recycling activities, clean up, site backfill, grading, and fine grading. D. Salvage, recycle or reuse concrete as possible to the City of Fort Collins Streets Department Hoffman Mill Road site. E. Coordinate the progress of the Work including coordination between trades, subcontractors, suppliers, other contractors, public utilities and Owner to ensure the progress of Work. F. The Work included in the lump sum, guaranteed maximum price comprises all work completed by the Contractor to demolish and rebuild the Old Town Library Plaza and Streetscape per the contract documents. The project includes tasks described herein and as outlined on the project plans. 1.4 WORK BY OWNER A. At this point, no work is anticipated by the Owner. 1.5 WORK BY OTHERS A. The Poudre River Public Library District is working in conjunction with the Elks Lodge in completion of this project. The Elks will be performing construction for the checkerboard and story tree amphitheater. Contractor shall provide all materials for the work performed by the Elks as outlined in the contract drawings and these specifications. B. Landscaping, planting, soil preparation and irrigation restoration is provided by others and shall be coordinated with the work. Electrical conduit installation, trenching and wiring is provided by others and shall be coordinated with the work. 1.6 CONTRACTOR USE OF SITE AND PREMISES A. Contractor shall limit his use of the premises for Work and storage, to the allowable staging space on the project site and in the parking areas immediately east of the library site. All parking areas needed for construction staging shall be acquired from the City of Fort Collins and paid for by the Contractor. B. Coordinate use of premises under direction of Landscape Architect, Owner's Representative, and Project Manager. C. Assume full responsibility for the protection and safekeeping of products stored on site under this Contract. D. Obtain and pay for the use of additional storage or work areas needed for operations. Contractor may use those areas indicated on the drawings for staging and storage and such additional areas as Landscape Architect, Owner's Representative, or Project Manager may designate. 0 1.7 WORK SEQUENCE Issue for Bidding: 01 11 00 - 2 Ditesco September 24, 2012 TECHNICAL SPECIFICATIONS POUDRE RIVER PUBLIC LIBRARY DISTRICT DIVISION 01 — GENERAL REQUIREMENTS LIBRARY PLAZA AND STREETSCAPE IMPROVEMENTS 01 11 00 SUMMARY OF WORK A. Construct Work in stages to allow for Owner's continuous occupancy and for uninterrupted service. Provide a Detailed Work Plan for each Phase of the project and for every item of Work on the project as required in Section 01 32 13. Coordinate construction schedule and operations with the Owner's Representative. B. Sequences other than those specified will be considered by Owner's Representative, provided they afford equivalent continuity of operations. C. Construction services performed in accordance with the Agreement and specifications include the following: 1. Checkerboard - Alternate 1: As part of an alternate, procure, ship, deliver, stockpile and stage all materials necessary to build the checkerboard additive alternate as shown in the contract drawings (sheets L2.0, SD2.0). This does not include concrete or rebar required to construct the curb/band. The Contractor shall remove and stage Bench A and B for installation by others. This portion of the work will be installed through voluntary labor by the Elks organization. The Contractor shall procure and deliver materials within 15 days of the Notice to Proceed. 2. Story Tree - Alternate 2: As part of an alternate, procure, ship, deliver, stockpile and stage all materials necessary to build the story tree amphitheatre additive alternate as shown in the contract drawings (sheets L2.0, SD2.0). This portion of the work will be installed through voluntary labor by the Elks organization. The Contractor shall procure and deliver materials within 15 days of the Notice to Proceed. 3. Lighting -Alternate 3: As part of an alternate, procure, ship, deliver and install up -lighting and pedestrian lights as shown and specified on the contract drawings (Sheets S1.0 and S2.0). The Contractor shall only include installation of lights assuming conduit and wiring is available from Others. If this alternate is chosen, the foundation system for the pedestrian lights will be added through a contract change order. 4. Flagstone Walks — Alternate 4: As part of an alternate, procure, ship, deliver and install flagstone sidewalk connections from Peterson Street to the Library sidewalk as shown on sheets S1.0, S2.0 and SD1.0 (4 locations total). 5. Site Furnishings — Alternate 5: As part of an alternate, procure, ship, deliver and install the following site furnishings: a. Trash Receptacle (3 each) — Peterson/Olive intersection; main entry, Peterson/Oak intersection b. Cafe Table and Chairs — Sheet S2.0 (near main entry) C. Newspaper condo — Sheet S1.0 (near Peterson/Olive intersection) d. Touch Screen Kiosk — Sheet S2.0 (near main entry) Each site furnishing shall include anchoring, foundation (concrete pad) according to the manufacturer's recommendations. Use all stainless steel anchors (S304) as directed by the Owner's Representative. 6. Plaza Streetscape Base Bid: The base bid and all selected alternates will be awarded in the fall of 2012. Work for the base bid and all selected alternates shall commence no earlier than Apri1�2013. Issue for Bidding: 01 11 00 - 3 Ditesco September 24, 2012 L� • TECHNICAL SPECIFICATIONS POUDRE RIVER PUBLIC LIBRARY DISTRICT DIVISION 01 — GENERAL REQUIREMENTS LIBRARY PLAZA AND STREETSCAPE IMPROVEMENTS 01 11 00 SUMMARY OF WORK Work to procure and stage materials for the Checkerboard and Story Tree alternates shall occur according to the schedule outlined above in items 1 and 2. 7. Work shall include all items incidental to completion of the project whether or not specifically called for including, but not limited to concrete flatwork, traffic control, landscape & tree protection, restoration, site repair, asphalt patching, curb, gutter and sidewalk replacement and site cleanup. D. Contract times and completion dates. Construction services performed in accordance with the Agreement, contract documents, drawings and specifications are based on the following schedules: 1. Material delivery for Checkerboard and Story Tree Alternates: Notice -to -Proceed is anticipated around October 29, 2012. The Contractor shall have all materials delivered for this intermediate milestone within 15 calendar days from the notice to proceed. 2. Plaza Streetscape: Notice -to -Proceed for this second contract milestone is anticipated by April 1, 2013. The Contractor shall not start work on this phase before April. The Contractor shall be substantially complete within 30 calendar days. Substantial completion is expected around May 15, 2013. The Contractor shall be finally complete within 10 calendar days of substantial completion. Final completion is expected on May 25; 2013. 1.8 OWNER OCCUPANCY A. Owner will occupy the premises during the entire period of construction and conduct normal • operations. Cooperate with Owner in all construction operations to minimize conflict, and to facilitate Owner usage. Maintain existing exits and entrances, unless otherwise indicated. 1. Maintain access to existing walkways, or corridors with all weather surfacing. Do not close or obstruct walkways, corridors, or occupied facilities without written permission from Owner's Representative. a. All weather surfacing is defined as boardwalks, temporary paving (concrete or asphalt) to maintain full ADA accessible entrance and exit points to the east Library entrance. 2. Provide not less than 72 hours written notice to Owner of activities that will affect business operations. Owner's Representative must approve method of written notice prior to notification of Owner. 1.9 CONTRACTOR QUALIFICATIONS A. Contractor Qualifications: General Contractor shall have completed at least four (4) projects of similar size, scope and complexity in the past five (5) years under similar guidelines to the ones provided herein. 1. Contractor shall hold the appropriate State and/or local licenses to perform the work in the local jurisdiction. 2. Contractor shall submit a list of references, including name, telephone number, and address for persons who can verify successful completion of concrete flatwork projects of similar size, scope and complexity. Positive verification results from references shall be a condition precedent to award of this contract. 3. Superintendent Qualifications: a. The Contractor's superintendent shall be a competent, experienced person employed by the Contractor. b. The Contractor shall submit the proposed superintendent's resume with the qualifications package as part of the bid documents. C. The superintendent shall be assigned to this contract full-time until the job reaches substantial completion. Issue for Bidding: 01 11 00 - 4 Ditesco September 24, 2012 TECHNICAL SPECIFICATIONS POUDRE RIVER PUBLIC LIBRARY DISTRICT DIVISION 01 — GENERAL REQUIREMENTS LIBRARY PLAZA AND STREETSCAPE IMPROVEMENTS 01 11 00 SUMMARY OF WORK d. The superintendent must have completed at least 2 similar projects in the past 5 years. 1.10 EASEMENTS AND RIGHT-OF-WAY A. In general, Owner will provide full use of premises for construction of improvements. Exceptions shall be identified within the contract documents. Owner reserves the right to limit site access as required for changes in operations. B. Confine construction operations to the immediate vicinity of the location indicated on drawings and use due care in placing construction tools, equipment, excavated materials, and additional materials and supplies, so as to cause the least possible damage to property and interference with traffic. A. Protect, shore, brace, support, and maintain underground pipes, conduits, drains, and other underground construction uncovered or otherwise affected by construction operations. B. Restore to their original condition, pavement, surfacing, driveways, curbs, walks, buildings, utility poles, guy wires, fences, sod and other surface structures affected by construction operations. C. Use new materials for replacement. D. Contractor shall be responsible for all damage to streets, roads, shoulders, ditches, embankments, culverts, location or character, which may be caused by transporting equipment, . materials, or personnel to or from the Work or any site thereof, whether by him or his subcontractors. E. Protect existing landscaping and sod from damage through use of 4'x8' sheets of/." plywood planking to traverse sod areas with equipment and materials. Promptly remove plywood upon completion of movements across sod to avoid burning and additional damage. F. Make satisfactory and acceptable arrangements with the Owner of, or the agency or authority having jurisdiction over, any damaged property concerning its repair or replacement or payment of costs incurred in connection with the damage. G. Keep fire hydrants and water control valves free from obstruction and available for use at all times. 12 MAINTENANCE OF TRAFFIC A. Conduct Work to interfere as little as possible with travel, whether vehicular or pedestrian. Prepare detailed traffic control plans for each portion of the project as required in Section 01 32 13 — Construction Schedules. Traffic control plans shall be prepared by a Certified Traffic Control Supervisor and submitted to the Owner and City of Fort Collins for approval. 1. Whenever it is necessary to cross, close, or obstruct roads, driveways and walks, provide and maintain suitable and safe bridges, detours, or other temporary devices for accommodation of private travel. a. Provide Engineer and Owner a minimum of 48 working hours notice b. Owner is not responsible for Contractors downtime associated with failure to identify closures and comply with these requirements. Detour • Issue for Bidding: 01 11 00 - 5 Ditesco September 24, 2012 TECHNICAL SPECIFICATIONS POUDRE RIVER PUBLIC LIBRARY DISTRICT DIVISION01 — GENERAL REQUIREMENTS LIBRARY PLAZA AND STREETSCAPE IMPROVEMENTS le' 01 11 00 SUMMARY OF WORK 1. Provide, as required, bridges across trenches, barricades, guardrail approaches, lights, signals, signs, and other devices necessary for protection of the Work and public safety. 1.13 BARRICADES AND LIGHTS A. Protect streets, sidewalks, parking lots and other public thoroughfares which are closed to traffic by effective barricades with acceptable warning signs B. Locate barricades at the street intersecting public thoroughfare on each side of the blocked section. C. Provide suitable barriers, signs, and lights to the extent required to adequately protect the public. D. Provide similar warning signs and lights at obstructions such as material piles and equipment. E. Illuminate barricades and obstructions with warning lights from sunset to sunrise. F. Store materials and conduct Work to cause the minimum obstruction to the Owner. G. Install and maintain barricades, signs, lights, and other protective devices in conformity with applicable statutory requirements and, as required by the City of Fort Collins. 1.14 REGULATORY REQUIREMENTS A. Comply with all federal, state, and local laws, regulations, codes, and ordinances applicable to • the Work. B. Obtain and pay for all permits associated with this project. C. Other standards and codes which apply to the Work are designated in the specifications. fib 616161V111I0/A9[UPI A. Coordinate scheduling, submissions, and Work of the various Sections of specifications to assure efficient and orderly sequence of construction activities. B. Coordinate completion and clean up of Work of separate Sections. 1.16 WORK RESTRICTIONS A. On -Site Work Hours: Work shall be generally performed from 7:00 a.m. to 6:00 p.m., Monday through Friday, except otherwise indicated. 1. Weekend Hours: Work not allowed unless prior approval provided by Owner — min 48 hour notice. 1.17 MISCELLANEOUS PROVISIONS A. The Contractor shall provide unrestricted all-weather pedestrian business access to the Library at all times during regular business hours shown in Table 1 below. Business access must be ADA compliant and be readily available at all times. • Table 1. Poudre River Public Library — Old Town Library (Main) Business Hours Issue for Bidding: 01 11 00 - 6 Ditesco September 24, 2012 TECHNICAL SPECIFICATIONS DIVISION 01 — GENERAL REQUIREMENTS 01 11 00 SUMMARY OF WORK POUDRE RIVER PUBLIC LIBRARY DISTRICT LIBRARY PLAZA AND STREETSCAPE IMPROVEMENTS Da = Business Hours Monday — Thursday 9:30 a.m. — 9:00 p.m. Friday 10:00 a.m. — 6:00 p.m. Saturday 10:00 a.m. — 5:00 p.m. Sunda 1:00 p.m. — 5:00 p.m. PART 2- PRODUCTS Not Used PART 3- EXECUTION Not Used END OF SECTION • • Issue for Bidding: 01 11 00 - 7 Ditesco September 24, 2012 TECHNICAL SPECIFICATIONS POUDRE RIVER PUBLIC LIBRARY DISTRICT DIVISION 01 — GENERAL REQUIREMENTS LIBRARY PLAZA AND STREETSCAPE IMPROVEMENTS • 01 32 13 PROJECT SCHEDULES SECTION 01 32 13 — PROJECT SCHEDULES PART 1- GENERAL 1.1 SECTION INCLUDES A. Requirements B. • Format C. Content D. Progress Revisions E. Submittals F. Distribution 1.2 RELATED SECTION A. Section 01 11 00—Summary of Work B. Section 01 33 00—Submittal Procedures 1.3 REQUIREMENTS • A. Within 10 days after Effective Date of Agreement, Contractor shall prepare and submit to Engineer estimated construction progress schedules for the Work, with sub schedules of related activities which are essential to its progress. B. Submit to Owner not less than 10 days prior to beginning Work, a "Detailed Work Plan" for each phase of the project. Detailed Work Plans shall include a Traffic Control Plan, Demolition plan and restoration plan that may affect the Library District's interests. Schedule review meeting with Owner. C. Submit revised progress schedules with each pay application. D. Owner may require Contractor to add to his equipment, or construction forces, as well as increase the working hours, if operations fall behind schedule at any time during construction period. 1.4 FORMAT A. General schedule format: Conform to ©Primavera, P6 critical path method (CPM) scheduling format or approved equal: 1. Base schedule on work days and regular working hours, Monday through Friday 7:00 A.M. to 6:00 P.M. 2. Minimum sheet size: 8 1/2" by 11" 3. Color format B. Row (Listings) —Show: 1. Project Title 2. Major areas of construction . 3. Construction activities within major areas of construction Issue for Bidding 01 32 13- 1 Ditesco September 24, 2012 TECHNICAL SPECIFICATIONS POUDRE RIVER PUBLIC LIBRARY DISTRICT DIVISION 01 - GENERAL REQUIREMENTS LIBRARY PLAZA AND STREETSCAPE IMPROVEMENTS 01 32 13 PROJECT SCHEDULES • 4. Provide a separate bar for each construction activity (i.e. each floor or deconstructed area). Bars to be annotated with activity description 5. Critical path activities to be clearly identified by color and lines 6. List in chronological order by start date each major area of construction and then by each construction activity within its respective area of construction 7. Show project start date, finish date, data date, run date, and revision table 8. Contract milestone dates 9. Legend C. Column (Headings) -Show: 1. Activity ID: Define by number corresponding to major specification sections 2. Activity Description 3. Percent Complete 4. Original Duration 5. Remaining Duration 6. Total Float 7. Early Start 8. Early Finish 9. Time Scale: Identify first day of each week. Allow space for notations. 10. Data date line 1.5 CONTENT A. Construction progress schedule -Show: 1. Complete sequence of construction by activity for full length of Contract time. 2. Major areas of construction to include, at a minimum, each separate stage of Work B. Submittals schedule for shop drawings and product data -Show: • 1. The dates for Contractor's submittals 2. The dates accepted submittals will be required from Engineer. Extensions of time for delays in submittal approval shall only be allowed as provided in Section 01 33 00 Products delivery schedule -Show delivery dates for: 1. All major material deliveries 1.6 PROGRESS REVISIONS A. Progress schedules are to be representative of actual construction progress and sequencing of activities. Schedules that do not accurately represent construction progress will be rejected. B. Indicate progress of each activity as of data date. C. Show changes occurring since previous submission of schedule: 1. Major changes in scope 2. Activities modified since previous submission 3. Revised projections of progress and completion 4. Other identifiable changes D. Provide narrative report as needed to define: 1. Problem areas, anticipated delays, and impact on schedule 2. Corrective action recommended, and its effect 3. Effect on changes on schedules of other prime contractors 1.7 SUBMITTALS 40 Issue for Bidding 01 32 13 - 2 Ditesco September 24, 2012 0 0 TECHNICAL SPECIFICATIONS DIVISION 01 — GENERAL REQUIREMENTS 01 32 13 PROJECT SCHEDULES POUDRE RIVER PUBLIC LIBRARY DISTRICT LIBRARY PLAZA AND STREETSCAPE IMPROVEMENTS A. Submit initial schedules within 10 days after award of Contract: 1. Engineer will review schedules and return review copy within 10 days after receipt 2. If required, resubmit within 7 days after return of review copy B. Submit revised progress schedules with each Application for Payment. C. At each submission submit the number of opaque reproductions which the Contractor requires, plus 3 copies which will be distributed by Engineer. Do not submit fewer than 5 copies 1.8 DISTRIBUTION A. Engineer will distribute copies of accepted schedules to: 1. One copy to Owner 2. One copy to Resident Project Representative 3. One copy to be retained in Engineer's file 4. One copy to Contractor to be kept on file at job site 5. Remainder to Contractor for his distribution B. Schedule recipients will report promptly to Engineer and Contractor, in writing, any problems anticipated by projections shown in schedules PART 2- PRODUCTS Not Used PART 3- EXECUTION Not Used Issue for Bidding September 24, 2012 END OF SECTION 013213-3 Ditesco TECHNICAL SPECIFICATIONS DIVISION 01 — GENERAL REQUIREMENTS 01 33 00 SUBMITTAL PROCEDURES POUDRE RIVER PUBLIC LIBRARY DISTRICT LIBRARY PLAZA AND STREETSCAPE IMPROVEMENTS SECTION 01 33 00 — SUBMITTAL PROCEDURES PART 1- GENERAL 1.1 SECTION INCLUDES A. Submission of all shop drawings and product data as required by the Contract Documents for all equipment and materials to be furnished under this contract unless specifically indicated otherwise 1.2 RELATED SECTIONS A. Section 01 33 00—Construction Schedules B. Sections for Divisions 1 through 48—Required Submittals 1.3 SUBMITTALS A. Shop Drawings —Drawings shall be presented in a clear and thorough manner: 1. Identify details by reference to sheet and detail, schedule or room numbers shown on Contract Drawings 2. Identify equipment by reference to equipment name and tag number shown on Contract Drawings 3. Scale and Measurements: Make drawings accurate to a scale with sufficient detail to show the kind, size, arrangement and function of component materials and devices 4. Minimum sheet size: 81/2" by I 5. Fabrication drawing size: 11" by 17" or 24" by 36" B. Product Data —Preparation: 1. Clearly mark each copy to identify pertinent products or models submitted for review 2. Identify equipment by reference to equipment name and tag number 3. Catalog cut sheets: Cross -out or delete irrelevant data 4. Show performance characteristics and capacities 5. Show dimensions and clearances required for installation and maintenance 6. Show wiring or piping diagrams and controls 7. Show external connections, anchorages, and supports required C. "Certificate of Compliance": 1. Provided by manufacturer or supplier in lieu of submittal data required 2. Certifies that product data or item identified in certificate is in total compliance with Contract Document requirements 3. Specifically identifies project name and that there is no deviation from Contract Documents 4. Identify equipment by reference to equipment name and tag number 5. Identify limits of equipment, materials or work provided 6. Provide for specific product data or item only as indicated herein D. Construction Schedule: Designate in the construction schedule, or in a separate coordinated shop drawing schedule, the dates for submission and the dates that reviewed Shop Drawings and Product Data will be needed. 0 Issue for Bidding: 01 33 00 - 1 Ditesco Septembr 24, 2012 0 and the correct sum thereof will be resolved in favor of the correct sum. 17.2. In evaluating Bids, OWNER will consider the qualifications of the Bidders, whether or not the Bids comply with the prescribed requirements, and such alternates, unit prices and other data, as may be requested in the Bid Form or prior to the Notice of Award. 17.3. OWNER may consider the qualification and experience of Subcontractors, Suppliers, and other persons and organizations proposed for those portions of the Work as to which the identity of Subcontractors, Suppliers, and other persons and organizations is submitted as requested by OWNER. OWNER also may consider the operating costs, maintenance requirements, performance data and guarantees of major items of materials and equipment proposed for incorporation in the Work when such data is required to be submitted prior to the Notice of Award. 17.4. OWNER may conduct such investigations as OWNER deems necessary to assist in the evaluation of any Bid and to establish the responsibility, qualifications and financial ability of the Bidder's proposed Subcontractors, Suppliers and other persons and organizations to do the Work in accordance with the Contract Documents to OWNER's satisfaction within the prescribed time. 17.5. If the Contract is to be awarded, it will be awarded to the lowest responsive and responsible Bidder whose evaluation by OWNER indicates to OWNER that the award will be in the best interest of the OWNER. Award shall be made on the evaluated lowest base bid excluding alternates. The basis for award shall be the lowest Bid total for the Schedule or, in the case of more than one schedule, for sum of all schedules. Only one contract will be awarded. 17.6. If the Contract is to be awarded, OWNER will give the Successful Bidder a Notice of Award within forty-five (45) days after the date of the Bid opening. 18.0 CONTRACT SECURITY. The General Conditions and the Supplementary Conditions set forth OWNER's requirements as to performance and other Bonds. When the Successful Bidder delivers the executed Agreement to the OWNER, it shall be accompanied by the required Contract Security. 19.0 SIGNING OF AGREEMENT. When OWNER gives a Notice of Award to the Successful Bidder, it will be accompanied by the required number of unsigned counterparts of the Agreement with all other written Contract Documents attached. Within fifteen (15) days thereafter, CONTRACTOR shall sign and deliver the required number of counterparts of the Agreement and attached documents to OWNER with the required Bonds. Within ten (10) days thereafter, OWNER 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. TECHNICAL SPECIFICATIONS POUDRE RIVER PUBLIC LIBRARY DISTRICT DIVISION 01 — GENERAL REQUIREMENTS LIBRARY PLAZA AND STREETSCAPE IMPROVEMENTS 01 33 00 SUBMITTAL PROCEDURES 1.4 CONTRACTOR RESPONSIBILITIES A. Review shop drawings and product data prior to submission for accuracy and completeness of each submission. Approve and stamp each submission before submitting. C. Determine and verify: 1. Field measurements 2. Field construction criteria Catalog numbers and similar data Conformance with specifications D. Prior to each submission, carefully review and coordinate all aspects of each item being submitted E. Verify that each item and the submittal for it conform in all respects with specified requirements of the Work and of the Contract Documents with respect to means, methods, techniques, sequences, and operations of construction, and safety precautions and programs incidental thereto. F. Make submissions promptly in accordance with Construction Schedule, and in such sequence as to cause no delay in the Work or,in the work of any other Contractor. G. Notify Engineer in writing, at time of submission, of any deviations in the submittals from Contract • Document requirements: 1. Identify and tabulate all deviations in transmittal letter 2. Indicate essential details of all changes proposed, including modifications to other facilities that may be a result of the deviation 1.5 SUBMISSION REQUIREMENTS A. Make submissions far enough in advance of scheduled dates for installation to provide time required for reviews, for securing necessary approvals, for possible revisions and resubmissions, and for placing orders and securing delivery B. In scheduling, allow a minimum of 14 calendar days for review by Engineer following receipt of submission in Engineer's office: 1. Time required to mail submissions or resubmissions is not considered a part of the review period C. Consecutively number all submissions: 1. Assign a unique number to include all shop drawings, product data and other information required for individual specification sections 2. Each specification section may still have more than one submittal number for later submissions (i.e., Preliminary O&M Manuals, Final O&M Manuals, etc.) D. Number of Submittals Required: 1. Shop Drawings and Product Data: Submit a maximum of 2 copies for Contractor's use, plus a maximum of 3 copies which will be distributed by Engineer when approved. Do not submit more than 5 copies. E. Accompany each submission with a letter of transmittal showing all information required for identification and checking. Submittals shall contain: Issue for Bidding: 01 33 00 - 2 Ditesco Septembr 24, 2012 TECHNICAL SPECIFICATIONS POUDRE RIVER PUBLIC LIBRARY DISTRICT DIVISION 01 — GENERAL REQUIREMENTS LIBRARY PLAZA AND STREETSCAPE IMPROVEMENTS 01 33 00 SUBMITTAL PROCEDURES 1. Submittal number 2. Date of submission and dates of any previous submissions 3. Project title and number 4. Owner Contract identification number if applicable 5. The names of a. Contractor b. Supplier C. Manufacturer 6. Identification of the product, with the specification section number 7. Field dimensions, clearly identified as such 8. Relation to adjacent or critical features of the Work or materials 9. Applicable standards, such as ASTM or Federal Specification numbers 10. Identification of deviations from Contract Documents 11. Identification of revisions on resubmissions 12. An 8" by 4" blank space for Contractor's and Engineer's stamps 13. Stamp cover sheet of each submittal as identified in letter of transmittal 14. Contractor's stamp: Initialed or signed, certifying review and approval of submittal, verification of products, field measurements and field construction criteria, and coordination of the information within the submittal with requirements of the Work and of Contract Documents. Use stamp to include wording similar to the following: This submittal has been reviewed by [name of contractor] and approved with respect to the means, methods, techniques, sequences, and procedures of construction, and safety precautions and programs incidental thereto. [Name of contractor] also warrants that this submittal complies with contract documents and comprises no deviations thereto: Section No: Submittal No: Date: by: F. Submittal Log: 1. Maintain an accurate submittal log for duration of the Work showing current status of all submissions 2. Show submittal number, section number, section title, submittal description dates and disposition of submittal 3. Make submittal log available to Engineer for Engineer's review upon request G. Unless specified otherwise, make submissions in groups to facilitate efficient review and approval: 1. Include all associated items from individual specification sections to assure that all information is available for checking each item when it is received 2. Submit a complete initial submittal including all components when an item consists of components from several sources 3. Partial submittals may be rejected as not complying with provisions of the Contract 4. Engineer will not be held liable for delays due to poorly organized or incomplete submissions 5. Do not include items from more than one specification section for any one submittal number H. Contractor may require subcontractors to provide drawings, setting diagrams and similar information to help coordinate the Work, but such data shall remain between Contractor and his Issue for Bidding: 01 33 00 - 3 Ditesco Septembr 24, 2012 0 • 0 TECHNICAL SPECIFICATIONS DIVISION 01 — GENERAL REQUIREMENTS 01 33 00 SUBMITTAL PROCEDURES POUDRE RIVER PUBLIC LIBRARY DISTRICT LIBRARY PLAZA AND STREETSCAPE IMPROVEMENTS subcontractors and will not be reviewed by Engineer unless specifically called for within the Contract Documents. 1.6 DISPOSITION OF SHOP DRAWINGS AND PRODUCT DATA A. "Approved As Submitted": Approved with No Exceptions Noted 1. One copy sent to Owner 2. One copy sent to Resident Project Representative 3. One copy retained in Engineer's file 4. Remaining copies returned to Contractor for his use a. One copy to be kept on file at Contractor's office at job site b. Remaining copies for Contractor's office file, suppliers, or subcontractors 5. No corrections or comments noted on submittal or in transmittal letter 6. Issues or miscellaneous comments pertaining to other related items of the Work may be included in transmittal letter 7. Resubmission not required B. "Exceptions Noted": Approved with Corrections Noted 1. One copy sent to Owner 2. One copy sent to Resident Project Representative 3. One copy retained in Engineer's file 4. Remaining copies returned to Contractor for his use a. One copy to be kept on file at Contractor's office at job site b. Remaining copies for Contractor's office file, suppliers or subcontractors C. Copies of submittal data in operation and maintenance manuals to be revised according to corrections 5. Comply with corrections or comments as noted on submittal and in transmittal letter 6. Resubmission not required C. "Revise And Resubmit": Incorrect or Specific Information Still Required 1. One copy sent to Resident Project Representative 2. One copy retained in Engineer's file 3. All remaining copies returned to Contractor for revision and re -submittal 4. Copy of transmittal letter sent to Owner. An "Approved As Submitted" or "Exceptions Noted" submittal will be forwarded to Owner upon resubmission and review per above disposition requirements. 5. Submittal is either: incorrectly annotated; specific comments need to be addressed and incorporated in re -submittal; and/or additional information may be required as noted in transmittal letter. 6. Submitted information may not include or address specific item required per the specification as identified in transmittal letter. 7. Specific information related to identified item may be required for final approval of submittal. 8. Resubmission of entire submittal may be required or resubmission of specific item may be required as identified in transmittal letter. D. "Rejected": Returned for Correction 1. One copy sent to Resident Project Representative 2. One copy retained in Engineer's file 3. All remaining copies returned to Contractor 4. Copy of transmittal letter sent to Owner 5. Contractor required to resubmit complete submittal package in accordance with Contract Documents 6. Submittal does not comply with provisions of Contract Documents as noted in transmittal letter Issue for Bidding: 01 33 00 - 4 Ditesco Septembr 24, 20112 TECHNICAL SPECIFICATIONS POUDRE RIVER PUBLIC LIBRARY DISTRICT DIVISION 01 — GENERAL REQUIREMENTS LIBRARY PLAZA AND STREETSCAPE IMPROVEMENTS 01 33 00 SUBMITTAL PROCEDURES 7. Resubmission required E. "Receipt Acknowledged": For Reference Purposes Only or for Record Copy 1. One copy sent to Resident Project Representative 2. One copy retained in Engineer's file 3. One copy returned to Contractor 4. Copy of transmittal letter sent to Owner 5. Remaining submittal copies destroyed 6. Detailed review and comment by Engineer not required 7. Resubmission not required 7 DISPOSITION OF SAMPLES A. "Approved As Submitted": Approved with No Exceptions Noted 1. One sample sent to Owner 2. One sample sent to Resident Project Representative 3. One sample retained in Engineer's file 4. Acknowledgment: Copy of transmittal letter sent to Contractor 5. Resubmission not required B. "Exceptions Noted": Approved with Corrections Noted 1. One sample sent to Owner 2. One sample sent to Resident Project Representative 3. One sample retained in Engineer's file 4. Acknowledgment: Copy of transmittal letter sent to Contractor 5. Work performed or products furnished to comply with exceptions noted in acknowledgment 6. Resubmission not required C. "Rejected": Returned for Correction 1. One sample retained in Engineer's file 2. Remaining samples sent to Contractor for re -submittal and compliance with the Contract Documents as noted in transmittal letter 3. Copy of transmittal letter sent to Owner 4. Resubmission required 8 RESUBMISSION REQUIREMENTS A. Make any corrections or changes in submittals required by Engineer and resubmit until approved B. Transmit each resubmission under new letter of transmittal. Use number of original submittal followed directly by a capital letter corresponding to the number of times a submittal is resubmitted (i.e., 1, 1A, 1 B, etc.) C. Shop Drawings and Product Data: 1. Revise initial drawings or data and resubmit as specified for the initial submittal 2. Indicate any changes which have been made other than those requested by Engineer D. Reimbursement of Resubmission Review Costs: 1. Review of first submittal and one re -submittal will be performed by Engineer at no cost to the Contractor 2. Costs for review of subsequent resubmissions will be directly paid by Contractor 3. Engineer will document work -hours required for review and costs for Engineer review will be deducted from payments due Contractor as Change Order deductions. Issue for Bidding: 01 33 00 - 5 Ditesco Septembr 24, 2012 i 0 • TECHNICAL SPECIFICATIONS DIVISION 01 — GENERAL REQUIREMENTS 01 33 00 SUBMITTAL PROCEDURES POUDRE RIVER PUBLIC LIBRARY DISTRICT LIBRARY PLAZA AND STREETSCAPE IMPROVEMENTS 4. Charges for review of resubmissions will include Engineer at a rate of $95 per hour and Admin at a rate of $55 per hour A. Review submittals with reasonable promptness and in accord with approved submission schedule provided that each submittal has been called for by the Contract Documents and is stamped by Contractor as indicated above: 1. In the event that Engineer will require more than 7 calendar days to perform a submittal review as requested by Contractor, Engineer shall so notify Contractor or indicate so on the submission schedule. 2. No extensions of time are allowed due to Engineer's delay in reviewing submittals unless all the following criteria are met: a. Engineer has failed to return submittal within 7 days of receipt of the submittal or receipt of said notice, whichever is later b. Contractor demonstrates that delay in progress of the Work was directly attributable to Engineer's failure to return submittal within 7 days. 3. No extensions of time are allowed due to delays in progress of the Work caused by rejection and subsequent resubmission of data, including multiple resubmissions. B. Review drawings and data submitted only for general conformity with Contract Documents: 1. Engineer's review of drawings and data returned marked "Approved As Submitted" or "Exceptions Noted" does not indicate a thorough review of all dimensions, quantities, and details of material, equipment device or items shown 2. Engineer's review does not relieve Contractor of responsibility for errors, omissions or deviations nor responsibility for compliance with the Contract Documents 3. Engineer's review shall not extend to means, methods, techniques, sequences, operations of construction, and safety precautions and programs incidental thereto. No information regarding these items will be reviewed whether or not included in submittals. C. Assume that no shop drawing or related submittal comprises a deviation to the Contract Documents unless Contractor advises Engineer otherwise in writing which is acknowledged by Engineer in writing: 1. Consider and review only those deviations from the Contract Documents clearly identified as such in submittal and tabulated in the Letter of Transmittal. D. Return submittals to Contractor for distribution or for resubmission Transmit, unreviewed, to Contractor all copies of submittals received directly from suppliers, manufacturers and subcontractors Transmit, unreviewed, to Contractor all copies of submittals not called for by the Contract Documents or which have not been approved by Contractor G. Engineer will not review uncalled-for shop drawings or product data except by special arrangement Affix stamp and indicate approval for submittal or resubmission requirements with the following stamp: Issue for Bidding: Septembr 24, 2012 013300-6 Ditesco TECHNICAL SPECIFICATIONS DIVISION 01 — GENERAL REQUIREMENTS 01 33 00 SUBMITTAL PROCEDURES POUDRE RIVER PUBLIC LIBRARY DISTRICT LIBRARY PLAZA AND STREETSCAPE IMPROVEMENTS ❑ Approved As Submitted ❑ Exceptions Noted ❑ Revise And Resubmit ❑ Rejected This review was performed only for general conformance with the design concept of the project and general compliance with the information given in the contract documents. Modifications or comments made on the shop drawings and product data during this review do not relieve contractor from responsibility for compliance with the requirements of the plans and specifications. Approval of a specific item does not include approval of the assembly of which the item is a component. Contractor is responsible for: dimensions to be confirmed and correlated at the jobsite; information that pertains solely to the fabrication processes or to the means, methods, techniques, sequences, and procedures of construction; coordination of the work of all trades, and for performing all work in a safe and satisfactory manner. Ditesco, LLC Date By 1.10 SUBMITTAL SCHEDULE A. Unless indicated otherwise, provide all submittals required by individual sections of the Contract Documents to establish compliance with the specified requirements B. Contractor may provide "Certificate of Compliance" in lieu of product data submittal as required above for the following sections: SECTION PRODUCT DATA OR NUMBER SECTION TITLE ITEM NONE NONE NONE PART 2- PRODUCTS Not Used PART 3- EXECUTION Not Used END OF SECTION Issue for Bidding: 01 33 00 - 7 Ditesco Septembr 24, 2012 0 19 • TECHNICAL SPECIFICATIONS DIVISION 01 — GENERAL REQUIREMENTS 01 55 26 TRAFFIC CONTROL POUDRE RIVER PUBLIC LIBRARY DISTRICT LIBRARY PLAZA AND STREETSCAPE IMPROVEMENTS SECTION 01 55 26 — TRAFFIC CONTROL PART 1- GENERAL 1.1 SECTION INCLUDES A. General Requirements B. Regulatory Requirements C. Construction Worker Parking D. Construction Parking Control E. Flagmen F. Flares and Lights G. Haul Routes H. Roadway Usage Between Operations I. Traffic Signs and Signals J. Barricades K. Barriers L. Removal 1.2 RELATED SECTIONS A. Section 01 11 00—Summary of Work B. Section 01 33 00 — Submittal Procedures 1.3 GENERAL REQUIREMENTS A. Unless otherwise authorized, keep access to E Oak Street, Peterson Street, and E Olive Street available at all times. 1.4 REGULATORY REQUIREMENTS A. Conformance: "Manual on Uniform Traffic Control Devices," U.S. Department of Transportation, or applicable statutory requirements of authority having jurisdiction. B. The Contractor shall submit a Method of Handling Traffic (MHT) prepared by a certified Traffic Control Supervisor (TCS) to City Traffic Dept and Engineer for approval prior to proceeding with any phases of the work. 1.5 CONSTRUCTION WORKERS PARKING A. Contractor's worker vehicles are limited to be located internal to the designated staging area which is anticipated on Peterson Street east of the Library site. Issue for Bidding: 01 55 26 - 1 Ditesco September 24, 2012 TECHNICAL SPECIFICATIONS POUDRE RIVER PUBLIC LIBRARY DISTRICT DIVISION 01 — GENERAL REQUIREMENTS LIBRARY PLAZA AND STREETSCAPE IMPROVEMENTS 01 55 26 TRAFFIC CONTROL All parking and staging for Contractor's workers shall be procured by the Contractor from the City of Fort Collins. 