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102511 LAFARGE NORTH AMERICA - CONTRACT - BID - 6099 DRAKE ZIEGLER IMPROVEMENT PHASE III
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I Mercury LDO Reprograhics • FORT COLLINS 422 S Link Lane Ft Collins CO 80524 Ph 970-484-1201 Fax 970-221-0404 • ENGLEWOOD 9632 E Arapahoe Englewood CO 80112 Ph 303-790-7169 Fax 303-792-2936 • DENVER 860 Bryant Street Denver CO 80204 Ph 303-893-8701 Fax 303-893-0617 • COLORADO SPRINGS 11 E Las Vegas Colorado Springs CO 80903 Ph 719-231-8121 Fax 719-633-5710 • LODO 1660 Wynkoop Ste 130 Denver CO 80202 Ph 303-785-2520 Fax 303-785-2522 • BOULDER 2575 Pearl St Unit C Boulder CO 80302 Ph 303-539-1350 Fax 303-539-1356 2 Builders Exchange 223 South Link Lane Fort Collins Colorado Rev 10/20/07 Section 00020 Page 2 Maures at or oockvio is w the site thathave been ut(bud by ENGINEER mp qwi gthe Co mast Documarts 86 OWNER a obligated to execute Change Orders as indcated m paragraph 1 4 89 OWNER'S r;Swmva6* in respect of certain aupedwis, tests and approvals its set forth in path 13 1, 88 to connection, with OWNERL riot to slip Work or Suspend W a" 13 to and IS I aph152 with 'a right to tamnete services of CONTRACTOR utda mnamaranm 89 The OWNER Shall not Supavtse, area a have ommol or audwrity Duet nor be responsible for CONTRACTOR'S mesm mmhada, terhmques, equawes a procedures of rnatruction or the safety ptecauham and oogrgea madaa t tweto, for any kdure of or to eaaply with Laws and Regidmms rmble to mg a the 6andtoedamence of the Work NRR wnU not be raToo0ble ibr CONTRACTORS faWre to paferm a fimuah the Work in scxordanee with rite ComractDommmis. ARTICLE 9—ENGINEERS STATUS DURINC CONSTRUCTION OWvM?sRweMftt e 91 ENOINHER mH be OWNERS representative drag the wnshumm period The duties and respormbrbnes and de limitations of authority of INOINEER as OWNERS reMsentawe dtrmg comtructrm we Set lath m the Contract Ibcumems and sh" not be extended wahout written convent of OWNER mul ENGINEER 14utr tssih. 92. ENOINEER will make vents to the site at intervals gnpt ate to the Yana, mat sieges of Cruaan as GII4M deans necessary m order to observe as an experienced and qualified design pro€eseamal the progress ax'D(.OHNL'tAL4'ONDI'rONa iY1P8 (t9906abw} wt��lY � FORS GOLLLNS MODIF7CA1'IONa aiSV alttge} that has taut made and the gpahly of the varmta cis of CONTRACTORS exe©tted WmL Haaai m M40D M w lendesvvorr ror dievems ben 5t of OWNERbans,to determine, in gawraL if the Work a R aaaedarae with the Contract Davmeas ENG mll not be required to make wilipushn or cgtpmaaa co. Sae mpectmra to cheek the quality orof the Wosk ESMINE.ER's effods vnH be e1 d toward to to lugtmnan, 4mirg or as a resub of ENGINEW''s onaaa vests a obsmvahons of OONCRACTOR's Wak 240R EER will not supavae, dust, oatltd a have authority ever or be Tavoroa7sk for CONTRACTOR'S means, method, to dimqum sequences or procedures of ommmawq or the mfety preeauhaas and programs medent thecae, or for any (ache of CONTRACTOR to empty wad Laws aced R Mns eaapplicable to the ftucm rgfot erpomewcof� Work PrtyectRepr"N"I" e 9 3 If OWNER and ENGINEER agree, ENGINEER mH hrmsh a Restdem Ryes RopracNstsve to asatst ENGINEER m provudtm ca g motaRaus Observation of tits Work The responsibilities and authmty and hmaauaa d m on of any such Romdem Rolect Represmmhve and SsWanis will be as provded in psngmptc anji 913 aced—m CondtRna that General (" Aars T OWNE' another resertelive a augmnvt to regaent. O 4t the stte whoa rot EVOM''s Consultant agent or employee. the rapormbdihes and authority and ]wrtehaa theraan of such oiler pawn will be as I 3.1 Be t>rxlawng w th£m�arte work will m wth BeINe11v��' L..k_aep ..Ihn S)� ' r>rmerN �1!73EQ, NFgnl ;ucb_p7,q{(g�_, _'Ilia v ,p. cladm�ssutia�n} ams will only be ihrenah a with the £till Enaw ¢de Sni anumaa tTia CO 93 21 Schedules Revww the ga¢r eve. 19 No Text a`LC14l.gn:. 7M T..,; •er... e ,<.6,TR'�'"T*?"ISlI'�`7^•.l�F 9 3 3 Ltm erboo of Authmty. The Rm.MM!Itive dell not IMF 5,41 r I 9335 Advise an or rasuo directions _Sf._R444tmG �lil4���ffi..-�#� irgcgug4na sal Urdnatn3 u?...... rec6otg wjth ffie ill >r •�. eu a :_ea•. •� . 9337 Autharae OWNER to oaatpy_the Wink m whole or in unit. 9336 Partise_p2, rRasTejr?£d tjeld a labors teens or usmdmm card cted W others ex,.,ct. es ce e JiNGMEER C 4 WnmYars and Werprefa6ons 9.4. MANEER will rasue with resstmblepromptness such written cMnfrcamans or mterprastiam of the EJCDL OMORAL COMMOM I9104 (1990hd"i) W(37YOFWR1 lbn MMMMCATtONa(REVet1000) ract Documents (in the twin of as ENOINM may donations colvaslent with the contract the intent Of Has! cubom r OWNER and r;UNFFAt ITM, If OWNER a CONTRACTOR behove. that a written clmtGeatmn a mh;pretatm}udtfim an ad mthe Camoidphoc a the Cmuect 2tmn and thspuhea are nimble to agree to ilia amount or edatt OW04 if any OWNER" CONTRACTOR may make a written ay dwefbr m provided mAdrek 11 m Artmfe 12. Am&weced Varraoo stin Wank, ENGINEER may satharae in variations m Work from the ragmri mmis d the Contract Imams wMdt dos nit rtwdve on in the i Tact Pram or th• Cardmot Tmms aa�d re compaabk the desip am=# of the oarpicted Prga4 as a Dodanama These may be a4mmphdxd by a Field Order and will to budmg an OWNER and also an CONTRACTOR who shall perFam the Work involved PMm d If OWNERaCONTRACTORbehevesthata Fielar dla Contract Ttmm stilies md�Okrtm nimble to aaWmths0intramPrtae as to the amount a cadet thereof: OWNER or CONTRACTOR may make a written claim therefor as provided mArticla l l a 12 R ect use DOr t Work 96 ENGINEI3R will have authonly to dm gWvc or reject Word: whah ENOINEER believes to be rkfecnve, or dart EP•1GINEER.belRves will to lroduce a completed Project that rwrdama to tha Contract Documents or that will prejudice the integrity of the design con" of the sum toil eat as a f ui whole as indicated the Corffiact Ilocvntaea& ENGINEER will also have authary to require special mean cm te$UM of the Work as provided in liarsomph 13.9Work fabncmot, u>Ikdd or completed �whdha a not the ,%V Dra+vfngx Cliange Orders andPq M"M 97 In connexion with ENGUMMs anthmy as to Drawings and Samples, sae paragraphs 624 through 6 2 incluswe 98 In connection with I NGINME autharty as to C9tenge Orders, sae Articles 10 11 and 12 99 1n connection with ENGINEERS authority as to Applications Fir Payment see Article 14 Deternrrnadonsfer Unit Prices. 910 6NC.fNEER will determmo the wtual quantibaa and classt6cations of UA Prroc Work performal by CONTRACTOR ENGINEER will rcvww with CONTRACTOR the ENGINEERs prolumnary dctamumhom on such matters Wave reakruy a written decision thereon (by recommendation of en Application for Payment oretleawae) ENOINEERs wrath thereon will be final and binding upon OVA CONTRACTOR, unless, within ten days after t my such decence. metier OWNER a CON11 delivers to the other and to ENGINEER written appeal Gan th n ENG1NEE decision is taken within the nine E itaccordance with dw pro"mer set killn in IwGC Resolution Agiewaent' entered into between awmd CONI'RAC.TOR presume to Artick16,a(tr)tfnosudtDtapaeRdanlunea ant has been erected riot, a 16rn d k = bf thamaaaEmt i mtY m a foritns o oom aunt imeeliatt®t m have wah respect to OWNER and be sable t to the ®h 911 ENGINEER w41 be dta initial interpreter of the requ earn a or the Contract Documents and Judge of the ameptabiblyrofthaWAorkthereunda other matters to%tmg to the acceptability ofthe Work or the nit um d the rcgaumnerib of the Cmtrad Documents pertaining to the perfmnatme and flenahwg of the Work and claims under Articim I 1 and 12 in respect of dwnpes in the Coamc Price or Contract Times will be referred mtusggyy to ENOfNRER in writing with a request for a Intend decisiah in accordance with tda Written notice of each cued claim 8igarte a other matter will be delivered by the ckumu to 1NEER and the char party to the A�ennmt p raptly (but in no event bier 6mn they dayo) aRo the = of the occurrence or event giving rise thesuc0. and written surma data will he submittal to ENGINEER aril to dhat patty within suety days after the start of such occurrence or event unless ENGINEER allows an additional period of time for the ailemsm n of additional a ream accurate date in affort of each dean &V* or other matter The shall submit any response m ENGINEER die wont within thety days after receipt of the daanae'd last RNZER will tendet a fan days after reav of the 4 in accordance with thus be fund and budmg tit OWNER and CONTRACTOR uttkm. (ian appeal from ENGII4BER's doomon a taken within tans lama and in accordance with the pprroaalums sat Pain EXHIBIT BIT GC A, -Dispute Resohmon Agrecrnee entered into betweenOWNER and CONTRACTOR pursuant to Article 16 or (it) of no such Dispute Resolution Agreement has been entered into, a written muce of intention to appeal fian ENG1NEERs written daasem is delivered by OWNER or CONTRACTOR to the oilier and to ENGINEER. within they days after the date of such decision and a formal proceeding a maimed by to appealing party in a forum of competent jurisdiction to exercise such rights or remedee as the appealing party may have with reapmet in such claim d4tat or other matter in accordance with applicable Lem end Regulations within any days of the date of web 6X*DCOEI+TRAL CONDIT1Oea I91e4(19"Emum) 22 */CITY OFFORT COLUMMCW1CA110Na(RNVV2(M) decision unless odsivoe agreed w writing by OWNER aWCONTRACTOR 712, 11+Iten funcnonmg as and Judge tinder pamagrapbsO 10 and 911 ENGG will not show partiality to OWNER or CONTRACTOR and wall tat be hhaabblek in connection with arty interpretation or decision hinderedmgood faithmatch capacity TImmulatingirif a deoinm by ENOINHBR pawma to pmugralFrp 91b a 911 with respect many Soils dawn dispute or other n+etterEc+tpept.mtywhtchlrevaheenwmved making or of final paymatt as provided inpamgm 1415) will be a eff4hon to arty exeoae by yWNfiRa CONT1tACTtrit. ofsuchriba rem ache; as autheraay otherwme have antler the Contract Documents or by Laws or lassos* in roped of any suchckm dispute erotber 10%141 10ANtde-16. 