1.6 CONSTRUCTION PARKING CONTROL A. Contractor is responsible to control vehicular parking to prevent interference with public traffic and parking, access by emergency vehicles, and Owner's operations. Contractor shall be responsible for any and all parking tickets received due to his operations unless they are issued inside the Contractor's work zone or designated staging area. 7 FLAGMEN A. Provide trained and equipped flagmen to regulate traffic when construction operations or traffic encroach on parking or traffic lanes. 8 FLARES AND LIGHTS A. Use flares and lights during hours of low visibility to delineate traffic lanes and to guide traffic. 9 HAUL ROUTES A. Coordinate with the Owner and Engineer to establish public thoroughfares to be used for haul routes and site access. B. Confine construction traffic to designated haul routes. Provide traffic control at critical areas of haul routes to regulate traffic, to minimize interference with public traffic. 1.10 ROADWAY USAGE BETWEEN OPERATIONS A. At all times when work is not actually in progress, make open, passable, and maintain to traffic such portions of the Project and temporary roadways or portions thereof as may be agreed upon between Contractor and the Owner. 1.11 TRAFFIC SIGNS AND SIGNALS A. At approaches to site and on site, install at crossroads, detours, parking areas, and elsewhere as needed to direct construction and affected public traffic. 1. Contractor shall be responsible for allowing access and directing pedestrian traffic to library's main entrance. Contractor shall provide all-weather access to Library front door and shall be responsible for ensuring it is cleared and maintained during course of the Work. B. Install and operate traffic control signals to direct and maintain orderly flow of traffic in areas under Contractor's control, and areas affected by Contractor's operations. C. Relocate as Work progresses, to maintain effective traffic control. D. Protect all roadways by effective barricades on which are placed warning signs. 12 BARRICADES r Issue for Bidding: 01 55 26 - 2 Ditesco September 24, 2012 TECHNICAL SPECIFICATIONS POUDRE RIVER PUBLIC LIBRARY DISTRICT DIVISION 01 — GENERAL REQUIREMENTS LIBRARY PLAZA AND STREETSCAPE IMPROVEMENTS 01 55 26 TRAFFIC CONTROL A. Contractor shall completely enclose operations with barricades at all times when site is encumbered by open trenches, other excavations or other obstructions. B. Barricades shall be a minimum of six (6) feet high chain link fence weighted or adequately secured at the base as to prevent easy removal or relocation. C. Provide additional fencing as required to protect stored materials and products and to insure public safety. D. Contractor shall be responsible for depicting location of barricades. This shall be further required under Section 01 33 00 when submitting "Detailed Work Plans". E. Illuminate by means of warning lights all barricades and obstructions form sunset to sunrise. 1.13 BARRIERS A. Provide barriers to prevent unauthorized entry to construction areas and to protect existing facilities and adjacent properties from damage from construction operations and demolition. B. Provide suitable barriers as required for public protection. C. Protect non -owned vehicular traffic, stored materials, site and structures from damage. D. Install facilities of a neat and reasonable uniform appearance, structurally adequate for the required purposes. 0 E. Contractor shall be responsible for depicting location of barricades F. Illuminate by means of warning lights all barricades and obstructions form sunset to sunrise. G. Relocate barriers as required by progress of construction. H. Completely remove barriers, including foundations, when construction has progressed to the point that they are no longer needed. I. Clean and repair damage caused by installation, fill and grade the areas of the site to required elevations and slopes and clean the area. 1.14 REMOVAL A. Remove equipment and devices when no longer required B. Repair damage caused by installation C. Remove post settings to a depth of 2 feet PART 2- PRODUCTS Not Used PART 3- EXECUTION Not Used Issue for Bidding: 01 55 26 - 3 Ditesco September 24, 2012 TECHNICAL SPECIFICATIONS DIVISION 01 —GENERAL REQUIREMENTS 01 55 26 TRAFFIC CONTROL POUDRE RIVER PUBLIC LIBRARY DISTRICT LIBRARY PLAZA AND STREETSCAPE IMPROVEMENTS END OF SECTION a • Issue for Bidding: 01 55 26 - 4 Ditesco September 24, 2012 21.0 RETAINAGE. Provisions concerning retainage are set forth in the Agreement. 22.0 COLLUSIVE OR SHAM BIDS. Any Bid deemed by the City in its sole discretion to be a collusive or sham Bid will be rejected and reported to authorities as such. Your authorized signature of this Bid assures that such Bid is genuine and is not a collusive or sham Bid. 23.0 BID RESULTS. For information regarding results for individual Bids send a self-addressed, self -stamped envelope and a Bid tally will be mailed to you. Bid results will be posted in the Purchasing office seven (7) days after the Bid Opening. END OF SECTION 0 9 0 TECHNICAL SPECIFICATIONS POUDRE RIVER PUBLIC LIBRARY DISTRICT DIVISION 01 - LIBRARY PLAZA AND STREETSCAPE IMPROVEMENTS • 01 56 39 TEMPORARY TREE AND PLANT PROTECTION SECTION 01 56 39 - TEMPORARY TREE AND PLANT PROTECTION s PART 1 -GENERAL 1.1 SUMMARY A. This S ection i ncludes t he protection and t rimming of ex isting t rees t hat i nterfere w ith, or are affected by, execution of the Work, whether temporary or permanent construction. 1.2 SUBMITTALS A. Product Data: For each type of product indicated. B. Tree Pruning Schedule: Written schedule from arborist detailing scope and extent of pruning of trees to remain that interfere with or are affected by construction. C. Certification: From arborist, certifying that trees indicated to remain have been protected during construction according to recognized standards and that trees were promptly and properly treated and repaired when damaged. D. Maintenance Recommendations: F rom ar borist, for care and pr otection of t rees of fected by construction during and after completing the Work. 1.3 QUALITY ASSURANCE A. Arborist Qualifications: An arborist certified by ISA or licensed in the jurisdiction where Project is located. B. Tree Pruning Standard: Comply with ANSI A300 (Part 1), 'Tree, Shrub, and Other Woody Plant Maintenance --Standard Practices (Pruning)." C. Pre -installation Con ference: B efore tree pr otection a nd t rimming operations begi n, meet w ith representatives of authorities having j urisdiction, Owner, Landscape Architect, consultants, and other concerned entities to review tree protection and trimming procedures and responsibilities. D. Trees to be preserved on the site are an asset to the library. The Contractor will be fined $250 per caliper inch for damage to trees as a result of not complying with this specification. PART 2-PRODUCTS 2.1 MATERIALS A. Plywood: 3/4" thick. B. Concrete Blankets 0 C. Snow Fencing Issue for Bidding: 01 6639 -1 Ripley Design September 24, 2012 TECHNICAL SPECIFICATIONS POUDRE RIVER PUBLIC LIBRARY DISTRICT DIVISION 01 - LIBRARY PLAZA AND STREETSCAPE IMPROVEMENTS 01 56 39 TEMPORARY TREE AND PLANT PROTECTION . D. Steel T-Post PART 3 - EXECUTION 3.1 PREPARATION A. See Drawings: sheet G1, General Notes B. Temporary Protection: Install concrete blankets around tree trunks to protect remaining trees and vegetation from c onstruction da mage. Secure and maintain t emporary protection until construction is complete. C. Protect tree root systems from damage caused by runoff or spillage of noxious materials while mixing, placing, or storing construction materials. Protect root systems from ponding, eroding, or excessive wetting caused by dewatering operations. D. Do not store construction materials, debris, or excavated material inside tree protection zones. Do not permit vehicles or foot traffic within tree protection zones; prevent soil compaction over root systems. E. For construction access within a drip line of trees, only where absolutely necessary, place'/," plywood over existing turf. 3.2 EXCAVATION • A. Do not ex cavate within t ree pr otection z ones, unl ess of herwise i ndicated on gr ading and landscape plans. 1. Where excavation is required per plans, hand dig around roots only or use air spade. 2. Excavation cut only at walk and wall locations. Surface cultivated for planting areas with hand t ools onl y t o a maximum dept h o f 4" ; a dditional depth f or i ndividual plants is allowed, but make adjustments to plant locations to avoid excess damage to existing tree roots. 3. Root Pruning: Only roots smaller than'/z" are allowed to be cut and only where new walk or wall installations di ctate. Cut r oots w ith s harp pr uning ins truments; do not br eak or c hop. Any removal of roots larger than'/z" need to be at the direction of the City Arborist. Make adjustments to plant i nstallations to m inimize dam age to a xisting r oots. See a ISO gener al not es s heet in construction plans. 4. Minor Fill: Where existing grade is 6 i nches or I ess bel ow el evation of finish grade, fill with topsoil. Place topsoil in a single uncompacted layer and hand grade to required finish elevations. 3.3 TREE PRUNING A. Contact City Arborist prior to any tree pruning. B. Prune trees to remain that are affected by temporary and permanent construction. C. Prune trees to remain to compensate for root loss caused by damaging or cutting root system. Provide subsequent maintenance during Contract period as recommended by arborist. Issue for Bidding: 01 5639 - 2 Ripley Design September 24, 2012 w • TECHNICAL SPECIFICATIONS POUDRE RIVER PUBLIC LIBRARY DISTRICT DIVISION 01 - LIBRARY PLAZA AND STREETSCAPE IMPROVEMENTS 01 56 39 TEMPORARY TREE AND PLANT PROTECTION D. Pruning Standards: Prune trees according to ANSI A300 (Part 1). E. Cut branches with sharp pruning instruments; do not break or chop. F. Chip removed tree branches and dispose of off -site. 3.4 TREE REPAIR AND REPLACEMENT A. If the existing tree(s) are damaged during construction, contact the City Arborist immediately. Consult with the City Arborist for remedy solutions prior to any action. B. Promptly repair trees damaged by construction operations within 24 hours or as instructed by the City Arborist. Treat damaged trunks, limbs, and roots according to arborist's written instructions. C. Remove and r eplace t rees i ndicated to r emain that di a or ar a da maged dur ing c onstruction operations that arborist determines are incapable of restoring to normal growth pattern. Contractor is responsible for all remedy costs for damage to existing landscape not noted to be removed. 3.5 DISPOSAL OF WASTE MATERIALS A. Burning is not permitted. B. Disposal: Remove excess excavated material and displaced trees from Owner's property. Issue for Bidding: September 24, 2012 END OF SECTION 01 56 39 01 6639 - 3 Ripley Design TECHNICAL SPECIFICATIONS POUDRE RIVER PUBLIC LIBRARY DISTRICT DIVISION 01 — GENERAL REQUIREMENTS LIBRARY PLAZA AND STREETSCAPE IMPROVEMENTS 01 57 13 TEMPORARY EROSION AND SEDIMENT CONTROL 0 SECTION 01 57 13—TEMPORARY EROSION AND SEDIMENT CONTROL PART 1- GENERAL 1.1 SECTION INCLUDES A. Furnish, install, and maintain erosion and sedimentation control materials and procedures. Remove upon completion of work. B. Design an erosion and sediment control plan in accordance with specified standards. Monitor compliance as required by applicable standards 1.2 GENERAL REQUIREMENTS A. Contractor shall submit an erosion and sediment control plan in accordance with Section 01 33 00. 1.3 EROSION AND SEDIMENT CONTROL A. Erosion and Sediment Control Plan: Prior to the start of work, the Contractor shall submit a Storm Water Management Plan (SWMP). The SWMP plan shall contain the following required information: 1. Name of Contractor's personnel responsible for managing the SWMP plan. 2. Analysis of the erosion and sediment controls needed for the Project, including extent of controls, appropriate methods and construction phasing or sequencing of work. B. The SWMP shall be designed in conformance with the U. S. Environmental Protection Agency • (EPA) Document No. EPA 832/R-92-005 (September 1992 or latest version), Storm Water Management for Construction Activities, Chapter 3, or local erosion and sedimentation control standards and codes, whichever is more stringent. The plan shall meet the following objectives: 1. Prevent loss of soil during deconstruction by stormwater runoff and/or wind erosion, including protecting topsoil by stockpiling for reuse. 2. Prevent sedimentation of storm sewer or receiving streams. 3. Prevent polluting the air with dust and particulate matter. C. The SWMP should include the following information: 1. Statement of erosion control and stormwater control objectives. 2. Comparison of post -development stormwater runoff conditions with pre -development conditions. 3. Description of all temporary and permanent erosion control and stormwater control measures implemented on the project site. 4. Description of the type and frequency of maintenance activities required for the chosen erosion control methods. D. Contractor shall submit copies of the SWMP for review by the Engineer. Contractor shall make requested revisions and complete the approved SWMP. E. Install sediment control/silt fencing at site perimeter where necessary to prevent erosion and sedimentation from occurring off site. F. During and after site grading, maintain a roughened surface on all disturbed areas to minimize erosion potential. G. Construct temporary drainage swales with staked straw bale barriers to control drainage patterns • and minimize erosion. Issue for Bidding: 01 57 13 - 1 Ditesco September 24, 2012 TECHNICAL SPECIFICATIONS POUDRE RIVER PUBLIC LIBRARY DISTRICT DIVISION 01 — GENERAL REQUIREMENTS LIBRARY PLAZA AND STREETSCAPE IMPROVEMENTS 01 57 13 TEMPORARY EROSION AND SEDIMENT CONTROL H. Provide gravel & wire or staked hay bale sediment traps at culvert inlets to prevent siltation. 1.4 EROSION AND SEDIMENT CONTROL IMPLEMENTATION A. Distribution: Contractor shall distribute copies of the approved SWMP to the Superintendent, each affected Subcontractor, Owner and Engineer. One copy shall be posted at the jobsite at all times. B. Instruction: Contractor shall provide onsite instruction of appropriate erosion and sediment control measures to be implemented and maintained at appropriate stages of the work. C. Erosion and Sediment Control Plan Compliance: Contractor shall implement, maintain and monitor compliance with the approved SWMP. 1. Protect areas prone to erosion from construction activities and implement a soil stabilization plan in susceptible areas D. Conditions in the field may warrant erosion control measures in addition to what is specified herein. The Contractor shall implement whatever measures are determined necessary, as directed by the Owner or Engineer. 1.5 DUST CONTROL A. Furnish and maintain such facilities or procedures as may be necessary to prevent air -borne dust generated by the construction activities of this project from affecting either the Owner's use of this site or neighboring properties. Damage to adjacent properties through Contractor's neglect of preventing air borne dust shall be paid for by the Contractor. B. Maintain damp jobsite at all times during demolition/deconstruction. 0 1.6 PROGRESS CLEANING A. Maintain areas free of waste materials, debris, and rubbish. Maintain site in a clean and orderly condition. B. Remove debris and rubbish from remote spaces prior to enclosing the space. C. Remove waste materials, debris, and rubbish from site not less than weekly and dispose off -site in accordance with local and state regulations 1.7 PROTECTION OF TREES A. Contractor shall take whatever means necessary to protect existing trees. Do not remove trees under any circumstances. Hand excavate inside of, and within 10' outside diameter of root zone. Do not cut tree roots. Reference Section 01 56 39. B. Protect tree branches and structures from damage. Erect temporary tree enclosures (fence) as necessary to limit equipment contact with branches or trunks. PART 2- PRODUCTS 2.1 MATERIALS A. Erosion and Sediment Control Materials: Refer to specific silt fence and other required materials. Issue for Bidding: 01 57 13 - 2 Ditesco September 24, 2012 TECHNICAL SPECIFICATIONS POUDRE RIVER PUBLIC LIBRARY DISTRICT DIVISION 01 — GENERAL REQUIREMENTS LIBRARY PLAZA AND STREETSCAPE IMPROVEMENTS 01 57 13 TEMPORARY EROSION AND SEDIMENT CONTROL B. Straw Bales: Not allowed. C. Wattles: 8" diameter machine -produced tube filled with compacted rice straw in seamless flexible netting material, creating a densely filled fiber log D. Bedding material used shall be equivalent to Colorado Department of Transportation Class A filter material. PART 3- EXECUTION 3.1 PREPARATION A. No earth -disturbing activity outside the limits designated on the plans is permitted. B. All required perimeter silt and construction fencing shall be installed prior to any land disturbing activity (stockpiling, stripping, grading, etc.). All other required erosion control measures shall be installed at the appropriate time in the deconstruction sequence as indicated in the approved SWMP, deconstruction drawings and erosion control report. C. At all times during construction, the Contractor shall be responsible for preventing and controlling onsite erosion including keeping the property sufficiently watered so as to minimize windblown sediment. The Contractor shall also be responsible for installing and maintaining all erosion control and mitigation facilities D. Pre -disturbance vegetation shall be protected and retained wherever possible. Removal or disturbance of existing vegetation shall be limited to the areas required for immediate deconstruction/demolition operations, and for the shortest practical period of time 3.2 EXECUTION A. All soils exposed during land disturbing activity (stripping, grading, utility installations, stockpiling, filling, etc.) shall be kept in a roughened condition by ripping or disking along land contours until mulch, vegetation or other permanent erosion control best management practices are installed. B. In order to minimize erosion potential, all temporary (structural) erosion control measures shall 1. Be inspected at a minimum of once after each significant storm event and repaired or reconstructed as necessary in order to ensure the continued performance of their intended function. 2. Remain in place until such time as all the surrounding disturbed areas are sufficiently stabilized as determined by the Owner and Engineer. 3. Be removed after the site has been sufficiently stabilized as determined by the Owner and Engineer. C. No soil stockpile shall exceed 10' in height. All soil 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. D. Silt Fence: Set stakes, construct 4" wide x 4" deep trench upslope of stakes, install fabric to bottom of trench, backfill and compact excavated trench. E. Wattle Sediment Barrier: Wattle sediment barriers will be installed after the initial grading of the site (in swales) and after the installation of storm pipes and inlets. Install wattles with ends tightly abutted. Stake each wattle into the ground with two (2) wooden stakes. Issue for Bidding: 01 57 13 - 3 Ditesco September 24, 2012 0 i 0 0 TECHNICAL SPECIFICATIONS POUDRE RIVER PUBLIC LIBRARY DISTRICT DIVISION 01 — GENERAL REQUIREMENTS LIBRARY PLAZA AND STREETSCAPE IMPROVEMENTS 01 57 13 TEMPORARY EROSION AND SEDIMENT CONTROL Issue for Bidding: September 24, 2012 END OF SECTION 015713-4 Ditesco TECHNICAL SPECIFICATIONS DIVISION 02 — EXISTING CONDITIONS 0241 00 DEMOLITION PART 1 -GENERAL 1.1 WORK INCLUDED POUDRE RIVER PUBLIC LIBRARY DISTRICT LIBRARY PLAZA AND STREETSCAPE IMPROVEMENTS SECTION 02 41 00 — DEMOLITION A. Furnish equipment and labor to dismantle/demolish and remove materials, equipment, fixtures, accessories and systems, including related utilities, to the existing Old Town Library plaza/streetscape. Demolition includes but is not limited to: 1. Demolition of entire concrete flatwork, curb, and wall as indicated on the contract documents. 2. Demolition/relocation of existing trees as per the contract documents. 1.2 RELATED SECTIONS A. Section 01 73 29 — Cutting and Patching 1.3 REGULATORY REQUIREMENTS A. Contractor shall take all necessary care in demolition and/or any reconstruction on this project so as not to damage or destroy the building or any features to remain on the site. B. Provide, erect and maintain barricades, lighting and guardrails as required by applicable regulatory requirements to protect construction workers and occupants of property. C. Provide a safe -zone perimeter, including signs, fencing, and periodic patrol to protect both vehicular and pedestrian traffic around the project. D. Working hours — reference Section 01 32 13 and 01 11 00. E. Noise pollution — The Contractor shall limit noise during designated working hours to less than 80dB. Any variance from this specification shall be preapproved by the Owner and Engineer. 1.4 ACCESS TO BUILDING AND SITE A. Plan, schedule and conduct selective demolition work in a manner that will allow constant Owner business activities and normal operations in buildings. B. Owner will occupy potions of building immediately adjacent to selective demolition area. Conduct selective demolition so Owner's operations will not be disrupted. PART 2- PRODUCTS 2.1 DEMOLITION A. General: Furnish labor, equipment and materials as required to complete demolition as described in this document. B. Contractor shall recycle demolished concrete and asphalt, as available, to the greatest extent possible. PART 3- EXECUTION Issue for Bidding: 0241 00-1 Ditesco September 24, 2012 • • 1* TECHNICAL SPECIFICATIONS POUDRE RIVER PUBLIC LIBRARY DISTRICT DIVISION 02 — EXISTING CONDITIONS LIBRARY PLAZA AND STREETSCAPE IMPROVEMENTS 02 41 00 DEMOLITION 3.1 PREPARATION A. General: Coordinate and execute demolition work in an orderly, neat and timely manner. B. Ensure that all utilities and services to remain in use have been adequately marked and protected and will be maintained during the course of this work. C. Provide adequate dust protection to prevent transmission of particulates from entering air handling equipment in adjoining buildings. The use of water may be required to keep air born particulates from leaving the specific site area. Cover and protect equipment and fixtures that cannot be removed from the general area of demolition work. D. Site Access and Temporary Controls: Conduct selective demolition and debris -removal operations to ensure minimum interference with roads, streets, walks, and walkways. Temporary Facilities: Provide temporary barricades and other protection required to prevent injury to people and damage to facilities to remain. 1. Provide protection to ensure safe passage of people around selective demolition area and from occupied portions of building. 2. Provide temporary weather protection, during interval between selective demolition of existing construction on exterior surfaces and new construction, to prevent water leakage and damage. Ensure that fumes from equipment or construction operations do not enter adjacent buildings. G. Sod Protection 1. Contractor shall place minimum 4'x8'x3/4" plywood over existing sod prior to placement of materials/moving of equipment over sod. 2. If sod damage occurs, Contractor shall replace sod and return site to existing conditions. 3.2 SELECTIVE DEMOLITION A. Demolish and remove existing construction only to the extent required by new construction and as indicated. Perform selective demolition work in a systematic, orderly and careful manner. B. General Contractor shall be responsible for removing and separating all materials for disposal and recycle. C. Dispose of demolished items and materials promptly 3.3 SELECTIVE DEMOLITION PROCEDURES FOR SPECIFIC MATERIALS A. Concrete: Demolish in sections. Cut concrete full depth at junctures with construction to remain and at regular intervals, using power -driven saw, then remove concrete between saw cuts. 3.4 DISPOSAL OF DEMOLISHED MATERIALS A. Promptly remove debris, rubbish and other materials resulting from demolition operations from the building site. 1. Do not allow stockpiling of materials on -site. 2. Remove and transport debris in a manner that will prevent spillage on adjacent surfaces and areas. 3. Do not burn demolished materials. B. Keep general construction site area reasonably clean, to the satisfaction of the Owner. Issue for Bidding: 0241 00 - 2 Ditesco September 24, 2012 TECHNICAL SPECIFICATIONS POUDRE RIVER PUBLIC LIBRARY DISTRICT DIVISION 02— EXISTING CONDITIONS LIBRARY PLAZA AND STREETSCAPE IMPROVEMENTS 02 41 00 DEMOLITION C. Transport and dispose of materials offsite in a legal manner. D. Recycling of Construction Waste: Contractor shall endeavor to recycle as much construction debris and waste materials as practicable. END OF SECTION Issue for Bidding: 02 41 00 • 3 Ditesco September 24, 2012 • SECTION 00300 BID FORM • • i 0 • TECHNICAL SPECIFICATIONS DIVISION 03 — CONCRETE 03 00 00 CONCRETE POUDRE RIVER PUBLIC LIBRARY DISTRICT LIBRARY PLAZA AND STREETSCAPE IMPROVEMENTS SECTION 03 00 00 - CONCRETE PART 1- GENERAL 1.1 SECTION INCLUDES A. Performance tolerances B. Quality assurance C. Delivery, storage, and handling D. Forms E. Reinforcing steel F. Cast -in -Place -Concrete G. Fabrication H. Concrete accessories 1.2 RELATED SECTIONS A. None 1.3 REFERENCES A. ACI 214—Recommended Practice for Evaluating Compression Test Results of Field Concrete B. ACI 301—Structural Concrete for Buildings C. ACI 302—Recommended Practice for Concrete Floor and Slab Construction D. ACI 304—Recommended Practice for Measuring, Mixing, Transporting and Placing Concrete E. ACI 305/305R—Hot Weather Concreting F. ACI 306/306R—Cold Weather Concreting G. ACI 308—Standard Practice for Curing Concrete H. ACI 309—Standard Practice for Consolidation of Concrete I. ACI 315—Manual of Standard Practice for Detailing Reinforced Concrete Structures J. ACI 318—Building Code Requirements for Reinforced Concrete K. ACI 347—Recommended Practice for Concrete Formwork L. ACI SP-66—American Concrete Institute —Detailing Manual Issue for Bidding: September 24, 2012 03 00 00 - 1 Ditesco TECHNICAL SPECIFICATIONS POUDRE RIVER PUBLIC LIBRARY DISTRICT DIVISION 03 — CONCRETE LIBRARY PLAZA AND STREETSCAPE IMPROVEMENTS 03 00 00 CONCRETE M. ASTM A82—Cold Drawn Steel Wire for Concrete Reinforcement N. ASTM A185—Welded Steel Wire Fabric for Concrete Reinforcement O. ASTM A497—Welded Deformed Steel Wire Fabric for Concrete Reinforcement P. ASTM A615—Deformed and Plain Billet Steel Bars for Concrete Reinforcement Q. ASTM C31—Making and Curing Concrete Test Specimens in the Field R. ASTM C33—Concrete Aggregates S. ASTM C39—Test Method for Compressive Strength of Cylindrical Concrete Specimens T. ASTM C94—Ready-Mixed Concrete U. ASTM C143—Test Method for Slump of Hydraulic Cement Concrete V. ASTM C150—Standard Specification for Portland Cement W. ASTM C171—Sheet Materials for Curing Concrete X. ASTM C260—Air Entraining Admixtures for Concrete Y. ASTM C309—Liquid Membrane -Forming Compounds for Curing Concrete Z. ASTM C494—Chemical Admixtures for Concrete AA. ASTM C618—Fly Ash and Raw or Calcinated Natural Pozzolan for Use as a Mineral Admixture in Portland Cement Concrete BB. ASTM D994—Preformed Expansion Joint Fillerfor Concrete (Bituminous Type) CC. ASTM D1190—Concrete Joint Sealer, Hot -Poured Elastic Type DD. ASTM D1751—Preformed Expansion Joint Fillers for Concrete Paving and Structural Construction (Non -extruding and Resilient Bituminous Types) EE. ASTM D1752—Preformed Sponge Rubber and Cork Expansion Joint Fillers for Concrete Paving and Structural Construction FF. ASTM D2103—Polyethylene Film and Sheeting GG. CRSI—Concrete Reinforcing Steel Institute —Manual of Practice HH. CRSI 63—Recommended Practice for Placing Reinforcing Bars II. CRSI 65—Recommended Practice for Placing Bar Supports, Specifications and Nomenclature JJ. PS 1—Construction and Industrial Plywood 1.4 PERFORMANCE TOLERANCES Issue for Bidding: 03 00 00 - 2 Ditesco September 24, 2012 TECHNICAL SPECIFICATIONS POUDRE RIVER PUBLIC LIBRARY DISTRICT DIVISION 03 — CONCRETE LIBRARY PLAZA AND STREETSCAPE IMPROVEMENTS 0100 00 CONCRETE A. Conform to ACI 301 and ACI 347, as modified herein. In case of conflict, ACI 347 governs over ACI 301 1.5 SUBMITTALS A. Submit under provisions of Section 01 33 00 B. Shop Drawings: Reinforcing bar lists, fabrication and placement drawings 1. Indicated bar sizes, spacing, locations, and quantities of reinforcing steel bending and cutting schedules 2. Indicate pertinent dimensions, materials, bracing, and arrangement of joints and ties C. Concrete mock up: Contractor to provide mock up for concrete Symbols 1, 2, and 3. 1. Mock up shall be 10'x10' in size and incorporate all concrete types and finishes. D. Product Data: Provide sufficient information on products specified to verify compliance with specifications. 1. Provide detailed information on concrete retarder as specified in the contract documents. 2. CHI 027 Retarder for Surface Treatment or approved equal 3. Surface sealer, curing agent E. Test Reports: 1. Submit reports of tentative concrete mix design and testing including: a. Slump range on which the design is based b. Total gallons of water per cubic yard C. Brand, type, composition, and quantity of cement with manufacturer and plant location identified d. Brand, type, composition and quantity of fly ash e. Specific gravity and gradation of each aggregate f. Ratio of fine to total aggregates g. Surface -dry weight of each aggregate per cubic yard h. Brand, type ASTM designation, active chemical ingredients and quantity of each admixture i. Air content and tolerance j. Water/cementitious material ratio and tolerance k. Compressive strength based at 7 and 28-day compression tests I. Time of initial set 2. Submit reports of field quality control testing. 3. Submit suppliers certified fly ash test reports for each shipment delivered to concrete supplier: a. Physical and chemical characteristics b. Certification of compliance with the specifications C. Signed by Contractor and concrete supplier 4. Existing data on proposed design mixes are acceptable if certified and complete. 1.6 QUALITY ASSURANCE A. Perform work in accordance with ACI 301. B. Acquire cement and aggregate from same source for all work. 1.7 DELIVERY, STORAGE, AND HANDLING • A. Materials handling and batching shall conform to applicable provisions of ASTM C94 Issue for Bidding: 03 00 00 - 3 Ditesco September 24, 2012 TECHNICAL SPECIFICATIONS POUDRE RIVER PUBLIC LIBRARY DISTRICT DIVISION 03 — CONCRETE LIBRARY PLAZA AND STREETSCAPE IMPROVEMENTS 03 00 00 CONCRETE B: Reinforcing steel: Store on supports which will keep it from contact with the ground and cover to prevent unacceptable surface corrosion and contamination. C. Rubber and plastic materials: Store in a cool place, do not expose to direct sunlight. D. Truck operator shall hand ticket to on -site field representative at the time of delivery with ticket to show: 1. Mix Design Number 2. Quantity delivered 3. Actual quantity of each material in batch 4. Outdoor temp in the shade 5. Time at which cement was added 6. Numerical sequence of the delivery 7. Quantity of water that can be added in the field based on mix design 8. Free moisture in fine and coarse aggregate in percent by weight 9. Temperature of batch Extra Water: A. Deliver concrete to site in exact quantities required by design mix. B. Should extra water be required for workability before depositing concrete, and the water/cement ratio of accepted mix design will not be exceeded, the General Contractor's superintendent shall have the sole authority to authorize addition of water. Additional water shall not exceed 1 gal/cu. yd. Any additional water added to mix after leaving batch plant shall be indicated on truck ticket and signed by person responsible. C. Where extra water is added to concrete it shall be mixed thoroughly for 30 revolutions of drum before depositing. • D. Water may be added at the site only once for each batch. E. A full set of tests shall be performed after addition of water. Excessive slump or other out of range tests will be cause for rejection. Environmental Requirements: 1. Cold Weather Placement: a. When for three successive days prior to concrete placement the average daily outdoor temperature drops below 400 F or when the average outdoor temperature is expected to drop below 400 F on the day of concrete placement, preparation, protection and curing of concrete shall comply with ACI 306R. b. Minimum temperature of concrete upon delivery shall conform to ACI 301 Table 7.6.1.1. Concrete at time of placement shall conform to minimum values of ACI 306R Table 1.4.1, and shall not exceed minimum values by more than 20- F. C. Subject to acceptance of Owner an accelerating admixture may be used. Admixtures shall meet requirements of Part 2. Calcium Chloride and other chloride -type accelerating admixtures will not be allowed. d. Comply with concrete protection temperature requirements of ACI 306R. Record concrete temperatures during specified protection period at intervals not to exceed 16 hours and no less than twice during any 24 hour period. 2. Hot Weather Placement: a. When depositing concrete in hot weather, follow recommendations of ACI 305R. b. Temperature of concrete at time of placement shall not exceed 85o F. C. When air temperatures on day of placement are expected to exceed 900 F, mix ingredients shall be cooled before mixing. Flake ice or well -crushed ice of a size that will melt completely during mixing may be substituted for all or part of mix water. • Issue for Bidding: 03 00 00 - 4 Ditesco September 24, 2012 11 TECHNICAL SPECIFICATIONS DIVISION 03 — CONCRETE 03 00 00 CONCRETE POUDRE RIVER PUBLIC LIBRARY DISTRICT LIBRARY PLAZA AND STREETSCAPE IMPROVEMENTS d. Retarding admixture may be used subject to acceptance of Owner. Admixtures shall meet requirements of Part 2. e. Protect to prevent rapid drying. Start finishing and curing as soon as possible. G. Protect newly finished slabs from rain damage. Protect finished slabs from mortar leakage from pouring of concrete above. Protect newly finished slabs from freezing. Cover masonry walls, glazing, and other finish materials with polyethylene or otherwise protect from damage due to pouring of concrete. PART2-PRODUCTS f►�i�a]:4&61 A. Prefabricated: The Burke Company "Burke Forming System," Simplex "Industrial Steel Frame Forms", Symons "Steel -Ply", Universal "Uniform", or equal B. Plywood: PS 1, waterproof resin -bonded, exterior type Douglas Fir; face adjacent to concrete Grade B or better C. Fiberboard: FS LL-B-810, Type IX, tempered, waterproof, screen back, concrete form hardboard D. Lumber: Straight, uniform width and thickness: and free from knots, offsets, holes, dents, and other surface defects E. Chamfer strips: Clear, white pine, surface against concrete planed F. Form coating: The Burke Company "Burke Release #1," Industrial lubricants "Nox-Crete Form Coating", L & M "Debond", Protex "Pro -Cote", Richmond "Rich Cote', or equal G. Form ties: Removable end, permanently embedded body types with waterstops not requiring auxiliary spreaders, with cones on both ends, embedded portion 1 inch minimum back from concrete face. If not provided with threaded ends, constructed for breaking off ends without damage to concrete. The Burke Company "Burke Penta-Tie System" or equal 2.2 REINFORCING STEEL A. Bars: ASTM A615, Grade 60 B. Welded wire fabric: ASTM A185 or A497 C. Bar supports: PS 7; CRSI Class B or E, fabricated from galvanized wire having PVC coated legs D. Tie wire: 16 1/2 gage or heavier, black annealed wire 2.3 CONCRETE A. Cement: ASTM C150, Type 1/11 B. Fly ash: ASTM C618, Class C or Class F, except loss on ignition not more than 5 percent C. Fine aggregate: Clean, natural sand, ASTM C33; no manufactured or artificial sand Issue for Bidding: 03 00 00 - 5 Ditesco September 24, 2012 TECHNICAL SPECIFICATIONS POUDRE RIVER PUBLIC LIBRARY DISTRICT DIVISION 03 — CONCRETE LIBRARY PLAZA AND STREETSCAPE IMPROVEMENTS 03 00 00 CONCRETE D. Coarse aggregate: Crushed rock, natural gravel, or other inert granular material, ASTM C33 except clay and shale particles no more than 1 percent. Free of all materials deleteriously reactive with alkalies in the cement in an amount to cause excessive expansion of concrete. E. Water: Clean and free from injurious amounts of oils, acids, alkalis, salts, organic materials, or other substances that maybe deleterious to concrete or steel. Provide mixing water free from deleterious amounts of chloride ion for prestressed concrete or for concrete which will contain aluminum embedments including that portion of the mixing water contributed in the form of free moisture on the aggregates. F. Admixtures: 1. Acceleration: High range water reducer 2. Plasticizer: ASTM C494, Type A; Grace'WRD A-HC," "Sika Chemical "Plastocrete", or equal Air entraining agent: ASTM C260; Grace "Darex AEA", Master Builders "MB-VR", Protex "AES", Sika Chemical "AEK", or equal 4 MIXES A. Design concrete mix within the limits specified. B. Comply with ASTM C94 C. 3/4" Aggregate Mix Design (optional mix for concrete Symbol 1 or 2) 1. Cement Content: a. Minimum Portland cement 600 Ibs per cu yd of concrete. b. Contractor may substitute fly ash for up to 15 percent of cement at a ratio of the specific gravity of cement divided by specific gravity of fly ash. 2. Water/Cementitious Material (Cement and Fly Ash) Ratio: Less than or equal to 0.45 3. Slump: 5 inch maximum a. As low as possible consistent with proper handling and thorough compaction. 4. Volume Ratio of Fine to Total Aggregates: Coarse Aggregate Size Minimum Ratio Maximum Ratio 1 /2" 0.40 0.55 3/4" 0.35 0.50 1" 0.30 0.46 5. Initial Set: 5-1/2 hrs after water and cement are added to the aggregates as determined by ASTM C403: a. Adjust retarder or accelerator quantities to compensate for temp and job condition variations. 6. Volumetric Air Content: a. Maximum 4 percent + 1 percent after placement b. Vary air content with maximum aggregate, ASTM C94, Table 3. 7. Admixtures: Content, batching method, and time of introduction in accordance with the manufacturer's recommendations for compliance with this specification. a. Include a water reducing admixture. b. Calcium chloride content shall not exceed 0.05 percent of the cement content by weight. 8. Strength: Compressive strength as determined by ASTM C39 Age Minimum Strength 7 days 3,000 psi • Issue for Bidding: 03 00 00 - 6 Ditesco September 24, 2012 TECHNICAL SPECIFICATIONS DIVISION 03 — CONCRETE • 03 00 00 CONCRETE •' 28 days 4,500 psi POUDRE RIVER PUBLIC LIBRARY DISTRICT LIBRARY PLAZA AND STREETSCAPE IMPROVEMENTS 9. Consistency: Uniform slump, suitable for the placement conditions with aggregate floating uniformly throughout the concrete mass, flowing sluggishly when vibrated or spaded. 10. Adjust mix as required to meet specifications. 3/8" Aggregate Mix Design (to be used for concrete Symbol 3) 1. Cement Content: a. Minimum Portland cement 600 Ibs per cu yd of concrete. b. Contractor may substitute fly ash for up to 15 percent of cement at a ratio of the specific gravity of cement divided by specific gravity of fly ash. 2. Water/Cementitious Material (Cement and Fly Ash) Ratio: Less than or equal to 0.48 3. Slump: 5 inch maximum a. As low as possible consistent with proper handling and thorough compaction. 4. Initial Set: 5-1/2 hrs after water and cement are added to the aggregates as determined by ASTM C403: a. Adjust retarder or accelerator quantities to compensate for temp and job condition variations. 5. Volumetric Air Content: a. Maximum 6.5 percent + 1 percent after placement b. Vary air content with maximum aggregate, ASTM C94, Table 3. 6. Admixtures: Content, batching method, and time of introduction in accordance with the manufacturer's recommendations for compliance with this specification. a. Include a water reducing admixture. b. Calcium chloride content shall not exceed 0.05 percent of the cement content by weight. 7. Strength: Compressive strength as determined by ASTM C109 Age Minimum Strength 7 days 3,000 psi 28 days 4,500 psi 8. Consistency: Uniform slump, suitable for the placement conditions with aggregate floating uniformly throughout the concrete mass, flowing sluggishly when vibrated or spaded. 9. Adjust mix as required to meet specifications. E. #4- Sand Mix Design (optional mix for concrete Symbol 1 or 2) 1. Cement Content per cu yard of mix. a. Minimum Portland cement 700 Ibs per cu yd of concrete. b. Contractor shall use fly ash for up to 40% percent of cement at a ratio of the specific gravity of cement divided by specific gravity of fly ash where possible. 2. Water/Cementitious Material (Cement and Fly Ash) Ratio: Less than or equal to 0.50. 3. Slump: 5 inch maximum 4. a. As low as possible consistent with proper handling and thorough compaction. Volume Ratio of Fine to Total Aggregates: Coarse Aggregate Size Quantity in Mix Design Sand 70% of Total Mix Pea Gravel 30% of Total Mix 5. Initial Set: 5-1/2 hrs after water and cement are added to the aggregates as determined by ASTM C403: Issue for Bidding: September 24, 2012 030000-7 Ditesco TECHNICAL SPECIFICATIONS - POUDRE RIVER PUBLIC LIBRARY DISTRICT DIVISION 03 — CONCRETE LIBRARY PLAZA AND STREETSCAPE IMPROVEMENTS 03 00 00 CONCRETE a. Adjust retarder or accelerator quantities to compensate for temp and job condition variations. 6. Volumetric Air Content: a. Maximum 3 percent ± 1 percent after placement b. Vary air content with maximum aggregate, ASTM C94, Table 3. 7. Admixtures: Content, batching method, and time of introduction in accordance with the manufacturer's recommendations for compliance with this specification. a. Include a water reducing admixture. b. Calcium chloride content shall not be used in this concrete mix. C. Shrinkage Reducing Admixtures shall not exceed 2 percent by weight of cement. 8. Strength: Compressive strength as determined by ASTM C109 Age Minimum Strength 7 days 3,000 psi 28 days 4,500 psi 9. Consistency: Uniform slump, suitable for the placement conditions with aggregate floating uniformly throughout the concrete mass, flowing sluggishly when vibrated or spaded. 10. Adjust mix as required to meet specifications. 2.5 FABRICATION A. Reinforcing Steel: Accurately formed, fabricated in accordance with ACI 315 and 318 except as specified or indicated on drawings, free from rust, scale and contaminants which will reduce bond. • 6 SOURCE QUALITY CONTROL A. Test the proposed concrete mix for each size and gradation of aggregates and each consistency intended for use in the project. B. Aggregates: Sample and test according to ASTM C33 Determine bulk specific gravity in accordance with ASTM C127 and C128 C. Compression tests: 1. Prepare 2 sets of compression test cylinders from each proposed concrete mix, 4 cylinders per set 2. Test 1 set of 4 cylinders at 7 days, the other at 28 days 3. Make, cure and store in accordance with ASTM C192 4. Test in accordance with ASTM C39 D. Slump test: ASTM C143 E. Total air content: ASTM C231 F. Fly Ash: Supplier's chemical composition and physical analysis test G. Initial set test: 1. In accordance with ASTM C403 2. Test at 70 F and 90 F ambient 3. Test at 70 F on mix including specific plasticizing and entraining admixtures • 4. Test at 90 F on mix including specified retarding and air entraining admixtures Issue for Bidding: 03 00 00 - 8 Ditesco September 24, 2012 TECHNICAL SPECIFICATIONS POUDRE RIVER PUBLIC LIBRARY DISTRICT DIVISION 03 — CONCRETE LIBRARY_ PLAZA AND STREETSCAPE IMPROVEMENTS • 03 00 00 CONCRETE 5. Fly ash: Supplier's chemical composition and physical analysis test PART 3- EXECUTION 3.1 EXAMINATION A. Verify site conditions under provisions of Section 01 11 00. B. Verify requirements for concrete cover over reinforcement. C. Verify that anchors, seats, plates, reinforcement and other items to be case into concrete are accurately placed, positioned securely, and will not cause hardship in placing concrete. 3.2 FORMS A. Design to produce hardened concrete to the shape, lines, and dimensions indicated on the drawings. B. Conform to ACI 347 as modified herein. C. Surfaces exposed to view: 1. Prefabricated plywood panel forms, job -built plywood forms, or forms lined with plywood or fiberboard. 2. Laid out in a regular and uniform pattern with long dimensions vertical and joints aligned. 3. Produce finished surfaces free from offsets, ridges, waves, and concave or convex areas. • 4. Maximum deviation from a true plane: 1/8 inch within 6 feet D. Plywood or lined forms are not required for surface normally submerged or not normally exposed to view. E. Other type of forms may be used for surfaces not restricted to plywood or lined forms as backing for form lining. F. Provide forms above all extended footings; flat segmental forms, 2 foot maximum width, may be used for curved surfaces 25 feet minimum diameter. G. Provide polyethylene film to protect concrete from water loss when placing concrete against gravel or crushed rock not containing 25 percent minimum material passing a No. 4 sieve, lap joint 4 inches. H. When placing concrete against rock, remove all loose pieces of rock and clean exposed surface with high pressure hose. I. Provide substantial forms sufficiently tight to prevent leakage of mortar. J. Brace or tie forms to maintain desired position, shape, and alignment during and after concrete placement. K. Size and space wailers, studs, internal ties and other form supports so proper working stresses are not exceeded. L. Where the top of a wall will be exposed to weathering, stop form on at least 1 side at true line and grade. Issue for Bidding: 03 00 00 - 9 Ditesco September 24, 2012 TECHNICAL SPECIFICATIONS POUDRE RIVER PUBLIC LIBRARY DISTRICT DIVISION 03 — CONCRETE LIBRARY PLAZA AND STREETSCAPE IMPROVEMENTS 03 00 00 CONCRETE . M. Locations to be finished to a specified elevation, slope, or contour, bring form to true line and grade and provide a wooden guide strip at the proper location in the forms for finishing the top surface with a screed or template. N. Install form ties on exposed surfaces in uniformly spaced vertical and horizontal rows. O. Provide chamfer strips to bevel salient edges and corners. P. Do not remove or disturb until concrete has attained sufficient strength to safely support all dead and live loads. Q. Maintain forms in place for a minimum of 40 hours for length of curing time in accordance with ACI 306/306R when temperature is 45 F and below. R. Remove forms carefully to prevent surface gouging, corner or edge breakage and other drainage. 3.3 REINFORCING STEEL A. Accurately position reinforcing steel on supports, spacers, hangers, or other reinforcing steel at maximum intervals of 4 feet on center. B. Secure with wire ties or suitable clips. Tie 50 percent of all reinforcement and reinforcement at intersections for wall and floor construction. C. Except at contact splices, minimum clear distances between bars, the greater of: 1. Nominal diameter of bars 2. 1.5 times max size of coarse aggregate 3. 3 inch in other locations D. Where reinforcement is placed in 2 layers, place bars in upper layer directly above bars in lower layer. E. Splices: 1. As specified or indicated on the drawings 2. Splices at other locations will be acceptable, if approved by Engineer 3. Do not weld or tack weld reinforcing steel except where specifically indicated on drawings. 4. Remove and replace steel upon which any unauthorized welding has been performed. 5. When splicing bars in tie beams subject to tensile loading, splice no more than half the bars within a length of 40 bar diameter and hook each spliced bar end 180 degrees. 3.4 TRANSPORTING MIXED CONCRETE A. Transporting of mixed concrete shall conform to ACI 305R. B. Do not exceed manufacturer's guaranteed capacity of truck agitators. Maintain the mixed concrete in a thoroughly mixed and uniform mass during hauling. C. Do not incorporate additional mixing water into the concrete during hauling or after arrival at the delivery point, unless ordered by the Engineer. If additional water is to be incorporated into the concrete, revolve the drum not less than 30 revolutions at mixing speed after the water is added and before placing concrete. Issue for Bidding: 03 00 00 - 10 Ditesco September 24, 2012 • SECTION 00300 BID FORM PROJECT: 7435 Plaza & Streetscape Improvements for Old Town Library Place Fort Collins Date October 18, 2012 In compliance with your Invitation to Bid dated May 26, 20 12and subject to all conditions thereof, the undersigned _Hoff Construction a (Corporation, Limited-Nabi4ty-C�ny;4�eoflership,-doiMAt enhrre,-of o -Proprietcr) authorized to do business in the State of Colorado hereby proposes to furnish and do everything required by the Contract Documents to which this refers for the construction of all items listed on the following Bid Schedule or Bid Schedules. 2. The undersigned Bidder does hereby declare and stipulate that this proposal is made in good faith, without collusion or connection with any other person or persons Bidding for the same Work, and that it is made in pursuance of and subject to all the terms and conditions of the Invitation to Bid and Instructions to Bidders, the Agreement, the detailed Specifications, and the Drawings pertaining to the Work to be done, all of which have been examined by the undersigned. 3. Accompanying this Bid is a certified or cashier's check or standard Bid bond in the sum of 5% of total bid amount ($_5 ) 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 are as follows:Granite Re,Inc.14001 Quailbrook Dr.,Oklahoma City, OK 5. All the various phases of Work enumerated in the Contract Documents with their individual jobs and overhead, whether specifically mentioned, included by implication or appurtenant thereto, are to be performed by the CONTRACTOR under one of the items listed in the Bid Schedule, irrespective of whether it is named in said list. 6. Payment for Work performed will be in accordance with the Bid Schedule or Bid Schedules subject to changes as provided in the Contract Documents. 7. The undersigned Bidder hereby acknowledges receipt of Addenda No. through TECHNICAL SPECIFICATIONS POUDRE RIVER PUBLIC LIBRARY DISTRICT DIVISION 03 — CONCRETE LIBRARY PLAZA AND STREETSCAPE IMPROVEMENTS • 03 00 00 CONCRETE D. 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 by the Engineer. E. Provide delivery ticket and comply with delivery requirements of this section. 3.5 PLACING CONCRETE A. Place concrete in accordance with ACI 301. B. Notify Engineer not less than 24 hrs in advance of the times and places at which contractor intends to place concrete. C. Predetermine limits at each pour and place all concrete within limits of pour in one continuous operation. D. Rigidly secure forms, reinforcing steel, embedment, and anchor bolts in proper position. E. Remove all mud, water, ice, snow, frozen material, and debris from space to be occupied by concrete. F: Clean surfaces encrusted with dried concrete from previous concrete operations. G. Convey to the point of final deposit by methods which will prevent separation or loss of ingredients. 0 H. Place concrete in final position without being moved laterally more than 5 feet. Place concrete in approximately horizontal layers of proper depth for proper compaction, not more than 2 feet. J. Place subsequent layer while the preceding layer is still plastic. K. Top finish concrete when thoroughly settled. L. Remove all laitance, debris, and surplus water from the tops of the forms by screeding, scraping or other effective means. M. Overfill the forms for walls whose tops will be exposed to the weather and screed off the excess after the concrete has settled. N. Provide vertical construction joints as required to comply with these requirements. O. The subgrade shall be prepared and forms installed as specified herein. After concrete placement, the Contractor shall screed the concrete to the finished grade. Exposed sand finish surfaces shall be consolidated using a double drum roller tamp prior to floating — use this process as needed to achieve surface etching based on mix design chosen. The roller shall provide unifonnity during rolling including the corner areas of the slab. Deviations from this process must be approved 48 hours prior to scheduled placement of fresh concrete. P. Retarder shall be applied per the manufacturer's recommendations using an approved sprayer to achieve a uniform and consistent application rate. Area(s) adjacent to the new installation shall be protected from damage as required. Retarder shall be applied at varying rates to achieve surface . etching as approved by the Owner's Representative (concrete Symbols 1, 2 and 3 in the contract drawings). Issue for Bidding: 03 00 00 - 11 . Ditesco September 24, 2012 TECHNICAL SPECIFICATIONS DIVISION 03 — CONCRETE 03 00 00 CONCRETE POUDRE RIVER PUBLIC LIBRARY DISTRICT LIBRARY PLAZA AND STREETSCAPE IMPROVEMENTS Q. At the appropriate time, concrete paste shall be washed from the surface with a power washer or as approved by the Owner's Representative. The overall texture shall be free from texture deficiencies such as deep or shallow surface inconsistencies. Care shall be taken to contain the cement paste when washed from the concrete surface. Wattles or containment pits shall be required to ensure that no residue runs through the gutter or enters inlets. The method of containment shall be approved by the Owner's Representative. The paste residue shall be removed from the site and properly disposed. 3.6 COMPACTION A. Thoroughly compact concrete during and immediately after placement. B. Work concrete around all reinforcements and embedments and into the corners of the forms. C. Use mechanical vibrators which will maintain 9,000 cycles per minutes when immersed in the concrete, 1 1/2 hp motor minimum. 3.7 COLD WEATHER CONCRETING A. Conform to ACI 306/306R, except as modified herein. B. Minimum concrete temp at the time of mixing: Outdoor Temp Concrete Temp at Placement (in shade) at Mixing Below 30 degrees F 70 degrees F Between 30 degrees F and 45 degrees F 60 degrees F Above 45 degrees F 50 degrees F C. Do not place heated concrete which is warmer than 80 degrees F. D. If freezing temp are expected during curing, maintain the concrete temp at or above 50 degrees F for 5 days or 70 degrees F for 3 days with forms in place. E. Do not allow concrete to cool suddenly. 3.8 HOT WEATHER CONCRETING A. Conform to ACI 305/305R, except as modified herein. B. At air temp of 90 degrees F and above keep concrete as cool as possible during placement and curing. C. Do not allow concrete temperature to exceed 70 degrees F at placement. D. Prevent plastic shrinkage cracking due to rapid evaporation of moisture. E. Do not place concrete when the actual or anticipated evaporation rate equals or exceeds 0.2, Ibs per sq ft per hr as determined from ACI 305, Fig 2.1.4. 3.9 CURING AND PROTECTION Issue for Bidding: 03 00 00 - 12 Ditesco September 24, 2012 • is • TECHNICAL SPECIFICATIONS POUDRE RIVER PUBLIC LIBRARY DISTRICT DIVISION 03— CONCRETE LIBRARY PLAZA AND STREETSCAPE IMPROVEMENTS 03 00 00 CONCRETE A. Protect concrete from moisture loss at relatively constant temperature for at least 7 days after placement except that the time period for curing by saturation for concrete being protected from low temp shall be 1 day less than the duration of low temp protection. B. Cure concrete by methods which will keep concrete surfaces adequately wet during curing, in accordance with ACI 308. C. Maintain rate of temperature change less than 5 F in any one (1) hour period. D. Water curing: 1. Begin water saturation as quickly as possible after initial set. 2. Regulate water application to provide complete surface coverage with a minimum of runoff. 3. Interrupt the application of water to walls for grout cleaning only over the area being cleaned at the time and do not permit the surface to become dry during such an interruption. E. Membrane curing: 1. Membrane curing compound may be used in lieu of water curing on concrete which will not be covered later with mortar or concrete. 2. Spray apply membrane curing compound at not more than: a. General use: 300 sf per gal recommended 3. Cover unformed surfaces within 30 minutes of final finishing. 4. If forms are removed before the end of the curing period, immediately apply curing compound to the formed surface before they dry out. . 5. Protect curing compound against abrasion during the curing period. F. Film curing: 1. Polyethylene sheeting may be used in lieu of water curing on concrete which will be covered or hidden from view. 2. Begin film curing as quickly after initial set of the concrete as possible. 3. Completely cover the surfaces with polyethylene sheeting. 4. Overlap the sheeting edges for sealing and anchorage. 5. Seal joints between sheets. 6. Promptly repair tears, holes, and other damage. 7. Anchor covering continuously at edges and on the surfaces as required to prevent billowing. A. Defective Concrete: Concrete not conforming to required lines, details, dimensions, tolerances or specified requirements. B. Repair or replacement of defective concrete will be determined by the Engineer. C. Repair defects in formed concrete surfaces within 24 hours of removing forms. D. Replace defective concrete within 48 hrs. E. Cut out and remove to sound concrete honeycombed or otherwise defective concrete. F. Cut edges square to avoid feathering. • G. Comply with Chapter 9, ACI 301. Issue for Bidding: 03 00 00 - 13 Ditesco September 24, 2012 TECHNICAL SPECIFICATIONS DIVISION 03 — CONCRETE 03 00 00 CONCRETE POUDRE RIVER PUBLIC LIBRARY DISTRICT LIBRARY PLAZA AND STREETSCAPE IMPROVEMENTS Perform repair work so as not to interfere with thorough curing of adjacent concrete. Adequately cure repair work. 3.11 FINISHING FORMED SURFACES A. Remove fins and other surface projections from all formed surfaces except exterior surfaces that will be in contact with earth backfill and are not specified to be dampproofed. B. Use a power grinder, if necessary, to remove projections and provide a flush surface. C. Remove fins and fill tie hole on surfaces exposed to view: 1. Clean, dry and fill tie holes with non -shrink grout. 2. Finish flush to match the texture of adjacent concrete. D. Grout cleaning under provisions of Chapter 10, ACI 301: 1. Grout clean surfaces exposed to view to produce a smooth uniform surface free of marks, voids, surface glaze and cement dust. 2. Use nonshrink grout mix with bonding agent. Dampen surface and apply with cork or rubber float. 3.12 FIELD QUALITY CONTROL A. Field inspection and testing will be performed in accordance with ACI 301. B. The Owner shall pay for all field and compressive strength tests to determine compliance of concrete materials in accordance with the specifications. C. Field Control Test: 1. Tests by ACI certified technician. 2. Make tests in presence of Engineer. 3. Provide all equipment, supplies, and the services of one or more employees, as required. 4. The test frequencies specified are minimum. Additional tests may be performed as required by the job conditions. D. Slump: Test a sample from each truck load in accordance with ASTM C143 if requested by Engineer and when making test cylinders. E. Air Content: Test a sample from each truck load if requested by Owner and when making test cylinders. Compression Tests: 1. Make one set of 5 cylinders each day. 2. Test one cylinder in each set at 3 days, one cylinder at 7 days, two cylinders at 28 days, and one cylinder at 56 days. 3. The other one cylinder to be used as directed by Engineer at any time. 4. Engineer will evaluate in accordance with ACI 214 and 318. 5. Make, cure, store, and deliver cylinders in accordance with ASTM C31. 6. Test in accordance with ASTM C39. 7. Mark or tag each set of test cylinders with the date and time of day the cylinders were made, the location in the work where the concrete represented by the cylinders was placed, the delivery truck or batch number, the air content, and the slump. G. Storage Facilities for Concrete Test Cylinders: Issue for Bidding: 03 00 00 - 14 September 24, 2012 Ditesco r -1 L -A 7 • TECHNICAL SPECIFICATIONS DIVISION 03 — CONCRETE 03 00 00 CONCRETE POUDRE RIVER PUBLIC LIBRARY DISTRICT LIBRARY PLAZA AND STREETSCAPE IMPROVEMENTS Including water necessary, a specially prepared box with high -low thermometer and thermostatically controlled heating devices in accordance with ASTM C31. Failure of Test Cylinder Results: 1. Upon failure of 28-day test cylinder results, the Engineer may require the Contractor, at his expense, to obtain and test at least three 4-inch diameter cored samples from area in question. 2. Concrete will be considered adequate if average of three core tests is at least 85 percent of, and if no single core is less than 75 percent of, the specified 28-day strength. 3. In the event an area is found to be structurally unsound, the Engineer may order removal and replacement of concrete as required. The cost of the core tests and removal and replacement of defective concrete shall be borne by the Contractor. 4. Fill all core holes as specified for repairing defective concrete. Issue for Bidding: September 24, 2012 END OF SECTION 030000-15 Ditesco TECHNICAL SPECIFICATIONS POUDRE RIVER PUBLIC LIBRARY DISTRICT DIVISION 31 — EXCAVATION AND FILL LIBRARY PLAZA AND STREETSCAPE IMPROVEMENTS 31 10 00 SITE CLEARING is SECTION 31 10 00 - SITE CLEARING PART 1 -GENERAL 1.1 SUMMARY A. This Section includes the following: 1. Removing existing trees, shrubs, groundcovers, plants, and grass. 2. Clearing and grubbing. 3. Stripping and stockpiling topsoil. 4. Removing above- and below -grade site improvements. 5. Disconnecting and capping or sealing site utilities. 6. Temporary erosion and sedimentation control measures. 1.2 MATERIAL OWNERSHIP A. Except for stripped topsoil or other m aterials i ndicated to remain Owner's property, cleared materials shall become Contractor's property and shall be removed from Project site. 1.3 PROJECT CONDITIONS A. Traffic: Minimize interference with adjoining roads, streets, walks, and other adjacent occupied • or used facilities during site -clearing operations. 1. Do not c lose or obstruct streets, walks, or of her adj acent oc cupied or used f acilities without permission from Owner and authorities having jurisdiction. 2. Provide alternate routes around closed or obstructed traffic ways if required by authorities having jurisdiction. B. Salvable Improvements: Carefully remove items indicated to be salvaged and store on Owner's premises where indicated. C. Utility Locator Service: Notify utility locator service for area where Project is located before site clearing. D. Do not commence site clearing operations until temporary erosion and sedimentation control measures are in place. PART 2 - EXECUTION 2.1 PREPARATION A. Protect and maintain benchmarks and survey control points from disturbance dur ing construction. B. Locate and clearly flag trees and vegetation to remain or to be relocated. C. Protect existing site improvements to remain from damage during construction. • Issue for Bidding: 31 10 00 - 1 Ripley Design September 24, 2012 TECHNICAL SPECIFICATIONS POUDRE RIVER PUBLIC LIBRARY DISTRICT DIVISION 31 — EXCAVATION AND FILL LIBRARY PLAZA AND STREETSCAPE IMPROVEMENTS • 31 10 00 SITE CLEARING 1. Restore damaged improvements to their original condition, as acceptable to Owner. 2.2 TEMPORARY EROSION AND SEDIMENTATION CONTROL A. Provide temporary erosion and sedimentation control m easures to prevent soil erosion and discharge of soil -bearing water runoff or airborne dust to adjacent properties and walkways, according to best management practices and the City of Fort Collins standards. B. Inspect, repair, and m aintain erosion and sedimentation control measures during construction until permanent vegetation has been established. C. Remove erosion and s edimentation controls and r estore and s tabilize areas disturbed during removal. 2.3 TREE PROTECTION A. See Section 01 56 39 Temporary Tree and Plant Protection. B. Do not excavate within tree protection zones, unless otherwise indicated. C. Repair or replace trees and vegetation i ndicated to remain that are damaged by construction operations, in a manner approved by Landscape Architect. 2.4 UTILITIES A. Locate and identify existing utilities. B. Existing Utilities: Do not interrupt utilities serving facilities occupied by Owner or others unless permitted under t he following conditions and t hen onl y after arranging to provide t emporary utility services according to requirements indicated: 1. Notify not less than two days in advance of proposed utility interruptions. 2. Do not proceed with utility interruptions without Architect's written permission. 2.5 CLEARING AND GRUBBING A. Fill depressions c aused by c learing and gr ubbing o perations with satisfactory s oil material unless further excavation or earthwork is indicated. Place fill material in horizontal I ayers not ex ceeding a I oose dept h of 8 i nches, and compact each layer to a density equal to adjacent original ground. 2.6 PAVEMENT REMOVAL A. See Section: 02 41 00 - Demolition 2.7 TOPSOIL STRIPPING • A. Remove sod and grass before stripping topsoil. Issue for Bidding: 31 10 00 - 2 Ripley Design September 24, 2012 TECHNICAL SPECIFICATIONS POUDRE RIVER PUBLIC LIBRARY DISTRICT DIVISION 31 — EXCAVATION AND FILL LIBRARY PLAZA AND STREETSCAPE IMPROVEMENTS 31 10 00 SITE CLEARING • B. Strip topsoil tow hatever dept hs are encountered in am anner t o prevent intermingling with underlying subsoil or other waste materials. C. Stockpile t opsoil materials a way f rom edge of ex cavations w ithout i ntermixing w ith s ubsoil. Grade and shape stockpiles to drain surface water. Cover to prevent windblown dust. 2.8 SITE IMPROVEMENTS A. Remove e xisting abo ve- and bel ow -grade im provements as i ndicated and as nec essary t o facilitate new construction. 2.9 DISPOSAL A. Disposal: Remove surplus soil material, unsuitable topsoil, obstructions, demolished materials, and waste materials including trash and debris, and legally dispose of them off Owner's property. Separate r ecyclable materials pr oduced dur ing s ite c learing from of her nonr ecyclable materials. Store or stockpile without intermixing with other materials and transport them to recycling facilities. END OF SECTION 31 10 00 0 • Issue for Bidding: 31 10 00 - 3 Ripley Design September 24, 2012 TECHNICAL SPECIFICATIONS POUDRE RIVER PUBLIC LIBRARY DISTRICT DIVISION 32 — EXTERIOR IMPROVEMENTS LIBRARY PLAZA AND STREETSCAPE IMPROVEMENTS • 32 12 16 ASPHALT PAVING SECTION 32 12 16 — ASPHALT PAVING/PATCHING PART 1-GENERAL 1.1 SECTION INCLUDES A. Asphaltic concrete patching over prepared subgrade and/or base course B. Repair of existing roads damaged during construction 1.2 RELATED SECTIONS A. None 1.3 REFERENCES A. ASTM C29—Unit Weight and Voids in Aggregate B. ASTM C88—Soundness of Aggregates by Use of Sodium Sulfate or Magnesium Sulfate C. ASTM C117—Materials Finer than No. 200 Sieve in Mineral Aggregates by Washing D. ASTM C128—Specific Gravity Test and Absorption of Fine Aggregate E. ASTM C131—Resistance to Degradation of Small Size Coarse Aggregate by Abrasion and Impact in the Los Angeles Machine. F. ASTM C136—Sieve or Screen Analysis of Fine and Coarse Aggregates G. ASTM D4—Bitumen Content H. ASTM D5—Penetration of Bituminous Materials I. ASTM D70—Specific Gravity of Semi -Solid Bituminous Materials J. ASTM D93—Flash Point by Pensky-Martens Closed Tester K. ASTM D113—Ductility of Bituminous Materials L. ASTM D1188—Bulk Specific Gravity of Compacted Bituminous Mixtures M. ASTM D1559—Resistance to Plastic Flow of Bituminous Mixtures Using Marshall Apparatus N. ASTM D2041—Theoretical Maximum Specific Gravity of Bituminous Paving Mixtures O. ASTM D2170—Kinematic Viscosity of Asphalts (Bitumens) P. ASTM D2172—Quantities Extraction of Bitumens from Bituminous Paving Mixtures Q. ASTM D2419—Sand Equivalent Value of Soils and Fine Aggregate Issue for Bidding: 3212 16-1 Ditesco September 24, 2012 TECHNICAL SPECIFICATIONS POUDRE RIVER PUBLIC LIBRARY DISTRICT DIVISION 32 — EXTERIOR IMPROVEMENTS LIBRARY PLAZA AND STREETSCAPE IMPROVEMENTS 32 12 16 ASPHALT PAVING • R. ASTM D290—Bituminous Mixing Plant Inspection S. ASTM D946—Asphalt Cement for Use in Pavement Construction T. ASTM D692—Course Aggregate for Bituminous Paving U. ASTM D1073—Fine Aggregate for Bituminous Paving Mixtures V. MS-2—Mix Design Method for Asphalt Concrete and Other Hot Mix Types -The Asphalt Institute (AI) 1.4 SUBMITTALS A. Submit under provisions of Section 01 33 00 B. Samples: P rovide samples of materials for laboratory testing and j ob-mix design for asphaltic concrete paving section C. Test Reports: Submit laboratory reports for the following materials tests 1. Coarse and fine aggregate from each material source and each required grading: a. Sieve analysis: ASTM C136 (AASHTO T19) b. Unit weight of slag: ASTM C29 (AASHTO T19) C. Soundness: ASTM C88 (AASHTO T104) d. Sand equivalent: ASTM D2419 (AASHTO T176) e. Abrasion of coarse aggregate: ASTM C131 (AASHTO T96) 2. Asphalt cement for each penetration grade: a. Penetration: ASTM D5 (AASHTO T49) b. Viscosity (Kinematic): ASTM D2170 (AASHTO T201) C. Flash Point: ASTM D93 (AASHTO T48) d. Ductility: ASTM D113 (AASHTO T51) e. Solubility: ASTM D4 (AASHTO T44) f. Specific gravity: ASTM D70 (AASHTO T43) 3. Job -mix design mixtures for each material or grade: a. Bulk specific gravity for fine aggregate: ASTM C128 (AASHTO T84) 4. Uncompacted asphalt concrete mix: Maximum specific gravity ASTM D2041 (AASHTO T209) Issue for Bidding: 32 12 16 - 2 Ditesco September 24, 2012 • 11 8. BID SCHEDULE (Base Bid) Contractor to provide for the construction of the Poudre River Public Library District Plaza and Streetscape Improvements according to these specifications, drawings, and contract documents. Lump Sum Base Bid — $ • Demolition, architectural concrete flatwork, curb ramps, seat walls, statues, boulders, benches and planters. Base Bid in Words: Additive Bid Alternates — Contractor is to provide all inclusive pricing for the bid alternates listed below. Add Alternate 1: Materials for Checkerboard — LS $ ell so Add Alternate 2: Materials for Story Tree Amphitheatre — LS $ _ !�" Add Alternate 3: Lighting — LS $ Pa -31 (00 Add Alternate 4: Flagstone Walks — LS $ 13 . 'ADO 00 Add Alternate 5: Site Furnishings — LS $ is 10 q Unit Price Items (additive or deductive to contract) Unit Description I Unit Unit Price LO Flatwork Demolition and Removal SF 5C� Architectural Concrete Flatwork — 6" SF $ CIL' Architectural Concrete Flatwork — 4" SF $ -- d) °�• Concrete Flatwork(grey) SF $ Curb and Gutter (remove/replace) LF $ 020 — Asphalt Remove and Replace TON �n $�'� TECHNICAL SPECIFICATIONS POUDRE RIVER PUBLIC LIBRARY DISTRICT DIVISION 32— EXTERIOR IMPROVEMENTS LIBRARY PLAZA AND STREETSCAPE IMPROVEMENTS 32 12 16 ASPHALT PAVING 5. Compacted asphalt concrete mix: a. Bulk density: ASTM D1188 (AASHTO T166) b. Marshall stability and flow: ASTM D1559 6. Density and void analysis: a. Provide each series of asphalt concrete m ixture test specimens, i n accordance with MS-2 b. Use Marshall method of mix design unless otherwise directed or acceptable to Engineer 7. Sampling and testing of asphalt concrete mixtures for quality control during paving operations: a. Uncompacted asphalt concrete mix: 1) Asphalt cement content: ASTM D2172 (AASHTO T164) 2) Penetration of recovered asphalt cement: ASTM D5 (AASHTO T49) 3) Ductibility of recovered asphalt cement: ASTM D113 (AASHTO T51) b. Compacted asphalt concrete mix: • 4) Bulk density: ASTM D1188 (AASHTO T166) 5) Marshall stability and flow: ASTM D1559 C. Perform at least one test for each day's paving 8. Asphalt plant inspection: ASTM D290 1.5 DELIVERY, STORAGE AND HANDLING A. Deliver, store, protect and handle materials under provisions of Larimer County Urban Area Street Standards (LCUASS) — City of Fort Collins applicable sections. B. Transport m ixture from mix plant in trucks with tight, clean, non -sticking compartments. Coat hauling c ompartments w ith lime -water mixture to prevent sticking. Elevate and drain compartment of excess solution before loading mix. C. Cover to protect from weather and prevent loss of heat when temperature is below 50 F. D. Provide insulated truck beds during temperature below 50 F on long distance deliveries. 1.6 ENVIRONMENTAL REQUIREMENTS A. Do not apply when underlying surface is muddy, frozen or wet. Issue for Bidding: 32 12 16 - 3 Ditesco September 24, 2012 TECHNICAL SPECIFICATIONS POUDRE RIVER PUBLIC LIBRARY DISTRICT DIVISION 32— EXTERIOR IMPROVEMENTS LIBRARY PLAZA AND STREETSCAPE IMPROVEMENTS 32 12 16 ASPHALT PAVING B. Do not pl ace by s preading an d f inishing machine t ack c oat or as phaltic c ement w hen temperature is below 450F and falling. Place when above 40°F and rising. C. Do not apply pavement marking paint within 8 hours of fog or rain or when below 40 F. D. Provide flagmen, bar ricades, w arning s igns, and warning li ghts for movement o f t raffic and safety and to cause the least interruption of work. 1.7 QUALITY ASSURANCE A. Comply with all applicable requirements of Larimer County Urban Area Street Standards (LCUASS). WKTATG 9004]11110169 2.1 MATERIALS A. Asphaltic Ce ment: A STM D946, A C10 or AC20 gr ade det ermined by des ign m ix, homogeneous, f ree f rom water, no t endency to f oam when he ated to 347 F, and per CDO T Standard Section 702. B. Aggregate for Asphaltic Concrete: 1. Sound, angular crushed stone, crushed gravel, or crushed slag: ASTM D692. 2. Sand, stone, or slag screening: ASTM D1073. 3. Provide aggregate in gradations for courses to comply with Class S and SG, Colorado Department of Transportation, ASTM C136. 4. Percent wear: ASTM C131, less than 45 for aggregates retained in #10 sieve. C. Tack Coat: Emulsified asphalt: SS-1 or CSS-1h, ASTM D977. 2.2 MIXES A. Determine design mix based upon aggregates furnished: 1. Test mix by independent laboratory at Contractor's expense 2. Grade dependent on temperature during placement 3. Submit mix designs under provisions of Section 01 33 00 for review and acceptance by Engineer B. Submit mix design consistent with LCUASS Standards Issue for Bidding: 32 12 16 - 4 Ditesco September 24, 2012 • TECHNICAL SPECIFICATIONS POUDRE RIVER PUBLIC LIBRARY DISTRICT DIVISION 32 — EXTERIOR IMPROVEMENTS LIBRARY PLAZA AND STREETSCAPE IMPROVEMENTS O 32 12 16 ASPHALT PAVING 2.3 ACCESSORIES A. Pavement M arking—Replace all pr e-construction pavement m arking m aterials as identified below: 1. FS TT-P-115, T ype I A Ikyd, y ellow c olor meeting r equirements of CDO T S tandard Specification 708. 2. Preformed plastic marking material or reflectorized paint shall be used for all pavement marking. 3. Furnish pai nt w ith a no -pick-up m aximum dr ying t ime o f 20 m inutes, w hen t ested according to ASTM D711 using a wet film thickness of 0.015" when tested and applied at 77 F PART 3 - EXECUTION 3.1 PREPARATION A. Prepare subgrade to achieve 95% SPD or otherwise indicated. B. Loose and Foreign Material: 1. Remove I oose and foreign m aterial f rom c ompacted subgrade surface immediately before application of paving. Clean surface with mechanical sweeper, blowers, or hand brooms, until surfaces are free from dust C. Tack Coat: 1. Dilute m aterial w ith equal par is of w ater and appl y to c ontact s urfaces of pr eviously constructed asphaltic concrete or portland cement concrete and surfaces 2. Apply at rate of 0.05 to 0.15 gallons per square yard of surface 3. Apply t ack c oat by br ush t o c ontact s urfaces of curbs, gut ters, m anholes, and of her structures projecting into or abutting asphaltic concrete pavement 4. Allow surfaces to dry until material is at condition of tackiness to receive pavement 5. Where asphaltic concrete will adhere to surface, tack coat may be eliminated by Engineer 3.2 RING/FRAME ADJUSTMENTS A. Set ring/frames of subsurface structures to final grade as a portion of this work, include existing ring/frames and new ring/frames furnished under other work of project B. Placing Ring/Frames: 1. Surround ring/frames set to elevation with a ring of compacted asphalt concrete base prior to paving. Issue for Bidding: 32 12 16 - 5 Ditesco September 24, 2012 TECHNICAL SPECIFICATIONS POUDRE RIVER PUBLIC LIBRARY DISTRICT DIVISION 32 — EXTERIOR IMPROVEMENTS LIBRARY PLAZA AND STREETSCAPE IMPROVEMENTS 32 12 16 ASPHALT PAVING 2. Place asphalt concrete mixture up to 1 inch below top of ring/frame, slope to grade, and compact by hand tamping. C. Adjust frames to proper position to meet paving. D. If permanent covers are not in place, provide temporary covers over openings until completion of rolling operations. E. Set ring/frames to grade, flush with surface of adjacent pavement. Maximum ring grade below pavement shall be W. 3.3 PREPARING THE MIXTURE A. Comply with ASTM D995 for material storage, control, and mixing and for plant equipment and operation. B. Stockpile: 1. Keep each component of the various sized combined aggregates in separate stockpiles. 2. Maintain stockpiles so that separate aggregate sizes will not be intermixed and to prevent segregation. C. Heating: 1. Heat t he as phalt c ement at t he mixing p lant t o viscosity at w hich it c an be unif ormly distributed throughout mixture. 2. Use lowest possible temperature to suite temperature viscosity characteristics of asphalt. 3. Do not exceed 350 F. D. Aggregate: 1. Heat -dry aggregates to acceptable moisture content. 2. Deliverto mixerat recommended temperature to suite penetration grade and viscosity characteristics of asphalt cement, ambient temperature, and workability of mixture. 3. Accurately w eigh or m easure dr y aggr egates and weigh or meter asphalt cement t o comply with job -mix formula requirements. E. Mix aggregate and asphalt cement to achieve 90-95 percent coated particles. 3.4 EQUIPMENT A. Bituminous Pavers: S elf -propelled, spreads without tearing surfaces, and c ontrols pavement edges to true lines without use of stationary forms. B. Rolling Equipment: Issue for Bidding: 32 12 16 - 6 Ditesco September 24, 2012 0 • TECHNICAL SPECIFICATIONS POUDRE RIVER PUBLIC LIBRARY DISTRICT DIVISION 32- EXTERIOR IMPROVEMENTS LIBRARY PLAZA AND STREETSCAPE IMPROVEMENTS 32 12 16 ASPHALT PAVING 1. Steel -wheel roller: Self-propelled, contact pressure of 250 to 350 psi per inch of width of roller w heel, equi pped with adj ustable s crapers a nd means f or k eeping w heel wet t o prevent mix from sticking. 2. Pneumatic -tired rollers: Self-propelled, contact pressure under each tire of 85 to 110 psi, wheels spaced so that one pass will accomplish one c omplete coverage equal t o rolling width of machine, oscillating wheels. Re move and replace immediately tires picking up fines. i C. Hand Tools: Provide rakes, lutes, shovels, tampers, smoothing irons, pavement cutters, portable heaters, and other miscellaneous small tools. 3.5 PLACING THE MIX A. Place as phalt c oncrete mixture on pr epared s urface, s pread a nd strike -off us ing pa ving machine. B. Maximum thickness per laying course: 2" Grading S, 4" Grading SG. C. Minimum temperature of 225°F at time of placement. D. Inaccessible and small areas may be placed by hand. E. Conform to the grade, cross section, finish thickness, and density indicated. F. Paver Placing: Unless otherwise di rected, begi n pl acing at high side on one -way slope and i n direction of traffic flow. 2. After first strip has been placed and rolled, place succeeding strips and extend rolling to overlap previous strips. 3. Place mixture in continuous operation as practicable. G. Hand Placing: Spread, tamp, and finish mixing using hand tools in areas where machine spreading is not possible as acceptable to Engineer. 2. Place mixture at a rate that will insure handling and compaction before mixture becomes cooler than acceptable working temperature. H. Joints: Construct j oints to have same texture, density, and smoothness as adjacent sections of asphalt concrete course. 2. Clean contact surfaces free of sand, dirt, or other objectionable material and apply tack coat. 3. Offset transverse joints in succeeding courses not less than 24 inches. Issue for Bidding: September 24, 2012 321216-7 Ditesco TECHNICAL SPECIFICATIONS POUDRE RIVER PUBLIC LIBRARY DISTRICT DIVISION 32 — EXTERIOR IMPROVEMENTS LIBRARY PLAZA AND STREETSCAPE IMPROVEMENTS 32 12 16 ASPHALT PAVING • 4. Cut bac k edge o f e xisting pa vement or pr eviously plac ed c ourse t o ex pose an a ven, vertical surface for full course thickness. 5. Offset longitudinal joints in succeeding courses not less than 6 inches. 6. When the edges of longitudinal j oints ar a irregular, honey combed or i nadequately compacted, cut back unsatisfactory sections to expose an ev en, vertical surface for full course thickness. 3.6 COMPACTING THE MIX A. Provide pneu matic and s teel-wheel t ype rollers t o obtain t he r equired pa vement dens ity, surface texture and ride -ability. B. Begin rolling operations when the mixture will bear weight of roller without excessive displacement. C. Do not permit heavy equipment, including rollers to stand on finished surface before it has thoroughly cooled or set. D. Compact mixture with hot hand tampers or vibrating plate compactors in areas inaccessible to rollers. E. Breakdown Rolling: 1. Accomplish breakdown or i nitial rolling immediately following rolling of transverse and longitudinal joints and outside edge. 2. Operate rollers as close as possible to paver without causing pavement displacement 3. Check grade and smoothness after breakdown rolling. 4. Repair di splaced areas by I oosening at once with I utes or rakes and f illing, if required, with hot loose material before continuing rolling. F. Second Rolling: 1. Follow breakdown rolling as soon as possible, while mixture is hot and in condition for compaction. 2. Continue second rolling until mixture has been thoroughly compacted. G. Finish Rolling: 1. Perform finish rolling while mixture is still warm enough f or removal of roller marks by combination of steel and pneumatic rollers. 2. Continue rolling until roller marks are eliminated and course has attained specified density, and required surface texture and surface tolerances. H. Patching: 1. Remove and replace defective areas. Issue for Bidding: 3212 16 - 8 Ditesco September 24, 2012 TECHNICAL SPECIFICATIONS POUDRE RIVER PUBLIC LIBRARY DISTRICT DIVISION 32 — EXTERIOR IMPROVEMENTS LIBRARY PLAZA AND STREETSCAPE IMPROVEMENTS 32 12 16 ASPHALT PAVING • 2. Cut-out fill fresh, hot and with asphaltic concrete. 3. Remove deficient areas for full depth of course. 4. Cut sides perpendicular and parallel to direction of traffic with edges vertical. 5. Apply tack coat to exposed surfaces before placing new asphaltic concrete mixture. 6. Compact by rolling to specified surface density and smoothness. 