911 Lee eekees an kjW1AM r Authority cad Rafpondb"M 9131 Neither ENGINEAR's authority or respmutbdtd yy under this Article 9 or wader mry other provision oftlhe Cmtratt Doermsenbnar may demmmh made by ENGINEER in goad Pinta either to it emse or rue t>tixcae sued a a rapaeibihty a the wdartekhng,_e>aroee N of any authority a gwa rise to any duty owed by ENGINEER to CONTRACTOR, any Subea mor any Supplier my ether person or orgmniaaum, a to any surory fir aemployee oragent afary of them 9132 IMNMR will not sipervtsq deed, control or have authority aver a be report ble for CONTRACTORS means. methods, techniques. satpranr es or fecoulims of eonsmactiort or the safety precautions and programs inedem thereto or for any failure of CONTRACTOR to comply with Laws and knaa applicable to the furnishing or of the Work ENGINEER will not be rapmuble for CONTRACTORS failure to perfmn or fmmsh the Work in accordance with the Contract Documents. 9133 INGINEER will not be resporeable for the ana a on mea m of CONTRACTOR or of my Subcontractors Sr�ipber a of my sires person or organization among or furnishing my of the work 9134 ENGINMRs review of the final Application fa Payment and accompaiymg documrnwtmn and all maintenance and operamg instructions, schedules, guamntees, Bonds and certificates of inspection, teats and approvals and other documentation required to be delivered by paragraph 14 12 will only be to determine generally that their cwitem complies with the rettuffentrants of and in the east of certificates of mspectiora. tests and approvals that the resula certified indicate canphance with, the Contract Documents, 913 5 The limitations upon authaay and responsibility folibm in Quo paragraph 913 shall also apply to ENGINEERS Conaubmnts, Resident Project Representative and as aftnt . ARTICLE 10-01ANMIN THE WORK 101 Without um"�g fish Agnamart mid without nonce to any surary 09VPtER may at any bate or from time to vent order additions, deletions or mtatms at the, Was. Such additfay dalemam or reverting will be authonmd by a Whom Amendment, a Change, Order a a Work Charge such 4mahvnt CONTRACTOR RACEOR �t nth, tYoaceapt of � with 102 If OWNER and CONTRACTOR are unable to area as to the admit, if any of an adfnslnat an the Contrast Rae or sit arlp a me t of the, Contract Tmtas Bret should be allowed as a result of a Wok CbmV Drectim a elmm may be made therefor as provided to Arude 1 I or Article 12 103 CONTRACTOR shall. nabe entitled to an usrmse m the Contract Am or an ortethsca of the Cortract Trines the C Dresped tooctorates octor oWork rthatamended, act sad by mended,, made and ananredasprnvud¢dmpamgraphS33and36 aaacpt or rase of ess of uncry os p Wo* m petagreped 23 a m the arse of mcoversg Work es provided in paragraph 13.9 104 OWNER and CONTRACTOR shall execute appropriate Change Orders recommended by ENGINMR (or Written Amend marts) covering, 1041 changes in the Work which are (1) ordered by OWNER pursuant, to 101 (n7reymted bemuse, of aceepmrwa of Work uidd paragraph 1313 or airtectng cMa Work under Paragraph 13 14 or (m) ageaedto by the penis, 1042 changes in the Contract Rum or Concoct Toes Winch we agreed to by the plithm and 104.3 charges an the, Contract Price or commut Tuna which embaly the substance of any written decision remkred by ENGINEER pursuers to paragraph 911 provided that, in lieu of w,,mc mng any such Change Order an appal may be taken fray any such decision in accordance with the provisions of the Contract Dm mmt% and applrmble paws and Regina soM but an sudh aapppeeL CONTRACTOR slat carry on � Work aril edhac to the progress schedule as provided in paragraph 6 29 105 If notice of arty drehge aQcdug the gmerel swpe of the Work a the pro move, of the Contract Documents E)MCO MRAL CONDMOM 191" (19" Edaw) *1al`Y Of FORT ((N11W MODIttCAMNSOMV 4aM) (awludug. bent nor Imuad to Conrad Prue, a Contr act Tina) w rapiurtd by the provisions of say Haul to be ten b a sureCCyy the gw of any such notice will be ONTRACTOR'A regia ty and the suomt of each aplibuls a Band will be a4usialaocordi gly ARTICLF 11—CC:HANGE OF CO NTRACP PRICE III The Crimmins Pnm consumers the total comps uotion(sulged to authortzed adjuster mra peye6Is to CONTRACTOR for perbrmmg *a Wok AU dutlM responsibilities and trons to or umderlaken by CONTRACTOR ahabf ltaat 0RACTOR's agmnsa Without charge in the, Contract Rice 112 rho Contract prim may only he changed by a Change Order or by a Written Amendment. Any clan far an adjustment in the Gaunter Pace shall be based on written notice delivered by the party making the about to the other party and to ENGINEER promptly (but in no even late than baby days) after the start of the occurrence a avem givrr� rise to the clam and stating the general nature of the claim Notice of tit summit of the claim with suppatmg data shalt be delivered wuhm sorry dayyss after the start of such occurrence or event (unless ENGINEER allows additional tune for clammnt to submit additional or mom accurate date in support of the clam) and shall be accornpamed by claimamk written statement dent the adjustment claimed awes all kirowrt amounts to which the claimant its entitled as a result of said mcurrace or event All dawns for ad moment m the Contract Prict slat be dePotmmed by OINEEiR in accordance with panagraph9li if OWNER and CONTRACTOR count otherwise agree on the amount involved No clams for an adjustment in the Contract Price will be vand ifnot submitted m accordance with bus paragraph 112 113 The value of any Wok covered by a Change Order or of any dam for an adjustment in the Contract Price will be determined as follows 11 3 1 where the, Work involved its covered by umt pnces contained in the Corarw Documents, by apphcaton of such unit prices to the quanttres of the items involved (subject to the provisons of 23 paragraphs 11 91 though 119 3 inclusive) 1132 where the Work involved a not covered by ant prime national in die CmMt d Documents, by a maNally agent psymaa bass, uwfudug lump sdmi (whdt may include an allmvarcx for overbeed and profit not necisaily in accordance with patagmph 116 2k 113:3 whmothe Wakmvolved wrAcovaodby unit prom aninowd in the Contact Documents and egreemosit to a hump man is nit reached under ppaanis�graepphh 113,Z, on she ban of din Cm[ of the Work (dNermaed as provided in paragraphs 114 and 11 5) plus a CONTRACTOWs The fin orabasid and profit (detcmtmwdaaprtpvudedm pa�aph 116) Coe pjrAg Want It 4 The Win Cost of the Work mars the sum of all own neap exit rdy messed and paid by CONTRACTOR in the proper perfoneaace of Nov Work Except as otherwise Cy be agreed to inarr" by OWNER, suds coats shall ra annanas on bgbm them those powadi g m the locality of the Plo,)Ea, dell rchide only the fdlowmg items and Mall not include any of the cats rtomad in pamgmph l i 5 1141 Iof CONToR orate for employees in the direct employ RACTOR in the performance of the Work under sohedules of lob claswfiatima agreed upon by OWNER. and CONTRACTOR Such anployase shall include mot" lummurn srpmraadents, fmmna and other pommel employed fulk ne at the site Payroll oats fin employees not employed 16114rme on the Work shall bit �pp� 0ned on the bs of them time spent co the Wmk. Payroll owcats shall mol ude; but iiet be limited ter salarws andwages phis the cat of hinge berefin which shag mekde socul security contributions. applicable thereto The vitiation of performing ale adar regular wmkag haws, on Saturday Sunday or kgal holidays, Ball be included in the above to the extent authorized by OWNER 114 2 Cod of all mamas aril egmppmmere f unshed and incorporated in Gov Wall, uwluiug costs of transportation and storage thereof and Supplers field servees re tied in connection therewith All ash discounts Wall accrue to CONTRACTOR unless OWNER deposits funds with CONTRACTOR with which to make peymait_q in which case the ash dbscouns shell accrue to OWNER All trade dhscouna,, rebates and refunds and returns Inca sale of des materials and xxqqumdpmea shall scraue to O and OONTRAC! OR shall make pmmiuom w that they may be obtained 1143 payments mink by CONUM-1 OR to the Subcontraehas for Work performed a fen tcd by Subeonnmras If required by OWNW, 24 WCOCOEMRAL CON01710Na 191"(199a Wo.) W CITY OF FORT MLLINn MMWICA110 MV 41eWi CONTRACTOR slmll obtain competitive bks from Subconhactms acceptable to OWNER and CONTRACTOR ad stall deliver such bits o OWNER who will Owndetermrw with the adnee of ENOINElik, which brb, if any will be accepted If Fory dos Had The SubormaracoW is to be pail hemb� of Cost of the Waken Its. the 3 accira Cost of the Work gal 6atr alai be determined in the same marmer as CONTRACTORffi Cost of de Work and fait in gswdel m paregmpbs 114 115. 116 and Ill All subcontracts dull be zak no the ad& provisoes of the Contract Damietta in applicable, 1144 Capra of apemal adraddunts imokdmB brit rot limited to eagtnae4, atrbttats, latwmtaey surveyors, attanoys and employed far servaa sparfially related to the 1145 Supptanmdak costa mcludmng the firltowaig It 45 t The prqpmuon of necciamy tmrxpmmton, tcevd and sobasence wipe of CON�RACTOR3 employees nwmned in discharge of dutns connected with do Wadc 11452 Coe, awludmg and mamteronce of all mataa supphea. equupmait, machinery apphanics, o0kii and temporary f todmea at the as and Mal tools not owned by the worker; which arc amassed in the perfmmarut of the Work and am lass market value of scab items used but not contained which remain the property of CONTRACTOR 11 4 5 3 Rentals of all cmmarucam equipment and machinery and the pares thereof whether rated from CONTRACTOR a others; in accordance with rental agraweas approved by OWNER with the it*" of ENGINEER. and the cods of tra sporimm ladmg, 1�aacLrit�lla,, installation. dismanxWsg and removal dxreat'�It in wero darsx, with tams of sad rental agreenems, The rental of any such aqusprnerd. machinery a parts shell cases when the ins thereof won longmnevassary fa the Work 11454 Saks, cirmurer ins a similar sales related to the Wak, and for which CONTRACTOR is Imble, imposed by Laws and Regulations. 11455 Deposits lost for areas odrer than mglgtnce of CONTRACTOR, any Subcontractor a anyone directly or indirectly employed by any of them a for whose tics any of em may be liable and royalty payments and fees for permits and hcencs. 11456 Ldvses unit damages (ail related exposes) mused by damage to the Work, not compensated by i surance a otherwise, sustained by CONTRACTOR in connection with the fm ice end Autvshmg of $0 work (cx ept losses and damages within the dastucale ammuas a�proparty is urance edablishal by OWNER inc�aitaoea paragraph91 provided they lave ruuhed ban causes other flan the of CONTRACT01 or anyone dro* or settlements mado with the wntion wuaait and approval of OWNER. No such laasek damages sal axpe stall be incitsded in the fiat of the Work for the 1p� of CONTRACTORS fee, f4 haweva may Such Icss or dunsp tagnaes Ton and CONTRACTOR is pitted m charge thcoK CONTRACTOR shell be paid fir savices a fen }rapuenornteb theamiad mparagnph 1162 i l 4 5 7 The oast of utilities, feet and samtery ftidgiesat the sae. 11458 Mmor expenses such as alegrouR tang distance mlophme calls, telephone Service at the eta, and similar patty eaItems in ciruemlanCash Work 11439 Cost o€premiums for additional Bonds and umaaite required because of changes in die Work 113 The tam Cart of the Work shall him include any of the following. 11 � 1 Payroll was and other compensation of CONTRACTORS officers, ceeneves. principals (of pamxrship and seta proprietorshipsZ general managers, asigutas, vdmect% estimators, annoxyy auddom accountants, purchasmg and contradmg agents, txl) hers, tmnckeeper% elaks and other personnel employed by CONTRACTOR whether at the sir or in CONTRACTORS principal ar a branch office for gm oral administration of the Work and not specifically included in the agreed upon schedule of 1 elessificaticros tefertad to in paragraph 114 1 or specifically oovmed by paragraph 114 4-all of which we to be considered ndmuametwe costs covered by the CONTRACTORsfee 1132. Expenses of (,ONTRACTORa principal and branch offices other than CONTRACTOR s office at the ate 1133 Any part of C ONTRAC."TOR'a capital expanses, includ interest rho CONTRACTOR'S capital eml d w the Work and charges agaimt CONTRA OR for delinquent poymems 115 4 Cost of prettiness for all llonsls and for all announce whether or not CONTRACTOR is requuW by the Contract Documents to purchase and maintain the same (exicpt fa the cost of premuans covered h} subparagraph 1 459 above) WIVOWMALCONDITOM 191" (IM Wo.) cal CITY OFFORT MLUM MWIFICATIONS (RbV 400001 1155 Costs dud to the new"" of CONTRACTOR, any SoYbambyWdcgs or anyone or for w were acts say or of iltmnpmaybe ltebie,fals sag but nclo�t hums tg the ourectun of dgjrctrva ak, ammakmgd of mgood anhydamage toproperty tad 1L� �, Odw overhead or gatael exps m wait of any kund and the OPAS of expressly 4 inokleadnpamg�isph ] 1dern no spemAlmily and 116 The CONTRACTOR'& fen allowed to CONTRACTOR for overhead and prdk shall be derermmedaSfofios'x 116;1 emutuallysueapieNefuwdfw in 116.1 if a fixed flee is not agreed upon, than a fee balsid on the portions tot V0&of the rtitoab 116,21 for Cahn incurred taider OMRRAACTOR's fee slall be fift mpv�. �` 11A22 for water named under paragraph It 4 3, the CONTRACTORb lie Shan be five percent 11613 whom hoe or more nets of w1 con acts are on the bans of Can of the Wet}. duct 0 fee and no buxed &e a agreed upah, the irtat. of graphs 1141 1142 1143 and 11 62 a tAat the Suboonaaear who actually pedornu or Rrnnhas the Work at whatever nor will be paid a Ise of fsfivm percent of the cants incurred by such Subcontractor under paragraphs 1141 and 1142 and that 0m7h nor Subcontractor and CONTRACTOR will bet each pad a foe 4 ef4he emeaars gall&;e � 25.-119�U.®lid five »aoent the amain cad to tat nerd Iowa WILMOMMM 1162,4 on fee shell be payable on the basis of o its itemsasd umar paragraphs 1144 1145 and i l $ 11625 the amount of credit to be allowed by CONTRACTOR to OWNER for any i�aa�a which resilts in net decrease incost will be the mom of the actual net docresss in cost plus a deduction in CONTRACTORS fee by an amount equal to five percent of such net dwasse, and 11626 when both addaota and credits are involved n ore, the aidusent in CONTRACT mt s fee sIa1T be computed on the bens of the not change m acttvdeax with paragraphs 116 21 daaigh 116 7 5 melinve 117 Whenever the cost of any Work is to be 25 MMMUsed CONTRACTOR will establish mamism records thereof in accordance with genially pg apwtmimg fractions au � accc&ble�h�NC31NEfiR nr cam together wtdtwppatmg dads. Cask A4ow ems: 118 It a understood danCONTRAOTORhas triclued in the Caamot Prove all allowmees an, named in the Contract Dommitetds panetd detill came die Work so coveersd be move"toObe fiterimiladW BRadIMINEW CCONTRfor such seems as m ACTORR aareeatat It 81 die aDowirms include fltt coal to CONTRACTOR (Jose say applicable, trade dexxxiots) of materials andcgwpmearequned by the allowances Labedkhveralat saGendellapphe�etaxos,end I L 82 CONTRACTORS cam lin unlmdus and handbag on the ste, labor ireiallattm errata,overhead, poet and other expe sm mMeapla;ad for the allowances be" been included in the Contract Rim and not in the allawmaos and no, dmiard for additional payment on secaua of any of fie feregomg will be valid Prior to fualpaymentt an appwprmfe flange Order will be mod as iacouimmded GMEM to reged actual amaaaa dos CONTRA OR on moment of Work covered by allowances, and the Contract Pace shall be owaspof datgly adjured 119 Uart pn" Wdrk. 119 1 Whore the Contact Doom er" provide that all or pan of the Work a• to be Uhm Prix Work, initially the Contract Pnce will he damned to include for all Unit Prior Work on amcum equal to the sum of the established wit prices for each sapamxly denpHed rim, of that Price Work times the estimated gwnow of each item as radiated in the Agnaimatt The estimated giant mes of items of Unit Rice Wale me not guaranteed and are solely for fix purpose, of companson of Birk avid detemh Price Desmmmtiwis of doe actuaal iltwanaes and classifmmums of Unit Price Work perCmned by CONTRACTOR will be made by 1 Gi�T WEER in accordance withpamgtaph 910 1191 Each ova prier will be deemed to include an amount camder by CONTRACTOR to bt adequate to cover CONTRACTORS overhead and profit for each se uostely identified item 119 3 OWNER or CONTRACTOR may make a clam for an edjusimem in the Commit Price in accordanx with Article 11 of 11931 the ymnnty of any item of Unm Pna Work ed by CONTRACTOR ddfm materially aid s itficamly from the estimated quantity of such item indicated in the Agreemen 26 bJCDCOEKY-iLCONnlnOM191"(19 H&im) wi d]Tv DF FORT LDLUMMOD1FtCAMM(RCv anos) end 11932 these is w car solustment with respoct toany mhr ilea of and 1193,3 if CONTRACTOR believes tst CONTRACTOR a mated to an m ome m Contract Pace as a result of Itsvmg uiewred additional eepenss aOWNER I)elievos dim OWNER is entdled to a decrease on Comma Pixy and the parses are umble to agree as to the annountofarw such aameam a dectrom �1)ad:.