3.7 REPAIRING EXISTING ASPHALTIC CONCRETE SURFACES A. Cut sides of pavement area to be replaced perpendicular and parallel to direction of traffic. B. Subbase preparation: 1. Scarify below existing subbase to 8" depth or greater 2. Grade subbase to match existing subbase depth and required elevation 3. Obtain optimum moisture content 4. Compact subbase to 98 percent maximum density, ASTM 698 C. Paving: • 1. Apply tack coat against all abutting vertical concrete or bituminous surfaces as specified herein 2. Place and c ompact asphalt concrete mixture in two equal I ayers to match the existing elevation and the total compacted thickness 3. Apply asphalt emulsion tack coat between pavement layers as specified D. Compact mix as specified 3.8 MARKING ASPHALTIC CONCRETE PAVEMENT A. Remove dirt, sand, gravel and oil B. Cure asphaltic concrete before painting C. Apply paint with pressurized, self-contained paint machine D. Apply in straight line 2-6 inches wide E. Lay out markings with guide lines, templates and forms F. Apply at 1 gallon per 105 square foot G. Provide qualified technician for supervision Issue for Bidding: 32 12 16 - 9 Ditesco September 24, 2012 TECHNICAL SPECIFICATIONS DIVISION 32— EXTERIOR IMPROVEMENTS 32 12 16 ASPHALT PAVING 3.9 FIELD QUALITY CONTROL POUDRE RIVER PUBLIC LIBRARY DISTRICT LIBRARY PLAZA AND STREETSCAPE IMPROVEMENTS A. Field testing provided by Owner. B. Final surfaces of uniform texture, conforming to required grades and cross sections. C. Test in -place for density, thickness, and surface smoothness. - D. Take not I ess t han 4 i nch di ameter pa vement s pecimens for each c ompleted c ourse f rom locations as directed by Engineer if required to confirm total thickness or for additional testing purposes E. Repair holes from test specimens as specified for patching defective work F. Minimum ac ceptable dens ity o f i n-place c ourse materials i s 97 per cent of t he r ecorded laboratory specimen density. F or each laying course: perform two tests for under 400 SY of material i n pl ace. I mmediately r e-compact as phaltic concrete not c onforming t o ac ceptable density. Remove and replace all sections not in conformance density requirements G. Thickness: Variations from Drawings 1. Total depth: 1/4 inch 2. Remove and replace paving less than minimum thickness H. Surface Smoothness: 1. Test using a 10 foot straight edge applied parallel to any direction 2. Advance straight edge five feet, maximum 1/4 inch per foot from nearest point of contact 3. Do not permit pockets or depressions where water may pool 4. Remove and r eplace ar eas, def icient in s moothness. O veriay c orrections m ay be permitted only if acceptable to Engineer 3.10 CLEANING A. After completion of paving operations, clean surfaces of excess or spilled asphalt materials to the satisfaction of Engineer 3.11 PROTECTION OF FINISHED WORK A. After final rolling, do not permit vehicular traffic on asphalt concrete pavement until it has cooled and hardened and in no case sooner than 6 hours B. Provide barricades and warning devices as required to protect pavement and general public END OF SECTION 32 12 16 Issue for Bidding: 32 12 16 - 10 Ditesco September 24, 2012 • • �J 0 • • TECHNICAL SPECIFICATIONS DIVISION 32 — EXTERIOR IMPROVEMENTS 32 14 00 UNIT PAVING PART 1-GENERAL POUDRE RIVER PUBLIC LIBRARY DISTRICT LIBRARY PLAZA AND STREETSCAPE IMPROVEMENTS SECTION 32 14 00 - UNIT PAVING 1.1 SUMMARY A. This Section includes the following: 1. Stone pavers set in aggregate setting beds. 2. Crusher fines paving. 3. Aluminum edge restraints. 1.2 SUBMITTALS A. Samples for stone paving and crusher fines 1.3 QUALITY ASSURANCE 1.4 PROJECT CONDITIONS A. Cold -Weather Protection: Do not use f rozen materials or build on f rozen subgrade or setting beds. PART 2-PRODUCTS 2.1 STONE PAVING A. Cobble Pavers: Colorado River Flats 1. Supplier: Rifle Creek Stone, (970) 625-3598 B. Cut Sandstone Pavers: Buff Colorado Sandstone, Lyons Red Sandstone 1. 2" thick x 18 inches x 18 inches C. Flagstone Pavers: Buff Colorado Sandstone 1. 2" thick x 18 i riches (min.) x 18 i riches (min.) sizes vary, do not vary widths more than 25% 2.2 ACCESSORIES A. Aluminum Edge Restraints: 1. Brickstop Original a luminum pa ver edgi ng, L -shape, 1-800-565-2599, www.brickstopedge.com 2. Install per manufacturer's specifications Issue for Bidding: 32 14 00 -1 Ripley Design September 24, 2012 TECHNICAL SPECIFICATIONS POUDRE RIVER PUBLIC LIBRARY DISTRICT DIVISION 32— EXTERIOR IMPROVEMENTS LIBRARY PLAZA AND STREETSCAPE IMPROVEMENTS 32 14 00 UNIT PAVING 2.3 AGGREGATE SETTING -BED MATERIALS A. Graded Aggregate for Base: S ound, crushed stone or gravel complying with ASTM D 448 for Size No. 8 ASTM D 2940, base material B. Sand for Leveling Course: S ound, sharp, washed, natural sand or crushed stone complying with gradation requirements in ASTM C 33 for fine aggregate. C. Drainage Geotextile: Nonwoven needl e-punched geot extile made from polyolefins or polyesters; with elongation greater than 50 percent; complying with AASHTO M 288 and the following: 1. Apparent Opening Size: No. 40 sieve, maximum; ASTM D 4751. 2. Permittivity: 0.5 per second, minimum; ASTM D 4491. 2.4 A. B. 2.5 POLYMERIC SAND MATERIALS HP2 Polymeric Jointing Sand, by: Techniseal, 1-800-465-7325,www.tech niseal. com Color: Tan CRUSHER FINES PAVING A. Crusherfines paving shall be 3/8" minus limestone chips which are the undersize waste from gravel crushing. The gravel shall contain sufficient fines and soil so that it readily compacts in place to form a hardened/stable surface. Material is available from: Mr. Jim Brownhill Colorado Lein 16250 North Highway 287 Livermoore, CO 80536 303/493-6294 PART 3 - EXECUTION 3.1 INSTALLATION, GENERAL A. Joint Pattern: see plan details B. Tolerances: 1. Do not exceed 1 inch for Cobble Pavers 2. Do not exceed 1/2 inch joint width for Flagstone Pavers 3. Do not exceed 1/4 inch joint width for Cut Sandstone Pavers 4. Maintain 2% min. cross slope on paver surfaces C. Provide brickstop edge restraint as i ndicated for Cobbl e P avers on[ y. Provide s pecified landscape edger for Crusher Fines Paving edge restraint (see 32 93 00 P lanting). Install edge restraints before placing unit pavers. Issue for Bidding: 32 14 00 - 2 Ripley Design September 24, 2012 9 • City Of Flirt Collins Purchasing SPECIFICATIONS AND CONTRACT DOCUMENTS Financial Services Purchasing Division 215 N. Mason St. 2nd Floor PO Box 580 Fort Collins, CO 80522 970.221.6775 970.221.6707 fcgov. comp urchasing Description of BID 7435: Plaza & Streetscape Improvements for Poudre River Public Library District OPENING DATE: 3:00 PM (Our Clock) October 18, 2012 To all prospective bidders under the specifications and contract documents described above, the following changes/additions are hereby made and detailed in the following sections of this addendum: 1. The final day for questions will be Monday, October 15, 2012 at 5:00 p.m. MST. 2. Additional Information Exhibit 1 — Questions & Answers Please contact John Stephen, CPPO, LEED AP, Senior Buyer at (970) 221-6777 with any questions regarding this addendum. RECEIPT OF THIS ADDENDUM MUST STATEMENT ENCLOSED WITH THE ADDENDUM HAS BEEN RECEIVED. BE ACKNOWLEDGED BY A WRITTEN BID/QUOTE STATING THAT THIS Addendum 1 7435 Plaza & Streetscape Improvements for Poudre River Public Library District Page 1 of 3 • • 0 9. PRICES • The foregoing, prices shall include all labor, materials, transportation, shoring, removal, dewate'ring, 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: G.L.Hoff Co dba Hoff Construction CONTRACTOR Title ate _B-6 License Number (If Applicable) - if Mir' �isi T Hgff 'Sec�r¢�t_ Treasu Address 1815, West: Loveland, CO 80537 Telephone 970-669-3255 Email miriam@hoffconstruction.com TECHNICAL SPECIFICATIONS POUDRE RIVER PUBLIC LIBRARY DISTRICT DIVISION 32 — EXTERIOR IMPROVEMENTS LIBRARY PLAZA AND STREETSCAPE IMPROVEMENTS • 32 14 00 UNIT PAVING 3.2 AGGREGATE SETTING -BED APPLICATIONS A. Compact soil subgrade uniformly to at least 95 percent of ASTM D 1557 laboratory density. B. Place aggregate base, compact by tamping with plate vibrator, and screed to depth indicated. C. Place drainage geotextile over compacted base course, overlapping ends and edges at least 12 inches. D. Place leveling course and s creed to a t hickness of 1 inch to 1-1/2 i nches (see pl an details), taking c are t hat moisture c ontent r emains c onstant and den sity i s loose and c onstant unt it pavers are set and compacted. E. Treat leveling course with herbicide to inhibit growth of grass and weeds. F. Set pavers with a minimum joint width of 1/4 inch being careful not to disturb leveling base. If pavers have spacer bars, place pavers hand tight against spacer bars. G. Vibrate pavers into leveling course with a I ow -amplitude pi ate vibrator capable of a 3500- to 5000-lbf compaction force at 80 to 90 Hz. H. Spread dry polymeric sand and fill joints immediately after vibrating pavers into leveling course. Vibrate pavers and add sand until joints are completely filled, then remove excess sand. Leave a s light s urplus of s and on t he s urface for oint filling. Install per dr awing det ails and manufacturer's specifications. • END OF SECTION • Issue for Bidding: 32 14 00 - 3 Ripley Design September 24, 2012 TECHNICAL SPECIFICATIONS POUDRE RIVER PUBLIC LIBRARY DISTRICT DIVISION 32 — EXTERIOR IMPROVEMENTS LIBRARY PLAZA AND STREETSCAPE IMPROVEMENTS 32 93 00 PLANTING • SECTION 32 93 00 - PLANTING PART 1-GENERAL 1.1 RELATED DOCUMENTS: A. Drawings and general provisions of the Contract, including General Conditions, apply to work of this section. 1.2 SUMMARY: A. Section Includes: 1. Planting of B&B, container plants, and m iscellaneous landscape work as shown on the drawings 2. Plant Quality 3. Planting Seasons 4. Percolation tests and soil amendments 5. Inspections and guarantees B. Related Sections: 1. Irrigation: • 1.3 DEFINITIONS: A. Backfill: The earth used to replace or the act of replacing earth in an excavation. B. Drip Line: The area of ground surface defined between a tree's trunk and the edge of the same tree's canopy (upper branches of the tree). C. Finish Grade: Elevation of finished surface of planting soil. D. Manufactured Topsoil: Soil produced off -site by homogeneously blending mineral soils or sand with stabilized organic soil amendments to produce topsoil or planting soil. E. Planting Soil: Nat ive or im ported topsoil, manufactured topsoil, or surface soil modified to become topsoil; mixed with soil amendments. F. Subgrade: Surface or elevation of subsoil remaining after completing excavation, or top surface of a fill or backfill, before placing planting soil. G. Subsoil: All soil beneath the topsoil layer of the soil profile, and typified by the lack of organic matter and soil organisms. 1.4 SUBMITTALS: A. Product Data: Submit 2 copies of a list of all materials to be used in the planting operations, • together with the source of those materials. Issue for Bidding: 32 93 00 - 1 Ripley Design September 24, 2012 • TECHNICAL SPECIFICATIONS DIVISION 32— EXTERIOR IMPROVEMENTS 32 93 00 PLANTING POUDRE RIVER PUBLIC LIBRARY DISTRICT LIBRARY PLAZA AND STREETSCAPE IMPROVEMENTS B. Product Samples: Submit samples of specified mulch, soils test results, and planter mix. C. Planting Schedule: Indicating anticipated planting dates for exterior plants. 1.5 INSPECTIONS: A. Pre -Planting Inspection: 1. All plant materials must be i nspected at the place of growth and/or on the project site before planting commences. Plants shall be inspected for size, variety, condition, defects or i njury. T he ow ner's r epresentative r eserves t he r ight t o r eject uns atisfactory p lant material at any time during the work. 2. Notify the owner's representative of the source of material no I ater than 30 days after award of the contract. 3. All fertilizers, pre -mixed backfill mixes, mulches and soil amendments will be inspected at the site by the owner's representative before they are used in planting operations. Planting Inspections: 1. The owner's representative shall inspect the staked location of all trees before digging for those trees occurs. 2. The ow ner's r epresentative s hall inspect c ontainer s tock w ith s aid pl ants s et on t he ground at the proposed locations before digging commences. C. Pre -Maintenance Inspection: 1. As soon a s al I pl anting i s completed, a p lanting review a nd preliminary i nspection to determine the condition of the plantings will be held by the owner's representative upon • request of the contractor. 2. The contractor shall have all planting areas free of weeds and neatly cultivated. All plant basins shall be in good repair. Irrigation systems shall be fully operational with all heads properly adj usted. All de bris and li tter s hall be cleaned of s oil and debr is I eft from planting operations. The inspection shall not occur until these conditions are met. 3. If, after the inspection, the owner's representative is of the opinion that all work has been performed as per the contract documents, and that all plant materials are in satisfactory growing condition, he will give the contractor written notice of acceptance and the 60 day maintenance period shall begin. 4. Work requiring corrective action i n the j udgment of the owner's representative shall be performed within the first ten (10) days of the maintenance period. Any work not performed within this time will necessitate an equiv alent extension of the maintenance period. Cor rective work and m aterials replacement s hall be i n accordance with t he contract documents, and shall be made by the contractor at no cost to the owner. Final Inspection: 1. At the completion of the maintenance period, the final inspection shall be performed. 2. If, after the inspection, the owner's representative is of the opinion that all work has been performed as per the contract documents, and that all plant materials are in satisfactory growing condition, he will give the contractor written notice of acceptance and completion of the formal maintenance period. 3. Final approval will not be given until all deficiencies are corrected. 1.6 GUARANTEE: A. All trees, shrubs, perennials, and other plant materials except any annuals shall be guaranteed to take root and grow and thrive for a period of 2 years after substantial completion of the work. • Issue for Bidding: 32 93 00 - 2 Ripley Design September 24, 2012 TECHNICAL SPECIFICATIONS POUDRE RIVER PUBLIC LIBRARY DISTRICT DIVISION 32 — EXTERIOR IMPROVEMENTS LIBRARY PLAZA AND STREETSCAPE IMPROVEMENTS 32 93 00 PLANTING • B. Any trees, shrubs or evergreens that die back and I ose the form and size originally specified shall be replaced, even though they have taken root and are growing after the dieback. C. Within 15 day s of written notification by the owner, remove and r eplace all guaranteed pl ant materials, which for any reason, fail to meet requirement of guarantee. Replacement planting for t rees s hall be done i n t he s pring pl anting s eason onl y, e xcept as appr oved of herwise. Replacements shall be made to same specifications required for original materials and shall carry the same guarantee from the time they are replaced. 1.7 QUALITY ASSURANCE: A. Tagging: Tag all woody plants clearly identifying species. Identify herbaceous plants in flats or pots with plant stakes or labels, individually or in groups (flats of same species). B. Quality: 1. All plants will have well formed buds with size normal for the species. Growth increments of shoots for the previous year shall be of a length that is consistent with normal growth for that season.. 2. Plant material shall be furnished in quantities required to complete work as indicated on the Drawings and shall be of species, varieties, sizes, etc., as specified. 3. All pl ants s hall be free o f har mful insects, m ites, di sease, and m echanical injuries t o trunks and major scaffold branches. 4. Conform to the requirements of the Colorado Nursery Act. 5. The pl ants s upplied under t hese specifications s hall c onsist of pl ants c oming from propagation houses, beds, frames or nurseries. " Collected stock" will not be ac cepted unless specified or as an appr oved s ubstitute. A II plants s hall c onforrn t o t he latest • Colorado Standards for Nursery Stock, Colorado Department of Agriculture. C. Substitutions: Will be allowed only when specified material is proved unavailable and only with approval o f the ow ner's r epresentative. P roposals w ill be c onsidered for us a of near est equivalent size and variety with the equitable adjustment to the Contract price. D. Contractor Qualifications: The work of this section shall be performed by an experienced landscape Contractor having not less than 5 years successful experience in landscape projects of similar size and scope as this project. E. Contactors Field Supervision: Maintain an a xperienced full-time supervisor on t he Project site during t imes t hat I andscaping work i s i n progress who i s a c ertified Landscape T echnician (CLT). Growing Areas: 1. Provided trees and shrubs grown in one of the following areas: a. Colorado G rown: Trees a nd shrubs grown i n Col orado nursery f ields for major portion of plant life. b. Out of State Container Grown: Plants from hardiness zones other than 1 through 5 that have been acclimated to site conditions at the time of planting. C. Northern G rown: T rees and s hrubs grown i n nur series f or at I east one y ear i n USDA Hardiness Zones 1-4. G. Planting Season: Unless otherwise agreed by Owner's Representative, balled and bur lapped and machine -dug trees shall be planted in one of two planting seasons within a calendar year, namely, when plants are dormant in early spring and early fall no later than mid -October. Either of these seasons shall comprise that period of time in spring or fall that favors the recovery of plants from transplanting and encourages that resumption of healthy growth at the planting site. Issue for Bidding: 32 93 00 - 3 Ripley Design September 24, 2012 TECHNICAL SPECIFICATIONS POUDRE RIVER PUBLIC LIBRARY DISTRICT DIVISION 32 — EXTERIOR IMPROVEMENTS LIBRARY PLAZA AND STREETSCAPE IMPROVEMENTS 32 93 00 PLANTING • H. Inspection: The Owner's Representative reserves the right to inspect trees and shrubs either at place of growth or at site before planting, for compliance with requirements for name, variety, size, and quality. All plant material must be acceptable to the Owner's Representative. I. Pre -Planting inspection: Owner's Representative will stake locations and tag -rejected materials. J. Topsoil Analysis: Furnish soil analysis by a qualified soil -testing laboratory. 1. Report suitability of topsoil for plant growth. S tate-recommended quantities of nitrogen, phosphorus, and potash nut rients and s oil a mendments t o be added t o produce satisfactory topsoil. • 1.8 DELIVERY, STORAGE, AND HANDLING: A. All plants shall be dug to conform to the minimum standards set forth in the most current Rules and Regul ations to t he Colorado Nur sery Act (as a mended). All plants s hall be s tored an d shipped under conditions of temperature, light and moisture sufficient to maintain the continuing viability and vigor of the stock so that it will grow i n a f orm characteristic of the species when planted and given appropriate after -planting care. The root system shall be kept moist and plants shall be protected from adverse conditions due to climate and transportation, between the time they are dug and actual planting. C. Schedule and coordinate delivery and planting with other landscape work in such a manner that plants will not be in a s ite ho Iding area more than one day prior to planting unl ess s pecial arrangements are made to care for and secure unplanted material. D. Do not prune trees and shrubs before delivery. Protect bark, branches, and root systems from sun scald, drying, sweating, whipping, and of her handl ing and tying damage. Do not bend or bind -tie trees or shrubs in such a manner as to destroy their natural shape. Provide protective covering of a xterior pl ants dur ing del ivery. Do not drop ex terior pl ants dur ing del ivery and handling. 1.9 PROJECT CONDITIONS: A. Open Hol es or P its: No Ho le or pit s hall remain open without safety devices to protect the Owner from liability for personal injury. B. Preservation of Properties: The Contractor shall be responsible for the preservation of all public or private property including: existing trees, shrubs, turf, fences, and other landscape features. If any direct or indirect damage or injury is done to public or private properties by or on account of any act, omission, neglect or misconduct in the execution of the work, on the part of the Contractor, such property shall be restored by the Contractor, at his expense. Restoration shall be to a c ondition similar or equal to t hat existing before such d amage or i njury i n such other manner as may be acceptable to the Owner. C. Utilities: Locate underground ut ilities and per form work in a manner to avoid da mage. Hand excavate as required. Maintain stakes until removal is approved. D. Excavation: During excavation when conditions detrimental to plant growth are encountered, such as rubble fill, adverse drainage conditions, or other obstructions, notify the Owner's Representative be fore p lanting. All ex cavation within ex isting tree dr ip li ne ar eas s hall be Issue for Bidding: 32 93 00 - 4 Ripley Design September 24, 2012 TECHNICAL SPECIFICATIONS DIVISION 32 — EXTERIOR IMPROVEMENTS 32 93 00 PLANTING POUDRE RIVER PUBLIC LIBRARY DISTRICT LIBRARY PLAZA AND STREETSCAPE IMPROVEMENTS performed with hand tools. Excavation shall avoid damage to existing tree roots. Adjust depth • of excavation as necessary to avoid tree root damage. E. Protection of Persons and P roperty: Barricade open excavations occurring as part of this work and pos t warning I ights. O perate w arning li ghts as r ecommended by aut horities ha ving jurisdiction. 1.10 COORDINATION AND SCHEDULING: A. Plant trees and shrubs after final grades are established and prior to planting of lawns, unless otherwise acceptable to the Owner's Representative. If planting of trees and shrubs occurs after lawn work, protect lawn areas a nd promptly repair damage t o lawns resulting from pl anting operations. B. Coordinate planting and schedule with installation of irrigation system to ensure that neither operation will damage the other. Insure system is operating to provide adequate water. PART 2-PRODUCTS F)litallW_WIli!1i•7di1:11►116y11:11:i11111111FAA;R9IXiDlIca] MWMQJ A. Compost: Al Organics (970-454-3492) Premium 3, or approved equal. B. Peat M oss: F ree from I umps, s tones or of her foreign matter. F ree from mineral matter or • chemical composition harmful to plant life. Acid reaction of 3 to 5 pH. S hall contain no less than 60% organic matter by weight on an oven -dry basis. Submit analysis as required by 1.04. C. Top Soil: On -site topsoil (located in stockpile on -site) for use in backfill mix. D. Fertilizers: 1. Tablets for tree and shrub planting - "The Pill" by Agriform with 20-10-5 analysis, 21 gram size or equal. 2. Fertilizers for grass ( sod), shrub, and tree planting shall be commercial type of uniform composition, free flowing, and c onforming t o t he appl icable S late and F ederal laws. Submit manufacturer's guaranteed analysis as required in 1.03. Guaranteed analysis shall be designed to conform with amendment requirements given in Part 3, "Execution." E. Mulches: 1. Rock Mulch (Mix per ration below): a. 30%: 3/8" Pea Gravel by Pioneer Sand and Gravel (970 223 4505) b. 30%: 2" to 4" Horizon by Pioneer Sand and Gravel (970 223 4505) C. 40%: 1'/2" Local River Rock by Pioneer Sand and Gravel (970 223 4505) 2. Wood Mulch: a. Wood M ulch s hall b e shredded Spruce Mulch, (Pioneer, 970 223 4505) or approved equal. b. Mulch shall be free of noxious weed seed, fungus, disease, and all foreign material harmful t o p lant life. Submit s ample. Ch ipper c hips, pol a peeli ngs, or of her angular bark chips are not acceptable F. Planter Mix: 1. Fafard Growing Mix 4P; potting mix a. Canadian Sphagnum Peat Moss (45%), • Issue for Bidding: 32 93 00 - 5 Ripley Design September 24, 2012 TECHNICAL SPECIFICATIONS POUDRE RIVER PUBLIC LIBRARY DISTRICT DIVISION 32 — EXTERIOR IMPROVEMENTS - LIBRARY PLAZA AND STREETSCAPE IMPROVEMENTS • 32 93 00 PLANTING b. processed pine bark, perlite, vermiculite, starter C. nutrients, wetting agent & Dolomitic limestone d. Bulk density: 12 to 15 lbs. e. pH range: 5.5 to 6.5 after wetting. 2. American Clay Works 857 Bryant Street Denver, CO 80204 (303) 534-4044 G. Landscape Fabric: 4oz. per sq. yd spun (not woven) polypropylene fabric, Mirafi Mirascape or approved equal. Place weed barrier beneath all mulched areas except ground cover/perennial areas. 2.2 STEEL EDGING: A. ASTM A 1011/A1011 M, rolled edge, 4" x 1/8", standard steel edging fabricated in sections with loops stamped from or welded to face 30" apart to receive stakes. Provide factory painted steel with tamped steel stakes. Ryerson steel edging or equal with safety cap. 2.3 MATERIALS FOR STAKING AND GUYING: A. Stakes: 2" pealed wood posts. B. Flags: Provide standard survey's plastic flagging tape 6" long. • C. Ties: Fabric: Nylon or rubberized cloth straps, 2" x length required. D. Tree Wrap: Nurseryman's standard crepe tree wrap tape not less than 4" wide, consisting of two layers of crinkled paper cemented together with bituminous material and with a stretch factor of 33%. E. Tree Guys: 1. Anchors: Metal T-posts, 2 feet long. 2. Wires: Galvanized 12-gauge wire. 3. Hose Collars: Fabric reinforced rubber hose: collar diameter 4. Cable Clamps: Galvanized. 5. Turnbuckles: 6" in open aluminum turnbuckle; eye and fittings 5/6" in diameter; 4-14" take-up. 2.4 BOULDERS: A. Granite River Boulders: 1. Size: per drawings 2. At least one dimension of boul der's hei ght, length and w idth s hall meet minimum s ize requirement, remaining dimensions (height, length or width) shall be a m inimum 3/4 of required size. 3. River boul der must come from same source be i n t he same color range an d shall be presented t o t he I andscape ar chitect or ow ner's r epresentative for approval, pr for t o installation. B. Sandstone Boulders: 1. Masonville Buff Sandstone Slabs • 2. Minimum Size: per drawings Issue for Bidding: 32 93 00 - 6 Ripley Design September 24, 2012 TECHNICAL SPECIFICATIONS POUDRE RIVER PUBLIC LIBRARY DISTRICT DIVISION 32 — EXTERIOR IMPROVEMENTS LIBRARY PLAZA AND STREETSCAPE IMPROVEMENTS 32 93 00 PLANTING 3. All boulders shall have seam or bed faces • 2.5 TREE & SHRUB MATERIALS (>5#): A. Inspection: All plants shall be subject to inspection by a designated party prior to delivery if Owner/Representative so specifies. Plants that do not conform to specifications will be rejected and replaced at the expense of the Contractor. Plants that do not appear to conform to the Colorado Standards for Nursery Stock may be subject to official inspection by a representative of th e Co lorado Depar tment o f A griculture. I f any plant or p lants ar e c ondemned by t he Colorado Depar tment o f A griculture, r eplacement w ith pl ants t hat c onform t o t he Col orado Standards for Nursery Stock will be at the expense of the Contractor. B. Containers: A II pi ants s pecified in c ontainers s hall be c ontainer-grown a s d efined by t he Colorado Nursery Act. C. Balled and B urlapped: All plants specified as bal led and bur lapped (B&B), shall conform to or exceed the minimum sizes specified in the Colorado Nursery Act. No bal led and bur lapped plant shall be accepted if the ball is broken or the trunk loose in the ball or viable roots exposed. D. Provide balled and burlapped, bare -root, container -grown trees as indicated on plant list. E. Shrub sizes indicated on Drawings are sizes after pruning. 2.6 SOD: A. Source: Commercial sod nursery; obtain the owner's representative's approval prior to delivery • to site. B. Quality: Bluegrass sod shall be a blend of not less than three im proved Kentucky Bluegrass varieties. Sod shall be healthy, field -grown sod, at least one year old, free from other grasses, weeds, insect eggs, diseases, stone and debris. Sod shall be a minimum of/4" thick, harvested in rolls and delivered to the site within 24 hours of harvesting. C. Protection: Handle sod so that it is adequately protected at all times from drying out, exposure of roots to sun, and from other injury. 2.7 GROUND COVER PLANTS: (#1<) A. Ground Cover: Provide ground cover of species indicated, established and well rooted in pots or similar containers, and complying with the Colorado Nursery Act. PART 3 - EXECUTION 3.1 EXAMINATION: A. Preconstruction: Prior t o any a xcavation, the pr oper aut hority s hall i dentify a II under ground utilities. Landscape Contractor shall be r esponsible for the location and i dentification of such utilities and other obstructions. • Issue for Bidding: 32 93 00 - 7 Ripley Design September 24, 2012 TECHNICAL SPECIFICATIONS POUDRE RIVER PUBLIC LIBRARY DISTRICT DIVISION 32 — EXTERIOR IMPROVEMENTS LIBRARY PLAZA AND STREETSCAPE IMPROVEMENTS • 32 93 00 PLANTING B. Inspection: Examine the substrate in which the work is to be performed. Do not proceed until unsatisfactory conditions have been corrected. C. Dimensions: A II s caled d imensions ar a appr oximate. B efore pr oceeding w ith any w ork, carefully check and verify all dimensions and quantities and immediately inform the owner's representative o f any di screpancy bet ween t he dr awings and/ or specifications and ac tual conditions. D. Coordination: Coordinate work with other trades to insure proper sequencing of construction. 3.2 SOIL PREPARATION: A. Grades have been es tablished under work of another Section to within 1", PI us or m inus, of required finished grades. Verify that grades are within 1" pl us or minus, of required finished grades. Notify the owner's representative prior to commencing soil preparation work if existing grades are not satisfactory, or assume responsibility for conditions as they exist. B. Weed and debr is removal: A II ground areas to be planted shall be c leaned of al I weeds a nd debris prior to any soil preparation or grading work. Weeds and debris shall be disposed of off the site. C. Contaminated soil: Do not perform any soil preparation work in areas where soil is contaminated with cement, plaster, paint or other construction debris. Bring such areas to the attention of the owner's representative and do not proceed until the contaminated soil is removed and replaced. Soil c ontaminated by c heroical her bicides i n par king ar ea i slands an d pl ant ar eas shall be • removed to a depth of 12" and replaced with soil. D. Moisture Content: S oil shall not be w orked when moisture content is so great that excessive compaction will occur, nor when it i s so dry that dust will form in the ai r or that clods will not break readily. Water shall be applied, if necessary, to bring soil to an optimum moisture content for tilling and planting. • E. Soil Loosening: Soil in all planting areas shall be hand -cultivated to a depth of four (4") inches. Water shall be added and cultivating shall be continued until the entire specified depth is loose and friable. Hand -cultivate in all dr in -line ar eas ( see ex cavation for trees. s hrubs and perennials). All debris, pavement, concrete, and r ocks over 2" i n diameter shall be r emoved from the site. F. Percolation Tests: 1. Check soil conditions for adequate air and water movement using standard percolation test for each area of differing soil conditions. 2. If percolation t ests i ndicate t hat s oils are not s uitable f or p lanting, not ify t he Owner's Representative be fore pr oceeding w ith p lanting. Provide r equired im provement for drainage. Cos is f or required im provements for drainage will be pai d for by Change Order. G. Location of Plants: Location of all plants shall be inspected per 1. 5, "Pre -Planting Inspections." Staking may be per formed by a r epresentative of the O wner, s uch as an O wner's Representative or the or iginator o f the pl an, if t he Owner s o el ects. Adjustment o f pl ant locations to avoid existing tree roots is permitted, but overall plant quantities must be maintained unless approved by Owner's Representative. Reductions in plant quantities may require a credit to the Owner. Plant reductions must be approved by the Owner's Representative. Issue for Bidding: 32 93 00 - 8 Ripley Design September 24, 2012 TECHNICAL SPECIFICATIONS POUDRE RIVER PUBLIC LIBRARY DISTRICT DIVISION 32 — EXTERIOR IMPROVEMENTS LIBRARY PLAZA AND STREETSCAPE IMPROVEMENTS 32 93 00 PLANTING • H. Finish Grading: G rade planting beds to a smooth, uniform surface plane with loose, uniformly fine texture. Roll and rake, remove ridges, and fill depressions to meet finish grades. 3.3 SOIL CONDITIONING: A. After soil preparation has been completed and high and low spots graded, add 3 cubic yards of specified c ompost per 1, 000 s quare f eet and h and -till, making r epeated pas ses with t he cultivator to t he dept h s pecified unt it t he a mendments hav a been t horoughly mixed. S oil conditioning may be eliminated to dryland seed areas. 3.4 FINE GRADING: A. When weeding, soil preparation, and soil conditioning have been completed and soil has been thoroughly w ater, al I pl anting ar eas should be smooth -graded, r eady f or pl acement o f p lant materials and for seeding and/or sodding. B. Grades: Finish grades shall conform to site grading plans and produce a smooth even surface without abrupt changes. Minor adjustments of finish grades shall be made at the direction of the owner's representative, if required. C. Drainage: All grades shall provide for natural runoff of water without low spots or pockets. Flow -line gr ades s hall be ac curately s et and s hall not be I ess t han 2% gr adient w herever possible. D. Shrub Areas: Finished grades shall be 1 '/z" below top of adjacent pavement, edging, curbs, or • wall, unless otherwise indicated on the drawings. E. Lawn Areas: Finished grade shall be'/+" below top of adjacent pavement, curbs, or edging. F. Slopes: Tops and toes of all slopes shall be rounded to produce a gradual and natural - appearing transition between relatively level areas and slopes. 3.5 PLANTER POTS 1. See drawing site details 2. Planters to receive planter mix per section 2.1(F) 3. Fill planters to 2" below rim of planter 4. Follow manufacturer's instructions for mounting and setup 5. Coordinate installation of drip irrigation with planter installations 3.6 LAYING SOD: A. Apply controlled release fertilizer to the sod bed at the rate of 20 pounds per 1000 square feet of area. Roll the area to an evenly compacted firm soil bed. B. Moisten sod bed t horoughly. Lay sod smoothly, edge to edge, and with staggered joints. Butt edges tightly. Lay within eight hours after delivery. Do not lay sod closer than 24" from the center of shrubs and 12" from the trunks of trees. C. Water sod lightly as laying progresses to prevent drying of sod. Issue for Bidding: 32 93 00 - 9 Ripley Design September 24, 2012 0 SECTION 00400 SUPPLEMENTS TO BID FORMS 00410 Bid Bond 00420 Statement of Bidder's Qualifications 00430 Schedule of Subcontractors • • TECHNICAL SPECIFICATIONS POUDRE RIVER PUBLIC LIBRARY DISTRICT DIVISION 32 — EXTERIOR IMPROVEMENTS LIBRARY PLAZA AND STREETSCAPE IMPROVEMENTS • 32 93 00 PLANTING D. After sod is laid, irrigate thoroughly so that water penetrates soil to a depth of 6". When surface of grass has dried, roll sod with a light roller diagonally, leveling irregularities and sealing joints. 3.7 PLANTING TREES AND SHRUBS: A. Bare Root Stock: Set bare root stock on cushion of planting soil mixture. Spread roots and carefully work bac kfill ar ound r oots by hand and puddle w ith water unt it bac Vill layers ar e completely saturated. Plumb before backfilling and maintain plumb while working back backfill around roots and placing layers above roots. Remove injured roots by cutting cleanly. B. Container G rown Stock: S et plants as specified for balled and bur lapped stock after removal from c ontainer. I n-ground f abric bag -grown stock shall m eet the m inimum f abric grown diameters stated in Section 26-2.13 Specifications for In -Ground Fabric bag -Grown Stock of the Colorado Nursery Act Rules and Regulations. C. Mechanical Spade Planting: Existing trees noted to be relocated on landscape plans shall be spade relocated or a n alt ernate method appr oved by t he Cit y Forester. Ut ilize pr otective plywood to protect existing turf from tree relocations. The contractor is responsible for the repair of any turf damaged at the contractor's expense by equipment used for the relocation of existing trees. Coordinate with City Arborist prior to relocating trees. D. Planting: 1. General - Do not install plant materials until all construction work has been completed and sprinkler systems have been installed and t ested. P lanting areas shall have been graded and prepared as herein specified and shall have been approved by the owner's • representative. 2. Carefully remove stock from containers to avoid breaking the root ball. Do not lift or handle container plants by tops, stems, or trunks at any time. 3. Plant conifers so that the top of the ball is higher than ground level and cover with '/" of conditioned soil, gently sloping down to ground level. All other plants shall be set so that, when settled the natural grade in the container or the top of the soil ball will be flush with surrounding grades. 4. Build a four (4") inch high berm around edge of root ball to form a basin for holding water (omit for all conifers). No basin is required for trees planted in lawn areas. Fill basin with water, being careful not to break down berm with hose stream. 5. Fertilize trees and s hrubs by placing 21 gram fertilizer tablets three (3") inches laterally and three (3") i nches f rom top of root ball as follows: 1 f or 1-gallon containers, 3 for 5- gallon containers and 5 for balled and burlapped material. 6. Untie and r emove all burlap from root ball on ball ed and bur lapped m aterial. Re move wire baskets from sides of root balls. 7. Backfill one-half ( '/2 ) of remaining hole with backfill mixture and water in thoroughly before placing any more backfill, firming down to eliminate all air pockets without packing the soil. 8. All plants shall be pl anted immediately after the containers are cut, and containers shall be regularly removed from the site so as not to present a haz and to persons using the area. • E. Planting Pits: 1. Locate pl anting hol es per pl anting p lans br inging an y c onflict w ith under ground ut ility lines t o t he at tention o f t he ow ner's r epresentative. Loc ations f or hol es s hall be according to 1.5, "Planting Inspections." 2. Excavate holes to be the same depth as the root ball and two times the diameter of the root ball wide. Issue for Bidding: 32 93 00 - 10 Ripley Design September 24, 2012 TECHNICAL SPECIFICATIONS POUDRE RIVER PUBLIC LIBRARY DISTRICT DIVISION 32 — EXTERIOR IMPROVEMENTS LIBRARY PLAZA AND STREETSCAPE IMPROVEMENTS 32 93 00 PLANTING • 3. The sides of the holes shall be roughened to remove any compacting or "glazing" caused by the digging operation. 4. Fill the entire hole with water and allow to drain completely. Contractor should notify owner's representative if a pit does not drain in a satisfactory time, then contractor should correct drainage problem by using a PVC drain or a gravel sump shall be installed. 5. Dispose of excavated soil off the site at no cost to the owner. F. Tree Wraps: Wrapping of t ree t runks i s opt ional depending upon species, age, t ime of y ear, plants and exposure. If tree wrap is specified, it shall be the standard crepe tree wrap and applied from the base upward to the second structural branch, overlapping 50 percent. Wrap shall only be applied to late summer and fall plantings and removed the following spring. G. Backfilling - Tree and shrub planting pits shall be back -filled with the following mix: 1. 80% on -site topsoil by volume (from owner's stockpile). 2. 20% peat moss by volume. 3. Five (5) pounds bone meal per cubic yard of backfill. H. The specified backfill materials shall be pr e-mixed, and t hen turned several times with a f ront end loader to a uniform, evenly blended consistency, free of all pockets of unblended material and any clods or stones greater than two (2") inches in diameter. Backfill mix shall be delivered to each planting pit after mixing has occurred. Pre -mixed backfill mix shall be inspected per 1. 5, "Pre -Planting Inspections." 3.8 GROUND COVER & PERENNIAL PLANTING: A. Space ground cover as indicated on the drawings. • B. Dig holes large enough to allow for spreading of roots and backfill with planting soil. Work plant placement around existing tree roots. Work soil around roots to eliminate air pockets and leave a slight saucer indentation around plants to hold water. Water thoroughly after planting, taking care not to cover crowns of plants with wet soils. C. Protect from hot sun and wind for several days. Remove protection when plants show evidence of recovery from transplanting shock. D. Mulch areas between ground cover plants; place not less than 4" thick. E. Backfill: 1. 80% on -site topsoil by volume (from owner's stockpile). 2. 20% peat moss by volume. 3. Five (5) pounds bone meal per cubic yard of backfill F. Broadcast controlled release fertilizer over the entire planting area at the rate of 20 pounds per 1000 square feet of area. G. The specified backfill materials shall be pr e-mixed, and t hen turned several times with a f ront end loader to a uniform, evenly blended consistency, free of all pockets of unblended material and any clods or stones greater than two (2") inches in diameter. Pre -mixed back -fill mix shall be inspected per 1.5, "Pre -Planting Inspections." 3.9 EDGING: A. Steel edging shall be installed prior to installation of sprinklers adjacent thereto. • Issue for Bidding: 32 93 00 - 11 Ripley Design September 24, 2012 TECHNICAL SPECIFICATIONS POUDRE RIVER PUBLIC LIBRARY DISTRICT DIVISION 32 — EXTERIOR IMPROVEMENTS LIBRARY PLAZA AND STREETSCAPE IMPROVEMENTS 32 93 00 PLANTING B. Install edging true to line and grade as indicated and detailed on the drawings. Edging shall be set flush with adjacent paving. C. Top of edging shall be'/+" above sod grade. 