•_•e:,�.7.,:.it a.. snit �r e • fsi7 AIMCLF 12-C3iANGE OFCONTRACT T1hM 121 The Co osca Times (ow Mdestrnp) may only be changed by a OMW Order or a Written Amendment Any claw for an adjustment of the Caamct Times a Mi ) shall be based on wnam raaadx delrvered fay the ILIm rng the class to the other party aM to days) after the moats m of the event giving R promptly (ho in no vat bow nee tothe claim and sta7 der grnaal mime of the Comm Nonce of the swam of the clew wM supporagy data shall he delivered within audy, S�yyss after such Occurrence (ones ENGINEER allows rtio al time to moistens more accurate data in support of the claim) and shall be accompansed by the clamantk written statement tat the adprsimmt clawed is it* amre adyusmeta to which the dement has reason to believe at is amdlad as a result of the ocnirn e)m of said event All claims fa adpaman in the Contract Times (or Milesaes) shag be determined by @IOINM in accordance with paigiph9ll if OWNER and CONTRACTOR cmM otherwise agree. No clean for an adjustment in the Comoros Times (or Mtlestma) will be valid if net submitted in accordance with the reqummmmk of thislamunph 121 12 2 All time It" stated in the Conract Documents we of the essence of the Agreement 123 When: CONTRACTOR is prevented foam completing any pan of the Work witty the Contract Times (or Nfilestaxe) due to May bayed the control of CONTRACTOR the Camacs Times (or Milestones) will be &waded in an amount equal to time tool due to such delay if a clam is made therefor as provided. in parof 0) CTOR shall molude but � be limthe ited tq acts a nettled by OWNER acts or noaled of wilily owmra a other eaamctors pertbminnig other work as contemplated by Attele ) fires, floods. epidemas, abnomwl weather ctndmons a acts of Cod Delays attributable to and wise lha control of a Saboonuactor or SUM04 b deemed to be delaysivahmihe comrod ofCO 114 Where CONTRACTOR as provemed Gam aomplNms part oft1wWorkwndnndieComtatTmes (Ca due to x the control of barb OWNl 2 CONTkAC F extension of the Contact Times (or Mkidonm) in ananountm� 1l to die time loaf due to such delay dull be (%k1TRACTOR's ode and exclusive, remedy for such In no area slog OWNER be le" t4 CONTRACT ary Submtmaor any 8uprdan soy case peen a "Vemmtin or to arty s ' dr a moo)"x or of of dean for �maga, anmg cut of or4amae(y� deyys caused 66yy a wldim ft aMd of the f.alktA OR, a (s7 coleus bevand Rho cmrnrd of boat ertxa mclodvm. bus ARTICLE 13—TESTS AND IIr18PR nONS; (XMWTtON, RMOVAL OR ACCEPTANCE OF D&FE .TIFEWORK 13 L Nance ofDeferrs, Prom pqxt notice of all *j*etue Work of which OMINER, a I NGR�tEER bavc actual knowledge will be queen to CONTRACM All dsjWthv Work rre;W or wzcptWu miles Article rejected. be le13 w Acceato Weds 132 OWNER, ENGINEER ING1NEFiRs Qcnwlmms other representatives and personnel of OWNER, mdependea.tatang laboratories and governmental agencies wathlurarbch+mal mtemsts wall have scores to are Work at for thew olservmron, respecting and teNmg COMPACTOR sWU provide damn props and safe conditions for such saxes and advise amen o£ CONTRACIORs site aa&sy praxdmaes and progrems so that dtey may campy meesrdh as applicable Timsmedingrectums. 133 CONTRACTOR shall give ENGINEER limey notice of readiness of the Week for all revved urpections, tests or approvals, and shill tropism: with inspection and testvg personnel to facilitate requ red inipeemonm or teas 134 OWNER shell employ and pay for the servxis of an independent taftiV labor" to perform all inspections, fasts, a approvals required by ds Comma except inspections,1341 for ewtees a approvals covered by paragraph 13 b 134.2 that cats incurred m wnnexnm with tests or mtpecnans conducted ptaawm to pamgmph 139 EJCOC GENERAL CONMOM 19104 GM adbw,) WU] 01`PORt C!QL[MM0mECXnoNsow4niw) below shall be paid as provided in sod paragraph 139 and 1343 as oheawx specifically provided in the CordtaotDocumeea. 135 If Lawlor Regulstiow of anydp�alr�� bay having to be rmpe� team l lirov dd by an lemp, otyae la mhe rgammamwe ofsuch public body CONTRACTOR shall mime full rusty Tot arr awn and obtaim4such mmpaeoons, teals or aQprotab,p�ayy aEI am an connection d wrewilk and Arnim Eh1G1[4EE12 the cer"ficalas of C6PiIRACTOR shell also r�esb[a * r approval and o4alea g and" per &H costa bn ate Awtma nh be incorporated in the Work, or of materials, aiai dames aNTsubmitted for afor c COinval prior to MORS purJaw gharmfammrpaatmn in the Work 136 If my Wak (w the work of calms) that s to be vvim�d,, tested or approved a covered by CL RACTOR wmdsxn w imen minim a xic of ENGINEER, it must, if Tegustel by ENGINEER, be uncovered fee observation. 137 Unoww�t� Wok as laid in paragraph 13 6 shell In at COATTRACTOR9 exparea mama O ONTRACrOR has given ENGINEER wooly nonce of CONTRACTORS attention to cover dim some and ENGINEER has not acted with reaammWe promptiwo in mespanwi W suchnotma Urrcetaring Wink 138 If my Work is covered comery to the written rexpr� of HATGWEER. a must, il' requested by ENGINEER, be uncovered for ENGINEERs observation andreplaced at CONTRACTORs expense 139 If ENODJEER armadas n neommy a advmeble that covered Work be observed by ENGINEER or amp ml a tasted by Odes, CONTRACTOR, at ENGINEERS ra�taS4 smell uncover earpose or otherwise make avi flable for drsmveocn, irmpeetam or tasting as ENGINEER may w*mv, drat portion of Us Work in yuastiott fumidm>g all tmcessary lat material and equipment. If it is (mini dust such Work a dafec&e CONTRACTOR sling pay all clime, wets, laatev and damages caused by mum cut of or resulting from such uncovering observation, anpe Lion and testing and of replacement a reaaetructi n, (including but not limited to all cons of repair or replacement of work of Ohms) and OWNER shall he enudedto an gWolinam decrease in the Cmnaet prwA oil, if the parties are amble to agree ss to the amount thereo( may make a clam dwrefor as provided in Article I I i( however soh Work is not food to be de0e ve OONTRAC7OR shall beallowel an mereax in the Comas Price or an extension of the Contract Tonics (or Milestones) or bath, directly murdsnah2e to inch 27 unow n t& apoaire, Observation. mutation, testing, replammerd and reconstruction. arc, if the parties we �agree, as to the ama ex ount ert. dwooL COArtNT A Cand l2may make a dram therdbr aspronded m OWNERMay0optlrrWink 1310 If the Work is dtecAw a CONTRACTOR Eder to suliply snE'wiga sdnlled wcrkara or auhLbb mataala a Document. OWNER may order CONTRA the Wok, or any portion there" or" elm i order has been, demmased; however daa no to sap de Work dmlirajt gwo nee wany d a Of OWNER. to armia to ngM fa I CONTRACTOR or any suety Or cider psty Cerrtcrba W RSmmwlefDv%*w Wank. 1311 If required by ENOINE&R, CONTRACTOR clap �a ivot tbhrimmd metallas directed. either ed oor f oom, eckwor if Work, Work has born rejected by ENGINEER, rommedtt fiat the sun and replace it with Work dint is not doorive CONTRACTOR shall pry all cledms, cost, losses and mvalmused �Wsuch ouareoal(includtppt not limited to of r¢v replacement of work of othesj 1312. Cerrerrampined 13111 If wdhm oneeee two yM afar de date of Substantial Completion or Such longer period offers as may be prescribed. Mt Lawa or Regalaboa or by the terms of now mI�um liesientsdorby any gib required by the Com the Contmed Dommnems, arty Wprovision Work a found to be deftc8v4k CONTRACTOR Ball promptly within cost to OWNER and in socordimce with OWNERS written itMructhora (i) correct such dr#kow Wak, or if it has been rejected by OWNER. remove it from the site and mph" it with Wok that is not defacove and (n) saustaatarily corrector romw¢ andx¢placeary damage to other Work or the work of others resminna therefore terms of such uiarulixxn, or in an emagehcy, whgeeraee.. ma OW�IvBR would lieve the It I" Work correctecause serious risk of too a d or de rejected Wak removed and replaced and all claims, costa, lossm and damages musd by or resulting from such removal acid replacement (including bra not limited to all costs of repair or replacement of work of Others) will be paid by CONTRACTOR 13 12 2 In "in] chnaunatmces where a particular item of equipment a placed in commomis serves before Subdemah Completion of all the Work tier correction pored for that item may cart to nos Brxn an carlier date of ao provided in the Spix4cauomn or by Written Amendment 1312 3 Where def die Wok (and damage to other i8 eieoCOaveay.COwanotsiaroaassoe(gian) wi0rYO1`FOKTCIx.UMMO1n1CA110MWm V2000 Wok tsarl der¢Gom) has been corrected, removed or MonIeea1 under this paragraph 13 12 the correction period bentunder with rcq>ea tosuch Work will be extended for an additional period of ams ye two vents after such ooaa4iou a removal and raplacanent ]%a bon setufectonly completed. Acoepmam ofDeleuive Work. 1313 If intend of co,"h rn. or r¢wovet and replacement of AOmw Wor OWNER (and, prior to ENCt1N)3'iRspre�a�tt of u paymart, also cc aliaso s pay sill ci;na,LcR mows, and damages MuRutsble to OWNERS ashamxi of and Chia ia a ma sty r re nsect to cm, and, if dip are Sable to Ogre a to dare4 Oti y make a clams derdam in Article 11 If the acceptance occurs after iaraimmn an aoaromam amount will be nerd OWNER May Centel Defective Wick. 1314 If CONTRACTOR fade wndrn a reasonable time of carmen nonce tram RNOINM to con ct drfrcivt Work or to remove andmtplace axed Work as mpmrod by ENOINEbR inamordmm wadi paragraph 1311 or of CONTRACTOR fads to perform the Work in accordance wah the Contract Downer" a if CONTRACTOR fails m comply with any other provision of the Contract Tmcur amm OWNER may after seven days' written nonce to CONTRACTOR, correct and remedy any such defieeney In exa cusiv the rights and remedies under this paragraph OWNER adall proceed ayedmously In eomecum with Such corrective and remedial action, OWNERmay mhideCONTRACfORfroin all apart of Possession aK take posseon of all or part of the Wak and susprnd O ONTRACTORs service; related Osman, take possession of CONTRACTORS toils, apldanom, ewamtetion equipment and michmery at the sit¢ earl incorporate in the Work all materials and equipment stored at the site or for which OWNER. has paid CONTRACTOR but which are stored elsewhere CONTRACTOR atoll allow OWNER, OWNERS rep-oni mm, agents and era�]oycm, OWNERS other contractors and ENOINEER and EQGINEERh Consultant access to the ate to cable OWNER to exercise the rights and remedies under the paragraph All cleans, cost, Imsm and damages maned a sustamed by OWNFR in exaroang amh rights and rc mad is will be charged Spent CONTRACTOR and a Charge Order will be issued mcorporatmg the necessary revisions at the Contract Document with respect to doe Work and OWNER shaft be whaled to an appminme decrease in the Contract Rice and tithe pica are unable to ages m to the Mount thereof OWI�t may make a clam therefor m provided m Article I1 Such claims, case, losse and 1 2 C3 n Construction Document Ordering Instructions (Download a complete Plan➢7ell 4 0 Ordering Guide from www planwell com) GO TO www mercury-ldo com SELECT Denver Links Plan Well auvww+. a.�.�um U PlmtMhN MhrN awo d �« srnD SELECT Public Planroom GO Mercury/lDO Colorado Plan*el� 9a1 I r$odDiggalDotbmq J wgameart&DMributlon 'nNdv Pkmrooms User Name Pasawom two loraeawrnwwmtli Natynwmleaa �wnrr No lopin 9xpyatl DYIIIR4 SLIv[taIdS�iaW I '} rnade easy Woo Aaef6rlt9aMflHI90nM JJ II M " .��yNt�u—asuwuv SELECT the desired Pro]ect Number from the list Rev 10/20/07 Section 00020 Page 3 damages will include but net be luttted to all of repair or replacement of wank of others destroyed or da"m ed omocoo14 removal or replacement of CO ad d*crfisr Work CONTRACTOR shag not be allowed an eatgmon of the Contrast Times (a lastar� bemuse of any delay m mine of the Walt he to the exermebyoV�fOtt4QER's rigAh and mmedas hereutdar ARTICLE '110NAY1NENT$ TO CONTRACTOR AND COUTU A*edMM dfVdia" 141 The wherdde otvaluesesmbkAicd m pravnded in careamuh 2 9Wha uwnoiatpsoerr�ve as dw bow for program peyma m n fix Payment amepiabkt to ENad OPaymentspaymws no seecrm Of Unit Price Work vM a ran die mmbar of unks cmpta4d APPUCad aforprosr Psymear 141 Ar least iweity drys before the dsteestablished for each program peymem (but not arms often than one a moW CONTRACTOR shall submit to ENGINEER for review an for P%val m filled out and sighed by CONTRA OR aweamg tM Wrist completed as of that slam of the Application and accompanied by such supporting dommcntatim as a reVired by the Contract Documents, If payment a rogdiatcel on the boss of mator" and equipment not uaxxpormat in the Wmk but delivered and siumby stoed at the ante or at another locatm Want to in writing, the Andaabm for Paymort stall also be accompanied by a bill of sale invoice or other documentation warranting that OWNER has received the minerals and twipmea fiee and edam of all Laos and evidence that the materials and wpnpment are covered by appropnste�drty test aiae and odic arrangements to pruned 's merest theaeem, all of which will N satisfactory to OWNIIL The mocent of remimge with respect to progress paYmams will be as atipulmed in the CONTRACTOR a Warr uaty of Ili& 143 CONTRACTOR warrants and guarantees that title to all Work, mammals and etaupment covered by any Application for Payment, whether mcapmated in the Pmiect or rat, will pass to OWNER no lacer than the time of payment five and elm of all Licte. Review ofAptrnodossfarProgrm Payment 14 4 ENGINEER will, within ten days ants, Te,erpt of each Application for Payment, ather indicate in writing a taoanmemiattm of payment and preset the TAAIppbotion to OWNER in w or return the to CONTTRXCTOR metalling AIV EKG i reaum for m recommend psylsem. In the knee wsa,. CbNTRACT may make ilia racessay corrections surd resubmit the Application. Ten days altar par taunt of the Appbmtiot for PT to GUfiIER weidr hNGINEBIt� recommendation tihliaa amamt recommended will (an4loa to the proenadm of the last santeree of p�a ph 14 7) become do rand wia n dim wall 6a pad by 0 to CONTRACTOR 145 ENGINM'n mmmmendmion of any pa)"ent rayuesoed in on Application for payment will constitute a otation by ENGINEER to OWNER, based m CRIVER'b m,nta obemvatmn of the ePsa4d Work men adquehfadd�n anted erdm ENG 5a raa:wof dra AAppp�haatim for art anal the eaeaotpzeanrr;4 data and odxwie4 that 10 flit brat Of EN67NBRR's an wledge urfamahmaadbolief 14 51 the Work has progressed to the pore vabcsmd, 1452, the quality of the Work a gaveraly in a m m with the Calmat Ducts n s(e Ito aft print to a upon Substantial Completion, to the results of my mbsegaart tests Called for in the Contract Documents, to a final detatmmanrSn of antrum and clasaficatiom for Unit Prix Wok under paragraph 9 lit will to any odw qualifications stated in the mommatidauos} and 14 53 the conditions precedent to CONTRACTORS being mottled to such payment appear to have been fulfilled umfar as it a ENGINEER's responsibility to observe the Wok However by rxonrmerding any such payment ENGINEER will not thereby be deemed to have repramted that. W exhaustive a eonumous m 4ite mepeenoa have been made to drank the quality or the quanmy of the Work beyond the responsibilities speofrdally, assigned to ENGOMER. an the Contract Documents a (i) that there may not be other matters a naves between the points that might ends CONTRACTOR to to paid addmoail OWNER a rattle OWNER. to withhold payment to OWNER 146 ENGR4E131R's remmmendahm of my payment including final payment, shall not man that ENGINEER atresponstt fa CONTRACTORS means, medx& tmhnrgnaa„ sequencer a procedures of construction a the safely precautions and programs modem thereto a for fmlrue of CONTRACTOR to molly with Laws and B1 Regulation applicable to the, burnishing or perfoviance of Work, orfor any flame of CONTRACTOR to perfmn or tumrsh Work in accordance with the Contredt Documents. 147 ENGINEER may refuse to recommend the whole or any Pat of MY Payment If. m ENGINEER'S option. A would be incorrect to make the representations to hrCDCI31WERALCONDMOM t9l" U99andtmm) 29 pa1(3rY0FFORTC(xA MM0DIFICATJ0M%EV4R(XV) OWNER roferrod to m pat�taph 14 5 ENGINEER may also refuse to voCcmmendany such paymad,<r because of mbsequmttY discovered axlmnce or the rauka of subsapam unpocttms or tests, nullify my such payment p "m sly reco marxle$ to such cams as may be necessary in ENG1NRIR§ opmnorh to preset OWNER Gam lea beaux 1471 the Work is dochm or completed Work has bemn dmnagedracprng mmadtm a repaomnemt. 1472. the Contract Prise has been reduced by Written Amendment or Change Order 1473 OWNER ham been Fey mad to correct dejkavr Work or complain Work m acowasmes )VA paragraph 1314 or 1474 ENGINEER has actual knowledge of the oo=Mrce of arty of the watts associated in paragraphs IS 2 1 through IS 2.4 or ustre raocemaatdedrby BNGrehire �INERR make Inxrm ent of the fu8 amount M73 slams bare hems made agausa OWNER an cmrt aoofCONTRACT0ltspwformaax a firming. of the Work, 1476 Lima have been filed in camcc uon wth the Were, mop where CONTRACTOR has delivered a spedtfie Bard a ttActory to OWNER to secure the satdaitwnand dichmge of such Limit, 1477 tememotherrtomsenmdigOW141Rtosset- off agauitthe amount reomi men" or 14 7 8 OWNER has actual knowledge of the occurrence of any of the warns erm crested in peragmphs 14 71 through 14 7 3 or paragraphs 15 2 1 through 15 2 4 ahchnmvc but OWNER must gwe CONTRACTOR ammedame written rK*w (with a copy to ENGINEER) catmg the rasore for such action and promptly hay CONTRACTOR the mmomt so wthhekt a any seyuamme thereto agreed to by OWNER and CONTRACTOR. when CONTRACTOR crracs to OWNFRa smsfactim the ransom for such scram 55nkmafid Complenae 148 When CONTRACTOR minders the Greve Wok ready for its intended use CONTRACTOR slot ratty OWNER and ENGINEER m wrhu tat the cave Wok h by COis NT1LACfOR as ticonowept�am andor SpecdiixpLst that B3fi[:R. Substantial te9uple that ENG issue a omidwate td Sulamhdai Cnmplenm Within a reasonable time thereafter OWNER, CONTRACTOR and ENGINEER shall make an mspecvar of the Work to determine tin sates of completion. If BNGINBER does not consider the Wei; wbsmtmalhy complete ENGMMM wig notify CONTRACTOR in writing giving the reasons thereto If ENGINEER 30 EJCi)C0109 & CONMUO"b 191P8099 E&M) w/LIl ()FF0al COLLtte MMMCAn0M0MNV2M) considers the Wort sabsmnmally wmpktc, ENGINEER writ and deliver to OWNER a temism arhate fic Of �al Campletw whneh shalt fix the date of Satuanhal Completer. There stall be attached to the certi6arm a ttNWtve his of hams to be oaapleted ar coneatatlbellml alpaymcot OWNERah Usureaven days after reoW of Noe aea�vsa m e outdone during which to make wrom objeshrm to ENORMER as to airy afkr oma such ob}eotraa, ENGINEER casnithd that the Woek is net aubaptmalty complete, ENGDM wilt wdmh fcuteenisils asummoner, oner, of the tttaatie mrai"iaa to O holy CONTRACTOR in wntmg, Manlie ressom dj=for 1k after emadeatim of f 1 'a objxmas, ENGINEER considers the Work erkkmrdalty amtpetc, ENGINEER will Within, said fimrmen a excc le and deltvor to OWNER and CONTRACTOR a dAmmic caufiam of Sul amtal Camplahm (with a Famed tentative lit of dams to be campated a eorramd} re sbdh charges from the tentative mthfitnsa es believes aftermrmderatio n of arty objections g'mh 0 At to time of dalrvsry of the Wmaix" camficate of 3tlsbimal RNGMM wtt deliver to OWNER and OR a written recmametdaiaa as to dwadm of am fret pepect between o and RACT R ouch reaped ten aaamy apmmhm, safety mhaiNennnca hat, uWahes, umhraone and weamrma aol gaamttteee Udeas OWNER and CONTRACTOR agree mhmwme in wlvnnttmvggand so sfam ENGINEER inwrmng prior to ENGR4F3iR'a isurtg the dofinievo arnfiate of Substantial CM Cum, ENGINEBRs afamald recommendation will be a8 on OWNER and CONTRACTOR until foal payment. 