3.10 MULCHING: A. Dish top of backfill to allow for mulching. B. Mulch pit s, t renches and planted areas. P rovide 2" thickness of m ulch and work i nto t op of backfill and finish level with adjacent finish grades. C. Install w eed-control bar riers bef ore m ulching following m anufacture's r ecommendations. Completely cover area to be mulched. Lap edges a minimum of 6". Only rock and shrub areas shall receive weed barrier. No weed barrier in perennial areas. D. All perennial beds shall be mulched with a three inch (3") layer of mulch specified on drawings. Omit weed barrier fabric. E. All shrub beds shall be mulched with a three inch (3") layer of mulch specified on drawings, over weed barrier, as specified on the drawings. F. All tree basins shall be mulched with a 4" layer of specified mulch. Do not place mulch in contact with tree trunk. • 3.11 PRUNING: A. Any i njured, dead o r br oken r oots or br anches shall be pr uned i n ac cordance with c urrent recommended practices published by the I SA ( International Society of Arboriculture). Unl ess otherwise specified, no pruning shall be done by the Contractor to limb -up, thin or shape a plant after planting. Such pruning shall be the sole responsibility of the Owner/Representative. B. Remove and replace excessively pruned or malformed stock resulting from improper pruning. C. Existing Spruce noted on the landscape plans are to be base pruned at the direction of the City Arborist. D. Remove all pruned plant material from the site. 3.12 STAKING AND GUYING: A. Staking and Guying: Staking and guying shall conform to the planting details. 3.13 CLEAN-UP AND PROTECTION: A. During landscape work, store materials and equipment where directed. Keep pavements clean and work area in an orderly condition. B. Protect landscape work and materials from damage due to landscape operations, operations by other trades and trespassers. Maintain protection during installation and maintenance periods. is Treat, repair or replace damaged landscape work as directed. Issue for Bidding: 32 93 00 - 12 Ripley Design September 24, 2012 TECHNICAL SPECIFICATIONS POUDRE RIVER PUBLIC LIBRARY DISTRICT DIVISION 32 — EXTERIOR IMPROVEMENTS LIBRARY PLAZA AND STREETSCAPE IMPROVEMENTS 32 93 00 PLANTING 3.14 PLANT MAINTENANCE A. Tree and Shrub Maintenance: Maintain plantings by pruning, cultivating, watering, weeding, fertilizing, r estoring p lanting s aucers, and r esetting t o pr oper gr ades or v ertical pos ition, as required to establish healthy, viable plantings. B. Ground Cover and Plant Maintenance: Maintain and establish plantings by watering, weeding, fertilizing, mulching, and other operations as required to establish healthy, viable plantings. C. Protect exterior plants from damage due to landscape operations, operations by other contractors and trades, and. others. Maintain protection during installation and maintenance periods. Treat, repair, or replace damaged plantings. 1►L.9ax*19[sP►I_\►I17_TKy:4if_1i,[4:1111 A. When the landscape work is complete, including maintenance, the Owner's representative will, upon request, make an inspection to determine acceptability. 1. The I andscape work m By be i nspected f or ac ceptance i n par is a s agr eeable t o t he Owner's Representative, provided the work offered for inspection is complete, including maintenance, and that the area comprises one complete phase or area of substantial size. B. Where inspected landscape work does not comply with the requirements, replace rejected work and continue specified maintenance until reinspected by the Owner's Representative and found to be ac ceptable. Repl ace al I s uch plantings at o ne t ime and within 10 wor king day s of notifications w hether f or ac ceptance or war ranty i nspections. Rem ove r ejected pl ants and • materials promptly from the project site. 3.16 CLEANING: A. Upon completion of work, clean adjacent streets and site paving of dirt and debris accumulation. END OF SECTION Issue for Bidding: 32 93 00 - 13 Ripley Design September 24, 2012 • SECTION 00410 BID BOND KNOW ALL MEN BY THESE PRESENTS: that we, the undersigned G. L. Hoff Co. dba Hoff Construction Granite Re, Inc. as Principal, and as Surety, are hereby held and firmly bound unto the Poudre River Public Library District (hereinafter referred to as OWNER), acting through its Agent, the City of Fort Collins, in the sum of Five percent (5%) of the total amount of the bid ---------------------- ($ -- ) 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, 7435 Plaza & Streetscape Improvements for Old Town Library. NOW THEREFORE, (a) If said Bid shall be rejected, or (b) If said Bid shall be accepted and the Principal shall execute and deliver a Contract in the • form of Contract attached hereto (properly completed in accordance with said Bid) and shall furnish a BOND for his faithful performance of said Contract, and for payment of all persons performing labor or furnishing materials in connection therewith, and shall in all other respects perform the Agreement created by the acceptance of said Bid, then this obligation shall be void; otherwise the same shall remain in force and effect, it being expressly understood and agreed that the liability of the Surety for any and all claims hereunder shall, in no event, exceed the penal amount of this obligation as herein stated. The Surety, for value received, hereby stipulates and agrees that the obligations of said Surety and its BOND shall be in no way impaired or affected by any extension of the time within which the OWNER may accept such Bid; and said Surety does hereby waive notice of any such extension. Surety Companies executing bonds must be authorized to transact business in the State of Colorado and be accepted by the OWNER. 0 IN WITNESS WHEREOF, the Principal and the Surety have hereunto set their hands and seals . thisl8th day of October 2012, and such of them as are corporations have caused their corporate seals to be hereto affixed and these presents to be signed by their proper officers, the day and year first set forth above. PRINCIPAL Name: G. L. Hoff Co. dba Hoff Construction Address: 1815 West 12th Street Lo eland, C080537 By: — Title: (SEAL) 101 SURETY Granite Re, Inc. 14001 Ouailbrook Drive Oklahoma City, OK 13134 — ne ements8n, Title: Attorney -in -Fact (SEAL) No Text • 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: GL Hoff Cc dba Hoff Construction 2. Permanent main office address: 1815 West 12th St. ,Loveland, CO 80537 3. When organized: January 1984, incorporated October 1989 4. If a corporation, where incorporated: Colorado 5. How many years have you been engaged in the contracting business under your present firm or trade name? 28 years 6. Contracts on hand: (Schedule these, showing the amount of each contract and the appropriate anticipated dates of completion.) Berthoud Hiqh School ADA Restroom, $63,345. December 2012 • 7. General character of Work performed by your company: Commercial general contractor: We complete all types of structural & flatwork concrete with our own crews. 8. Have you ever failed to complete any Work awarded to you? no If so, where and why? 9. Have your ever defaulted on a contract? If so, where and why?. 10. Are you debarred by any government agency? no If yes list agency name. 11. List the more important projects recently completed by your company, stating the 0 approximate cost of each, and the month and year completed, location and type of construction. Please refer to the attached Completed Project information 12. List your major equipment available for this contract. 320 CAT track excavator, IR track excavator, 928 CAT loader, two Bobcat skidsteer loaders, back hoe, motor grader, dump truck, fork lift 13. Experience in construction Work similar in importance to this project: Please refer to the attached project information. 14. Background and experience of the principal members of your organization, including officers: Please refer to the attached inofrmation . 15. Credit available: $ 200,000. 16. Bank Reference: Michelle Meehan, 970-622-7531 , Chase Bank 17. Will you, upon request, fill out a detailed financial statement and furnish any other information that maybe required by the OWNER? Yes 18. Are you licensed as a General CONTRACTOR? Yes, throughout Colorado If yes, in what city, county and state? Fort Collins, Larimer, Colorado What class, license and numbers? Fort Collins • Class B #B-6 19. Do you anticipate subcontracting Work under this Contract? �F i If yes, what percent of total contract? S And to whom? 20. Are any lawsuits pending against you or your firm at this time? no, never have had any lawsuits • • IF yes, DETAIL 21. What are the limits of your pubiic liability? DETAIL 2 million glv 1 million umbrella **Certficate.a'ttached What Company? Bit"um'inous ,iNsuran&e,. agent:Flood .& Peterson Ins, 22. What are your company `s bonding limitations? 1 million 23. The undersigned hereby authorizes and requests any person, firm or corporation to furnish any information requested by the OWNER in verification of the recital comprising this Statement of Bidder's Qualifications. Dated at Loveland this 17 day of October .20 12 .GL..Hof f.Co, dba..Hof f_Construction Name of Bidder 8v: Title: -Miriam T. Hoff, Seciet ary -Treasurer State of. Colorado County of Larimer Miriam .T Hoff being duly sworn deposes and says that he is SeeTreas of Hoff Construction and that (name of organization) the answers to the foregoing questions and all statements therein contained are true and correct. ___Subscribed a d syvor to before me this 17 day of October 2012 Notary Public tary My commissionexpires 1 . E Patrick R Norris �Colota� Client#: 24740 I:rUYd4SI ACORD,. CERTIFICATE OF LIABILITY INSURANCE 1 DATE (MMIDD 6/05/2012 m THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER, AND THE CERTIFICATE HOLDER, IMPORTANT: If the certificate holder is an ADDITIONAL INSURED, the policy(les) must be endorsed. If SUBROGATION IS WAIVED, subject to the terms and conditions of the policy, certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). PRODUCER Flood &Peterson Ins., Inc. P. O. Box 578 Greeley, CO 80632 970 356-0123 CONTAG NAME: Sandyichlfferns w, A/cCO No. Ext ; 970 266-7107 (Frye No): 970 506.6836 E-MAI sand schifferns floodand eterson.com ADDRESS: y p PRODUCER Hofcol STO ERID4, INSURER(S) AFFORDING COVERAGE NAIC it INSURED GL Hoff Company dba Hoff Construction INSURERA: Bituminous Insurance 20095 INSURER e: Pinnacol Assurance P.O. Box 7448 INSURER C: Loveland, CO 80537 INSURER D: INSURER E : INSURER F: _J COVERAGES CERTIFICATE NUMBER' RFVIR1r11d NIIIUnFR- THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. LI AITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. S L TYPE OF INSURANCE DD S B D POLICY NUMBER POLICY EFF MMIDD POLICY FJ(P MMIDD LIMITS A GENERAL LIABILITY XI COMMERCIAL GENERAL LIABIUIY CLAIMS -MADE N OCCUR #X�PD Ded:2,000 CLP3567791 04/01/2012 04/01/201 EACH OCCURRENCE $1 OOO OOO DAMAGE O NT PREMISES Eaocarnence $300,000 I MED EXP (Any one person) $5,000 PERSONAL & ADV INJURY $1,000,000 GENERAL AGGREGATE $2 000,000 GEN'L AGGREGATE LIMIT APPLIES PER: POLICY X PRO LOC PRODUCTS - COMPIOP AGG $2,000,000 $ A AUTOMOBILE LIABILITY ANY AUTO ALL OWNED AUTOS SCHEDULED AUTOS HIRED AUTOS NON -OWNED AUTOS CAP3567792 4/01/2012 04/01/201 CO BINEeDt SINGLE LIMIT (EaX $1,000.000 BODILY INJURY (Per person) $ BODILY INJURY (Per accident) $ PROPERTY DAMAGE (Peraccident) $ X X $ $ A X UMBRELLA LIAB EXCESS LIAB X OCCUR CLAIMS -MADE CUP2592189 4/01/2012 04/01/2013 EACH OCCURRENCE $1,000000 AGGREGATE $1,000,000 DEDUCTIBLE RETENTION 10000 $ X $ B WORKERS COMPENSATION AND EMPLOYERS' LIABILITY ANY PROPRIETORIPARTNER/EXECUTNEYIN OFFICERIMEMBER EXCLUDED? F NI (Mandatory In NH) It yes, describe under DESCRIPTION OF OPERATIONS below NIA 2242590 4/01/2012 04/01/2013 WC STATU- OTH- XMITS E.L. EACH ACCIDENT $1,000,000 _ E.L. DISEASE - EA EMPLOYEE $1,000,000 E.L. DISEASE - POLICY LIMI7 1$1,000,000 A Leased/Rented Equipment CLP3567791 41011201210410112011 II $250,000 I DESCRIPTION OF OPERATIONS I LOCATIONS I VEHICLES (Attach ACORD 101, Additional Remarks Schedule, If more space Is required) City of Fort Collins SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE Buidin Permits and Inspection Division THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN 9 P ACCORDANCE WITH THE POLICY PROVISIONS. P.O. Box 580 Fort Collins, CO 80522 1 AUTHORIZED REPRESENTATIVE 01988-2009 ACORD CORPORATION. All rights reserved. Cardinal Glass Manufacturing Facility Loveland, Colorado Hoff Construction completed the building renovation for this Cardinal Glass tempered glass manufacturing facility and the new office addition for the facility. This fast tract project was completed within 5 months and included the extensive remodel and upgrade of an existing 53,000 square foot manufacturing plant as well as the construction of a new 3400 square foot attached office building. The scope of work included demolition, utilities, sitework, concrete and asphalt paving, truck dock system, landscaping, removal and replacement of concrete floor, plumbing, FIVAC, fire protections system, roofing, steel structure for manufacturing equipment, painting, cabinets and all interior finishes. The work was coordinated with the installation of owner provided automated manufacturing equipment. Owner: Chris Moore, Plant Manager, 970-669-6065 x2 Cardinal Glass CG 999 North VanBuren Avenue, Loveland, CO 80537 Engineer: Brent Leslie P.E. 253-474-9449 Silts & Hill Engineers, Inc 4815 Center Street, Tacoma, WA 98409 • Contract: $21870,864. Completion: September 2011 • EXHIBIT 1 — QUESTIONS & ANSWERS a. Question: Is the selected Contractor responsible for tree/grass protection during the Elks work? Answer: No, the Contractor shall procure and stage materials in Peterson Street parking stalls. The Elks will be responsible for tree/grass protection during their work. b. Question: Are the contract days specified in the bid documents working days or calendar days? Answer: The contract days specified in the bid documents are calendar days. c. Question: Who is responsible for relocating the boulders shown in the drawings? Answer: The selected Contractor will be responsible for moving and providing all new boulders as shown in the bid documents. d. Question: Who is responsible for tree relocation/demolition? Answer: The City of Fort Collins Forestry Department will be responsible for all tree relocation and demolition. e. Question: Who is responsible for sod relocation/rehab? Answer: All sod relocation and rehab will be performed by the irrigation/landscape contractor, Korby Sod. f. Question: What areas will be available for staging? Answer: A staging area will be available in Peterson Street. The selected Contractor is responsible for contacting parking services, procuring permits for these parking spaces, and including the pricing for the permits within the base bid. The selected Contractor will not be responsible for procuring parking permits for staging the Elks materials. g. Question: Will the contractor be required to provide equipment to the Elks for installation/movement of material? Answer: No. The contractor must only provide the materials to the Elks; all additional labor/movement of materials will be performed by the Elks. h. Question: Is the flagstone relocation included under the General • Contractor's bid? Addendum 1 7435 Plaza & Streetscape Improvements for Poudre River Public Library District Page 2 of 3 • • Subcontract for concrete foundation and piers for the airplane -hangar project at the Loveland -Fort Collins Airport. The scope of work included foundation concrete and reinforcing bar, interior concrete slabs, pier drilling and foundation excavation, foundation insulation, foundation piers, grade beams, thrust walls, layout, back fill and compaction. Owner: Bohemian Corporation Contact: Tectonic Management Group Inc., General Contractor Tom Cook, Project Manager 6695 West48th Avenue Wheatridge, CO 80033 303.883.5177 Contract: $711,595.00 Completion: 05/2007 Hof fConstruction • • Subcontract for the airplane -hangar project at the Loveland -Fort Collins Airport. The scope of work included concrete flatwork, curbs and gutters, trench drain, taxiway, concrete paving, cross pans, sidewalks, ramps, stamped concrete and concrete stairs. Owner: Bohemian Corporation Contact: Connell Resources Inc., Paving Subcontractor Dan Geisler, Project Manager 4305 East Harmony Road Fort Collins, CO 80528 970.223.3151 1 Contract: $310,143.00 Completion: 05/2007 Hof fConstruction • u Removal of existing concrete sun deck and construction of a new patio with landscaping, decorative paving, concrete, shade structures, site lighting and access drive. Owner: Colorado State University Contact: Greg Smith CSU Project Manager 365 Aylesworth Hall SE Fort Collins, CO 80523 970.491.0150 Contract: $371,393.00 Completion: 08/2004 Hof fConstruction P 0 Subcontract for structural -concrete work with general contractor, ECI Site Management, Inc. Scope of work included concrete bleachers, seat walls , retaining walls, planters, stairs and an in -ground Shotcrete skate park. Owner: City of Loveland, Parks and Recreation Department Contact: ECI Site Management, Inc. Ted Johnson, Project Manager 500 East Third Street Loveland, CO 80537 970.669.6291 Contract: $206,456.00 Completion: 01 /2006 Hof fConstruction s Construction of site work for the splash park, including minor earth work, installation of planting beds, concrete playground curb, gravel surfacing, poured -in -place rubber surfacing, concrete flatwork for splash -park area, concrete retaining wall, sub -drain system, irrigation, landscaping, seeding, sod, electrical, installation of splash -park water components and site furnishings. Owner: City of Loveland, Parks and Recreation Department Contact: Michael Callahan, P.E., City of Loveland Construction Coordinator 500 East Third Street Loveland, CO 80537 970.962.2727 Contract: $205,820.00 Completion: 07/2006 Hof fConstruction fit } njl�-� Yi e'. f ♦ 1 • t �tE t- � + " iPR-iXM y 3 3Ct Ir• � � _ . " , , }Tt � 't raj .yr fa` r "' S.�' fi w n til z V ",I;if`* MW f a ♦rya „ _ �'�' � �%a�',"�`�"y�rti a i�i > ,� `!" pa+ j�C, { a. i �y�tn j �t1` rupleted Projects: 2012 Wall Fence at Highway 34 in Greeley: This project is the construction of 2550 LF of precast concrete wall fence along Highway 34 in the City of Greeley. The scope of work included traffic control, site clearing and demolition of existing fencing construction of cast in place and precast decorative concrete wall panels, masonry and stone details, decorative metal fence and gate, and landscape seeding. Owner: City of Greeley 1000 10`h Street, Greeley, CO 80631 Designer: bha Design, Fort Collins, CO Contact: Rafael Samaniego, Project Manager City of Greeley, 970-336-4122 Contract: $422,479.80 Completion: August 2012 Recreation & Senior Services Center Landscape Renovation and Stake Park Sitework Project: This project includes demolition, clearing, grubbing, earthwork, landscaping, irrigation, concrete flatwork, cast in place concrete, concrete stairs, railings, steel coping, curb & gutter, retaining walls, sight furnishings, flagpole, lighting, signage, traffic/pedestrian control, and erosion control. Owner: City of Louisville 717 Main Street, Louisville, CO 80027 Contact: Dean Johnson, Parks Superintendent 303-335-4774 Contract: $202,900. Completion: August 2012 Izaak Walton Fishing Pier Construction of a handicapped accessible fishing pier constructed of concrete and steel with wood decking. The scope of work also included dewatering, grading and a crusher fines access trail from the existing park to the pier. Owner: City of Longmont 350 Kimbark Street, Longmont, CI 80501 Contact: Steve Ransweiler, Project Manager 303-774-4532 Contract: $83,592.06 Completion: July 2012 • • Loading Dock and Paving Improvements Loading dock improvements for a manufacturing building at Loveland Products: The scope of work included demolition of existing dock, piping, concrete dock construction, installation of dock leveling equipment, sitework and paving. Owner: Loveland Products Inc 14520 WCR 64, Greeley, CO 80631 Contact: Bob Bath, Project manager 970-356-8920 Contract: Dock: $120,506. Paving: $133,245. Completion: March, 2012 Metal Building Addition Construction of a metal building addition for a manufacturing building at Loveland Industries: The scope of work included architectural and engineering designs, demolition of existing structure, sitework, concrete foundation and flatwork, metal building construction, membrane roofing, and fire protection. Owner: Loveland Products, Inc. . 14520 WCR 64, Greeley, CO 80631 Contact: Bob Bath, Project Manger 970-356-8920 Contract: $222,678. Completion: October, 2012 ADA Bathroom Remodel The project is an interior remodel of existing space at Berthoud High school into an ADA accessible restroom for special needs students. The scope of work includes carpentry, drywall, flooring casework, plumbing electrical and bathroom accessories. As school is in session, all work is schedule for after school hours and weekends. Owner: Thompson School District 800 South Taft Avenue Loveland, CO 80537 Contact: Tim Mangina, project Manager, 970-613-5382 Contract: 63,345. Completion . December, 2012 Thompson School District Service Contract for Concrete Services: 2006-2007, 2008- 2009, 2010-2011, 2012-2013 Hoff Construction has a two year renewable contract with the Thompson School District Ito provide Concrete Contractor Services. During this time we have completed many small concrete and site construction projects at district schools in Loveland and Berthoud. Thompson Schools has been very pleased with our work and has renewed our contract several times. Our scope of work has included: Remove and replace concrete steps, retaining walls, site excavation, site grading for drainage, installation of fill material, flatwork concrete including sidewalks, patios and small building slabs, curb and gutter, drive pans and aprons, concrete doweling, flag pole base aInd bollard installations. Contact: Ken Scritchfield, Materials & Procurement, 970-613-5140 Jay Earl, Bond Administrator, 970-613-5767 earlj @thompson.k l 2.co.us Thompson School District 2890 North Monroe Loveland, CO 80538 Contract: 2006: $21,431.76 2007 $49,438.66 2008 $54,300.37 2009 $55,358.05 2010 $47,878.00 2011 $37,746.07 2012 $ 9,977.50 Completion: September 2013 • i 0 Completed Projects: 2011 Cardinal Glass We were the General Contractor for this new tempered glass manufacturing facility for Cardinal Glass CG. This fast track project was completed within 5 months and included the extensive remodel and upgrade of an existing 53,000 square foot manufacturing plant as well as the construction of a new 3400 square foot office building. The scope of work included demolition, utilities, sitework, concrete and asphalt paving, truck dock system, landscaping, removal and replacement of concrete floor, plumbing, HVAC, fire protection system, roofing, steel structure for manufacturing equipment, painting, cabinets and all interior finishes. The work was coordinated with the installation of automated manufacturing equipment. Owner: Chris Moore, Plant Manager, 970-669-6065 Cardinal Glass CG 999 North Van Buren Avenue Loveland, CO 80537 • Engineer: Brent Leslie P.E. 253-474-9449 Sitts & Hill Engineers, Inc. 4815 Center St. Tacoma, WA 98409 Contract: $2,870,864. Completion: September 2011 Harmony Reservoir We were a subcontractor to Connell Resources. Our scope of work included both site concrete and structural concrete for the inlet structure at the Harmony Reservoir. We completed the reinforced concrete headwalls, concrete foundations, inlet structure, stairs, sidewalk, and access drive. Owner: Harmony Reservoir Contact: Dan Giesler, 970-223-3151 Connell Resources, Inc. 7785 Highland Meadows Parkway #100 Fort Collins, CO 80528 Contract: $53,928.75 Completion: January 2011 11 Answer: Yes. The general contractor is responsible for all flagstone relocation. • i. Question: What are the working hours of the job? Answer: 7:00 a.m. to 6:00 p.m. j. Question: Will the Engineer consider alternative concrete retarders? Answer: The Engineer will consider alternative concrete retarders so long as they are equal or better than the specified product. k. Question: In Alternate #1, is the selected Contractor to also provide concrete and reinforcing material for the perimeter curb and bench pads, excavation and subgrade prep? Answer: Concrete and reinforcing material for the bench pads are included in the price of Alternate #1.However, the selected Contractor will install these items after completion of the Elks work. The Elks will be responsible for excavation and subgrade prep, installation of the concrete curb and reinforcing materials. The Elks will be responsible for procuring and placing the concrete and reinforcement for the perimeter curb. I. Question: Two Kiosks are listed in the product general notes and one Kiosk is shown on the plans, please clarify. Answer: Only one Kiosk is to be installed on the property located on the north side of the main entrance. m. Question: Please clarify the work to be performed by the Elks and general Contractor with regards to Alternate #2. Answer: The general Contractor is responsible for providing and staging all materials at the site. The Elks will be responsible for excavation, subgrade preparation, placement of the geotextile fabric, boulders, and crusher fines. n. Question: In the base bid there are areas that specify rock cobble mulch over landscape fabric. Is this the responsibility of the general Contractor or the landscape Contractor? Answer: All rock cobble mulch procurement and placement is the responsibility of the Landscape Contractor. is Addendum 1 7435 Plaza & Streetscape Improvements for Poudre River Public Library District Page 3 of 3 i Early Childhood Playground Addition- Lincoln Elementary Construction of new playground including: sitework, new irrigation system, sod, sidewalks, curb cuts, concrete pads, drainage system, renovation of existing decks and ramps to the existing modular classrooms, signage and new fencing. Owner: Thompson School District R2-J 2890 North Monroe Avenue Loveland, CO 80538 Contact: Ken Contract: $83,721.00 Completion: July, 2011 Parkfield Lake Skate Park We completed the skate park portion of this city park as a subcontractor to the general contractor. Our work included concrete flatwork, retaining walls, steps, ledges as well as the specialty shotcrete skate park. Owner: City of Denver Parkfield Lake Park, 5478 N. Chambers Rd, Denver, CO Contact: Kanten Russell, Principal, Project Manager 760-815-9335 ACTION Sport Development LLC Contract: $178,539.00 Completion: October, 2011 Lakeside Cemetery Irrigation Pump Station Replacement We were the general contractor for this project for the City of Loveland. The scope of work included the removal and replacement of the irrigation pump and the pump building. Owner: Merinda Bennett, Construction Coordinator, 970-962-2478 City of Loveland Parks and Recreation Dept. 1500 East Third Street Loveland, CO 80537 Contract: �$95,639. Completion: jOctober, 2011 LJ Dyno Nobel 0 0 Hoff Construction was a subcontractor for Connell Resources at the Dyno Noble explosive manufacturing plant in Cheyenne, Wyoming. Our company completed concrete paving as well as concrete curb and gutter work at the facility parking lot. This is a secure site and every crew member on the site received site specific safety training and testing which included health testing, basic orientation and refinery training. Each employee also received a respirator, respirator fitting and training in the use of the respirator which they had with then while working at the site. General Contractor: Connell Resources 7785 Highland Meadows Parkway Fort Collins, CO 80528 Contact: Bill Anderson, Project Manager, 970-223-3151 Contract: $77,698. 20] CSU ARDEC Sheep Pens Construction o Colorado State Owner: Contact: Contract: Change Order: Associated Thermoforming This project in facility in Bert planning, deve interior finishe storage system. work at the mai Owner: Contact: Contract: Completion: 30`' Avenue Concrete Repai This street rep asphalt and pl associated sub Owner: Contact: Contract: Completion: Change Ord( Hoff Construction 0 Completed Projects 6' x 160' concrete slab along south edge of sheep pens at Jniversity ARDEC facility. 'olorado State University .ick Tensley, Purchasing Agent ort Collins, CO .obert Mckinnon, 970-491-0307 7,909.50 Varehouse. Addition: uded a metal building addition for the manufacturing )ud Colorado. The scope of work included project ipment and engineering, structural and site concrete, fire alarm system, as well as a specialty pallet racking Construction also involved coordination with ongoing ufacturing facility. Lssociated Thermoforming, Inc. 65 Second Street, Berthoud, CO 80513 ahn Nix, President, 970-532-2000 741,775.00 -2011 air project for the City of Greeley included removal of acement of concrete valley pans in three locations as well as -grade work and manhole ring replacements. City of Greeley 1000 10`h Street, Greeley, CO 80631 Ron Hoagland, PM 970-336-4031 $68,768.54 10-2010 u 0 Collyer Park Shelter Replacement of a metal picnic shelter for the City of Longmont: The scope of work included sitework, concrete flatwork and installation of shelter structure. Owner: City of Longmont Contact: Paula Fitzgerald, PM, 303-651-8448 385 Kimbark Street Longmont, CO 80501 Contract: $28,283.20 Completion: 8-2010 College Avenue and Willox Hoff Construction worked as a subcontractor for Connell Resources on this road construction project for the city of Fort Collins. Our scope of work included specialty colored concrete median wall construction and barrier curb construction. Owner: City of Fort Collins Contact: Roland Tremble, PM, 970-223-3151 • Connell Resources, Inc. 7785 Highland Meadows Parkway #100 Fort Collins, CO 80537 Contract: $48,054.00 Completion: 10-2010 Change Order: $11,844.78 for additional work Loveland Industries Tank Farm Construction of site concrete for installation of new chemical storage tanks and the Loveland Products manufacturing facility in Greeley, Colorado. Our scope of work included site concrete construction, concrete pads for large capacity tanks, and epoxy tank coatings applied to the interior of the tanks. Owner: Loveland Products, subsidiary of Agrium Retail 14520 RD 64, Greeley, CO 80631 Contact: Bob Bath, Project Manager, 970-356-8920 Contract: $47,799.00 Completion: 10-2010 Change Order: deduct $10,597.00 0 Loveland Industries Stair Construction o I two stair enclosures (Stair A and Stair B) to separate areas of the two story, building at the Loveland Products manufacturing facility in Greeley, Colorado. Our scope of work included demolition, carpentry, drywall, door and hardware installation, painting and electrical. Owner: Loveland Products, subsidiary of Agrium Retail 14520 RD 64, Greeley, CO 80631 Contact: Bob Bath, Project Manager, 970-356-8920 Contract: $4,168.75 and $4,437.50 Completion: 1, 0-2010 Jorgenson Labs Dock 2010 This project included the construction of a new loading dock and overhead door access to the existing office and warehouse facility. Access was maintained for the business during construction. Owner: Jorgensen Laboratories, Inc. 450 North Van Buren Avenue .oveland. CO 80538 Contact: Earl Sethre, 970-669-2500 Contract: $28,931.00 Completion: 11-2010 Change Order: Deduct $3,007.50 Jorgensen Labs Parking Lot' This parking lot repair project included sitework, demolition, asphalt paving, and concrete drive pan removal and replacement, and striping. Owner: Jorgensen Laboratories, Inc. 1450 North Van Buren Avenue Loveland, CO 80538 Contact: Earl Sethre, 970-669-2500 Contract: $87,264.55 Completion: 12-2010 Praxair Offices 2010 This project involved the office remodel for the Loveland Praxair facility. The work was completed while the offices were in use at this industrial gas supply sitef This is a secure facility which requires site specific safety training. Our work included demolition, carpentry, drywall and framing, new doors and hardware, paint, SAT ceiling, flooring, HVAC and electrical. Owner: Praxair, Inc. PO Box 808, Tonawanda, NY 14151 Contact: Dave Slocomb, 970-669-7800 ext 130 Contract: $14,061.00 Completion: 7-2010 0 s City of Loveland Streetscape Construction of decorative pedestrian alley in downtown Loveland: The scope of work included construction of storm drain, demolition, excavation and decorative concrete paving. This was a CDOT project and included all the necessary qualifications and safety management plans. Owner: City of Loveland Public Works 410 E. 5t" Street, Loveland, CO 80537 Contact: Justin Stone, PM 970-962-2642 Contract: $49,901.35 Completion: 4-2010 C.i G.L. Hoff Company Construction Experience Gregory L. Hoff, President and Construction Manager For the past thirty five years, Greg has been involved with all aspects of construction. Greg established G.L. Hoff Company in 1984. Serving as president and project superintendent, Greg is a driving force in the company. Graduating from Northeastern Junior College in 1972 with a degree in Civil Engineering, his early work included surveying and architectural design and drafting. He has held a Class B Commercial Contractor's License with the City of Fort Collins since 1976. Currently, Greg is an IBC licensed contractor in the cities of Fort Collins, Longmont and Boulder. Beginning in 1984, Greg established G.L. Hoff Company, a commercial general contracting company which specializes in all types of commercial construction including site work, excavation, structural concrete, and commercial buildings. As president and construction superintendent for G.L. Hoff Company, Greg supervises a wide variety of projects including, schools, churches, city and government projects, city park developments, as well as many light industrial and concrete construction jobs. Greg oversees project scheduling, review of construction procedures and specifications, monitors quality control and safety enforcement on job sites. As president and construction supervisor, Greg works closely with project owners, architects and engineers throughout the project. Greg is an active member of the Loveland construction community. He has volunteered his time to the Loveland Construction Advisory Board for over 15 years. While serving as Chairman of this Board, the city adopted licensing for contractors. He also served on a review committee to study the International Building Code prior to its adoption by the City of Loveland Building Department. 11, 11 Joel S. Reger, Estimator and Project Manager t Joel has a Bachelor of Science Degree in Construction Management from Colorado State University and over twenty years experience in the construction field. He has continued his education with estimating seminars including training with American Building Company's estimating Access workshop and Master Builder Computer System. He is also an active member of the Sigma Lambda Chi honorary national construction fraternity. During the past twenty one years, as the chief estimator with G.L. Hoff Company, Joel has compiled bids and development estimates for projects valued at up to five million dollars. As chief estimator, he directs the project bidding process as well as the review of specifications. He also works directly with project management, coordinating proposal requests and change orders with the architect or owner, overseeing material orders to insure that the project is completed in a timely manner and according to specifications. Joel is an important and effective member of every Design -Build project with G.L. Hoff Company. He works closely with the owner and architect to understand project goals and provide detailed project budgets and construction options to meet the owner's needs. Patrick R. Norris, Estimator/Project Manager Pat brings over thirty years of construction experience to his position as estimator and project manager. His background includes experience with residential, commercial and industrial construction. Pat began his career as a carpenter, form setter and equipment operator. With 18 years working as a field foreman, he has a broad understanding of building methods and materials as well as site safety and personnel management. His knowledge of construction has enabled Pat to be an effective estimator and project manager. During the past 15 years, Pat has bid and managed projects valued up to $800,000. 0 SECTION 00430 SCHEDULE OF SUBCONTRACTORS List all subtontractors for the work items listed below and all subcontractors performing over 15% of the contract. c, 6 Ote ti �ULCoi�'�C��lS Gt9 I�l t � -- ��r' /� /o f 1 I ITEM `SUBCONT1RACTOR u SECTION 00500 AGREEMENTFORMS 00510 Notice of Award 00520 Agreement 00530 Notice to Proceed C� 0 • CONTRACT DOCUMENTS TABLE OF CONTENTS Section Pages BID INFORMATION 00020 Notice Inviting Bids 00020-1 - 00020-2 00100 Instruction to Bidders 00100-1 - 00100-9 00300 Bid Form 00300-1 - 00300-3 00400 Supplements to Bid Forms 00400-1 00410 Bid Bond 00410-1 - 00410-2 00420 Statements of Bidders Qualifications 00420-1 - 00420-3 00430 Schedule of Major Subcontractors 00430-1 CONTRACT DOCUMENTS 00500 Agreement Forms 00500-1 00510 Notice of Award 00510-0 00520 Agreement 00520-1 - 00520-6 00530 Notice to Proceed 00530-1 00600 Bonds and Certificates 00600-1 00610 Performance Bond 00610-1 - 00610-2 00615 Payment Bond 00615-1 - 00615-2 00630 Certificate of Insurance 00630-1 00635 Certificate of Substantial,Completion 00635-1 00640 Certificate of Final Acceptance 00640-1 00650 Lien Waiver Release (Contractor) 00650-1 - 00650-2 00660 Consent of Surety 00660-1 00670 Application for Exemption Certificate 00670-1 - 00670-2 CONDITIONS OF THE CONTRACT 00700 General Conditions 00700-1 - 00700-34 Exhibit GC -A GC -Al - GC-A2 00800 Supplementary Conditions 00800-1 - 00800-2 00900 Addenda, Modifications, and Payment 00900-1 00950 Contract Change Order 00950-1 - 00950-2 00960 Application for Payment 00960-1 - 00960-4 SPECIFICATIONS 0 r SECTION 00510 NOTICE OF AWARD DATE: OCTOBER 29, 2012 TO: G.L. HOFF CO. DBA HOFF CONSTRUCTION PROJECT: 7435 PLAZA & STREETSCAPE IMPROVEMENTS FOR OLD TOWN LIBRARY OWNER: POUDRE RIVER PUBLIC LIBRARY DISTRICT(hereinafter referred to as "the OWNER") acting through its Agent, the City of Fort Collins. You are hereby notified that your Bid dated October 18, 2012 for the above project has been considered. You are the apparent successful Bidder and have been awarded an Agreement for 7435 Plaza & Streetscape Improvements for Old Town Library . The Price of your Agreement is One Hundred Ninety -One Thousand One Hundred Twenty Dollars ($191,120.00), which is the base bid ($153,722.00) plus Alternate 1 ($3,902.50), Alternate 2 ($7,894.50), Alternate 3 ($12,341.00), and Alternate 4 ($13,260.00). Three (3) copies of each of the proposed Contract Documents (except Drawings) accompany this Notice of Award. Three (3) sets of the Drawings will be delivered separately or otherwise made available to you immediately. You must comply with the following conditions precedent within fifteen (15) days of the date of this Notice of Award, that is by November 13, 2012. 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. Poudre River Public Library District (OWNER), acting through its Agent, the City of Fort Collins By: ame B. O'Neill, II, CPPO, FNIGP it or of Purchasing & Risk Management 11 SECTION 00520 AGREEMENT THIS AGREEMENT is dated as of the 29th day of October in the year of 2012 and shall be effective on the date this AGREEMENT is signed by the Poudre River Public Library District acting through its Agent, the City of Fort Collins. Poudre River Public Library District (hereinafter called OWNER) and G.L. Hoff Co. dba Hoff Construction (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 7435 Plaza & Streetscape Improvements for Old Town Library . ARTICLE 2. ENGINEER The Project has been designed by Ripley Design Inc. and Ditesco. Ditesco, 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. The Agreement shall be administered by the Poudre River Public Library District. ARTICLE 3. CONTRACT TIMES 3.1 The Work shall be Substantially Complete within thirty (30) 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 ten (10) 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. 1) Substantial Completion: Five Hundred Dollars ($500.00) for each calendar day or fraction thereof that expires after the thirty (30) calendar day period for Substantial Completion of the Work until the Work is Substantially Complete. • 2) Final Acceptance: After Substantial Completion, Two Hundred Fifty Dollars ($250.00) for each calendar day or fraction thereof that expires after the ten (10) calendar day period for Final Payment and Acceptance until the Work is ready for Final Payment and Acceptance. ARTICLE 4. CONTRACT PRICE 4.1. OWNER shall pay CONTRACTOR for performance of the Work in accordance with the Contract Documents in current funds as follows: One Hundred Ninety -One Thousand One Hundred Twenty Dollars ($191,120.00), in accordance with Section 00300, attached and incorporated herein by this reference. ARTICLE 5. PAYMENT PROCEDURES CONTRACTOR shall submit Applications for Payment in accordance with Article 14 of the General Conditions. Applications for Payment will be processed by ENGINEER as provided in the General Conditions. 