149 OWNER shall have is right to aedude CONTRACTOR from the Work mkir ds dam of Smbstmtml Completion, but OWNER "H allow CONTRACTOR reasonable access to complete or correct items no the tentative lit. Pmtfal ildbwdon. 1410 Ike by OWNER at OWNERs option of any substmamtly mmplemd part or the Work which. (i) has speafsalen identifiedip identifiedinDocuments.the Contract Documents. a (it)04YNEfi. ENGINEER and CONTRACTOR agree mritnuas a separately fmmmmrrg�g and usable part of the Work that can be used by OWI4Plt for nn n knkd Put" wtttout Significant uYerfmmnce with CONTRACTORs peribmance of the neranxler of the Work, may be acccapbshed prior to Substantial Completoh of at tha Wak subject to the Rdlowmg 14 10 1 OWNER at my time may mWera CONTRACTOR in writing to permit OWNER to use any such pert of the Work wh %h OWNER believes to be ready for its hmauied use and substantially mmtw 1f CONTRACTOR agrees that such p r of the Wodc s subsmsmily complete, CONTRACTOR will certify to OWNER and ENGINEER that such part ofthe Wak is substantially complete and requests ENGINEER to awe a cxmficak of Substantial Completion kr that pert of the Wak in 9 the Work to determine Its states pa vo If be substantially . INGINEERdisonotoonsak=f will no* OWNER and CONTRACTOR in wrmmII, Swung the re�sonsdweRr ifSN(3IIJRRR orsdeathet partoP elm Wok to be substantially oom*i% the ptaviwo� o(paroVophs 14 8 and 149 will apply w0h respect to =UO"[ton of Substantial Cb n dmn of that part of the Work and the dtrnsat of reaporatdty in respect tlnetml'and awxsc tf icicle 14 of Pam Of Now ma�p of the Wok will be aaknm Puts to with the requirement; of paragraph 515 in respect of property matoance FTard lwaptebw. 1411 lhtatt vwlttal nonce from CONTRACTOR that the mace cite or an agreed panes thereof a oon eta T NOR49M will make a final rat with O and CONTRACTOR and will mna fy CONTRACTOR in writing of all particulars in which ttaa aapechm mmis that the Wok is moanplea or dtIscove. CONTRACTOR shall rmmedwtaly rake such measures as era Memory to complete such work or remedy such deficiencies. FladAppfl WOnjarPgymesa. 1412 After CONTRACTOR has completed all such corrections to the samsfacuon of ENGINEER and delivered in accordance with the Contract Documents all maintenance and operaun$ aamoeoom wheludes, guamffieea. Dmtk, certificates or other VXk= of aowevoo recpmed by pazagnaph54 certificates of mme epacuum rkad- p record ddaac�u� arts (w prwakd in paragraph Gl9) and other documents. CONTRACTOR now make ammisabon for final torment fdlowma the a doc umentation ettati called farm ocumarAk including but out betted to Us of the insurance required by r h5413 suety f any payment, and in connection with the Work In lieu of such releases or wawa of titan and as approved by OWNER, CONTRACTOR may furnish sects or releases in full rvoinqu fix Much aaLlabor all Llm emkl be Mod, and (1r}el��mm m ncral andindebtedness connected with the W k for which OWNER or OWNEWs, property might many way be res}wmble have been pad or otiherwna smsfiul If atp Subcontractor or Supplier fonts aXbC(Aa4AA1,00NJX 110M 1910-8 t19" Bd[wo cal CITY OF FORT �M MODIRMIONS OMY 4aM) Fond Aaymat rend Aacepraacx. 1413 If on the hams of EM NEWS observation of the Wok deoup construction and fail uaryeMa(M. and i TGINBBRi review of the final Awmition for payment end aamaparrymg documentation as reymreJ by the CM*ao Iyaument4 HNGINHM is moafied tint the Work has been completed and CONTRACTO R's other ob Sias nmdor the Contrast Documents have been Uil al,1ir OWER tall• wnbntet dayysa after raxrpt of Ua find Application, for payment odrate in writing UNG1NHE RS recommendation of poymam and {resent the AtubcWm to OWNER for payment At the Sartre lima GR4b'HR will also give wrtlmn notine to OWNER and CONTRACTOR that the Wok is acceptable adyect in the provtsms of paragraph I415 Otherwise, M400 8R will retain the Application to CONTRACTOR, uxhmtmg in wramg the reaetxm for mflo�oig m tarnnmedi Real payment, m wMch case C MI RACTOR shell [nuke the naenmy arrachore and resulmatre Applrcahon. Thmydoysafter Fasmtauotm OWNER of the Application and accompan7ang dommeramon, m appropriate form and mhaanana end with BNGINMs recommendation and noose of acceptability the am" recommended by ENGINEER will become due and will be paid lei OWNER to subicut to nerearanb r r o 2 of lase 9arxosl �Ittmlaas 1414 It th mgh no [atilt of CONTRACTOR final completion of the Work is aghifio"Z delayed and if BNGDJEER so continue, OWNER stall, upon rccenpt of CONTRACTORS final Applicahar for pnymem am recommendation of EMINEER• and without terminating the portion a(@ww Wok fellycam f the talence due kt that led If the daaamtg balance to beyheld by OWNER nd f Work not fully completed a corrected is less than the retavoge supulated in the Agreement and it Bonds have been furnished as rMmed in puragmph 5 1 the written consent of the suroty to the at orthe he balance due for that patron of the Wok ly oomdcand sax shall be submitted by CONTRACTO to [NO with the Apphamom for such payment Such payment shall be made reeler the terms and conditions governing final payment• except that it shall not corstau e a waiver of claims. Wwww o%C7orms 141$ The making and uaeptawe of final payment will constitute 14 15 1 a waiver of all clams by OW%R agamat CONTRACTOR except mesas im" foam unsettled 1 tens, time defective Work uppemvag after Ul final inspection pursuant to penionph 14 11 from failure tocrisply swath the Comsat Documents or the tervis of from CONTRA dbeeaatnublg oMippdom i 4 kar the Coutrian ocumetut and 1415.2 A waiver of all claims by CONTRACTOR egad OWNER ishar Om those previously mach as r 13.1 At may mine and withal sumo OWNER may aupendths Work a aid pauarcthretsrCa a paiorl of not mass awe ninety eL�yyaa t1}�y nsba m wrrteg to CONTRACTOR and E74G1NELtR wboh will tic the data as which Work will be rewned. COMRAOtOR shell resume the Work en this date so fixed CONTRACTOR shell be allcwtd an a4maimsent in the Coriman n Price or an ciamsm or this Contract Tim s, or bath, directly smilitnable to say such xvipawm if CONTRACTOR mdtea an approved chum therefor m provided n Articles 11 and 12 OWNER May Tvwdeavra 15 2. Upon the occurrence or any one or more of she following events 1521 d CONTRACTOR Cn eritlyfails to perform this Work inasxxadmce with the Comract Dacumems (umludmg but not Invited to. kit= to supply mffiemt skilled workers or mutable maermls or eapmpmem or fviture to adhere to the program schedule established under peragmph29 as adlustat from time to tee pursue[ toparaWsph 66) 1522, if CONTRACTOR dhvogsrds Laws or ReStdonoreof any public boy fa"jurvi haion, 1523 if CONTRACTOR disregards she outhaay of ENGINEER, a 1524 d CONTRACIOR otherwee violmtes many smbstantal my my provisions of the Contract .Documents, OWNER may after grvug CONTRACTOR (and the suety if cry) seven days' written etas and to the extent tted by Laws and offCCOiNTRAACTOR. excl� CONf CONTRACTOR from the starrunme the orts and take possession of the Work and of all CONTRACTORS took apphunces, c warnincn equrpmcut and machinery d the site and sere the same to de full cident they could be used by CONTRACTOR (wimism babihty m CONTRACTOR Tor treshnu or aomersaoQ, so mpoate in the Work on matenials and equipment stored at the site or for winch OWNER hes prod 32 MCDCOMMA.CONMI10M 191"(IM Edam) err aWD FORT COLUM M®it'ICAMNS(REV V2 W) CONTRACTOR but witch as steed elpewhere, and frunh the Wotk wOWNER may deem expedte[R Insuch ease CONTRACTOR shag not be entitled to remove a�v Author payma s tmhl the Work is f+mshii& If the mhpaid babuice of dhe Cornet Rice exceeds all clauses caste Issas mad damages aotarmd by OWNER arming out of or rsulhm from complatmB the Work such excess will be to asiim cry ngtds a remedies tAiBR shell not be tailored to &e Weak psfonmak 133 Whom CONTRACTORsscivices have been an somone eel by OWNER, the mmmabm wilt not affect airy rglm a ruma�es of OWNER agahmt CONTRACTOR the eshstmg a which may tlereaflu seems Any rstemma or payment of ram" due CONTRACTOR CONTRAC:TOR.frm hahla OWNER will not reker. 