5.1. PROGRESS PAYMENTS. OWNER shall make progress payments on account of the Contract Price on the basis of CONTRACTOR's Application for Payment as recommended by ENGINEER, once each month during construction as provided below. All progress payments will be on the basis of the progress of the Work measured by the schedule of values established in paragraph 2.6 of the General Conditions and in the case of Unit Price Work based on the number of units • completed, and in accordance with the General Requirements concerning Unit Price Work. 5.1.1. Prior to Substantial Completion, Owner will be entitled to withhold as contract retainage five percent (5%) of each progress payment, but, in each case, less the aggregate of payments previously made and less such amounts as ENGINEER shall determine, or OWNER may withhold, in accordance with paragraph 14.7 of the General Conditions. If , in the sole discretion of Owner, on recommendation of Engineer, Owner determines that the character and progress of the Work have been satisfactory to OWNER and ENGINEER, OWNER may determine that as long as the character and progress of the Work remain satisfactory to them, there will be no additional retainage on account of Work completed in which case the remaining progress payments prior to Substantial Completion will be in an amount equal to 100% of the Work completed. 95% of materials and equipment not incorporated in the Work (but delivered, suitably stored and accompanied by documentation satisfactory to OWNER as provided in paragraph 14.2 of the General Conditions) may be included in the application Section 00520 Page 3 for payment. 5.1.2. Upon Substantial Completion payment will be made in an amount sufficient, if necessary, to increase total payments to CONTRACTOR to 95% of the Contract Price, less such amounts as ENGINEER shall determine or OWNER may withhold in accordance with paragraph 14.7 of the General Conditions or as provided by law. 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 said Underground Facilities are or will be required by CONTRACTOR in order to perform and furnish the Work at the Contract Price, within the Contract Times and in accordance with the other terms and conditions of the Contract Documents, including specifically the provision of paragraph 4.3. of the General Conditions. 6.5. CONTRACTOR has correlated the results of all such observations, examinations, investigations, tests, reports and data with the terms and conditions of the Contract Documents. 6.6. CONTRACTOR has given ENGINEER written notice of all conflicts, errors or discrepancies that he has discovered in the Contract Documents and the written resolution thereof by ENGINEER is acceptable to CONTRACTOR. ARTICLE 7. CONTRACT DOCUMENTS 7.1 The Contract Documents which comprise the entire Agreement between OWNER and CONTRACTOR concerning the Work consist of the General Conditions, Supplementary Conditions, those items included in the definition of "Contract Documents' in Article 1.10 of the General Conditions, and such other items as are • referenced in this Article 7, all of which are incorporated herein by this reference. 7.2 Forms for use by CONTRACTOR in performing the Work and related actions in carrying out the terms of this Agreement are deemed Contract Documents and incorporated herein by this reference, and include, but are not limited to, the following: 7.2.1 Certificate of Substantial Completion 7.2.2 Certificate of Final Acceptance 7.2.3 Lien Waiver Releases 7.2.4 Consent of Surety 7.2.5 Application for Exemption Certificate 7.2.6 Application for Payment 7.3 Drawings, consisting of a cover sheet and sheets numbered as follows: SHEET NO. DESCRIPTION G1.0 GENERAL NOTES D1.0 DEMOLITION PLAN S1.0 SITE PLAN — SOUTH S2.0 SITE PLAN — NORTH S3.0 GRADING PLAN - SOUTH S4.0 GRADING PLAN - NORTH 1-1.0 LANDSCAPE PLAN — SOUTH L2.0 LANDSCAPE PLAN — NORTH • SD1.0 SITE DETAILS SD2.0 SITE DETAILS SD3.0 LCUASS STANDARD DETAILS The Contract Drawings shall be stamped "Final for Construction" and dated. Any revisions made shall be clearly identified and dated. 7.4. Addenda Numbers 1 to 1. inclusive. 7.5. The Contract Documents also include all written amendments and other documents amending, modifying, or supplementing the Contract Documents pursuant to paragraphs 3.5 and 3.6 of the General Conditions. 7.6. There are no Contract Documents other than those listed or incorporated by reference in this Article 7. The Contract Documents may only be amended, modified or supplemented as provided in paragraphs 3.5 and 3.6 of the General Conditions. ARTICLE 8. MISCELLANEOUS 8.1. Terms used in this Agreement which are defined in Article I of the General Conditions shall have the meanings indicated in the General Conditions. 8.2. No assignment by a party hereto of any rights under or interests in the Contract Documents will be binding on another party hereto without the written consent of the party sought to be bound; and specifically but not without limitations, moneys that may become due and moneys that are due may not be assigned without such • consent (except to the extent that the effect of this restriction may be limited by law), and unless specifically stated to the contrary in any written consent to an assignment no assignment will release or discharge that assignor from any duty or responsibility under the Contract Document. 8.3. OWNER and CONTRACTOR each binds itself, its partners, successors, assigns and legal representatives to the other party hereto, its partners, successors, assigns and legal representatives in respect to all covenants, Agreement and obligations contained in the Contract Document. • r1 U OWNER • nor -To _.■ E RIVER PUBLIC Y DISTRICT NT POUDRE RIVER PUBLIC LIBRARY DISTRICT ACTING THROUGH ITS AGENT CITY OF FORT COLLINS, COLORADO A municipal corporation By: ,-�? `" -""— u JAVEO B. O'NEILL II, CPPO, FNIGP DIR'ECTOR OF PURCHASING AND RISK MANAG MENT Date: 1 • Attest: (I/ [1. City Clerk Address for giving notice P. O. Box 580 Fort Collins, CO 80522 AND CONTRACTOR: GL Hoff Co dba Hoff Construction Title President Date: 11 -2-201 2 Date: 11 -2-201 2 (CORPORATE SEAL) OF R .... O •%% Attest: �O R�• : �e :'r r' Address for giving notices: _ ••�,.�••�' PO Box 7448 Loveland, CO 80537 Seter & Vander Wall, P.C. 7400 E. Orchard Road, Suite 3300 Greenwood Village, CO 80111 Approved as to Form Poudr iver ublic Library District Atto e LICENSE NO.: B-6 SECTION 00530 NOTICE TO PROCEED Description of Work: 7435 Plaza & Streetscape Improvements for Old Town Library To: G.L. Hoff Co. dba Hoff Construction This notice is to advise you: That the contract covering the above described Work has been fully executed by the CONTRACTOR and the OWNER. That the required CONTRACTOR's Performance Bond and Payment Bond have been received by the OWNER. That the OWNER has approved the said Contract Documents. Therefore, as the CONTRACTOR for the above described Work, you are hereby authorized and directed to proceed within (_) calendar days from receipt of this notice as required by the Agreement. Dated this _day of , 20_ • The dates for Substantial Completion and Final Acceptance shall be 20_ and , 20, respectively. POUDRE RIVER PUBLIC LIBRARY DISTRICT, ACTING THROUGH ITS AGENT, THE 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: G.L. Hoff Co. dba Hoff Construction By: Title: 0 SECTION 00600 BONDS AND CERTIFICATES 00610 Performance Bond 00615 Payment Bond 00630 Certificate of Insurance 00635 Certificate of Substantial Completion 00640 Certificate of Final Acceptance 00650 Lien Waiver Release (CONTRACTOR) 00660 Consent of Surety 00670 Application for Exemption Certificate 0 0 SECTION 00610 PERFORMANCE BOND Bond No. GRCO21488 KNOW ALL MEN BY'THESEPRESENTS; that G.L. Hoff Co. dba Hoff Construction 1815 W 12' Street, Loveland, CO 80537 (an Individual), (a Partnership), (a Corporation), hereinafter referred to as the "Principal" and (Firm)' Granite Re, Inc. (Address) 14001 Quaitbrook Drive, Oklahoma City, OK 73134 hereinafter referred to as 'the Surety", are held and firmly bound. unto Poudre River Public Library District, 201 Peterson Street, Fort Collins, Colorado 80524), acting through its Agent, the City of Fort Collins a (Municipal Corporation) hereinafter referred to as the "OWNER", in the penal' sum of One Hundred Ninety -One Thousand One Hundred Twenty Dollars ($191.120 001 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 29th day of October, 2012, a=copy of which is hereto attached and made a part hereof for the performance of The City of Fort Collins project, 1435 Plaza & Streetscape Improvements for Old Town Library . NOW, THEREFORE, if the Principal shall well, truly and faithfully perform its duties, all the undertakings, covenants, terms, conditions and agreements of said Agreement during the original term thereof, and any extensions thereof which may be granted by the OWNER, with or without Notice to the Surety and during the life of the guaranty period, and if the Principal shall satisfy all claims and demands incurred under such Agreement, and shall. fully indemnify and save harmless the OWNER from all cost and damages which it may suffer by reason of failure to do so, and shall reimburse and repay the OWNER' all outlay and expense which the OWNER. may incur in making good any default then this obligation shall be void; otherwise to remain in full force and effect. PROVIDED, FURTHER, that the said Surety, for Value received,., hereby stipulates and agrees that no change„ extension of time, alteration or addition to the terms of the Agreement or to the Work to be performed thereunder or the Specifications accompanying the same shall in any way affect its obligation on this bond; and it does hereby waive notice of any such change, extension of time, alteration or addition to the terms of the Agreement or to the 'Work_ or. to the Specifications. PROVIDED, FURTHER, that no final settlement between the OWNER and the. CONTRACTOR shall abridge the right of any beneficiary hereunder, whose claim may be unsatisfied. PROVIDED, FURTHER, that the Surety Company must be authorized to transact business in the State of Colorado and be acceptable to the OWNER. SECTION 00020 INVITATION TO BID • Pi 0 IN WITNESS WHEREOF, this instrument is executed in three (3);counterparts, each one of which shall be deemed an original, this 1st day of November , 2012. (Corporate: Seal) IN.PRESENCE OF: IN PRESENCE OF: • Witness_. (Surety Seal) I -IL Principal G L. Hoff Co. dba Hoff Construction iue) 1815 West 12th Street; Loveland, CO 80537 (Address) Other Partners By: Surety Granite Re, Inc. By: �v Darlene Krings, ttmey-in-Faa ®y: 14001 Quailbrook Drive, Oklahoma City, OK 73134 (Address) NOTE: Date of Bond must not be prior to date of Agreement. if CONTRACTOR is Partnership, all partners should execute Bond. 6' SECTION 00615 PAYMENT BOND Bond No. GRCO21488 KNOW ALL MEN BY THESE PRESENTS: that G.L. Hoff Co. dba Hoff Construction 1815 W 12f° Street, Loveland, OC 80537 (an Individual), (a Partnership), (a Corporation), hereinafter referred to as the "Principal" and (Firm) Granite Re, Inc. (Address) 14001 Quailbrook Drive, Oklahoma City, OK 73134 hereinafter referred to as "the Surety", are held and firmly bound unto Poudre River Public Library District, 201 Peterson Street; Fort Collins. Colorado 80524), acting through its Agent, the City of Fort Collins a (Municipal Corporation) hereinafter referred to as "the OWNER", in the penal sum of One Hundred Ninety -One Thousand One Hundred.Twenty Dollars ($191.120.00) in lawful money of the United States, for the payment" of which sum well and truly to be made, we bind ourselves, successors and assigns, jointly and severally, firmly by these presents: THE CONDITIONS OF THIS OBLIGATION are such that whereas the Principal enteredlinto a certain Agreement with the OWNER, dated the 29'" day of October, 2012, a copy of which is hereto attached and made a part hereof for the performance of The City of Fort Collins project; • 7435 Plaza"& Streetscape Improvements for Old Town Library . NOW; THEREFORE, if the Principal shall make payment to all persons, firms, subcontractors, and corporations furnishing materials for or performing labor in the prosecution of the Work' provided for in such Agreement and any authorized extension or modification thereof, including all amounts due for materials; lubricants, repairs on machinery; equipment and tools, consumed, rented or used in connection with the construction of such Work, and all insurance premiums on said Work, and for all labor, performed in such Work whether by subcontractor or otherwise, then this obligation shall be void; otherwise to remain in full force and effect. PROVIDED, FURTHER, that the said Surety, for value received, hereby stipulates and agrees that no change, extension of time, alteration or addition to the terms of the Agreement or, to the Work to be performed thereunder or the Specifications accompanying the same shall in any way affect its obligation on this bond; and it does hereby waive notice of any such change, extension of time, alteration or addition to the terms of the Agreement or to the Work" or to the Specifications. PROVIDED, FURTHER, that no final settlement between the OWNER and the CONTRACTOR shall abridge the right of any beneficiary hereunder, whose claim may be unsatisfied. PROVIDED, FURTHER, that the Surety Company must be authorized to transact business in the State of Colorado and be acceptable to the OWNER. CJ IN WITNESS WHEREOF, this instrument is exMmc�n three (3) counterparts, each one of which shall be deemed an original, this 1st day of , 512. �.'°ice ►��/ (Corporate Seal) IN PRESENCE OF: IN PRESENCE OF: • _ Witness (Surety Seal) 41 Principal G. L off Co. dba Hoff Construction By: (Title) 1815 West 12th Street, Loveland, CO 80537 (Address) Other Partners Surety Granite Re, Inc. By: Nf(A—A (l ,+LL I _ Darlene Krings, Attorney-i� act ®y_.14001 Quailbrook Drive, Oklahoma ity, OK 73134 (Address) NOTE: Date of Bond must not be prior to date of Agreement. If CONTRACTOR is Partnership, all partners should execute Bond'. "'s1 .., a' ......ate. .. M:;_: .r*••-..a uay^.+.- r..•n—...-�.•,.n.em..F _.« -, �,....,...,a+.•a-wcss....r ,}P r.. _ .n.^i.: ,•t. .. ?.. :. GRANITE,RE.. INC. GENERAL POWER OF ATTORNEY .. Know all Menby these. Presents: That GRANITE.RE,' INC., a corporation organizedand existing under the,laws of the State of OKIAHO_ MAIand having its principal office at the City of OKLAHOMA CITY. intheState of OKLAHOMA does hereby constitute and appoint: RUSSELL D. LEAR; DARLENE KRINGS;'K'ANN•E E. VOGEL; DIANE C_LEMENTSON; KAY'DILL;.BRANDI'J. TETLEY.its 'true and lawful Attorney;in- Fact(s)'forthe,following purposes, to wit: '.:. • • - - - _ J' To sign its name as surety to; and.to execute, seal -and acknowledge any 'and �all •bonds, and to respectively do and perform any and all .• ..., acts and things set forth'in the resoluti000f,the Board of Directors of the said GRANITE RE, INC. a certified copy of which is hereto annexed - . and made apart of this;Power of Attorney;'and the said GRANITE RE,.INC. through.us, its Board of Directorshereby and confirms all and whatsoever the -RUSSELL'D.-;LEAR_ DARLENE KRINGS;'K'ANNE E. VOGEL; DIANE CLEMENTSON; KAY DILLy.ftRANDI J.TETLEY may lawfully do in. the premises 'virtue of these presents.. • ^ - - .. _In Wiihess Whereof, the said GRANITE;RE,'INC. has:caused this instrument to be sealed with'its corporate seal, duly attested by the. - -. signatures of its President -and Secreta'ry/Treasurer, this 12`.h day of April, 2012.. K'eennn_eeth�D. Whittingron,President STATE OF OKLAHOMA -••') - s E A L - .. - .. ) .SS, COUNTY, OF OKLAHOMA) - _ Rodman A. Frates,; Secretary/TreasureIr On this 12" day'of April,. 2012,.before'me personally came Kenneth D. Whittington, President of the GRANITE RE,'INC. Company and �o dman A. Frates, Secretary/Treasurer of said Company; with bofh.of whom I'am personally acquainted, who being by me severally duly.. rn, said, that they; the,said-Kenneth D Whittington and.Rodman A. Frates were respectivelIy the President and the Secretary/Treasurer of - - the GRANITE RE, ZINC:, the corporation described in and which executed the foregoing Power of'Attorney; that they each -knew the seal' of said _ .. - :corporation; that the seat affixed to said Power of.Attorney was such corporate seal,- that it was'so fixed by order of the Board of Directors of . -said corporation, and that they signed their name thereto.by like order as President and Secretary/Treasurer, respectively, of the Company: l 9, - My Commission Expires - - August 8 2013. Not ry Publi - .. • -Commission;#,: 01013257 .:GRANITE RE, INC..,- .. - -.Certificate • . - - ' - THE UNDERSIGNED; being the duly elected,and,acting Secretary/Treasurer.of Granite Re" Inc., an Oklahoma Corporation, HEREBY.CERTIFIES " that the following resolution is a true and, correct excerpt from the July 15;. 1987, minutes of.the meeting of the Board of Directors of Granite Re, Inc. and that said Power of Attorney has not been -revoked and is now in full'force and effect. "RESOLVED,.that the.President,'any Vice President, the Secretary, and any, Assistant Vice president shall each have authority to appoint individuals as attorneys -in -fact or under other appropriate titles with. authority to execute on behalf of the company fidelity and surety bonds and other documents of. similar character issued by the,Company-in the courseof its business. On any instrument making or evidencing.such appointment, the signatures may be affixed by facsirile. 'On any instrument conferring such authority or on any bond of undertaking'of the Company, the seal, or'a facsimile thereof, may be impressed or, affixed or in any other manner -reproduced;, - provided, however, that the sealahall,not be necessary to'thevalidity of any such instrument or undertaking.:'- .. ;IN.WIT.NESS. WHEREOF,. the undersigned.has'.subscribed this Certificate and affixed the corporate seal of the, Corporation this lsi day of November 20 12' - - oR dman A� Frates, Secretary/Treasurer ,. •.°' " . .M i SECTION 00630 CERTIFICATE OF INSURANCE CONTRACTOR shall insert his own standard form for Certificate of Insurance. L._J 0 Client#: 24740 HOFC01 r L ACORD. CERTIFICATE OF LIABILITY INSURANCE DATE(MMIDOIYYYY) F 11/01/2012 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED EPRESENTATIVE OR PRODUCER, AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder is an ADDITIONAL INSURED, the policy(ies) must be endorsed. If SUBROGATION IS WAIVED, subject to the terms and conditions of the policy, certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). PRODUCER CONTACT NAME: Sandy SChlfferns Flood 8 Peterson Ins., Inc. Pn"/c° Ne Eal '.970 266-7107 INC, N.: 970 506.6836 P. 0. Box 578 ADDREss; sandy.schifferns@floodandpeterson.com Greeley, CO 80632 CUSTOMERIDd: Hofcol 970 356-0123 INSURER(S) AFFORDING COVERAGE NAIL 0 INSURED A: Bituminous Insurance 20095 GILINSURER Hoff Company INSURER B: Pinnacol Assurance db a Hoff Construction — INSURER C : P.O. Box 7448 INSURER D: Loveland, CO 80537 INSURER E: INSURER F: :ERTIFICATE NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS, INSR TYPE OF INSURANCE L R POLICY NUMBER POLICY EFF MM/DDIYYYY POLICY EXP MNIDD/YYYY LIMITS A GENERAL LIABILITY CLP3567791 0410112012 04/01/2013 EACHOCCURRENCE $1 000000 X COMMERCIAL GENERAL LIABILITY CLAIMS -MADE 51OCCUIR PREMISES Ea arurtenw s300OOO MED EXP(My one person) $5,000 PERSONAL B ADV INJURY $1,000,000 X PD Ded:2,000 GENERAL AGGREGATE E2,000,000 GEN'L AGGREGATE LIMIT APPLIES PER: PRODUCTS - COMP/OP AGG s2,000,000 lb POLICY X PRO LOC E IFAUTOMOBILE LIABILITY ANY AUTO CAP3567792 4/01/2012 0410112012 COMBINED BINGLE LIMIT (Eaamidenl) S1000000 BODILY INJURY (Per person) $ ALL OWNED AUTOS BODILY INJURY (Pera¢idenl) $ SCHEDULED AUTOS HIRED AUTOS 1XX PROPERTY DAMAGE(Per accident) NON-0WNED AUTOS $ 3 A )(UMBRELLA LIAB X OCCUR CUP2592189 4/0112012 04/0112 013 EACH OCCURRENCE $1000000 AGGREGATE $1,000,000 EXCESS LIAB CLAIMS -MADE DEDUCTIBLE E X RETENTION $ 10000 $ B WORKERS COMPENSATION ANDEMPLOYERS'LIABILRY YIN ANY PROPRIETORIPARTNERIEXECUTNE OFFICERVEMBER EXCLUDED? ❑ (Mandatory in NH) If yes. descnhe under DE SCRIPTION OF OPERATIONS Del. NIA 2242590 4101/2012 04/01/2013 X WCSTATU OTH- E.L. EACH ACCIDENT $1,000000 E.L. DISEASE - EA EMPLOYEE $1,000,000 E.L. DISEASE - POLICY LIMIT $1,000000 A Leased/Rented CLP3567791 4/01/2012 04101/201 $250,000 E ui ment DESCRIPTION OF OPERATIONS I LOCATIONS / VEHICLES (Attach ACORD 101, Additional Remarks Schedule, if more apace is required) Project: 7435 Plaza and Streetscape Improvements for Old Town Library Poudre River Public Library District and the City of Fort Collins are included as Additional Insureds as required by written contract with respects to liability arising out of work performed by the named insured. Poudre River Public Library %City of Fort Collins, Purchasing P 0 Box 580 Fort Collins, CO 80522 ACORD 25 (2009/09) 1 of 1 #S745776IM682262 SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN ACCORDANCE WITH THE POLICY PROVISIONS. AUTHORIZED REPRESENTATIVE W Tseu-ZUUS AL;OItU CORPORATION. All rights reserved. The ACORD name and logo are registered marks of ACORD SLS • SECTION 00635 CERTIFICATE OF SUBSTANTIAL COMPLETION TO: Poudre River Public Library District (hereinafter referred to as OWNER), acting through its Agent, the City of Fort Collins DATE OF SUBSTANTIAL COMPLETION PROJECT OR SPECIFIED PART SHALL INCLUDE: PROJECT TITLE: 7435 Plaza & Streetscape Improvements for Old Town Library LOCATION: Fort Collins, Colorado OWNER: City of Fort Collins CONTRACTOR:G.L. Hoff Co. dba Hoff Construction CONTRACT DATE: October 29, 2012 The Work performed under this contract has been inspected by authorized representatives of the OWNER, CONTRACTOR, and the ENGINEER and the project (or specified part of the project, as indicated above) is hereby declared to be substantially completed on the above date. A tentative list of items to be completed or corrected is appended hereto. This list may not be exhaustive, and the failure to include an item on it does not alter the responsibility of the CONTRACTOR to complete all the Work in accordance with the Contract Documents. ENGINEER AUTHORIZED REPRESENTATIVE DATE 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. ENGINEER 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. Poudre River Public Library District, a political subdivision of the State of Colorado (hereinafter referred to as OWNER), acting through its Agent, the City of Fort Collins. OWNER TITLE • DATE ATTEST TITLE DATE SECTION 00640 CERTIFICATE OF FINAL ACCEPTANCE 20 TO: G.L. HOFF CO. DBA HOFF CONSTRUCTION Gentlemen: E You are hereby notified that on the day of 20_, the City of Fort Collins, Colorado, has accepted the Work completed by G.L. HOFF CO. DBA HOFF CONSTRUCTION for the City of Fort Collins project, 7435 Plaza & Streetscape Improvements for Old Town Library . 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 October 29,2012. 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: Poudre River Public Library District, a political subdivision of the State of Colorado • (hereinafter referred to as OWNER), acting through its Agent, the City of Fort Collins. By: _ Title: ATTEST: Title: Is s SECTION 00650 LIEN WAIVER RELEASE (CONTRACTOR) TO: POUDRE RIVER PUBLIC LIBRARY DISTRICT ACTING THROUGH ITS AGENT, THE CITY OF FORT COLLINS (HEREINAFTER REFERRED TO AS OWNER) FROM: G.L. HOFF CO. DBA HOFF CONSTRUCTION (CONTRACTOR) PROJECT: 7435 PLAZA & STREETSCAPE IMPROVEMENTS FOR OLD TOWN LIBRARY 1. The CONTRACTOR acknowledges having received payment, except retainage from the OWNER for all work, labor, skill and material furnished, delivered and performed by the CONTRACTOR for the OWNER or for anyone in the construction, design, improvement, alteration, addition or repair of the above described project. 2. In consideration of such payment and other good and valuable consideration, the receipt and adequacy of which are hereby acknowledged, the CONTRACTOR voluntarily waives all rights, claims and liens, including but not limited to, mechanic's liens, Miller Act claims (40 U.S.C.A. 270 a and b), stop notices, equitable liens and labor and material bond rights which the CONTRACTOR may now or may afterward have, claim or assert for all and any work, labor, skill or materials furnished, delivered or performed for • the construction, design, improvement, alteration, addition or repair of the above described project, against the OWNER or its officers, agents, employees or assigns, against any fund of or in the possession or control of the OWNER, against the project or against all land and the buildings on and appurtenances to the land improved by the project. 3. The CONTRACTOR affirms that all work, labor and materials, furnished, delivered or performed to or for the construction, design, improvement, alteration, addition or repair of the project were furnished, delivered or performed by the CONTRACTOR or its agents, employees, and servants, or by and through the CONTRACTOR by various Subcontractors or materialmen or their agents, employees and servants and further affirms the same have been paid in full and have released in full any and all existing or possible future mechanic's liens or rights or claims against the project or any funds in the OWNER'S possession or control concerning the project or against the OWNER or its officers, agents, employees or assigns arising out of the project. 4. The CONTRACTOR agrees to defend and hold harmless the OWNER, the lender, if any, and the Surety on the project against and from any claim hereinafter made by the CONTRACTOR'S Subcontractors, materialmen, employees, servants, agents or assigns against the project or against the OWNER or its officers, employees, agents or assigns arising out of the project for all loss, damage and costs, including reasonable attorneys fees, incurred as a result of such claims. 5. The parties acknowledge that the description of the project set forth above constitutes and adequate description of the property and improvements to which this Lien Waiver • Release pertains. It is further acknowledged that this Lien Waiver Release is for the benefit of and may be relied upon by the OWNER, the lender, if any, and Surety on any labor and material bonds for the project. Signed this day of 20_ ATTEST: Secretary STATE OF COLORADO ) )ss. COUNTY OF LARIMER ) Subscribed and sworn to before me this Witness my hand and official seal. Notary Public My Commission Expires: CONTRACTOR: G.L. HOFF CO. DBA HOFF CONSTRUCTION in Title: day 20_, by 0 0 • SECTION 00020 INVITATION TO BID Date: May 26, 2011 Sealed Bids will be received by the by the Poudre River Public Library District (hereinafter referred to as OWNER), acting through its Agent, the City of Fort Collins, at the office of the Purchasing Division, 3:00 P.M., our clock, on October 18, 2012, for the Plaza & Streetscape Improvements for Old Town Library; BID NO. 7435. If delivered, they are to be delivered to 215 North Mason Street, 2"d Floor, Fort Collins, Colorado, 80524. If mailed, the mailing address is P. O. Box 580, Fort Collins, CO 80522-0580. At said place and time, and promptly thereafter, all Bids that have been duly received will be publicly opened and read aloud. The Contract Documents provide for the construction of 7435 Plaza & Streetscape Improvements for Old Town Library. The Work includes demolition, removal and replacement of architectural concrete flatwork, site amenities, grading and restoration. All Bids must be in accordance with the Contract Documents on file with The City of Fort Collins, 215 North Mason St., 2nd floor, Fort Collins, Colorado 80524. The City encourages all disadvantaged business enterprises to submit bid in response to all • invitations and will not be discriminated against on the grounds of race, color, national origin. A prebid conference and job walk with representatives of prospective Bidders will be held at 10:00 am on October 8, 2012, at the Old Town Library located at 201 Peterson Street, Fort Collins. Prospective Bidders are invited to present their questions relative to this Bid proposal at this meeting. The Contract Documents and Construction Drawings may be examined online at: • City of Fort Collins BuySpeed: https://www.fcgov.com/eprocurement 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. 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. 0 SECTION 00660 CONSENT OF SURETY TO: POUDRE RIVER PUBLIC LIBRARY DISTRICT (HEREINAFTER REFERRED TO AS OWNER), ACTING THROUGH ITS AGENT, THE CITY OF FORT COLLINS (HEREINAFTER REFERRED TO AS THE "OWNER") CONTRACTOR: G.L. HOFF CO. DBA HOFF CONSTRUCTION PROJECT: 7435 PLAZA & STREETSCAPE IMPROVEMENTS FOR OLD TOWN LIBRARY CONTRACT DATE: OCTOBER 29, 2012 In accordance with the provisions of the Contract between the OWNER and the CONTRACTOR as indicated above. for (Surety) on bond 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) go ATTACH: Power of Attorney and Certificate of Authority of Attorney(s)-in-Fact. E E SECTION 00670 0 9 Is SECTION 00670 APPLICATION FOR EXEMPTION CERTIFICATE DR 0172. (12/98) COLORADO DEPARTMENT OF REVENUE DENVER CO 80261 (303)232-N16 CONTRACTOR APPLICATION FOR EXEMPTION CERTIFICATE_ Pursuant to'Statute Section 39-26.114(1)(a)(M) 2 M NOT WRITF IN THIS SPArr 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. RegistraUon/Account No. (to be assigned by DOR) Period 6170-750 (999) $0.00 89 - ;C,ONTRAC�TOR,INFORMATiIONn' Trade name/DBA: Owner; partneq.or corporate. name: Mailing address (City, State; Zip): Contact Person E-Mail address, Federal Employers Identification Number: 'Bid amount for your contract: Fax Number,, ( Business telephone number Colorado withholding lax account number, Copies of,contract or agreement04ges+(1)'identlfymg (he contracting parties, ;EXEMPTION;: INFORMQT,ION and (2) contatning signatures of,contractmgiparties must�be attached;, _ Name of exempt organization (as shown "on contract): Exempt organization's number: 98 - Address of exempt organization (City, State, Zip):' Principal contact at exempt organization: - Principal contact's telephone number: " Physical location of project site (give actual address when applicable and Cities and/or County lies) where.project is located) Scheduled Month Day Year Estimated .Month Day Year _ con motion start date: completion date: d 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 NOT WRITE BELOW THIS LINE 0 Special Notice Contractors who have completed this application in the past, please note the following changes in procedure: The Department will no longer issue individual Certificates of exemption to subcontractors. Only prime contractors will receive a Contractor's Exemption Certificate on exempt projects. Upon receipt of the Certificate, the prime contractor should make a copy for each subcontractor involved in the project and complete it by filling in the subcontractor's name and address and signing it. The original Certificate should always be retained by the prime contractor. Copies of all Certificates that the prime contractor issued to subcontractors should be kept at the prime contractor's place of business for a minimum of three years and be available for inspection in the event of an audit. Once an 89# has been assigned to you, please use the next five numbers following it for any applications submitted for future projects. This should be your permanent number. For instance, if you were assigned 89-12345-0001, every application submitted thereafter should contain 89-12345 on the application. The succeeding numbers will be issued by the Department of Revenue. DO NOT enter what you believe to be the next in sequence as this may delay processing of your application. ,9 u 0 SECTION 00700 GENERAL CONDITIONS 9 0' GENERAL' NDMONS OF THE CONSTRUCTION CONTRACT The-w ilENMR\L. &JNDLTIONS have Been devzlpp� . by using .they STANDARD (7VERAi cb-JvtiTICJNSOF The Co,,\'STLtUt TI(& Ct�i TRQt T yrejarcJ.hy titz Enguu rs=Jane Contract 6ocuhichls �_omrnincc, RJ(;t'X_ Nn 191tktl (lvyit HdiUon). asa'h sc Ghapges,tp that document sueshoNywhy wulerlining test that has been added and strikim_ thrbukh test that Nita been deleted. FJCDC,GL;NI.RAL CONDITInNS I910-9'(1990I NTION). WITH CITY OF FOliffoCOLLINS MODIFICATIONS (RE V 9/99) E 10 i •Article or Paragraph Nunn bcr.X, Tit le DEFINITIONS TABI E"or CoN7M,rNrS'OF GENERAL CONDITIONS. .Page Article or Paragraph :,page Number Nuniher& ..Tillc Nu" fkr LIAddenda ..................................:.:....... 1.2 Agreement ..:. ......... 1.3 Application for Pa}merit,,,,,,,,,,,,,,,,,,,,,, 1 `1A 1.5 Hid ............... ....................... .....:::.... i 1:6 I3idding D&untenls........ I 1:7 'L3idding Reytilroments..,;, 1 l:e Bfo ds ,....., ......... ........a _: 1.9 Change Order 1 1.10 Contract Odcume iv;....... _ .,....:,1- I.it Con tract, Price I 1;13 es Contract Tint _;,-,, 1.............1 1.13 CONTRACTOR.............:......:....:.::....:.I I:14 ele edive,,,,,,, 1:16 'fTc't'Ve (Jatc of llie.Agtccmen, 1:17 ENG11,113ER,_ .1 1.18 ENGINEER'sConiuliant,,,,,,,,,,,,,,,,,,,,j 1.19 Field.Order,:;,........ .. 1.20 General Rcquir&wnt.s:.,. 1!31 Haiard&L%Waste - - Ir22.a .. ........: IAtvs and Rcgulgtigns hns'or - Regulations. 133.b Le�id _I161id:iys --... . 2 1.23 - Liens .................................. ......... ........ L24 1\Tlesione,,,:., _...;. 2 1,25 Noticc'of Award _ 2 12G Notice to Pr*ed _ 2 1:27 OWNER :..... : 1.28 ........................... . Partial Utiliiation ,,,,,;,,; .. 1.29 PCBs 7 1:3Q Petroleum 1,-32:a Radiouctivc Material ,,,,,;;; 1;32:b Regular Workme Hours:,: 1.37 l2esidunt. Prbjgct Representaut � -..;::,�r' 1.34 Samples ........ . .....:... . ....::.:...:': 1.35 Shop Drawings... ....... ..:-...... ' 1.36 Slx,ci (cationss .................. ....:......= 1.:37 Suliconuacior 1..18 ... Suhstantial C;ompleuon,., .. L 19 ,,;, Supplementary Conditions ..... 2 1.40 Supphet 2 1.41 Undergrotatd Facilities.-.. 33 1.42 Unit Price Work 1.43-. Work .................................. i 1.44 Mork Change Dtrecitve...... 3 1.45 Written Af!e-dmen,t,,,;-„ 3 PRGLINITNARY 1 1 Deliveryofl3onds .........,:c3 2.3 C'cmmencementofContract Timcs,'Notice to Proceed .:,3 4 Starting th e woik 3 15=.7 Refore'Slarling C 3rtstruclioti CONTRACT,OR's Responsibility to Rcportt Prclinfinary Scficl lcs; Delivery of Cenificaies,of Insuinnce 3-4 2.X Preconsliuchon'Conferente,,,,- _ - 4 ig in itiallyAcceptaGfeScIie'dules, :4 •CONCRACT.DOCI.trg;NfS' INTENT, Ai IHNDING,;Rf . USI:..... ...::-_:: ::..= 4 3 1-.1.2 Intent:. 4 33 Reference to SlaHdards and"Speci- [icatitms ufTechrucal Sociaties;. Reporting find Resolying.Dis- crepancics 4-5 3:4 Intent of Ccriain terms or Adjectives 3:5 Amending Contract Dodunanls _ - 5 3.6. Supplementing Contract Documents .................:..........:.....: 3.7 Reuse of Documents 5, 4... AVAILABILITY M.I. ANI)S,; S64bl 4CE,AND PHYSIC 1L'CON6iTIONS; RMRM�TCC;POINITS...... ..................... g 4.1 Availability of Lands 5=6 4:2 §u.siirfhc€m rd Physical C"ondition5 ........ ... .............§. 4.2.1 -Reiiorts find Drrf wings 4.=:2 I.Sm ited Rehlrice by CONLRAC TOR Author"z "' 7 echnical Data. ......:.; :....:.:.:...:, 6 '4'.3 Notice of Differing SO&Orface or Physical C:ondilioits ........ ....::GI 4.2.4 F.'NGRNrF.F.R'sReview......... ............. .G 4.2:5 Possible Contract Documents ... Change...................................6 4.2:6. Possible Price'and Tunes Adjustments §-7 4.3 Physical Condipniis lJndergroprid .FaO i ucs......:................................ 7 4.3.1 S6n or indicated j 4.3.2 Not Shown or Indicated 7 4.4 Rcference'Points ................:............... 7 li bCDC GENE10.1, CONDMONS 1910-8 (19YO 101110N' wl CITY Or FORT COl SN''S Morjim- tTlo\s (kni 9(59f • Article or Nragraph Page. Article or Paragraph Page Number y:Title Number Number&"Title Number 4.5 Asbesigs; PC -Bs,, Petroleum, 6.25 SubmittalProceedures; CON, INzardous Waste or WCTOR's Revien' Pritir Radioaciwc .....7,8 to Shop;Prmvuig or Sample Submittal 1G .5. MONDS AND INSU}LaNcs .............. . .. 8 6 _G Shop Drawing ,X samplz Suhniir- 5.1-5.3 Performance. Payrn untl Uthei tuts" Review by ENGINEER ...... 16-17 Bonds 1 8 6,27 Rcsponsibiluy for Variations .5 3 tieensed Sureties anti Insurers From Contract Uocument4,,,:,,,,,,17 Lcriilicmes of Insurance„-, 8 .6?8 .Related WorkPerforned Prior 5,4 COhTRACTOR'sLiabilit} ln1iNGINhER'sReview,arid Insurance .,...., .,... ......9 Appro A of Required 5.5 OWNF-Liabil¢y insurance J Submittals 17 5.6 Property Insurance ;;9-lit 6.29 ...,, Continuing the ,Work -. :-,,;- 17 5.7 Boiler and Machinery 61 Addi, 6:30 e0\*fRACTO1R's General' tional Property Insurance,., .,10 Warrant} and Guarante 5.8 Notice o(Cancellationikrniston .-,-.,.10 .6,11-6.33 IndcmniGcauon .._--., ,,;17-18 5.9 CONTRACTOR Is Rc'epnnsihility 6;34 SurvivaleiFObligniia: ...,.,,._j for I)eductible Amaums................ to 5.10 Other Special Insurance.......:..,.,, ...... 10 7. TJnIGR WORK,, ............................................1S 5:11 Waiver of Rig Fits PI 7:1-7.3 RelatedWej, rk at Site-,.. 1S 5,12:>.13 Receipt and Application of 7A Coordination 18 Insurance It'ocecdp....................:dt)-11. 5,14 Acceptance ofl36ndsand lnsm- .8: OWNERS RF,SPONSMILMES,;,,;,;,,,,,,,;Is 6nce; option to Replace ::,. ...1 t SA C ommunicanons to CON 5.15 Partial Utilization Propzrt} TRAC•TUR ......... , :_ IS Insurance ....................................... I 1 8.2 Replacement oPENGINEFR,,,......... IS 83 Furttisti Data andPav Prompily 6, CONTRACTOR'S RESPONS11311A DIES 11 When i)u Js 6.1-6 2 Supervision and Super'intendence;,, 11 :8:4 Lands and Easements; R.ports. &3�6 5. Labor MA tcrisls and Iiquipment-, I I-h2 and Tests M19' 6.6 Progress Schedule ......., .......12 65 Insurance_ ..............,19. 63 Substitutes and "Or-Equal"Items: s.6` 'Change Urd rs , ,_,,19, CONITRAC.TORs Expense' ;8;7 _ Inspections TeSts;nnd Substitute Construction Approv; Ih Methods orProccdures; ' .K Stop or.SusputdlVork: FNUINEFR'sF.dalwatiom . 12-73 TcraiinateGOAj'I't2AG'1'tJR's 6.8-6.11 'Concerning Subcontractors. Scrv,iczs Suppliers and Others 5.9 Lniitations`on OWNER'S Waiver of Rights .........................13 14 Responsibilities ........................... :19. 6.12 patent Fees and Ro} iltle.%,:,,-. 14 $, ltl A3hcstas, PCBs; Petroleum,. (-,13 Permits Hazardousbl'asteor 6.14 l.aivs and Regulations ,.... ..-14 ...... Radioactive 14atcrial....... ... ... ..:19 G,15 Taxes; .. 14-15 .8.11 EvidonczofFinance) 6.16: Useo(Ihenises:.:._.,--...............15 _ Arrangements-...-...:._.. ........ ----=-- !!I 6.17 Site Cleanliness,,,,,,, IS 6,18 Safe.SuucturalLoadng .....................li -9. ENGINEER'S STATUS DURING 15.19 Record Documents..,,-.:.._...........:....1.� CONSTRUCTION ,__....................... ,,.;--".-„.;..19 6.21) Safety snd i rntcctiim....-,_„_._,......_1.5-1G 9.1 OWNER!s Representative-,,.,-,-,-,- _19 6,21 -Soler}"Ro vesentaute ,;;,,;, , , , , , ,;;,16 9.2 Visits to Site . . . _,.. 19 _ 6.22 Hn7ard Communication Ikoeramc,;,,,_ 16 9;3 Project Representative 19-21 6, 13, Emergencies ..... ................ ........ 16 .9.4 ;ClariGcalionsand Inictpre- G i4 Shop Drawings and Sample*:_.........16 tat ions .... ............... .............>1 9.5 Authorized Variations tit Wrk___ 31 I:JODO OL.NMLAL CONDIIION51910.8 (1990 EDI nON) mi nTY GF FORT COi.Lt\S MODiF1GA7101'S IRFN 909) n 0 ArticleorParagraph Ngc Article or Paragraph NumberK'Title Number Numbq'B:Title 9.6 Rejecting Dtfec1h,eAVork;,;,21 9.7-9.9 Shop nrawinas, Change Orders and Pa)a» cuts 21 9.10 Dtterminatichs for Unh tilers al»i - - 9.II.9,12 IJcciaionson'Disputes;FNGI- NEER as initial Interpreter 913 , .... Limiiations on LNG f IEER's Arthoril and Rrsponsibillu,s ,.:22-23 QHANGhS IN :THE WORK,,,, 10:1 OWNER's Ordered Change ... .3' 16i2 Claim for Agiustment _- 23 I Worok Not Requuedb)'Contract Duments- ...., .......::�3. 10.4 Cllall$c Ordcr� 10.5 otification NSurety ?3 CI ONGE OF CONTRACT' PRZICf 23 11.1-11:3 Contract Price, Claim fur AdjwtmenL Valueor the l ork•.... 3=Q4 11.4 crx, of the Work - +24.25 11:5 ESCIWiOns-to Cost of the Wa'rk '25 11.6 CO`rI A4 R'ri.)hs Fee;z_ . __ I 11.7 Coat Records-, , ...... _ „^5-26 1'1:8 Cash Allawnrices ..............::...'6 11.9 Unit Price )fort .. ..,.: 26 CHANGE OF CONTRACT,TIMES .........................:.n6 ]',.I Claim for-Adjustmcim_...... 20.. 12:2 Time of the Essence,,,.,,,, 26 12.3 Delays Beyond CONTRACTOR'S ,Control... .. ......... ....:. 12,4 Delays 6eV6nd OIVNFiZ's and' CONTRACTOR's Coiitrgl . ,;_, 7 TESTS, ANf71NSPCC•TIONS: CORRECTIONT, REN40VAL OR.ACC EPTANCI OF' UL•FVE GC77WORK.........................:.:..........:...17 13.I NoticC:nl?DCICCIS , ....:,.. :.. ,97 132 AccessIo,the.Work ... . _....._ .27 13.E 'I'rsL%and Inspcctrons{ CONTRACTOR's Cooperation-........27' 13.4 OWNFER's,Responsibit ities; Independent Testing Lalmratory ,.-;,37 13.i CONTRACTOFes Responsibilities;.> .............:...::;;,.,,, 7 13.6-13.7 Coveiing Work Prior to Inspec- tion. Testing or.Qpprovul _,._; ?7 13:8-13:9 Uncoverine )Bork at ENGI I'agc Number. N ERsRequest..- ..................... i' n OWNERAaySlop 13.I I Correction or Removal of 17efectire 1Vork.......................... ZR 13,12 Correction Period.., „, , , ,, , ,125 13.`131 &xeptance of�ei tliti ,W6rk ,;35' 13,14; OWNER.May Correct Defective Work ....:..::. .... ..... 2s-29 14 I'Al'n4FNTS TO COMI`RACTOR,AN1i 14.1 Schedul oCVelues, ''9 IA:'_ -Application for, Pr Payment -29' 14.3. CONTRA( 1 C7R's Warranty,or Title ...... ......... 29 1 a.4-1�4.7 .Review of Appl ications for I..... r Progress, Payments ... .......... . N-30 14.8=14.9 Substantial Completion 30 MAO Pariial Utilization,_ 3(i_31 14.11 Final Inspection.... .... „_ .31 -14.122 Firial Application for Pa)Inent. .-,..L31 14,13-14.14 Final Pajanent and Accepjance w_.31 14.15 %Valvzr:of Clatmsf._ . -._„ 31-J2. 15. SUSPENSION c7F,\VOkc AND 'I:ERM,INATlCK...::..............:.:.....................:. 32 13..) OWNER May Suspend Work,„ ..,32' 152,15A OWNERNlayTcrqunare- 32r 1.1.5 CONTRACTOR May.Stop Work or Its, rmptrm RESOUTFION 33 17 4M1SGEl.1 AKFOUS, 43 1,7A Giving N'uptr 33 17,2 CompuiaUon of4lnles ... .i3- 173 otitie of Claim ...., 33 1,7,4 (utnulatnc Rcmedics 33 17.5 Pro fessicnal'Fecs-tindCourt Costs fncludcd .. .,............. 3 17.6 Laws Applicable Statc'............. 3,3 ,4 •Intentiunolly left blank ...., �- - - . 35 ENHIBIT GC -AS (Optional) Dispute Resolution Agreement,,,,;,,;,,,,,,;;,,, GC -Al 16.1-16.6 Arhitration.........._-:...._......... GC-A1 16.7 Mediation: JC-A1 Iv LJCA . CENLRAL COND1110N31910-8.