154 Upon seven Nwinters action to O[41NFM OWNER y CONTRACTOR aid BN wsmemo mo and without prejudice e to any od t� a remedy of OWNER, elect to terminate the Api emert. in such case CONTRACTOR shelf be pad (Wabout duplicatxons of any demaj 1341 for completed and acceptable Work exacnced in accordance with the Cotmact Oonhmama pr+or to the effecbve date of mrmos. aboisadudi g fair and reasonable sums for overhead and profit ces such Work 1542 rut exQrmses suaaved prwr to elm etTecnve hero of termumtron sit perfomuif services and fUmsWM labor materials or ale coat as r apse tad by the Construct Documents in connection with uncompleted Work, plus for and reasonable axes for mahamd ralprofit on such expatmas, 1543 for all dams took losses and darmmpes Incurred m Sommsu of terminated contracts with SubcommilaM Suppliena and diem, and 1544 for reasormble espouses directly onbutable to termination CONTRACTOR shelf not be paid on account of Ion of anticipated profits or revenue or otter economic loas arising at of or raminrtg from medhtarrimatrrm CONTR ICTOR May Map Wmk er Temmwte 155 1( t�oughno act. orfault of CONTRACTOR, the Work is d for a period of more then sanely days by OWNER or ads an order of court or other public authority or hNGINEER fails to act on any Application fix Payment without thirty days after it a submitted or OWNER fads Ru thirty days to pay CONTRACT OR any sum finally determined to be die. may upon seven daye written n 24GINEER. and pervaded OMM remedy such suspeemm a lath terminate the Agroement and m revmart m fbe sears terms as may to any other M cr remedy d JiNOlNtifslt has Jaded to act an an AppLtaban grPayraadwYMn thirty drys enter r it a smbuntned, or OWNER has faded for ihrty days to CONTRACTOR any sum finally undermined to be due. CONTRACTOR may upon seven dayse wr tea notice to OWNIM and SNGVEER. shy the Work mad jpaeymera of all skh amounts &a CONTRACTOR, atdudmg ttdees thanarn The provisions of this pa 115 as net tinseled to pmaade CONTRACTOR taakmg oleaa under Articles 11 and 12 form mamsa in Contract Price or Contract Times or otherwise for expenses or damage directly anrrbuhaNe to CONTRACTORS emppmg Welk as pemtted by dusparagrapih ARI7CLS 16—I3T9PM RESOLUTION If and to the sea" that OWNER and OONTRACTOR have agreed on to method and procedure for resolving disputes between than that may mist under this Aareencnt, such dtsprmc revohmon meted and procedure d_.ahy 4s11 be as as rich m E*bjtGOA, "De+imte Roselution AVveracre to be snatched hereto, and made a pan hereof if no such ego on the method and pmeedum for msolving earth tin has been reached, and subject to the provisions of pmagmphs 91 O. 9 It and 912 OWNER and CONTRACTOR may Nerds such rgha or ronehes as either may otherwise have under the Contract Documems or by Lawsor Regulations in respect of any dnpda ARTICLE 17-1vIISCELL414EOUS awnsmake 171 Whenever any provision of the Contract 73acumrtas requites the giving of written notice, d will be dermal m lave beak vabdly given if delivered in person to the vahvWwl or to a member of the fim or to an officer M the corporation for whom a is attended, a if delivered at or sent by registered or certified mail, postage pmpmd to the as busmessaddrss ktmwn to the gtverof the notice 171 Con"tahan of Time 172 1 When any period of time is refined to in the Contract Documents by days, it will be computtd to arJude the fist and include to last day of sub parrot If the last day M m side penwd fags on a Saturday or Sunday a on a dory mado a legal holiday by the law of the applicable junsdwuon, such day swill be ommed from the cmhp cation H)CDCaANFSIAL CONDITtOM lwrea t1"0 adH,wt W C111' OFFORTM WM MMUICAIi NS ai.N 4ROW} 172.2 Acalendar say of twenty for harts measured from midnight to the tract midnight will cormMute a day Notice OfCfemh. 173 Should OWNER in CONTRACTOR suffer mjmy or damage to person a property beams of any error ="amn or act of ohs other party or of any M de now parry's employes a agetaa or norms fo whose so the orbs pity n legally lob* cam will be made invmtng to the afaerparty within a remittable time of tlm Got obrervahca of such k* uy or damage The pronsoa of that paragraph.173 still not be amnuued to a a *#rang for a a Waver of thepvovve naa Mary applwableateune 174 The duties and obligptRds imposed by these Ostend Can6naa aid ors rights and remedies av�o heremder to the parties hwan and, in paawlat but wahout hmdann, the warranties, gummow and obligations iposed paneg,aphs612ah 636336 1 632, f 1M1s13 14 3 and 15 2 and aR of the Yoft abe=ad* available to OWNER and EMINM t ennui er, ear in addition to and am not to be construed in any way as a limitation of, any rglas and remedies available to any or all of them which am otherwise nnpaool or avail" by Laws or Regatatnons by spinal Wammy or Warrantor or by othe as etmcme av they apply Pmjesulan al Feactnd COnnt C"ladaded. 175 Whenever reference is mink to canna, costs, losses and damages" it shall mchWe in each case, but not be landed to all fees and charges M aW eao. moateots, attorneys add other professionals and all cast a arbitration of other depute resoMtoncosa. l_7C_31iLlgwsp� _,Seta M Colamdo enoly to the AgMagied R _ e Moe, to tWu pre stand Cutom ,ayitutae are as follows. t I 1 _..mom..- 33 34 ERIOCOEMRn CONENMOM 1910-$(IM b&.) WIC] OF FORT MLLIN9 MMWCAllOV (REVd WU) (Oapage Icdblank mtaAmnally) hAML OM"ALCONDWnO 319104 35 W CITY OF FORT WLLIM MWIRCAMM OLbV 4nM) 36 SJCOCORQTY L CONDIMOM 1910$(1"06(Rmn) wJ CITY OF FORT COLUM MCMFICAMOM (RLN 4nM) EXHIffiT GC -A to General Conditions of the Construction Contract Between OWNER and CONTRACTOR OWNER and COIITTRACTOR hereby now Oat Artole 16 of the 00" Crindlitit» of the Canwewrn Contact betwun OWNER mad NT am to Maude b Onfu7ng ofA�a 16.1 At alum; disputes and other matters in quash= batsman OWNER. and CONTRACTOR can of a raising to the Camas Documents ar Ore b . torcof (oxmpt fiR ofaalo whkhph have been waived by the apph 14am ��0 beedmwdcd�by"arMwn m accorderme with the Cu mmmr n Irdu4ry Arbitrates Rules of the Amman Adaip hat Amamation don asaam,R, sailed to the limitations agreement an to itibursic and my On Aibe cla 16. This other on to arbrmata aedarsd taro in a ocTdmwro earth a as provided in the Arade 16 wit be fiaodb lly rcrabie underthe premiling law of anyeosrr haanglurmdicbm 162 No demand for arbmatwn of any or mho Metal that a required to be fiNGINffit malty for decaon in acca ran wmmt 1SNUINKtiK has Tendered a written dectmm or (b) the thaty lust dapp allot the parties have presented their evidence ro ENG)Nh R if a wrmmt decision has not been tendered by ENGTNEhit before Oat date No demand for arbitration of own ch clean dopua or other maser will be me& ism Orin thirty days alter the date on which bNOTNEER has rendered a written damwn in r t thaeof in accordance with pameph 911 and the f e to demand arbitration within said slaty derys' period will result inENGINEER's decrson being feel and loading upon OWNER and CONTRACTOR If INGINEER realm a decision altar adommon prommdmya have been trimmed. K such daemon may be entered as aTdmme bon will nit supersede tha arbitration proceedahgs, similar where the decagon is, acceptable tothe pmvas contained No demand fir anbhtration of rimy wrwaa decamm of PNGINFFR tendered in accedence with parvit 910 will be made later than ten days agar the pony as such demand has delivered written notice of intention to appeal as provided m paragraph 910 163 Notice of the demand for arbitration call be filed in writing with the other party to the Agreement and with the Amman Arbitration. Assomahon and a copy will be see to ENGINEER for information. The demand for mbihatnar will be made within thenIhutyy.lay or ten�e� pod specified in 16 2 as appbable, and m a l oche cases within a reasonable time after the clamp, dispute or mho matte in question has more, and in an event shelf any such demand be merle afar the date when institution of kW or equitable proaedage basal on such claim dispute or other matter in qu rtson would be barred by the applicable statute of lm unuma EXDCOENEM COM17IONS 191aa prla$ai,aw Wr1Tf OF FORT COLUMMOOIFICATTOM(Ra "9) 16 4 Isttept as provided in h 165 below anaibmaton Maine out of or m to the Crashed Do m en s shall Maude by consohdation, loader or in any other mammr eemryry athm person o anttty (mdhdiag ENGINIMM, ENGINEERS Consultant and the offices, duames, agmu, employees or carmdtarra of arty of them) who a not a party tolhs matted unku 16 4 I the mclum in of such new person or entity a necessary it complete MW a to be affarded among those Who am already parbur to the arbitration, and. 1642. such other person or eamty is ailamnhelly evolved in a questimof low or each which a common to 0gse who are already peeves to the arbitration and which will were in such paoaxdng3 srd 16.43 tha written oaaee of the otherpet a adtty am& to be ha tided anal of CW3V8R Z CONTRACTOR has been ohaaed for such mcladan, which present shalt make specific rdermoe M the Pat lost on soh consent aba11 oamfmrte commit. to =on of any di" tar spe4fically dumbed in salt canxm ar to mamanah with any party not specifically idmmfed in such coons 16 5 Notwithstanding paragraph 16 4 if a chum dispute o Chien Matta in question between OWNER aril CONTRACTOR involves the Wok of a Subcontractor rather OWNER or CONTRACTOR may join such Suhcmmemorasa party to the arhaati n bansame OWNER and CONTRACTOR horeu,der CONTRACTOR shall Maude in all subcca mms required by paragraph 611 a Specific provamn whereby the Subcontractor common to bang homed in an arlVion between OWNER and CONTRACTOR involving the Work of such Subcontractor Nodumg in fins paragraph 16 S tax in the provision of such subcontract containing to larder shalt aeata any clamp ngbi or cruse of actnai in favor of Subcontractor and