(1990 LDITIIUN), -wI a 7Y,'OF Fou Cot. sms MorimCATMNS (REV T99r INIJUX TO G'EMRAL CONDITIONS City of Fort ,Collins modifications to the Gercni I Conditions of the Construction 'C6hIrif6t are not shown in this index Article or Paragraph Number Acceptance of - Rands Insurance ;; ........... ...... 11. "and 'defective Work . ......... 10-4. 1. 13-5, 13.13 final payment ... ....... I ....... 1 1 9-112; -14; 15 insurance.......... *%V6 ......5.14 6iiier K, Ly CONMACTIOR ... .......... �J Substituies;and "Or -Equal" . 7 1 Work hy OWNER,'. ...... 634 Access to th.e-- Lands, OWNER and (-ONTRACTOR respon - sibilities ........... site, related Work ............... : .......... ___ ---------- T. -.7.2 Work. ............................... .......... 13,2, 13.14. 14.9 Acts or Omissions--, -Acts andbinis - si ons-- CONTRACTOR 6.9.1- 9.13.3 F iTCJNE.rR......, --.. ......... ..... -.6,2b, 9.13.3 OWINTER ............................... : ........ w ....... 6 S q§.2 . .9 Addenda --definition of (also see definition of.Spewfication;i) ..... :-(1;6, 1-10, 6.191, L I Adtlitli Additional Ihsurance§.. 7 .......... m...'5. - Adjustments-- Conitact price or Contract Times ...... ......15, Ir. 4.1, 43.2,4.5.21- ........... 1 _5_3, 9-1, 9,5,. 10.2-10A, L 121 14.8. 1 5_1 progess schedulq ... 7 ....... ............ .......... 0.6 Agreement -- definition of 'All -Risk! lnswa'nce. policy (arm, ......... ....... ......... Allowances. Cash ........ ...... ... . ........ Amending'cqnLradt Document*_--,--.- ...... ......... 3:5 AtilenZiem, Written' -- in gencral ..... L 10, 1.45,,15, 5.10� .512, 6..6.2 ........ 8.2. 6 19, 10. 1, 10.4, 11 .2 --------- I �i. 1, 111212, 14.7.2 Aii0eal, OWNER or CONITRACTOR intent to,,,,,,,,,,,,,,,, ;_240, 9.11, 10:4,-16,12, 16.5 Application for Paymejit dc6nitirin oC ....... j. FkTM - FR's Responsibility ............................... , , 0 ' 9 final payment,,,,,,,,,,,,,,,,, 9_114.9.13 5' k'12-I4_15 in Yiieiffl 2.8. --5,6.4,, 5i. 10, 15.5 piogress payment. . ..... _..: ... !�.:�w;_j;,_14.l714.7 review uC.................:------ Arbitration ........................... �'14.4-14.7 ...... J61-J6.6 Asbestos-- claimspursuant thercto ....... ........ :4'-5.2. 4.5.3 CONTRACTOR authorized to stop �Vork t ......... 4,5 definition of .4 .......... I ....... ........................... �A Article or Paragraph Number OWNER responsibility,for ................. ............ 4_5A S'10 pi)ssibIc price and ....... 4.5,2 AuthoiizLd Variations in Work ........... 34, 6.25. 6.27 ' z 9.5 AlvaiNbilIV of Ln.nds ......... ...................... 8.4 A\Ivurd, Notice 617--defitned ."1-25 Before Startin`g'Coii.q't*ru'ctin,R ... ........ I .............. 15-2.9 Bid --definition of .......................... 1. -5 (1. 1, 1 10,, 2-.3, 3.3, BiddlwinL DocOctits-definilivP of Bidding Requirements -,definition or B6nCV__ acceptance ofo ............. ......... 1;14 additional bonds .......................... i*6.5. 11;4.5:9 Cos . I of the Work ...... ............................ 1I.S.. 1 4 definition of;-,;._.,_.:.:... ...... . .......... ...... 8 delimyof ......................... ;..: ....... a .... .... 1,5,1 finfil Application -for Payment ....... _ ........ 14.12,14 - 14 general ......... ................ ............ 1.11), 5.1-i.31 5.1.3, ', �'. t .... I f.. .... ........... .. . 9.13_10.5_14.7.6 Performance, Payrnent and Other-,---5A-5.2 Bonds and Insurance --in general ........... ......... ........... Buildef's iisk "all-i isL" policy r6i in, .............. : ....... :.5,6,2 (4ancellation Provisionsi In.5urqnce ......... 5.4,1 - F, 5, . 8, 3.15 .Cash Allowances .......... ILS - ....... 1. 1. Certificate of Substantial Comple'tior; ........ 133. 6.3 0�23. 4, 8- 14.10 Certificates of Inspection,,,,. --_-„ 9.13.4, 13'.57'A4 .12 Certificates ofInsuraw .... MA I, 5AA3, 56.5, 54 5,14313A, 14.12 Clififige in Co nunieCprice-- Cash Allowfinces ............ �4 ....... 118 claim Forprice adjustment ...... 1 ......4.1, 4.2.6, 4.5. 5t 15, 6'9,2.; 9.4 .................... 95. 9.11, 10-2, 10. 5" 11 U2, 13.9 313.14, ..............13.11, 14_7. 15A, 15.5 CON'TRAC.TOR's fee ..................... ........... - 114 Cost of the Work general ....:...........................................I I A-11.7 Exclusidris to . . .. . . 1'5. Cost Records ............... ...... J13 in genera I ..... ;. ...... j7j9j.44.§.jj, 10,4�7, 1043: 11 Lump Sum Pricing ...................... ..... ......... 11.3 i Notification .of.Sure , ty ...... ........... ....... 10.5 Scope -of,...... ... 3-'11). 4 Testing and Trispection, Uncovering the NVbrk,, ................ I a. 9 .Y UMCMINUU1, CONDMONS 1910-8 (1990 tD111 ON) iv/ CITY Or rOR-r COLLIN% MODIFICATIONS IREV 9M) 0 0 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 James B. O'Neill, II, CPPO, FNIGP Purchasing & Risk Management Director • u • 0 0 Unit I*ice,"Pork .......... 11.9 Aftlicle or Paragraph ?\lumber Value of %Xlork.-..,., .................... ................. 13 Change in.6ontfact"I'imes- Qlaim for tim es adjustmcnt ....... I . 4.2:6. 4.51 5, 15, 0.5,2,'9.1. 9:5- 9.11. 10.2. 10.5. 12.1. ...13.9.13.43, 13.14, 14.7. 15A7 15.5 Contriicititil'imelimitt's Delays bevond CONTRACTOR's control...,........ ............... .......... .......... 12�3 1 Mays beyond M 'NER's and ..... 12A Notification Of surety-- -- ........... 7 - Scopek chmige..... ....... ...... ....... ...... Change Orders - Acceptance ol`Mfectiva ....... Am6nding.Contract Docum6tq ....... Cash Alloiiances............. I ............... I .................. 11.4 Change or.c-dritract'Pric'; ..................................... I I Change ofContract Times,,,,,,,,,,,,, 12 Changes in the Work..... ...... CONTRACTOR's fee .................. Ilk Cost of& Work ......... ; ..................... ....... 1.4-11.7 Cost lkeccirds .......... 1.7 &fimti'on .................... ............ em5rl! rjcj . .................................... 23. 10.4. 11.21 12A cxemiiion 0................... .............. ........ ; ........... 10.4 In&rr n i fiction ............................. 0.. 6,16, 6.31-6.33 Insurance; Honds,an�d. ............. I ....... a --- 5;10, 50-31.19-5- OWNER may terminate.,.................... ....... 15;2= 15. 4. Owwms ........ $;0, 10.4 Physical -Condit ions- Subsurface and,..,::::;:: ............. 4:2 Underground Facilities ,,! ... ........ Record Documents .6.19 � Scope of Chanpc........ 4 Substitutes:................!: ....... ....... U.7.3. 6:&2. Urdi price Work ................................................ 1 1�.9 viluv. of Work; oin,cred by� - 11.3 Changes in the Work . ..... . .. ... .... 11) Notification o6si'ir'�ty ........................................ �10:3 0 , W . NTE R . s md CONTRACTOR'S 10.4 Right to an adjustment-, ..... 7 .................... 102 Scope of change ............................ ........... 103-10.4 Clainis= iigairLjt,C-ON-I-RAGfOR .................... ........... -,6,16 a&ist ENGINTEEP'- 6.32, against OWNER ....... ........... 'ChAnge. of Comtrtt6t P664--.................... 9-4; 4 1"2 Change of Contract Times ......................... :.9.4,,12.1 COTNTRACTOR!s� ----- 4. 7, 1; 9'A 9.5; 9:11 ; 10,2.; .............. ; ........... j 1.2, 11,9, 12. 1,J 3.9e 14;8, ....................... WNTRACTOR's Fcc .............. Ahi6le of Nragraph Ntimlxr CONTRACTOR's liability .......... 6, 12, & 16-6.31 Cost of the Wok .................. 11.4, 1 E5 Decisions on Disputes .................. ............ 9.11,9,12 Dispute. Resolution .................................... ..... .16A Dispute Resoluiiun Ag!ememt, .................. 16.1116.6 ENGINEERas inititil interpret Lump Suiii Prieing .... ........ 11-3.11 Notice of . . - . ................ 1.0 ....... I ................. '1 T3 ....... . O%VNI-.'R*s ..................... VA J 0.2, 11�2, 11,9 ............ 12.1t 13.9. 13.13. 13.114, 17.3, OWNER!s1iability .......................... ............. ... -5.5 OWNER may reftiselo-makepaymen . t, ...... 14.7 Professional Fees and Court Costs lh6luded.. 17,5 re�qiicq A for f6rnfal decision qn ....... �.: ........ 11 -Substitute Items ................................... .......... 6.1,12 Tinic Extensi6A .................... .......... .......... 12. 1 iiriic requirements:, ...... 2 1 1.1 6n'it k-ice value.0 f ...................... ........ .................. - : Waiver 6f--on Fimil Payment'-,,;,;, .4.14, 14.15 'Work C liange birective.,--w.w., 1 �written notice required ...... I., ............ 9:11, 11.2, 1,11 Claiificationsand Inter eu�iiun4 ............ .. I P1 'Al 3.6.3, 9.4. 9. Clean Site .................. .............G.177 CdJcs or`l'cclvnical'Socicty, Organization ,or Association' Commencem�nf6r(.onti'S"CtTiines: . - - -- .." ...... -2.3 .................. I I Communiedtions- general ........... ........ �::..Ir:..6.2: 6,9.2. 8.1 116zird C6mniunicmi6n Completion -- Final Application for Nyib col 14.12 - Final Inspect ton ...... .......... 1 4 Al Final Oay6e,m'ana.Acccptsince.. ......... _.-14.13-14.14- -P a r6al Utilization.;,,,, , „ . . .............. .... 14.10 'Substantial Completion ........... .... J.38-14.S-14.9 Waiver of"Claims ... - I ...... ... I. �. I ................. 1. : �;J4.15 1 . ... ComputationlotTirries. . ...... 17.2.1-17.2.1 Coricerviing Subelifitract6rs, 'i6ppiic'rs and Others.:...,. ,..... .. ....................... 6:8-6.11 Conferences-,- r ' 'initiidly acceptablei s6edul.. es ................. 4 * ' ' . .... .... �.2.9 , r - linecons, ructior� ......................... .............. ........ Conflict, Eirbr,.Ailibigitity,,Discrepaii(:,v-- , �CKI-RMTOR to Report ........ .............. ). 5, 3.3.2 "CONTRACTOR Conslruction Machinery, Equipificn"t, e16, 6.4 Continuing the Work .................................. _J.-29, 10.4 Contract Documents- Amending 315 Bonds-.................. ........... ............................... L'JCDC,C,L'r,'MALCONt)1110NSlglo-s(lgguL.l)ITION. NO OT-Y. or rk)RT coj.t.m-, MorjjnCA'nON'q (REV 90) 11.8 Cash Allowances.., ........ - ....... ....... I .......... Article or Paragraph Wumber Change of Contract Price;";,,,..., A, ............. ! .......... I I Change of Contract ...... .a ............. 12 Changes in the Work..., ........ I .................... 10.4-10.5 checkand verify ..... .............................. .......... 2.5 Clarifictitions and Interpretations.... 16, 9-4, 911 definition of 1.10 fNGINIFFR as initial interpreter of ENCTINIMR as, WNHR's representative.,"„ .... , "9I gcnerd]3 Insultance . . ................. .3.3 Intent 3.1-3.4 n 'itior variations W6rk i ariatioi n 6 OWNER's responsihility to furnish data ... U OWNTFR'qresponsibility to make prompt PhYment ...... I .................. ;8.3; 14.4, 14e)3 picccdene< ............................................... 3-1, 3-3. 3 Record Documents 19 Reference to Stand ' ards and Specifications. of TechnicnkSocleilieR ..7 ...............0................. 3:3 Related Work.:......" ...... ; .......... ; ........ 72 Reporting and Resolving Discr6princies.._, ... 2.52 3.3 Rimie of Supplementing„3.6 _.......... I .............. ......... Tenn ination of E NG INEE R's Em p loyhi cn 1.. 82 Unit Price Work :...........................I................... Mg variations ............................. 3.b 6.23, 6;27 Visilsio'Site, rNGINEEWs ........................ .... 9-2 Contract Price— Hdjy5Lment uf*.:1.'.:'1....3i5, 4:1: 9-.4, 103; 1. 1:2-11.3 Change of* .............. ' I Decision , . �olj ... ; ......... �;. : ... .'119 dei'mition o( Cofithct adjustment of:-,-_---." . .............. 3.5. 4.1. 9.4.,10.3, 12 Change of .............. ......... I ....... ....... 2. 1 * 12.4 Commencement O t2.3 -definition of ..... ................... ........... 1.12 CONTRACTOR- -Acceptance of lnsurancc ................ ........... 5,14 Comm,unicati6ns ............................. ......... 'Continue Work..."..., ... .....: .............. 6.29., 10.4 "" ooprdinntion and scheduling_,,., ...... ....... :6,9,2 definition or ..... I ....................... I ........ ........ 1,13 Limited Reliance on Technical Data Authorikcd.. ...........................".......:a 2.2 May Stop Work or Term inate 155 Provide site: seems to others ......................... 7-2,13.21 Safety an(I pro'lection_ .......... : ...... 4.3. 1,2. 6. 1 6;6.18. 1: 1: ....... ...... ... 6.21-6.23, 7. 2, 13.2 -Shop Drawing and Sample Review Prior to Submittal Stop Work requirements �.3�2 ..... : ................... coNrrRACTOR's Article or Panigraph Number Compcilsation ...... �; ...... _7 .............. Continuing bbligaiion ................................. -.14. 1 _5 Defective Work,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,; 9.6. 13. 10- 113114 .f May to correct defe&tirr Work ............................ I J. I I .Duty to Report— Changes in the Work caused b� Emergency_...:-...:..... ................... : ....... Defects in Walk of Others ......................... I .... 7:3 Differina conditions,:",..... ........ Discrepanev in Documents, 2.5� 3.3-'. 6_14.2 .- I - .. . ........ Underground Futilities tiot indicated ........... 4.3., 2 Emergencies........ ......................... r .................. liquipKient and Macliinc�y Rental, COSL of tile Worh:::.::.:::::...:...:.......::::.:......:...11A.5.3 -Fee--Cost Plus 11.5.1, 11-6 General WH_rranly and Guarantee,,,""" .... ,,,1.6-30 Havmd Communication Pr6grums. .......... 6 12 Indemnification,,..,.,".._ 12. 6-16, 631-633 Inspection of the Worl;.. ........................ .... 7.3, 13A. labor; Materials and FEquijlpie'nj.,.; ..... 1. 0 6 .....I 1 Laws and ReattIntions. Complimice bv ..... 6.1 9. I Notice of Intent to AppQ 10 A obligation to perform and complete theWork .......... ............ .............................. 6130 Patent Fees and Royalties, *Paid- for 'by ............... G.12 Performance and Other Bomds, 5.1 Permits. obtained and paid for by;........,,",,,..., „ Pro ress S61ieduk. 'i.6-2'8. 2a'6.6. ....... ...... z 6.29, 104, 15,21 Request for formal decigitinon disputes, ..... Responsibilitics-- 'Chinges' in " the mL ConcernSubLEintraclors, Suppliers andbiliers .............. 61.8-6.11 ........................ .ContinuinC the Work ....... .................. i5.29,10.4 CONTRACTOR's expense ..... CONTRACTOR's General Warrantv and Guarantee,,,.",,.._„",""" .................. :630 CONTRACTOR s rc6ew prior to Shop Drawing or Sample submittal ...... : .......... :6.25 Coordination ofWork.: ... Emergencies ................................ I ........ 1-3 ENGINEEReV61 's Ua"ti1on . sutstitutes or "Or -Equal" Items -------------- -------- 6.73 For Acts and Omissions of Others� ....................... :6.9.1-62_2, 9.13 for dedtictible,,im(;u6is,insurRnce 9 gchcral ................................... ..... 61 7.2, 7.3 , 8.9 Hazardous Coal in tare ,at,on Progranis --- ----- _6.22 Indemnification... .................... .... 6,311-6:33 vii LjCw cEma,,At c.o.NbmbNS 1910-y(1990 VDI 11014i ivi dTY,c)r FORT cat.uNts MOTAFTCATIONS kV-.V 91M) 0 0 Lsborj'Nl - aterin1s. and HZluipment,_,... ........ 6,3,6.5- Laws and Regulations, ,*,..,,: 6.14 Liability 1risurance.,.... ...................... _3.4 Art isle -or Paraer aph N :7— , umber Notice of variation from contract Doc unuintsm .......................................... A27 ' Pateni'Fees and Rcyaltics ........ 0:12 Progress Schedule, ................ t ......... R601'd Documents rciated,Work. perform priovto EN'61NEHR's 8porovul, orreiltured submittals ........ ................ 28 ,safe structural luedinp ...... ...... ............. 6.418 Safety and Protection; .............. - __jQO, 7.2: 13.2 sarety- Representative , -------------------- I -------- 6,21 Schelin . Lh Work.. � I - 1 9 'c ................ ................ 6.9,2 -Shop Drawings and $pnipleq '.......... Shbj5:6awin,gs M�antiSaffililesR.Cview iby FNP [NEER . ........ 6.26 .Site 6:17' ubnii.tial Procedures., ......... .............. 6,26 andProcedures Substitutes find "Oelfi"quai`-Item s_ :Stipe intcndcncC., ............................... Supenisitn ........... Sur6ul of Obligations ..................... - ........ 6.34 Taus ....................................... .................. 6.1 - Tests- And liiispccticM' _., .............. . ....... 115 To Report...., ....................... ..... . �:5 ..••. Use of Premises-,,,;;,,;18 16�6 ,. 6 3(s.,5.4, 'Review Prior to'.Shop Drawing oi, S 5 - ampfL Right to qdjustinent for changes in the Wor 1 (1,2 right to claim 4, 7.1, 9A, 9-5. 9.11, 11.9.,1211. 119,' 14X 15:1. 15.51 173 Safety and Protection.,-,,,, ,:,,,,..15.20-6.22; 7.1 13.2 '-Safety Representative .................................... 6.21 Shoji Drawings and Samples Suhnlittaltik ... �624-6,28 Special Consultants-.,, 1.4.4 Subsfitute Construction:Methods and 'Pro6edtires.-6.7 Substitutes,and ".OF -Equal" ltrrqs. Expense.. .................. . 6.7; 1; 6.7.2 Subcontractors, Suppliers and Other4 . ...... 6,8-6.11 Supcfvision and Superintendcnce ......... 6,1;,6.2, 65.21 Taxes,,Nymentby, .... ...... :. ........ Use of Premises ,:.6.166,M Wirranii'e�s and gu_aramccs.;.,: ..... ._,_6 5:4,30 ,J 43 Written- Nolice,Reqtiiied_ CONTRACTOR stop Woik or terminati; ... 15. 5 Reports of Differing Subsurface and physical Conditions,,,,,,,,,.. ,-.: a 23 Substantial Completion ............................ NM ... 14:8 CONTRACTOR S-=otbcr ...... ......................... ............ Contractual Tinic Limits 1.) Article or Pitra&7aph Nurub& C obrdinafion-- CONTRAC.TobVs responsibility ........................ ¢.9.2' Copies bC Douurnents;........ ................................. ....... 2.2 , Correction' ......... 'or' 2 Correction, ken"ioval A'&tj:)tance of Lie%ectisv Work-- in genqql 13.11-13.14 Correction or Rmovat or De, liie .... ....... �:.6330, 13.41 Correction enod m.: 13.12 OWNER'Mav Correct-�Nfecthv %Vork.. 13:14 QWNFR Stop 11`qrk ...... Cost - of T" and Inspections .................... 13,4-. Recordi; II J CC61 of the, Work --- Bonds and insurance,;aEldilional ................... I j 1,4,19 Cash Dis punts ....... CONTRA( TOR's Fee ....... Eoiplcyee E.Riienstis.,., ... . ..... A.54 E�clusiuns,tc.,., ................................................ 1.5 deneriiffl A'Ll 1:-5 Home office and'overlichil cxpe=4 ... .5 Lossesind dmnigcs.................... I I I - 4. - qA I Materials an' d equipment '....'...- Minor expenses ............................................ 11.4:5.8 Payroll custs on changes ........ 11.4.1 pqf(ifrn ed, by Subcontractors. . Records 11.7 Rento Is. of construction ,equipinout and machinery .,_,:..1 11,4-5-3, Royalty payments,-perniiis and ................ ........... J ]A 5 Site office and temporary fiicilitits 11,4.51 Speciikl Consultants, cb1,jrRAcToR,s,, ... 0 1:4.4 Supplemental .......... ........... J 1A -5 axcs relatedto thc'nrk- .......... I ........... '11.4.5 .4 ..., Tests andInspection............. - ..... 13.4 " . Trude D, isuounts 4.2, Utilities -fuel and sa it: n try ........... j 1:4_5 7 Work after regulai hours .......................... ...... 11.4.1 Covering Work .... ....... L. 3,ti- 13.7 6um,ulaflvc Rcdlcdiess ................. .......... 17.4-17�,5, Cultifig, fitting and patuhini-_ Data, to be Furnished hS, ()-W'NPR Da lolif 6 ...... ............... )7.2. 2 Decisions e. i.as on Disputes. ............................. 0 1,412 iiefL�cfive-definition o.( dqPctive Work— Acceptanceof.................. ........... ........ 10.4.1.,13.13 EJUL;b. (RNIALAL CONDI I IONS 1910 -8 (195* EDITION) wt crryorFORT com.ws moriimcmic)N§�RF.v 949_) Correction or Removill of ........ _J11-4.1; 13-11 Correction I. ser .. .... 13.12 in general w..-- ...... ----13, 14.7. 14.11 Article or Paragraph Number 06-zrvation hy*FNXilNIHER 9.2 ' OWNER Nby Stop Work... ............. 13. 10 Prompt Nciil6e of Detects............ ......... ........... 111 9.6 UncOveiing the W6rk- 13;8 De( ( nitionq ........... I ........ ....... ....... ............. Delays ............ 4,1, 6.29, 1"2.3-12.4 D, of Bo ds ..... ............. 2.1 ,51i�ery DeAlvery orcertifictues ofinsurrince� ............... 7 ........... 2.7 Determinations for Unit. Prices ................................. 9. 110 Differing Subsurface or Physical Coriditioll's`-- Nonce of...._ ......... ...... ........ 42.3 �FNG TNTFEWs'Review..: 2.4 Possible Contract Documents Chan.o;ej., ........... 2.,5 Possible Price and Time;: .......... 4.2.6 Discrepancies;Reporting 'and Resolving ... --------------- 15. 3�3.' 6.14,2 I)isputc Resolution--- !4grecaacnt 6. 1 - 16.6 Arbitration 6.1-16.5 i geneig] 16 Mediation.............................. ............ .............. 16.6 Nspute Resolution Agpreemen(._-, ......... ........... t6.1-16.6 DIS - Pute's, Mcisions. by F.NGFNFHR............. 9-11-9,12 Documents-- Copiesof .......................... ........ I ........ ...... 2.2 Record 6.19 Reuse of..: :..I- .. ..:. .. : ...... .,;3.7 brawins g -definition Easements ............ ...... 4.1 ENcclive date of Agrecmcni.- del5iii1ion ... 1. 16 6 23 as iniiitil interpreter on disputes, .... ......... :). 11-9,12 definition of ..... ................... ........................... 1.17 oil authority and resfonsibilitics ...... 9. 13 .Limitations Replacement of.: ..... ........ f� ---- . -.! ........... Resident Project RcprcsM'tativc ........ ................... 9.3 EINMNTER's Consultant,-- dc1finition authority and responsibility'. I imil ations on .... 91.13 Atjithorized Viiriaiions� inithe Work ....................... 9.5 Change Orders, respionsibiMy for.,_ 7, 10. 11, 12 Clarifications and Interpretations ... ............ 3,63-9.4 Decisions on pispules ........ tiefeqtive %Vorkc notice of - .......................... 13,1 Evaluation of Substitute Items .. ............ 7:3 Liability ........ ........ ........................... (02, 9.12 Notice Work is Acceptnble.,!T-r- - ;-I-- ;;..: ........ --AA3 Observations ................................. ........ 0:3012, 9.-2 OWNERs IiCPTCMmilliVC * ..... ** ........ .. .. * ...... ..... 9-1 41aymcnCs to the C'MNA(A-C)R', Responsibilil'y ror-,... RectimmeraIntirin of 1413 Article or Nfigraph Number Rnponsibilitics-Limituticins on ................. �. 11-9.13 ReviLAV- 4,Rep'ortson Differing Subsurface and Physical Conditions.-.- 2.4 Shop DraiVijrigs And Samples, review respqnsibili6v - Status fillring C oristruction- riuthorjcd variations in the .... 9.5 dadflcila ions and lnierpmtation�. �.:9"4 Uccisions on Disputes........................ 9-11-9-12 Deterrilinations on Unit Piice, ............ ............ 1-9.10 H . NEGINVER ns"I'ninil Interpreter FNGPNFER's Resporisibiliticq ......... P: 1-9. 12 ' Liniiiations on I\VGINTEEWsAuth6riiy .......... SbbpJ)r;i,vvings,, Change Orders . and Payments:,._,,, , ........ ....... ; ...... 9. 7 -9.9 Visits to'site 9.1 Unit Price deteiminAiurrN ................................ :9:to visits to' Site. W6iten c ilns6l requirt:4 ................ .............. 7.2.9.1 Equipment, La6o.r, Ma(crOsand, ....... I ........... 3-6, 5 Fquipmen't rental,. Cost of the Wdrk... Ai Equivalent Mat - 6rials and Equipment, ........................ 0,-7 error or ............. Evidence of Financial Arran em nt I I ExMorntions of pHysical . conditjtinj - ........ . ........ 4. 2.1 ......... . Fc6. C6N1TfL�CT0Ws--C-osls Pluk ................. ........ 1 1,6 Field Order - definition of, 1.19 issued by ENGINEER,..:, I -P ........... : ....... .. 93 Final Applicirtion For Payment ............................... 14.12 Final l6spection ........ ........................ Final Nyinlent- and Acceptance............. ....... ................ Prior toJor cash allovan6es ............................... 11.8 General Provisions ................. ....... ,-173 General Requirements - definition of.,,,: ......... ....................... ......... 3:20 principal references tQ ......... . -P Citing Nnucc:.........----------- ...... Gu;inuiteeo of Work -by- CQNTRACTOR........", 14,12 Haznrd Communication Programs..,,,,..,, ...... 6.22 flazardousYlisic- definition of,... .! ............ I ........................ ...... ....... ).21 general ------ -- -------------...... . 4; . . . . . . (AWER's responsibility rot.,,,,,,,;,,,,, ................. :.S.. 10 EJCDC'GLNT1?,AL CONDONS 1910-8(1990EDITION) wi r.1TY of PORT eM0UMM morxFi6x-na.s,.s tn.N, qfO) • 40 0 I� 0 Indenimrication 6,12 6163631-6:33 initially Acccptahtc Schcdu_ Its Inspect' yn-- Cernficaws or,,,,;: . ........:.: .......::9 13 4, 115, 14.42 Final.........................:.............. .. 14.11 ,Article or Par?graph Nuirihcr Special, required byEvTGINTEER .........................:Q'6 Tests and Approval ,:,.,: 8 7, 13,3-13:4 Insurance-- Acccptancc,of, by OWI ,IFR ... .......... ...... ...5.14 Additional, rdluired by ghangcs in theWort. ... ..;.:.: - :............. ] 1,4.5,q Before starting the R'ork-. ,,, „, .::_ - _ rionds and --in general ...... :........ .......................: . 5. Cancellation provisionss................... _.... _, �:8. cerafieates or . I- 5,5. 5,14, 9,13.4. 14r12 cornpleted operations 4.13 CONTRACTOR's Liability:....................... ......5.1 CONTRACTOR'S gbjetiun"to eovera} e 5.14 Contractual Liability:._.. 5.4.10 deducike amounts CO RA( TE)R's. ......:.. ... :.... .:p:9 Final Applicaion for Payment .............. -.=,:14.12 Licensed Insurers.-. ,_ ......... Notice reiluiremenis,.material changey ,5:$. 1(i,5 Option to Replace ....... ................... 14 oilier special insurance;„ 5 10 OWE JE"k as' fiduciary• fgrinsureds ..., 12,5 13 O'WNT-ER's Responsibility .... .......... :............ >..:..; 9:5 Partial Utilization. Property Insurance ,.3:is Propertv Rcceiptand Applicatio'n of Insurance 5pc661 Insurance Naivei of Rights .... - JAI Intent of Contract Dtke mients , ,,,, , ,; ,,,,,,,, 3 1.3,4 Interpretations and. Clarification$ ........................6.3. 9.4 Investigatioiisofphysicalconditions Labor, Matcrials;nnd Equipment... , ,,,,,,, ,,,, .. ._ -. l.ands-_ -anti. Easeratints............................:.............. .....:...$, 4, Availab iuy'ol :.::.:..... a.l: SA Reports and Tests ......................,,,,,, , ,,,,,,,, R.4 Laws and Regulations --Laws or.Regulatioiis-- Bonds ...:.:::.........: ...... ...... 5,1.5,2 Changes in the Work .. _....... . 10.4 Contract CONTRA I'UR's Responsibilities ..................... ... 6.14 Coircction•Period,r�jzctiieWork ,,;13,12 Cost ofthe Work, taus..............................:11.4.5.4 definition of---------------- ge feral f)A4 Indemnification ........:..... .............. ... x Insurance......................................._.....-....,..... 3i3 i'rcccdencc.. .:.. ........ ..::__.,-. •;1a,33.3 Reference to .. ...-, Sit let arid ,Pro ieciion ,, ,,,; 6?CI, 13-2 Subcontractors, Suppliers and Others , , 6.13-6,11 Articleor=Paragraph Number Tests and Inspecti6ns,,,,,,,,,,,,,13:5. ,Use of Premises - -:_..: .........._(i. 16 Linhihty ltisunnce.- q(?N'fR2A( I UR'si...... ........ ........................ 5.4 Licensed Sureties and Insurers.,-,,,,,-- ............... 5:3' L.iens`r. Applicaiion for Progress'Pa)ment ...J4:2' C.ON9'RAUI'012's Warcanty.of'I'.itle „_,._ _.14.3' Final }Application"for;Paym definition of .............................. „... „1s23 Waiver of claims„......................................1 .15. Limitations gn GNt TNZGR's aothoiity:and responsibilities 9.13. Limited Reliance by C)NTRA(:rOR Auth(Tizcd ,::...;, - .........., ,Nlaintenance and Oper tins Manuals -- Final Application for Papneot._:.... .. ................ .:14.1^ Manuals (of•others)-- Precedence ..................... .:........3.3.3.1 Rcfgrence to in Contract Documents ....... „ 3,3A ,Materials and cgiiipment-- - furnished b) co\ l' RACTOR— ,,, c'• not incorporated in 1Vorl....... ....... :................... 14? Materials or equipment--eywvulent,=, 6,7 Medintion'(Optional)_,......., . Vhlestoiies--definition of. 1:21 C'onipatat inn.9f'I'ImC-S Cumulative Remedies, „ - __ . , , -17.4 Giving Notice ........ ......... ...........117.1 Notice of Claim ,....., 17.31 Professional Fees and "Court Costs Included..... ,,17.5 Multi- prime- contracts ._..:.. .... :. .:.. Noi'bhown or Indicated... ......... .. 14 3 2 Notice of-- Acccptubility,of Pigiect ........... .., .......... Award, definition of ,.,,_„ ,,,,,.�,,,.,1725 Glnbn ..................... ......... ,............ )T,3 Dofects.13a -biffering.Subsurfaccror.Physical Conditions..... a 13 Gi Tests and Inspections.....,_,,,,, ... ....................:.133. Variatiorl Shop Drawing and Samplc.................¢.27 Notice to Proceed-- definition of,,,,; ; ..126 .giving. of... LICD7OL•'NLR.N.CON61'110NS1910:8,(1990 MiTIQR7 wt CITY:OT rOttT CO1:I.tNS ki00IrICAT1ONs (REV 9l99) NotiGra[ion to surety ...:..............,...... 1tI:5 testing, independent....-,.,.,....... 01-Amations; by F.Nt,iNEl R , ,...,;, 6.30, o,_' use or occupancy - ''cupancy crate Work,,,.,. ..,, 5;15. 630.'_'.4. 14.10 C7c of the Work ,,;,,,,,, ,, , ,,,,;i IS. 6J 2.4. I4.10 Omissions Cv.acts 6vC0NTRACTOR.-,-.,., U 9. 9J3 written consent or approval Open Peril policy form; Insurance . ,..... „5.62 required„ ............................ ...9,1. 6.3. 11.4 Option to Repltice:J4 ...:::.:.................................:.......:. :Ar'icic or:Paragraph Number "Or Equal" Items, ..................... .................. ...... p.7 Other work 7 6,rtimo.Work--prohibition of.....:.:...........:...:........,t3 OtlNER-- . .. Acceptance ofdef ctirelVork=........ ............ .....7:3.13 aER. ppoint an ENGINF,, . f .2 . as fiduciary ........ .......... .:..........._............ ..?-12=5.13 Availabilitg of Lanek; responsibility ....... 4.......... ,: 1. t definition nf_....:.:.................,...:.............,.,.._1,'_7 data, furnish_....:......:.....:.:._.:.:`--:..::.::.....::.:_.:k.3 \day Cgrrcct Defective Work 13,1A May refuse to make payment..... ....14.7 Mat• Stop the 1Vork........ ........... ................ :.....t13.1U May Suspend Work, Tennintite: _--:- _............. $,8:1110.l :1-15A Payment, make prompt .. �9 3, 14A, 14.13 perfiirmance orother +fork...1. 7r1 permits and licenses, requirements ,- ¢;13 ptircheszd insurance ieyuirements ._-_. 6 SIO40 OWNER's .Acceptance of the Wad,—, ........ ................. 6.30.15 (7hange0iders;.pbligntion to cxccutc,,,,,,,,,,$.6,,1UA Communicationg,,,,,,,,,,,,,,,,,,,,, ........................ .. Coordination otthe Work ..... ........................ 7;4 Disputes, request for decision ....... ....................9.11 Inspections; tests and approval}......:...:.:::..:8:7; 13.4 Liabilitylnstirance- ....:...:......:....:..::.:.. Notice or Defects .....:.:.:.:.:...... :.:::........... :..13 1 ReFresenunivc--During Cunstivclion, BNC,INHEK's Status:...........:........:....:..........°•1 Responsibilities= - Asbestos. PCBs. Petroleum. Hazardous Waste or Radioactive Material •..............:B.IU Change Ordcrs..: .... :::...:...:..:.::..:....... I...:.::::. R.ti Changes in the Work...::.............::..::.:::..:..10.1 communications...,_,.,, ......,,3.1 CO\1TRACTOR's respunslbllllle$...I.............. k .9 evldenee or framclal'arramzement$.........:...IS•:1 I inspections. tests and approvals,,,,,,,,,,,, , r 7 insuf once ........................ I............. I........ �.....: g lands and aasemenls.....:.:.................... :....... 8.4 Prompt payment b) ........ :.::..,.......,..,-------------- h.3 feplacement of ENG[i fEEk .::.:..:...:::......:..:..5:= reports and tests ................................. ........... a,4 stop or suspend Work ................. 6,8. 13,10, 151 terminate C014M%CTnR•s separate representative at Site ............................ 93 zi UCbC. GLNLItAL CONDITIONS 1910-8 (1990 ED] FIONf -,w/ CITY OF FORT COLI.INS MODIFICATIONS IRE V 9)99) E 0 Article or Paragraph Number ''viritien maite 're(ldi cd....:: ......: _., - -. 7:1,9.4,'9,:11, I 1 ' 1 L9, l a:7„15,4 PCBs -- definition of_........_..:_ .................:.:_.,.._-...... I.-29 general............................................................. ......... 4.5 OWNER's responsibility for,,,,,,,,,,,,,,,• , ; , „ .... a(1 Partial Utilizatiml ' ,definition or 128 gzna nl 6 3U 2.q, J 4:10 Property Insurance ...... .......... ....... .........5,15, Patcrit Fees and Ro}al4.s................ ....... 6.1= Payment Bonds,..:. ... ;:..:-:.-. _-;$.1-53 Payments, Recommendation of-- ...... , . 14 444.7, 14.13 'Payriienfs to CONTRACTOR. and C•onipleiiori-- Application for ProgrussPayanents...... 19.2 GC)NI'12ACTOR's;4VarrantyofIitle-„- .;J4,3 'Final Application for Pavment .,,,;.; ,.:.;;14,12 Final Inspection ................. •.............. •.... •..... •...14.11 ,Final Payment aqd Acceptance'-.........._14.13.14.14 general ,,,.., , ... Partial Utilization Ia:10 - Retai nags ...:................ ................14,2- - Revicw of ApSlicntions for Progress.Payments....:..:........... .... . l'4.4-14,7 prompt paymient , -_ Schedulc of Values -;,,,,, ......_., -,.,;„14• I. Subsknntial_Conipleti6R....-_,,,,,,,, ,,,, ;,,;14,8-14:� N'aiverofClsims ............................ ..........14AI when payments due...............................14,4, 14,13 withholding paymerii................ . . 14,7 Performance Bond; ...............: . ..... ....... :....:5 I ?• Permits oa 3 Petroleum— - - definition or, ...... _ ; ....;...- .:, .;... ...... ;li3Q general...........,...............................................4.5 OWN$R's responsibility Physical Condition;- -Drawings of, in orrelatine tq F.NGRO,ER's rev Ictt;; ,,,9 2.4 q�isting structures 4._ general4.2.1.2 ... .......................... . .. ........... Notice of Differing Subsurface or, :.— ,,,,;4,23 Yossible.Contract Uocum'ents,Change. .... ;4.2.5, Possible Price and-Timps Adjustm5i .-,4;2.6 .. Reports and Drawings....................................4.2..1 Subsurface and.• ....:....:.:......:.:...:...`--...-..:....:.:...: l_'= Subsurface Conditions) 4.2.1.1 _ Technical Data Limited Mi6ncc by CONTRAC OR tluthnnzed ......., a ? 2 Urideigrodnd Facilities; - general......................... ....:.......................... l'3 Not Sha%V'n or Indicated,,,,, :4:3,2 Protection of,....................... . . ...... 4 3, 62(I Article or 1aragraph Numb& Shown or Indicated .::.::.: Technical Data ...............:............................ 4.?' Preconstructioit Confcriicc .................... NIgUer—s_--- '- :2 .Preliminary _ Preliminary Schedulcg,_; ............... ....... .? 6 FYemises: Use of. ............. .....P,, 6:16:6.IS .Price; :Change of Contract................ , - I I Price, Cantrau-tleFini[ipn al I. I I Progress Payment, Applications fop., l i;2 14:? . Progressschedule.CONTRACTOR's.. Ci b 219. 66 6 "J l0.4. 15.2.1 Pro)ccc--deLnWon of _- - ._.,-. . , 1,31 Pr6icet Representative-- _ . . ------ Rs Status DuringConstrucuon ..... cntativa,Jtcsidant--dctimtlon nf._„ ,,;_ 1.33 nt by (-.)R'NFR .....::: . ...::.::. ......S 3 ........................ Partial Litrhzahon 5.15; 14.102 art receipt and applicatiof proceeds............ .5.12-5,13 ,Protectid n, Safety and...;,,- .1...... C:20-621; -13:2 `Punch list :: >a•1l 12adroaciive Iv1.Itanal Minlion of .....:. „ 132 gener�l4.5 O) N WER's responsibility for, ................:...,..... t.l� Rccoriimendation of Paymcn1 Recard Documents.--,,,.,;; .........._ ........j6A 14.12 Records; procedures for maintaining,,,,,,,, ' 3 `Reference Points,_ ..........: 4' ol-Tecbnical Societies ................................................6,14 .. .,...;.;' Regulniiorts, Laws and (Ory Relccting l)ef+cflw 1Vdk-' .. 9.6' Related Work-- atSite ,.........., ......:................................:. 7:]-7i3 Performed prior to Shop Drawings arid Sampleg subm lttals rcvlCR „ , Oi N Remedies, cumulritive...._,_-. , „, 174,17,5 Rcmo`val or Gorrcctinn ofDgfiec ive Work _.._..13.11 iental agreements:-01VNER.approval requued 1.1.4.5.3' replacement oCENjON' ER- Iiy OIVNbR ._...., ._8 2 Reporting and Resolving Discrepanctcs..... .:.....................'' 5,-3:3.2AA4,2 Reports -- -and Drawings- ....... ...:.:.......... and Tests, OIVNER'cresponsiliility,; Resident and Project Representative_ definitionof—, ..... ........... ..................... 1,33 provisign for ............. ......... ........... . . .93 LJCDC GENERAL.CONNII I ONS 1910_-3.(1940 IDIIIONy wl d1Y OT TIORT ('.om rNS MommcAT7(vNs (RF.v. 9199) .Article or Paragraph Nuimber Resident S-uperimendent, Respon.sibilities-- CONITIRACTOWs-in general .................................. 65 EER's-in g5rferal........................................9 itations on .......... "... ................ ; ............. 9-13 Z's'in general, ..... , il.-l-.1--l-.i..�8 I ........ :=___ ----- ------- ,cum tints 3.7 MMRACTOR.; !ihopDrawings 1ples Prior to Submittal ..:.:................... :6.25 R.eview of Applications fur Progress Payments, ..... :_ ....... ................. Rjght to an adjustmem-.., .... .......... 10.2 Rights or W,k% 4.) �R03alties, Patent Fees and 6.12 .Safe Structural lzadino. . ' ........... ........ ...................... 618 Sa rely - and Protection 4.3.21 6.16. 6. 18, 7.2; 13.2 general................................................ .... 0,2042.3 ;RcpresdnIaiiv'c'jC0N.1'TRA GTOW s ........ fi:21 SRmples-- gene I ral .......... ....................... ................. jti.24-6.2s Reeiew bv CONTRACTOR ... ...................... Review try FINGINHER ............................. 7'1lW,r6'2'5 fi.26. 6.127 related Work .....................................................¢ 28 -submittal of 1 ........ .......... .................... 6 24:2 ........ .... submittal Pioccdur6.; ...... ............... ............... 'Schedule of progrvss. .... ......2.6, 2.8:_.,9. 6.6. ... L_ 6.29, 10.4, 15 2:1 Schedule Or Shops Drawing and Sample Submittals._._,,.,- _1.6, 1.9-2.9, 6.24-6.28 srh&dule of Values..,,- . 2.8-2.9. 141 Schedules' -- Adherence IQ ............. ................................... 15_71 Adjusting..........................................................6.6 Chnngb of Contract Times......... :.: ... ;..�: ... 1 0A Initially Acceptable ........... .......... 2.8, _19 Wetaiiinarv., .... I ......... ........... ... .................... 26 'Scope of Changes .......................... * ............ 10.3- t0A Subsurface- Conditions...---.--'-.._ .....................-.. 1.2.1.1 Shop Prawings-- ,and Smapliis,:generaj ................................. 6,114-6-28 Change Orders & Applicatio I as for Payments, land 9.7-9.9 d6nition of; RNTG INRER's approval of .................. 3-6.2 rcspursibilll), for review ...... .9.7, 6,24-6.28 related Work -------- . ........... :.. _ 6.28 review procedures...,.... ......... 2:N, 6.24-6;2S Ahicle or Paragaph Nuniher .submittal required .............................. ................ 26.24l 1 Submittal Procedur*es ................................. use to approve substitutions ........... 6.7.3 Shown or.1ndictited 2 9.3.1 Site Access ............. ....... .................. 7.2. 13:2 Site ChFunliness, . ....... .4§ 17 Site, Nfisiis tolm- I by others ...... ...... .......... I ........... ........ A3.2 °spcclal-causcs�or loss* policy ford, definition of� 1.36 Specifications-; Aeftnation,of ............ ; ........................... ........... 1.36 ol"Nchnical refeircnice to '3.3.1 precedence ... ................. Simidards midSp6ci ficqt ions of Technical SoCiettes ...... .......... .......... ............. :3.3 Starting Construction. Befbre, ............ _zz ................ 2. 5 -2! 8 Sinning the Work 2.4 Stop or Suspend Wdrk__ by CONTRACTOR, .... ....... ; ....... ...... ...... 5.5 by OWNER --: ....... _ ... 1.1111, 15:1 Storage d miterialaiind eqU`ipnieiit_,, 4.1. 7.2 Structural Leading. Safety,,,, ........ ......... 6:18 Subcontrac,tor- Concernin& .............. ....................... 6.8-6.11 d6finition of ........ .............................. , ] :3.7 delays........... ......................... --.- waiver of rights ., ........................... 6.11 Subcontractors --in general;.;., ...... -Subecintracts.-7re I 5M6.11. 11:43 Submittals - Applications for Nymenk ........................ ........ 14.2 Maintenance and 0 Mition Nfano- als 14.12 Procedures ........................... PIugress Schetlulcis..................... ___.: ....... i2.6. 2;9 Samples............................................. Schedule ol'Values Schedule of Shop. Dfa"lings and Samples 2.6 2 82.9 Shop Drawmips ............................... 6 .24-6.28 Substantial Completiun clertificaii.ori of., .... .. 14.8-,14..9 definition of .................................... ................. )38 Substitute Const' in NlAods 'OPfoc4duris Construction r . t .... ':,6.7;2 I . I Sulistitutcs and "Or Hqwl" Itcm% ...... .... 6.7 CONTRACTOR'S FNGINTHEK's Flvalwation 6.7.3 ........................... ......... Substitute Construction -Methods xH , i ERCDCQ;M2(,AL CONDrn6NS 1910-3.11990 EDITION) AV/ MN OW -FORT COLLINS MODIFICATIONS I.RFV9199) E 11 Article or Paragraph Number & Proucdures................ ........... :.........:....... .(+.7.2. Substttutc I lent!.......... , , ,:¢.7. I i? Sutnurfacr and l)h} stt.�a1 Gatulitions-- . Drawings OE in or relatug lo......................... 42:1:2 MNGINEER's Review.;__: ..... 4.2:4' general....::. .,....,, .,..., :,. ,..., {._. Limited Relianco I5v CONTRACTOR Author...:....... .............. : :..:.... a2:2 Notice of Differing Subsurface or Physical Co debars _ 1.23 :Physical Conditions ;.42.1; Possible Contract Documents Change .- .4 ? 5 Possible Price and-fimes Adyustnrerits. .Reports and Drawings ... ....4:2A Subsurface and .......... .::::. .:.:..:.: . ....:. : 7,2 Subsurface Conditi6ns at:the Site , ; a 2la Technical Data ............................................. .. 4.12 Supervision- CONTRACTOR'S responsibilitt G.d .UIVNFR.shall not supervise ..... ........... ...... ..... ..... 8.9 .ENGINEER -shill not super isc,,;., Superintendence,,, 6r2 Su"pzrintendent CUNTRACTURs restdrnt . 6.2 Su lentultal costs ...................................1I 45 SolemenkFg Conditions-- Icfiriition f.................:......:...................:........1 .3J principal references to".............. LIQ 1.18; 2.2, 2,71 .......:. ....... a 43 5;1; 3 5 4. 516-5.9, 6:8. 6.13. 7:.4, 811, 9.3; 9.10 Supplrmenting•G'ontrict Ducum rnt3 __,,..,, Supplier-- -_,,:,;,3a defnitiori of„ ::..:............ j;4n principal retgrentes to„ „ ......17; G s, a 8 6 Il, 6.24.9..13, 14.12 Waiver of Rights Surety- -. consent!--finnlpayment... .:...............14:12, 14.14 FNGTN'F.F.R fill, no duty In ...:9.13 Notitication,oC.. ::;Ip.l,10,5, 15,2, quahficanonot..... ........ ............. ..................... Survival6CUbligattons„....:............................ .: 4 Suspend 14ork 011'NER May _ . .:....... ,-13;141- 15:1 Suspension of Work. and Termination-_. -. , ;.,,;,,,,15 CONTRACTOR Nlay Stpp.l�%ork or Terminate W. :; J 5:5 OR'NFR May Suspend Work:_...............-.........15.I OWNER hlay Trrn irate.:..............:........::.:1$ 2-15.4 'faxes-=Paymt of t by CONTRACTOR ......................... 6;15 Technical Data -- Limited Reliance by CONTRACTOR„ ......9 2.Z Possible'Price and Times Adjustments a:2,6 Reports of Differing Subsurface and Physical Cividiti ons...... .............................. 4.2:3 xiv. 0 Temporary construction facilities_,,,,,,,,,,,,,,,,,,,, ,„4:1; Article-rParugraph Number Term inalion-- by COM ACTOR . 15.5 Ij0—WNFR ...... ... ....... ..,; 8; 151-15:4 Of 6NGINEER's chiploymeni 4.2 Suspensi'arr of Work' -in, general.,,;,._„ Terms and Acheeli es.;..._,. •.....:. .... . . .: . ..t -a. Tests and Inspections" Access to the Work; by others;;,,,, .......... ;. _. „13,2. C ONTRACIUR's respo viihilitios .............13.5 cost of:i 3.4 covering Work prigr to ..................... , ,,,.13.6-13:7 Laws and Rrgulaiidns (or) .,, 115 - Notice of nerects ...... .... 13.1 {1WNITHR play Stop Work independent ORt1v-ER's t�stuis ,;,. 1 _ 3.a specinl, required by-ENGINEER,.. !J6 timely notice required . ....... ..............13A Uncovering IheWork, at ENGQNLT3R's request 13 6-13:9 fines-- Chango-ofContract- „ ........ ...,.,12 Cot oiluition of „., 17 2 (Contract Times definttiunuf,,,, „......:,....I12 'dal : ............... ........... Milestones.............:.........::.................. ............. ::12 Requirements-: 'appeals .....:......... -:., .... 9•l0, 16, .clarifications, daims.andddisputes .,. - -9A 1-112.12 Cotumencement-of(bntract.Tunes .,.-., 2.3 Preconstruction Confen.ncc,,; schedules .......................... .....? G, 3 9, 6X, Starting the 1Vark........ . , ........ 2.4' Title.'Warranty or.,, ...., ............. : 143 - Ll'nc-vcring :LVurk...........::.:...........'......,......::.;13:8-13'9 Underground Facilities, Physical Conditio is-- dcfinitian of ..,:..: :1.41 Not,Shown erindicated 4.33. .protcctipn-of... . ..... .. ........ ..... .... 4:3, 6.2,0 Shown.Or lndicaled.................. .... ........4. 3:1 - Unit Wice Work-,- • • definition eif......... . .. .. ....... 1"42 genera IIL9, 14.1, 14.5 Unit Prices- bencr2111.3.1 Deternl ination for,,,,,, ...6 ,. ,,,,,,,,!J,1() Use of Premises 16, 6 18; 6 30:24 Utility-tvricrs G13 G2ft,7.1'73,13;2 Utilization; Partial - 1.28.5.15. 6.30.14. 14.10 _ Valueofthc-Work ...:................ :............... ........ 1L3� Values. Schedule of .... ....... ....:.............. ? 6.�.8-2.9. 14A LAAC GENIkAl, CONUI'1'ION51910-3,(1990 MIT -[ON) wf CT1Y:Of PtMt'GO1:L1N5 MODIFlCA'f1c�N51RF.V.9t99i V*iaticins in Work —Minor Authorized., ... 6,27, 95 .Article or Nragraph Numlrr Alisits to Site --by 1314GLNEFR... ................................ 9.1 Waiver ol'Clainis—on Final hyrnent, 7:_.14,1� Waiver of Rights'hy insured partics.... ....... q.] I Warranty and Guarantee. General --by CONTRACTOR., .............................................. 630 Warranty6f title, CONTTRACTOR's_ Work-_ Ac6css to., ......... I ........... I .......... .. ................ 11. 3. 2 byothers ......................................... 7 Chanacs; in the-,._ _ .................. .......... _ ...... Continuing the....:_..............r ................. 7-629 CONITTRACTO R May Stop Work or Term initc:__, ........ ..... :155 Coordination of ........... . .......... . -7.4 Cost orthe,..: .............. ........ ; ................... J 1,4-11:5 d6finitionof ........ ....................................... 1.1-43 neglected by CONTRACTOR .............. ............. 13-14 .other Woik OWNIER XiiyStopAWork., OWNER May Suspend work ...... ...... ...... 13. 10, 15.1 ]Related, Work at Site ....... I., ...... ................ 71-7.1 Starting Stoppifig by CONTRACTOR J ' '-5!5 Stopping by OWNTR ............ ......... 15.1-15.4 Variation and deviation authorized, ni inor.,, ........ 3.6 Work Change Directive — claims pursuant to .................................. 10.2 defiriii , tion ............ .. ... . ' ........ .... 1-44 principal refeiences to .................. _J.5.3: 10.1-10,2 Written Amenduient-- definition ot principal references tq.., ........... 110, 3.5, 5,10,15.1.2, .. . ....... .......... 1 1;--, 12, 1, 13.12.2, 14.7.2 Written Clarifications and Inierprelat I i . ons, ..................... ......... 1.3.6.3: 9.4. 9.11 Written Notice lke_quiiid—. by CONTRACTOR ....... 1. 9. 10-9. 11, 10.4. 11,2. 12.1 hy C)wNHR .................... ](1.4, H.- 13.14 0 40 L:jcw ccLNLicAt. com)n,ioNs i9io.s o"o LDi nON) • NVI CITY OTTORT C01117,8 MODIFICATIMS tREV9199) • SECTION 00100 INSTRUCTIONS TO BIDDERS • CI .(This pagc Iclt Itlank�intcntionally) UCOGOGNGRAL CONlit71ONS 1910-5 (19-10 LUM RON) . wl QTX�UG fURT C'Oi.1.IN5 htUfIIFIGAT-DONS (REV.9!W) GENERAL CONDITIONS ARTICLL 1--DEFLYITI0NS Rgierever used in these General Conditions or irrthc other 'Contmct Documents the following .tennis have the' meamm� ,indicated which are .applicable to Both die" .siWilar'anciphual thereof- 1.1. Adderido-lVriit`en or graphic ihsiryments issued prior to tfic opening of. :Bids which clarify, correct or change the Bidding. Regairements or the-C°ontrncl t)ocuinents. 1:2. Aimeinem i hc,itTtaen contract benveen;OWNE:k. :and CONtlk (WTUR cvvenng the Work to be pe fiinried; other-Commcl Documents are, aundied to the .Agrcemaii and made a part thereof as pruvided'therein. 1.3 Application fire. Yalnwnt-'1'hc Iona accepted by [NO IREHR.ahich'is to he used .by C-01 CKACTOR 7.ut .requesting progress ordinal payments and which :is to. he :n gaipariicd. by such `supporting documentation ms is rcjuircd by the ContractDoculnents. 1.4. Asbesios-Any material that contatris moie darn tine: perccritasbesstos anal is Giahle of is rcleasag isliestos fitters ,into the air nhove current action levels estahlMtiid Iry the United `Statcs Occupational Safety and Health Administration. 1:5. Rid' -The offer or.proposal of the -bidder submitted on die pre.jerilicd funn setting Furih the prices for the Work to he performed. I.G., Biddh!� Docimrr»Us=The advertisement, or invitation to 132, instructions to bidders, the Bid'Forni; and .the.proposed Contract, Documents'(incluuiiig all Addenda issued prior to receipt of BitLs). - 1.7. P,id nq Reyifimmentc=The sdtcoisemcnt or 11vitatiorrto Did, insmictionctobidda i, and thei Bid ti)rm: )X Bonds-Perfoniiance,nnd Payment bondsand other ih%irumc;Liofucurity' " 1.9, Chage Oprler-A ;doaiment, rewmmended by. i^aNGJI 4MR, which is' Si tic l by COINTRACTO R and oWNER•nnd authorizes an adds ion., deletion' or' revision in 'the Work, or an. adjustment:in the Contract Price Pr the @suet Times,'issued on•or aftefili 'Effective Date�of the .Agreement. Llf.. CmitrJrt Duci nenir=The, j reetnnnt, Aadcnda (which_ pertam to 'the Contract Documents). CON1kACTOR's Bid (iiickidirra aocamcnialion as omptm 1. ' the Bid and any post' Did doctgt entatiori siibmi p In prior. to the Notice of Award) when attached as an cx}» bit to the Agritinicn the Notice to ! rocecd the Bonds, these General Conditions the Supplementary Conditions the 'Specifiratioris and the Dhi ims as; the kJCDC (IEdERAL CONDITIONS rye ley t I9W ErAtkti ) W1© IT OP FORT COLLINS NI Nm9CATIONS (REV-1,700t a. are naoie specifically identified_ in the Agreeinent, ier with all Written Amendments Clwnge�-Orders; Chartge'Directives, field ders'and ENGINEER'& n interpretations and clarifications issued pursuant 16 rap1is33, 1 and 16.3-m of alter the Effecuce of the Agreement_ .Shop Drmvinii d6briiiluils Ned pursuant to paragraplu b'b npd;627 and the sand drawing-s referred -to in riamgraphs 411 and are not ContractDocuments. I.IL Cohirao 11ri� The mpndrs paytble by OIV, II R io CONI'Pv\CTC�R' f r completion of the Work in a6dordance with the Colitraci Documents hs-stnied.in the Agreement, (subject (o the protrsioin ) I Iximgmph 11.9,1 in the. casc'of I1nit Mice Work).. 1 12i C'onliucl 77vies-The 'numbers of doffs or 'the dates.seited in the 'Agreement: (i) to achicvii5uhstantial Completion, and (ii)to waiplete the Wurk.so thaCiVis resdy'for finTl-1myrnent as.cvideileed;hy LNGINHER's written recommendation of final payment in accordance wiih,paragrnph 19:1?. 113; MA"M449OW-The person, funi ox corporation a ith'whom OIArN PR has entered into the Agreement - 1.19, iAraetive-An adjcciivc,which +when mudifing the Ovoid Work refers to Work dint is urtsatistactory.. faulty or deficfent in dial it :does not conform to the Contract Documents, or dries not -meet the .requirements of airy inspection,. reference standard, test or approval referfed to in the Contmcl 'DommcnL% nr has.bccn croft Zed prior: to ENGaVEER's rccommcridaiion of 6ttal pa incnt (unless responsihility.fhr the protection thereof has becn assumed. 'by OWNER atSubs4mtid completion' accordaree with paragraph 14.8 or.14110). 1.1?: 1?irrtrings-=The dnuwirtgs which show the scope: extent and chardcler.of the Work in be furnished 'and performed by CONTRACTOR and 'whicli have been prepared or'appimed by ENGINEER and are reterred ci :in the Contract Documents Shop drawings are not Drawines as no defined. l:16. Effective .Dole of the dgikcnieirl-The Clare inaLted the Av7ecment onwhich it becbincs elfeciive, bWI'il' no such dais is m4iciuvd it mesas the ate on which the Agreement is signed amd.&livcred by the .last of the two I*rtles to sign and deliver: - - I A 7; EX,01AtL'LR-T he perum, fret or corporation reamed as such -in the Agreement. l l $: £NGINEER's Cwialrltant--A . person, Grist or eorponaron having a contract with LNGIN'MR to fu'rrusS servioes as ENGTINTER's independent professional a )c:iatc or, cgnsultanl with;rcapeet to the:Prolect and -who is identified as such in the :SupplcmentaryCondition's. 1.19: Field Order -A written order issued 'by E NGGNF.6R which orders ininiir"charities in the -Work in accordance with 1mragiaph 9.5 but which,clixs not im',olve a change in the Contract Pike or the Coniraa Times." • • 9 C� 1 2Q Ge»Craf Rdgnirearenfs Sectroiy of Division I'gf the Specifi litions.. 131. Aaarcfous {1';istB-The feint lt'astesliid6 ]iave'the meanie provided in Secuonlln�_ardous1064°of the•Solid Aftle ULaposgl .atl (42 USC Section U-M3} :ig niucnded, Crain"ami totime: 1:=7 _L.Lu+to� irnff Rrgrdati'ns; Land, or Rth7ilations .Any and ill applicable laws. rules, re_ulafichs, ordtnrinces. toles and 'orders of 'urn and':all give nmental bo ies,; :aeencirs. eutliorities and courts having.jurisclictiom 1.22.6. Leeirl llolidais-slall'be-those Holidays ubserveu by t6e ern, of FortColliris. 1,21 Liens -Liens, charges, security, interests or. �n unibr'anc s uvon real prapLny ci�r,persoieil property. 1:241. A9r1e5lm7L--A prme.ipal event specified .la .the Conuncl Dl>t=umrnls re 111(ine to aninlennediate completion 'dale nr �ntng",prior to Sulistanhal C'tintplehon,"of. nll,tlie, 14'ork. I? , Nonce:6fAwani-A_w�ritten nmice by OU!NGR,to' tFit nptxlrcN, sucat.l'ul.bidder suitingtlutt'urim compliance' by the ,apiiarcnt successful bidder with the ctin(hrions- prccedeni cnumcmi d drrein, within kio.time spccilicd, ;OWTT&R ivtll'sign anddeliver-the Agreemem. 1,36.. Alorice, to Proceed A_ written notice. given by 'COMER tCi COMI'RACTOR (with a copy tLJ NGiNEER) fixing dic date on wbiclr flit. contract Times "Will commence to.run and onwhtch 4C1\'I'RA("I'UR shall start to perlbnn CONT:RAC;TOR'S obligritions under" the, Contlnci Document,; 1.27.. Q11:rVER=The lalblic bony of mnhority; c6rp6ratior, associatiori, Gmi or ,pcn>on with whom' CONTRACTOR has cantered into the Aereenict band'for, whom tliA6 rk fsio be,pioridm 128. Put[fal Utifization-Use by OANTER or I :substamially eoniplctedjiirt.of the Work forthc liuFpo.W liens, w&l)'ii�is, ouelnied'(or' a related purpo.se)i,pngr to. ;SuW- iinnli;il Completifm cifntl the. Work - I _9. PCBs—Pcilychlorirsntcl biphenyls, 1,30, ('eiroleutn--Petroleum; including crude oil or any. fraction thereof which is liquid, at standard cohdiiams or, tem{x:rnure arrd pressure (5f) *dagrees Fahrenheil and 14.7 pounds per square inch' absolute), such as oiL petroleum. Cuel oil oil s'Iudge, oil refuse gasoline, kercriene. and oil mi%ed with other ncn-f3azardoris Wastes and.cru8e oils..-. .." .. ..- 1:31. Project -The total 65ristructioh of which the Work io be provided under the Gontrsci'Ducumentsmiay be the whole. or a port its indiitteti elsewhere in the Contrail Documents. J1.3 •a..Rru$od ore Haterial-Source, special nuclear. or 'hy'pniduct material as defined by the Atomic"RnergyAet,of EJCD(; GEVETLAL CONDITIONS 1911Hr(i 0o Editim) ai Utl' OF FORTCOLLINS ❑lODtiTCAT IDNS I,ItEV •1 ,rr(al), 1954, (41US('; Section -2011 e sect), as ainbnded from time to 1.32,K; Nxidar lVoik✓ne. Noun--rtq!dlar':.workinc hours are :defined as'- 7'00am"ter 6.00om` --unless ' otherwise :sneaitied tn'lhe General RequiremerlLC:,- 1.33. Resident Project Wpusenianva-the audiorized representative of ENOI? EER who may ne ttssignedp the site or. uny punt lhereolE 1.34. Samyles Physical 62mples of material: ,equipment, or 'workmanship that are, representative of suniri,,pordbn or dre Woik, and wlLh establish the .standards hy,which such portion of the Work will be judged. i 35: ,Vh6j; 'bianiiigs"—call +drawings,, diagrams, :illustrauons,'scliedules "until other data or infurtrahon which :.rc s��ttcciticall- prepared or ass'cntbled by or -for CC)INTP ACTOR .sir submrtttd by CoNrrRACTORI (p Illustrate scarne portion crf the tito'rk. 136, .%*crfications (hose.trortionm of"the Contract A)ccuments chnsistirig of; iwktcn teeFuiical de caption@:of :materials, equipment con rructiim systGmS smndd* did hvtirkmanslip as 'applied_to_ the Work ;and certain achnittivtrativedctails appltuyhle 0ieretn: 1:3T Subcpnhuctnn-An individual, firm orcorporation :bovine s direci contract with C;bN'rRAG'COR or with`ti v 'othcr''Nuhcontmctor for,the,perfomiatwc of -,a pan of.tha Wo k at thi'siic. .1.38: ,StJs'&ih1ja1 Gnaiplerion—The: Work (6r -a •spccired,[ thereon has progressed to the point where; he ittilizcd for ilia hurlxises nor. Much it 'is ur if no such certificate''is issue(t when_n[the complete and ready for finial `,payrueas liy FNGTNFFRs' Written naommendatiou;of eat in Mconinn& with nara'a_rui)h 14:13" .The to all or jxin of.the 139. Supplemetitan' Condilioins-The pan of the Contnict Documents which jimend54or:supplements these Generul Conditions, 1.40. Supplier -A tnanulacturer. labricator. supplier., distributor, malerialmunbr,dendoii hiving a direct Contract with iCONTRACTOR or 'ii'ith uny Sulicommctdr to ;furnish"materials or citmpment,to,be invorp6rated'in'the Work by ('0M-R aC'Tbjk or any Subcontractor. 1:41 'Undeigmtmcl fiuilities—Alt pipelines, conduits, duct.. cabla wires manholes,' \'nulls,+ tanks, tunnels or oiheriuch facilities or attachments, and any,cneascments comaatuig such facilities :which 'have -Lecn installed unde'rgr and to furnisk•iiny of the following services%or ntatcr als^ 'elcctrriry, gases steam, liquid peunlcum product~,, telephon2 or tither communications, bible `telcvigion, sewpge and itrainage removal. nijlic nr-other pt,ntr01 systems or wiae'r. 1.42, Unit !fork" -Mork, to he paid'G6r on the hasis ,of unit prices. 1.43, 1f'ai --The entire completed construction or the vurious'sepanttely identifiable parts thereof required to'be fumish'ed under the t tirainut Documents Work includes .arid is llie res,ilt uC perfui7tiing, or furnishing labor and furnishing arid meorponrntii materials and equipment into the construction, and peirorming or furnishing services and furnishing 6cuments, all ns required by -the Contract I]iicmncnts. 1.44. H`ork. Change i)ireciira-A written directive to •CO\TR4CTOK *issued on or after the hlieciive Date of :ihe Agreement and signed by MINI and rccommentl_cd . by rNorNEER, oi'derirt Hri atldili6it deleliun.or,revision in the %116fk; or responding to differing or uniores efi 'physical conditioris under which the Work is to be pertom,ed as provided in faritgmph42 or 43. or to icntcrecncies.under paragmphr6.23. A Work Cthiingc nirxlivewill pot change die;Contract Price or the Contract `1`inlcs 'but is evidence tli t the jilrties e�7i et that the Change - change' direct, o"r dtidunicritcd h}' a 'Work Change: Directive %vat beincorkvraied in a subsequently issued change Ordcrfollrni•ing neggtiatiare by tic partite as io:its- efi-eok, if any_ on the. C_oritmet Price or Contract Tithes as provided in paragaph'101. 1.45, 111irteh Anteri+.fnient--P% %Titter amendriient ot•'the. comma Ih,cumcnL% 'signed liy OW�IF-R and iCOA'TR)kCTOR on or after the C-Mc;n'e. Date .of the Agreement and normally dealing with the nonenginq'gring , or Imniecltniinl indier; dttin strictly conslruction related ,uipccts of die Contract Document~ ARTICLE2-PRE! TAIINAkY\TATTERS DeUreri+.gfBohiN 2.1_ W'hen C(WrRAGTCtR delivers the. executed A4�7vemcns to Q1VNM- CONTRACTOR -shall also deliver to OWNER such.Bonds as CONTRACTOR may be required t6 lurnish in'H,ccori3tmce,vith pemiVnph,5.1. Copies ofDocanrents: ' ? ONVICR shall Purro-h'to CONTRACTOR up to ten copi s (unless otherwise specified in theSupplementary Cnnddiaris) of the 6'ohtrzci Dnctimctis as arc -reasonably necessary (Willie execution of the Work. •Additional copies will be furnished, upon request• at the coo of rcproiluciion. Commencement ofContivel Times; Notice toPrgi•eed 2:3. The Contract Times will commence to run on the 'thirtieth day after the Effective bit the.�A ecineni; or, FJCht: t7E'iFltiU. CONVITiO[� ivi iHil i v)V tiitiiiuii WICI rY 61. FORT GULLI N5 \IOUIHCAi10N5 (REV •1;-000) if a Notice to Procced is Liven on the, day,6tdimted in the 'Notice-to�Proceetl. A Notice to Proreed ma, be given at any time within thiry •days alicr the Effective Date of the Agreemens. 1n-no=event-ivtll-the-C;c .... l " d- camriteriEe�e-riot=lete�d}eti�lir'st�tieth'�la}aA��f: di�+�tey of%Bidopenirtg�ur-tlte thiivedt;day=adet [hz•EtTeeticzl7iite oRhe;Agreement-whichc,tir-clatr•is�r ikier- Starting Ilse Work_ 2,4, t G\rTRA&ORshall start to perfc?jn Ihe'1VcirL on the date when -the Coninici Times•commmu to -run. hut. no Work shall tv done at the site priortothe dateon which the Contract Times commence to run Before Startbig'Construciion: _.5. Before undertaking chch pan. of the Work. CONTRACTOR 's_hall camful", study' and ccm,pare, the Contract Documcntc'tand cticck_ and yerify penitent 'figures shown. 'thereem, trail all applicable field or ertor, ,itiabigUit' DocumenNs unless should have known 2.6, Within icn days niter thc, E(fective'Ditc cif the Agreement (unlessotherwise speuflcd tin. the General .Requirements), CONTRM?TOR shall suhmit to TNGLEER for reviz v, 2.61, a pielmiiiary piogiess schedule indicntirrg the times (numbers ol'days or dales) for stariirg imil campl�titig d,c t lu touti singes of tl,c lVoii., including ant• ivlilestones specif le i in the Coramet Doctimints; 16,2. .n pielimutniy schedule of_Shop f)iawirfe mid Sample 'stihmituals which, will ,list' "each, required subtuitt, , nd'the tinizs for submits ng;'ra•i, ng and proceuirigsuch'sutimili5l; In no rise:. Will a schrcdula La acc2 table wliieh'allcws less than '_! calendar tktvs for each review by Eoeineer. 16.3. A prelimmun• schedule of,values for,all of the Warlf which will include iluaniilies'and putts ar items• aLgrc6alinc the Coninict Price ant will subdivide the 1Vtirk into component rat sin still tier t dead to serve as the basis for progress paymons ;iluiiPt constniwon; `Such prices :will include, an appropriatc.an,ount of overhead and profit applicable" to each item of Work. 2.7. Before any Work at the site is swrtccL CC)NI'RAC )R alai-,OVXW. shall eeeh deliver to the Other MNER with copies, to ees}r-eFlclilienel-tnsuwd ideas-hied-in-t#ie applentei to r.-c.,ditici^L, ENCINRER,. E 0 11 • 0 certifmtes of•insumtice;(and other;evid6ncz of`uisurahce: whi6h=K4iher—eel-4hdm cir-Flnv=eddt FlFll-trsuretl=miry rrasuFlu `,=rrquzst requested by ;OWifF which CO TRACTOR sn'.,-<."ram-raspestiw{} ara is reyuiieil to purchaseand maintain m atxordancc 'with ..para&a0iini15;7, !'reeonsirpction •Conference: .2.8, Within twenty days after the Contract Times start to nirt, but beforenny,,Wgrk at the site is stanetl. i 6hfenricti aitenJed by CQii'fRACTOR. ENGI1+tEER anJ oiherszs appropriate_ will be held to estahhsh �n,'ivorking uridentandirt among the patties us to the Work+and to discros the •schedules referred to in rAragrnph A, proadures 'for Wndling Slier Drawings acid othct submit_ Is processing Appliaigons fCr Payment and niai`ntaining required records. IniriaUt!:4ccehmh/e ;tiJierlalrs: .9, Unless otherwise provided in the Contract aconference -attended iiy (:ONI`kA(3TOR;. RNGINEER •and others_as-xpprepriate desirru ie3 bi O11TT:R; will be •field Core —VIM for acec&jbility to.ENGINIFEP as;providcd 'lielaw .1Tic schedules submitted rda 'in dcconce with pu 148ph:.6. and Diyiision 1 Q_eneral &zWj entents CON7 WiC'f.OR shall have an -additional ten days to makc corrections and ndtusiments and to oiroplete and resulimii the schedules. No prog-ress payment shall he made, to CONMR GTOR until the scludules arc subutitted io•aitd 06conhle .to hNQjNHkR as provided Sclow. ;fhc progress schedule will he acceptable to' F,.NCrlNF.FR'ns providiitg.:an orderly progres;ion :of the ` Work to "completion within any -eftcatfwd Milestones and the 'Ctintmct Tunes butsucli acceptance will neithe'i:ipipose on LNCL\TMR•resjionsibilitj for theseyucnctn' sidteduling ,or progress of the Work nor iniertere• wnh nr reliccc comrRACTO[t Goni CONI TRNCTOWs full rz_sponsibility. therefor. CONTRACTORs sel—kWle of Shop'Dtaw4tg aid Stimbie subrii ssions w'dl bz accgitiblc to FNGTNTF,R as; providing fi workeble.arrangenicnt;for reviewing and ;processing the !r-equirc& submittats ('_ ?1R RikCT ORs sLhedule of valties will be accepttitle to LN4i�IF$R as twf�xri and'sulu1ance: .umcLD 3--cOy rmcr DOclJmENTS OTENI't .AAIF.NDvN.c; REusL. Intent 31, Thu.: Contrait Dticornents compnse. the entire' agreement; between .OWNER and CONRNCTOR concemiig: the Work. The .Contract Documents -ure_ cemplenicnt q• w.61,is stilted rot by one is'as binding ns'if called for by ull. The Contract Documens will be, coietnied in accordance vv1th thc.lavv of the .place of.the' Fra)ect, :32'. It ;is the ,intent of, the, Contrnct Documents to EJCDC*GLNhTLAL CONDI T16NS 1911138 11990 Edtim1. a W(3 TY OF FOR T.ODLLI M MODU;& lIwtN iltE• •Irouo) descriUe n functionally coin{ kte Pnijeet,( to be construdcil . m aci:urdanee' •wi1T Documents Any,Woik; materials or equi Teasoniiblvr be inferred Gam the Contract from;p{e adore, cusiom or trade usaee es b produce die int5fi&d_ re�Ldt ,'tiall be performed whether or notspeeifcally, to i trade meaning ' are used or. ,egiiipmmt such words 3.3..Referehi:e,'to Maadarde and,Sjreetfieadoom qr Jecindwl Societies'; Rep'orh'i'q. ;md _R— 11iag I)i.cerepanciesi 3312 K during the •pe'rf'orninnce of,the, Work; CC)N`I'Rr1C_7'C�R disoiivcm any con.lict, error; ambiguity '01 disoreNticy, within .the. Gontiact such refcned to tit uiirt..it. to T, emergencyas,atithoriied by paragraph 623) un amendment or;supplenient to the Contmci room Ims be o issued 71�"otic of die nwthods'indicnt t�mgrafh3,a :or 3,6; provided howtver, CONTRA\CTOR shall, not be liable to CWNI ENGbiL'•Is"R' for lailu c to iel on any such co ,e'nar• iunliigitity or discrepancy 't CONTRACTOR knew at reasonably' should r tcnuwn incieui 3.3.3. Escept ns-othenvis_e specifically stnhed in the Contract Documents or as' may 'be' provident_ by amen lment or supplemehl thereto issued by one "of the nieihiils ,indicrted in •piragnph'15 or 3.6. •..the prov1.isions of .tht Contract' Documents shall take precedenew.ih'resghrrtg.nrv,,onflid„error rmbrgutj': tir.discrepancy between the provisions of the.Contmct Documents antk' 1. the provisions nC any such 'standard. ypccificandn manual, cride!nr iristruction (whether or riotsp`ecilically incorporaied by.reference in i`.ontract Documents); or, 3 +.3.2, :the timvislons tit' 'ant ,itch .Galva or Regulations applicable lu.the performancr'or the `Work (unless such .an interpretation. of the provisions of the,Cuntmct'Docu . s would rei_ult in violation of such Law or Regulation). No provision of Iny such sa2nda4 specification,. manual. ,cadc or inslruttitm shall be effective to chiimx die duties land r&sponsibiliues of gNvN6, .CONTRAGIOR Or L"1NGI\FbK or any of thcir.suhconuaciors. consultants, :ngerirs or employees from those set .forth iWthe Umtmct Documents, nor shall it he 01ac6e to assien to OIVNPR. FNGT vJTEF.R or nny of fJ Tc,IT\BF.R's Cis. sul aht agents or employees any.dutj or authonly to supc'n•rsc't r:dir crthe Wishing or performance of the. Work or any duty tit authorit? tounderuika,responsibility irrcorisiitent;with tltc ,prav,isaons-rtf parugraph 9:13 many other'provisiodorthe (--'ontmcYDocuments, " 3.4 1VNenevor'in the Conlmct Dcicumentslhe tcnns'as ordered ",is directed", '0as squired" "is allowed" "as npproved" 'or ternis,tif like clTect or import are °used, or the, ridjeeuves "re(tson:•tbN". °suitable', "acceptable". "proper" or ",satufactdry" or'adjectivcwPf like effect or rmpon'; are used to descnbe it requirement, direction, review or judgment of ENGMTFER as to the Wurk, it is intended dial such requfremntidirection; review or judgnter4. will'bc solely ',tip e`valur&. in general, .the. corinpleted Work .Fir coninliance %Cithrhe reuurremeiits of and informutaon-fn the of ,TER tiny duiy,or atithority to suf e - ise or direct the ing or perfomiarice of the IVork,6i an), duty. ur n• to undeftilke responsibility cunUliry to the ons of paragraph 213 or any other provision of the .4mendng asrd Supplementoib: Cuittrad Docunrentd 3.5: 'The Contract Documents may. be amended to ;prnvrde for -additions, dclehons mail revurrms rn'the',Work �.or to m dify the terms .and. c6nditiens &rcor an one Or, .more 6f dicfolldwing mvays 3.5.1. afommel'Written Amendnlem; Ii5 I a Change Order (yursuant to parugraph 10.4), or Ii000:GE,'•�=-:GG.�'UltiGt.'a ivii7�lir�Ettiticnl a4 C1TY of 1'6RT wLLI M UGUl17CATIONS IRLV 4R(9IUI 353 a, �AVi)rk• ('hange bitectide. '(pursuant ,to prrrn�dph lUs]}_ 3A In iddititn, the requirements of the Contract Documents may be supplemented. and minor. variations Anil, deviations _uI die lV9rh inai•'he.autin.1 xd, an`one,or more of the -following ways: 3.6.1. A Meld Order (pursuant to paragraph 9.S), 3,6.2; b\T?GIAEER's approval Of a Shoti Drawirig gr Sample (pursuant to partitraphs 6.'_G and 6 37). or 3.63. EN_bfNEER's .written interpretation, -or clarilication(pur:5uantte,raragr'apli),4}: ' Reuse ofDocunients: 3.7. CONTRACTOR; and -any „Subcontractor or Supplier or other person or organnatron per(ornring. or furnshine rmv of the Work tinder.a direct or ind_'veci contract �i•ith Ut\ I iFh �) shall not hm•e 'or ncywre any tide to of owneiship nghts_in any -of the bu'ayyulgs; vvrinetr ARTICLE 4- ANTAILABILI'1'1'OFLANDS; SIi6,511R1 ACE AND PHYSICAL-CONDI'HONS: RFFFRENCE POINTS Ai•ailabWo, rifLanrlsr 4.1, OWNER shall furnish, ns iWicated in the _UIntritat Documents, the lands upon which .the Work is.to be performed, nghis of way and e1•semetits fo{ access therein, and such alter'Imrds which arc i &Iigcintcd for -tic us-- of CONTRACTOR Ltp trreesu Coble written rzquest OWNER shall identify any encumbrances or restrictions .not of general application bui specifically. Mated tea use of lands so furnished troth which CONTRACTOR will have to, complY .irn.perbormin5 the Work- Easements, for permanent Auctures or permanent changes m existing ftgiliii,s will bdobt:imed anilpatd for 6y OIVATEIL`unless otherwise provided yin the Conliacl DocumenLs. :If CONTRACTOR and OWNFR are taxable to,4ce on eniillemem took the nmoupt or extent of any adjustments in tie'Contract Price or the Con tract Times as a result bf any delay in 01< HU's'fumishingg these lands righistif- way or easements. CONTRACTOR may make a` claim therefor ns provided in Articles I I and.11 ,5 LI _ J 0 • 0 CONTRACTgR stall piovide tbr'all additional Ihnck a6d acceati itherelo 'ihal may be iequired for temporary mrtaruction .raalities or. storage of materials " and equipment. J�2 Sri A,}prfnce uq[!i'HNtt�ut (.'oirt&tl�ns 121. Reporta and Dr'awirigc: Reference, is'nmde to the5uppiemrnlary' Condition; for id nufiailion of: 4.2.1.1. Srrbnufac� ,Cynrh'r cite: T:hgse reporis of,' explomhons andt{rsCs of sutjs uCare conditions iivur contiguous to the site that have b.�en'utilimd by ENGINEER ill preparing ihe':olntm l'Do;uments and 4.2.1:2: 'Pln'dical Ca»ditions. 'Chose druwings`of physical conditions in or relating to esisting surface or suhSvrfuce structures at or coati&Noun to the.site (caccpt Underground Faciliticsj this, have bcen uliliied by MtMER in lirepar r u the Conlnr 1 1)ocum`enLs.. - � �.: Ilniired "Relibttce bF C'rJN%7t4�lOHv9tulioixi{• liirical Owe C-.6iS TRAaro may rely upon The beral obcurac} of die:"technical dim°'contained in,such' nits and drat" rags, but such rt7iorts and drstyitigs arc not. :such "technical data ;IGONTRACTC7R may not rely upon ,or make any claim against O\VNER:;FNGINEER. Or of - ENG I NE F R's Cortsultaittsw•ith respcL•t to ,4 1: the;cgoinlctcncsa of such rcpamq and drmvings for CONTRACTOR's ,purposes includinto _but not looted to: any aspects of etc nicanc, ImethoCK tc lu iques sequences and picedures, of• -construction to be chiployed . ,by COIITRAGIOR .arid 'safety precau11cm :Itrld: .programs incident thereto,.or 4 a ';= Other. -daia: intrrprc(ations.•opinions. and irifonnation contained in "sucgreporL. ,.0 shown or indicated in such drtwingr"tir. a? 23 uny, CONTRACTOR,iraerpreiation of or conclusion`dtahn frout any,"technical ilata" Or .:inV such _data,, intcrprelitinns, bpIutions. or, iriform alion. 2.3 Notice of 'Di wig .Siibsurjace or 'Physu&d comiifians. it, CoNrl'RAuNp ;belrcves .drat any. ;suhst rface.(ir physical ocindition et orcomiguous to the site 'that is uncovered or rev6led either. 4.23.1. is ofsuch'a nature as to esuthlish"that tiny ' echmc l*'1a" on which., : )NI TMC-TOR is .enuticd iu eel}',as providsEd in pardgapUA.2;1 and, 4.2 2 is matenally'maccurale. or 4:2.32. 'is of such a nature us to require a change in the, .anCmci Docarmchts, Or 423.3. di(fers.niaterinlly-Gom.aliat sholtn or EJCUI:'O6''..'�itN:'C()NUI T)OtwM1 1411)atl l!1'lU Eai6ma. Rill' OF FORT COLLl M\IOD114CAI iwN Niiv•I/na11U) indicated in the ContralLtDocumentf _or 413A. is of tin unusual, nature and defers malerit'dly Cron c.onditipms ordinarily tnecanteied Sind gencrelly recoEniixd us inherent in work of the chamci pfoditiM for 'in "rhe mt✓Mitmct Docuentsi then 42.4. EMGINEER's Rmea•: E.NGIIKEEK will promppy review tnc pertinent conditionk determine the ne.umit} oCOWNERsabtainingarlchtionalCkploration'or. tests with resivecl thereto and,nditse AV.NFR •tit writing (kith a copyto CON I'R,ACTI'OR) of ENGUNFE.R's findings and, conclusions: 42;5, .Posyible Contract nncrpmenty Ehange If I:NGINFHR concludes ilslt a,changc'in'thc C.nnu:lcr Documents is rcqui�ed as a result nfa'eonditibn that meets one Or more of ih ;calegones in paragraph 72 �,.0 Work Change I)u'cxlive or a Change Order wall be issued as ,provided T Article Ip to`r'elect and document The conscqucttces of such change; 4.2-6_ Pnssi¢le ;Price wid Times .r 4—usnnzrus.- An equitable adjustment ,in the (ontmet -Nice o 'in'thc Coptrict-Times, or both, will be allowed to the extent that 'the .existence of such uneol,c,cd or f&Ca-led:cimdition causes'ert increase'or decrease in. CONTRA TORs•coii ,Of, ortime reyuireCl:forperforinanee;ol; the ll'ork; slibjecl, liuuet•ci;totilefollowirg.- 4 2.6.1: Such LVndition must meet anv;one or more ol- 'the categories ' described it jx,rngtapl>s4 2.,i,1 dvoirrh 4.�;3A,°incluaivc; 4-2.62, a change ih the. Contract Documents pursuutt .eta jmragtapli.4.2.5.`wdl o6t le_a-ri mtbrtfntie ijffm,zalton bf our n coriditi in pre«dent to enlitlenien[10 any such adjustment; 42 63" with regVct to Work,illat is Mid for. on u Umt'Irrice BrisisAny adjiut nenCut Contract Price will " be subject to the provisions of Paragraphs ).) Q and 11.0; and 4.2.6.4. CONTRACTOR shall not be entitled to, any ailittshnerll.`in the. Con -tract . Price Mr Timuw E 4.16.41. GON_TRAC_ TOR knew of the existence. of such 6rdlitcros i t. the time c(59r t:AGToR " mode, .a. final commitment to O%VNER in respect or C ontract I'iicv and Contract `furies tn'ithe Submission, cif a bid or becoming bound under a negolialed contrtcti or 4,2.6.411 the existence of such c. mdiiion could 'reasonably ,have bean dr4iovered or revialed ss.a result'of any examioution,-investigutiun. erplonitidm. test or "'study of the site and contiguous areas redryired bN the I3idclinc RNuircmrents orCon tnicl,Dbeumerits to be conducted be or for' NNTR `f )It prior to CC)iQTRACTC)R's mn .in, such final c nimitmenr,.or a 2,6.4.3. cX)1drRAM*0R fniled to glue the'written nrrtiec within the time and as reytar, - by punrarnph413. give written riotice to that owner and to OWNER and iNGINFFR.-INGINTECR will prcmrpth• review the Underground Facility .and determine the extent, if any, to which a change ;is re(Vired in the Contract Documents to reflect and document the consequences of the e.xmence 6f the lJnaci Ztind Fncilit,, .If 'LNGIhTGR wneludes that a chtmge in the Contract Documents is ieilitired: a Work Chnrrge Directiveor.n Chanae.Order will be'issued as provided in Article I U to'reIlect uncl document such consequences. During such titre, CONTRACTOR shall be responsible for the safety and protecjiiin or such Uruleriruund Facility a5 provider! ,in ra<mi-111OQP, CONTTKACTOR shall may, be allowed an incrcak in the Contract Pace or;:an eXtension of'the Contract Times. or both, to the cunt that they are stnihutahlc not she, LR imd CUi> TRACTOR are unable to agree on and that ant to or as to'thc amount or ea length of any such nners adjustment"in the Contract Price or Contract, tobriel i 61min'inny .be nii6 therefor' as pnivided in are.wral I i and 12, Mowiever.OWNi-R ENGINFER`atidd length c 13R'..s Conwltarts shall not he liable to Conlmel A(;I't)R for any chines: crrstOosses or damages therefor I by CON'rT :A(TrORo i or in ainnectitin*Nvith ors• Ol"WI R 43- Phlaical Conditions --Underground Facilitim 4.3.1. Shmmi orInd3cared:. The information and data shown or indidntcd in the Contmct,M- cumcnts, with f6pect to eusting Underground Facilities at or contiguous ter the,sitc.,is'based"on information and data furnished to OWNrFJt or ENG1MiER,by the�omiers of such Underground Facilities or by.othirs. Litile�a it,is othcrwiLse expressly' provided in the Supplementary Conditions: 43:1'1: OWNTER.and ENGWEFR shall not lx re'po.risible for 'the;nct uracv or completeness ofn ty suchlnfomlt¢iin or deia;,und Q 1.L2. The cost of all of the following will be. included in the Contra i Pna: and CONTRACTOR shall have full responsibility L>ce-_(i) ievie%Ving and .checking all such inlormation and data, (ii) lo6'itnrg, .:ill, linderiirund Facilit ors shown or mdliciicd in the. :.Contract Doeumenls(iii) wcrdinaUcm of the Work wilh the owners of such Underground Faciliiics during, ounstruct_ion. and (iv) the safety and protection of all such Underground facilities _as. provided in piragtaph ti 2Ci and repairing any damage lhert:16 resulting from the Work. 4.3.2, idol Show) bi I rthcaled: If an Undkrerountl Facility is urwo"veic-d or n661cl "at or contiguous tit the site which wads not shown ;oi indicated in .the or rcrfomririg any Work in conviction therewith (excel in an emergency as require by ,parrgraph6.23 entity the owner ol'sueh Uriderground,Facility ar UCtx'ce: HRAL CONDinot.s iviv-s t ig9v edtiau w9 ©lY Of PORT CCILLI NS NIODII,'ICATIONS (REV.bYatlll) ustence of rmy Undergotma 17acWty Thal wtfs vn or indicated in. the, Contract I50culitsms C0NrITACT OR did n6t know of and could inahly hav_c been exp{eected to he award of or mticipated.. If 0`i\WER kind CONTRACTOR ale a Io,agrec on entitlement to or the mount or f any such adiustmentin Contract Pricc or fines, CONTRACTOR may make a claps as provided in Articles )1 and I I However; l; ENTGTNFFR and FNGiKTF.R's acts shrill not be liable to CUNTRAUfOR for ms, costs, lows or damages incurred of I by CONTRACTOR on 'or Jn connection' .other Iimjcietidr anticipated project_, ReferencePoiizu. 4.4. ()N-NER shall provide crigincering surveys to establish frcfemnce points for consiiuction which in LNOWEER's ,judgment are necessary 'to" enable CONTILAGfOR An proceed with ,the Work. CONTRACTOR shall be responsible for Ny"rrtg out the tidroik shall protect and preserve the established reference points nrid s nil make no cti.atiges or relocations without the"prior written ipproval,of OWNER "CONTRACTOR shalfreport to ENGINCER-ALrever any reference Nint is lost'bi destroyed of requires, relocation because of necessnry` changes in gmdes or locations, and .shall lie responsible for the accurate repineenlenr or relocation of Such rmlerence points by ,i rofessi really qualified 'personnel. 4.5. Ubeiivs, PCBs, Perrglerni. llduireh,as lt%uife o'r Radinaetiri ,lloterinl: 4.5.1., .OWNER shall be responsible 'for any Asbestos, .PC..Ds, Petroleum. hazardous. Waste or Radieactivr Miiterial uncm•ered or revealed ai the site %thich was not sho%i,n or indicated in DralYirtgs-or Slieci-fitiations or identified :in ;the Contract Documents to lie vVithm the scope of •tic Work and which may present a substantial danger to persons or p upzny.e.�posed thereto in connection Nvith the'Work at the ;stte_ OWNL7R shall not Se responsible C9r an), such materials 6{ought to the site by, tY) 4(:TOR. Subcontractors, . Suppliers or anyone else for whom CONTRACTOR is responsible. E • E ' i e rrix--wimded-tcra�y-t�-?.sL�ctas,-f�13 �Faltieslztint; €Iem d is -14e4c flr-liaet sesttvt: Maier-iul-fan ace ail EJi'DC'Q6` LRAL CONN tlC4+5.191 U-d 11'00 k6[itin v I U19 or. 1 OR r.CCGLLINS AtDllII ICA IIONSt-]1LV dn(lUo) . ARTIGLE �-BONDS AlND INSUR:�NGE Perfpnnance. Paytnen{and 0iher,Bonds. A tltz su ety on -any Bond furnished `by- Ct), TRAICTQR s-dcclaccd- a l inkrupi';or bhcomh s ,lnsoll%4 it or It right io,do husiness-is:wrtninated in. any ,sLzte tvlicrs:,any,lmrtnl',the Prnjcct'is located or.it ccasestq tncet t) c r y lac ncnts of,paragraph 1. CONTRACTOR shall \Slthln ten.days thera fter substitute another Bond and safety; lwth orf vbich lnust:I acceptable to OWNER Liccnaed'Sin-Mes nail lasurers. Curlifieuth; of ln'sitrnnce sCOA'TR ICTOR-v I iabgitt! Mmirance: S:4.1: cIcn s under workers' ttmipensaligrL _disability tx5ncfits and Zi her §inlilar cnlplo • hencf t acts; 4 . .ctaims for'damape -becausc of bNhl}• �tnjurv,, uccupational siiicnesa or disease, or death oC (.{lh"1'It.4<"I'pR's erilployees: s-S..ctaims,for dnm9ok+ecause nf. bodily injury, sickness or disease or death of anysperson "iahcrlkahi i'OI+'TRr\CTOR's�mpinyecs SA 4.- almms=Car � dntnagzs-instued-�hv--custoinor}' pztsantt{ iryury }tt bt}iH tavzty ac r:, '„z rrstislaat fa-hy-�Y-Fx'rsixt-ns-a-rzsull-ef-art-effense-direeNy-oF ilivtF2St.. latc`d-txl �6�tB-ampiAW112nE81-$kiGli-peFSPn-h}` Btl1Br'R'A3Jt3�' 5 4,3. =claims for -damages., other than' tit thi Work a . ,elf,, bimusz of.injury to or destruction ol'tntiaiblr FrMidro, m i&rLver" Itx.atcd.'•includmg 1iiSs• of-' rzsttJtutgi}ieiefrotn,':tiid . ,,.},6..claims fordlnlages he tis of lxxh]} injup or death of perwWor property,d;lnagz arising pnt of the nCinerohtp: maintenance or use of any motor vehicle. 'The pohcies,pf msunl ce s6 required by this paragftiph 5.4 41 be puriit aseU unit mturilaned shall-. T with respe a •tb fril Ia6raphs 5.143 ihr6uilh include ns adclitimal. 5.4.9. 'include th6 specific wverages and :be Written for no-[ leas than thi limns. of li lint} privideU in the Supplementary a cmuii , -n or re a' y, Law.t or Rcgu lations, whiahctcr is bmc5ter, 4>. include completed oJxratirmc insurance rrc��ctv"`Nxat. cGNUtliOt� riius i i9U 6Jitiuil -,w'7 &it ov PORT CULIA NS M'0D117CTlOSS f kfN •1,7000), 5.4 It1. ,include C`ontrslci6id liability insurance .covering CON-FRAaEOR's. indemnity obligations t hdq,pun%niphs 6..1,2, 6.16 and 6 31 ihrourgh 6 33; coMairi a praYlsign or endnrserneiu that the coveni�Se afforded will;not [:. -cancelled, materially clianged or -renewal rehired until at feast thirty days p ior,i iilten riutice has bech given to OM,411R and C OINTRACCC1R ond,lu e oh otter adcfuorial irniued ide ttlLicl in the 5upplementan CoiiditiimS tit ADM a ,certificate of insuraree'has been issued (an l the c(`i4ificaies' Hof, indunihce 'f nhished IV .the. CONTRACTOR pursuwit to paraa}ilt S 3?rttiill.so 5_4.12, remain"m effect, at least;until Cuatl pa}'nient aid at all umesahurealier>tyhen be correctipq; removing ;orreplacmg del tne•Nvi- in accorc ncc.withparagraph 13 I'_•;;anil OIHVE2sLiabil{h Insurance" 5.5; lwaddidon 16 insurmce-rcquiredl6Iv proyidi•.d bt L O6 TRACTCSR under paragraph.5.4,. Ot NMIRL at 01Yis'FtR y option.. may lwrchs_sz and _,n riruain ';i 61VNIERs expeiise UWNLR's own liability tnsurance, as Hill protect OWNER dj amist iNims wlucfi any arise frbrff •ojwmtiow,a underthe Contrad'CPoci ntentg: - i'roperlp Insurance: S:f—iinl�sv.�rharwly �.jlrcti.iU d m ihs:Supplznecritrtry. C-ontlitivnc.—tGVN):R s}trill-pwcltasz-:ait<9—mnintnh prepertr-tn5ura`tier=ti} t-t3te-1 aF),-tt# Fh z-�., urat of ih?`-fuU»replacement cost -thereof {suliaect-to-stash ilzdu.titrla.--amtitinta ov--may--br—priivi<lmi--in--inn �upplemrnFee�--C'onehunns--ar---rzquired-b}�+L-atwa, aiiii R� ulnuens) Th s nsumt c`as}iau:. 'include --the -interests—t f—C�1JNt lt: E .14 V_T6�174 `f 'aecntiasters-- 1~ti61Rs l annul stirs -earl ttrlxr- p y } c or tntiuzs tdcnliliad rn-the`:Supplrmentttry 6unditiors, each of -whom is deemedIe an-murablr inler-6t ,and sh.tl4hrlistnl •1s an`iritiurzcl or eddriinnitltnswed 5:b:-�--be-Wliten-cui•n-f3utlders-Risk.--all red:=-nr aps Paril x lxcial eau,SeS4, Iossrp lic3 feim-lhii sli ill et -least luUe ing,ttm ce few' tat h ss da}mige ta-Ute-}i-erg-iemuil�s-lelsework and'tart a tntnsri-hncl3}tall utsare agauts a"eest the—fn1161 =ing--peal,.-- .-^; 'li3�litttiagr--e:3=4er • •