egamst OWNER, ENGINEER o ENGINMRsContuhems thatdoesnot otherwise exert 166 The sward rendered by the abitiatos will be final ludgmma may be entered upon it in soy cart having lurudietior thereof: and it will iwt be subject to modification a appeal 16 7 OWNER end CONTRACTOR agree that they shall firm subs any and all wisettled clans. counterclaims, daspotes sad other mattes inrpho{wrt between than anions out of or relamg to the Contract Documents or the breach thereof Cdnaputes"), to mahetdn by the American Arbitrmon Asasoeaton under the Construction hahmtsy Medation Ruler of the Amman Arbamtion Association prior to either of pawn tmnmmg against the other a demand for wbitri on pummel to paragraphs 161 through 166 unless delay in maiming arbitration would mevoca ly }reludoe om of the pamat The respective tarty, and ton day tune limits within which to file a demand for rebmstion as provided in paragraphs 16 2 and 16 3 above shall be suspendedwith respect to a diTme sukmnted M melons wnhti those same applicable tune lease and shall nemmn suspended until ton days after the tem rnatmn mite awaston the mediator of any dtsputc subimtted to mediation under this Agreement shall rot serve as arbitrator of such dispute unless otherivme agreed GC At FJ=OFMRAL CONDMON41910$ (1990E6bm) w/ CITY OF FORT COLLINSMODIFICATIONS OW 9/M) GC Ai SE 5 CLICK Most Current Set to View the list of documents available for the project 0reer items by dickl'o the cart Peen 5[at pbg �du ld rt5 t �'` Most Current SetWM 10 Most current set mof 12/i2i2ops 14 44 opmo ihn i uIssue set Ni T aRByision 1 B`RevPsion 2 y7 Bea V Issue set 7/29/2002 Architectural 2036 LBW ®A2 V Issue Set 7/29/2002 Architectural 24X36 LBW ®A3 W Revis on 2 2/10/2004 NchRedural 2036 LBW 2e3 V Issue Set 7/29/2002 Architectural 24X36 LBW in ®A.5 iii Revision 1 11/12/2003 NchRectural 24X36 LBW 6 CLICK Sheet No to view) 7 CLICK to add a specific document to your Shopp ng Cart 8 CLICK [---St—art-M-y--0—rd-e-r--1 to place the order for printing 9 REGISTER -or- LOGIN 10 SELECT Process -Media, Output Size and Binding options 11 ENTER Job Number and PO information then click Next 12 REVIEW Recipient information 13 ENTER Quantities 14 CLICK the down arrow to populate order 15 SELECT Delivery options and Due time 16 ENTER Your phone number in the special instructions box 17 CLICK Next 18 REVIEW order 19 CLICK SUBMIT Planwell contact 970-691-2201 Rev 10h20/07 Section 00020 Page 4 SECTION 00800 SUPPLEMENTARY CONDITIONS SECTION 00800 SUPPLEMENTARY CONDITIONS Conditions of the Contract These Supplementary Conditions amend or supplement the General Conditions of the Construction Contract (EJCDC General Conditions 1910-8 1990 edition with City of Fort Collins modifications) and other provisions of the Contract Documents as indicated below SC-4 2 Subsurface and Physical Conditions A 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 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 CTL Thompson April 2, 2008 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 Rev10/20/07 Section 00800 Page 1 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 9This 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 N/A days lost due to abnormal weather conditions Rev 10/20/07 Section 00800 Page 2 SECTION 00900 ADDENDA MODIFICATIONS AND PAYMENT 00950 Contract Change Order 00960 Application for Payment Rev 10/20/07 SECTION 00950 CHANGE ORDER NO PROJECT TITLE CONTRACTOR PROJECT NUMBER DESCRIPTION 1 Reason for change 2 Description of Change 3 Change in Contract Cost 4 Change in Contract Time ORIGINAL CONTRACT COST $ 00 TOTAL APPROVED CHANGE ORDER 0 00 TOTAL PENDING CHANGE ORDER 0 00 TOTAL THIS CHANGE ORDER 0 00 TOTAL % OF THIS CHANGE ORDER TOTAL C 0 % OF ORIGNINAL CONTRACT ADJUSTED CONTRACT COST $ 0 00 (Assuming all change orders approved) ACCEPTED BY DATE Contractor's Representative ACCEPTED BY DATE Project Manager REVIEWED BY DATE Title APPROVED BY DATE Title APPROVED BY DATE Purchasing Agent over $30 000 cc City Clerk Contractor Project File Architect Engineer Purchasing Rev 10120/07 Section 00950 Page 1 NUMBER 1 2 3 6eccion UV7bV APPLICATION FOR PAYMENT PAGE 1 OF 4 OWNER City of Fort Collins PROJECT APPLICATION NUMBER APPLICATION DATE PERIOD BEGINNING ENGINEER CONTRACTOR PERIOD ENDING PROJECT NUMBER CHANGE ORDERS Application is made for Payment as shown below in connection with Contract DATE The present status of the account for this Contract is as AMOUNT follows Original Contract Amount Net Change by Change Order Current contract Amount Total Completed and Stored to Date Less Previous Applications Amount Due this Application BeforeRetainage Less Retainage Net Change by Change Order $0 00 1 AMOUNT DUE THIS APPLICATION CERTIFICATION The undersigned CONTRACTOR certifies that all obligations of CONTRACTOR incurred in connection with the Work have been satisfied as required in Paragraph 14 3 of the General Conditions of the Contract The above Amount Due This Application is requested by the CONTRACTOR Date By Payment of the above Amount Due This Application is recommended by the ENGINEER Date By Payment of the above Amount Due This Application has been reviewed by the OWNER S Protect Manager Date By Payment of the above Amount Due This Application is approved by the OWNER Date By Rev 10/20/07 Section 00960 Page 1 $0 00 $0 00 $0 00 APPLICATION FOR CONTRACTAMOUNTS PAYMENT PAGE 2OF4 Work Work Work Completed Completed Completed Stored This Previous To Bid Month Periods Date Materials Total Item This Earned Percent Unit Number Description Quantity Units Price Amount Qty Amount Qty Amount Qty Amount Period To Date Billed $0 00 $0 00 $0 00 $0 00 $0 00 $0 00 $0 00 $0 00 $0 00 $0 00 $0 00 $0 00 $0 00 $0 00 $0 00 $0 00 $0 00 $0 00 $0 00 $0 00 $0 00 $0 00 $0 00 $0 00 $0 00 $0 00 $0 00 $0 00 $0 00 $0 00 $0 00 $0 00 $0 00 $0 00 $0 00 $0 00 $0 00 $0 00 $0 00 $0 00 $0 00 $0 00 $0 00 $0 00 $0 00 $0 00 $0 00 $0 00 $0 00 $0 00 $0 00 $0 00 $0 00 $0 00 $0 00 $0 00 $0 00 $0 00 $0 00 $0 00 $0 00 $0 00 $0 00 $0 00 $0 00 $0 00 $0 00 $0 00 $0 00 $0 00 $0 00 $0 00 $0 00 $0 00 $0 00 $0 00 $0 00 $0 00 $0 00 $0 00 $0 00 $0 00 $0 00 $0 00 $0 00 $0 00 $0 00 $0 00 $0 00 $0 00 $0 00 $0 00 $0 00 $0 00 $0 00 $0 00 $0 00 $0 00 $0 00 $0 00 $0 00 $0 00 $0 00 $0 00 $0 00 $0 00 $0 00 $0 00 $0 00 $0 00 $0 00 $0 00 $0 00 $0 00 $0 00 $0 00 $0 00 $0 00 $0 00 $0 00 $0 00 $0 00 $0 00 $0 00 $0 00 $0 00 $0 00 $0 00 $0 00 $0 00 $0 00 $0 00 $0 00 $0 00 $0 00 $0 00 $0 00 $0 00 $0 00 $0 00 $0 00 $0 00 $0 00 $0 00 $0 00 $0 00 $0 00 $0 00 $0 00 $0 00 $0 00 $0 00 $0 00 $0 00 $0 00 $0 00 $0 00 $0 00 $0 00 $0 00 $0 00 $0 00 $0 00 $0 00 $0 00 TOTALS $0 00 $0 00 $0 00 $0 00 $0 00 Section 00960 Page 2 CHANGE ORDERS APPLICATION FOR PAYMENT PAGE 3 OF 4 Work Work Work Completed Completed Completed Stored This Previous To Bid Month Periods Date Materials Total Item This Earned Percent Unit To Number Description Quantity Units Price Amount Qty Amount Qty Amount Qty Amount Period Date Billed $0 00 $0 00 $0 00 $0 00 $0 00 $0 00 $0 00 $0 00 $0 00 $0 00 $0 00 $0 00 $0 00 $0 00 $0 00 $0 00 $0 00 $0 00 $0 00 $0 00 $0 00 $0 00 $0 00 $0 00 $0 00 $0 00 $0 00 $0 00 $0 00 $0 00 $0 00 $0 00 $0 00 $0 00 $0 00 $0 00 $0 00 $0 00 $0 00 $0 00 $0 00 $0 00 $0 00 $0 00 $0 00 $0 00 $0 00 $0 00 $0 00 $0 00 $0 00 $0 00 $0 00 $0 00 $0 00 $0 00 $0 00 $0 00 $0 00 $0 00 $0 00 $0 00 $0 00 $0 00 $0 00 $0 00 $0 00 $0 00 $0 00 $0 00 $0 00 $0 00 $0 00 $0 00 $0 00 $0 00 $0 00 $0 00 $0 00 $0 00 $0 00 $0 00 $0 00 $0 00 $0 00 $0 00 $0 00 $0 00 $0 00 $0 00 $0 00 $0 00 $0 00 $0 00 $0 00 $0 00 $0 00 $0 00 $0 00 $0 00 $0 00 $0 00 $0 00 $0 00 $0 00 $0 00 $0 00 $0 00 $0 00 $0 00 $0 00 $0 00 $0 00 $0 00 $0 00 $0 00 $0 00 $0 00 $0 00 $0 00 $0 00 $0 00 $0 00 $0 00 $0 00 $0 00 $0 00 $0 00 $0 00 $0 00 $0 00 $0 00 $0 00 $0 00 $0 00 $0 00 $0 00 $0 00 $0 00 $0 00 $0 00 $0 00 $0 00 $0 00 $0 00 $0 00 $0 00 $0 00 $0 00 $0 00 $0 00 $0 00 $0 00 $0 00 $0 00 $0 00 $0 00 $0 00 $0 00 $0 00 $0 00 $0 00 $0 00 $0 00 $0 00 TOTALS CHANGE ORDERS $0 00 $0 00 $0 00 $0 00 $0 00 PROJECT TOTALS $0 00 $0 00 $0 00 $0 00 $0 00 Section 00960 Page 3 STORED MATERIALS SUMMARY On Hand Received Installed Item Invoice Previous This This Number Number Description Application Period Period PAGE 4 OF 4 On Hand This Application $0 00 $0 00 $0 00 $0 00 $0 00 $0 00 $0 00 $0 00 $0 00 $0 00 $0 00 $0 00 $0 00 $0 00 $0 00 $0 00 $0 00 $0 00 $0 00 $0 00 $0 00 $0 00 $0 00 $0 00 $0 00 $0 00 $0 00 $0 00 $0 00 $0 00 $0 00 $0 00 $0 00 TOTALS $0 00 $0 00 $0 00 $0 00 Section 00960 Page 4 Drake/Ziegler Improvement Project Phase III Date April 3 2008 DRAKE/ZIEGLER IMPROVEMENT PROJECT PHASE III The Engineers Joint Contract Documents Committee General Conditions govern the construction of this contract The follownng General Requirements supplement these General Conditions PROJECT GENERAL REQUIREMENTS TABLE OF CONTENTS SECTION PAGE 01010 SUMMARY OF WORK General Reqs 2 3 01040 COORDINATION General Reqs 4 5 01310 CONSTRUCTION SCHEDULES General Reqs 67 01330 SURVEY DATA — (Owner Supplied) General Reqs 8 01340 SHOP DRAWINGS General Reqs 9 12 01410 TESTING General Reqs 1314 01510 TEMPORARY UTILIITIES General Reqs 15 01560 TEMPORARY CONTROL General Reqs 16 17 01570 TREE PROTECTION General Reqs 18 19 01580 TRAFFIC REGULATION — (City of Fort Collins Supplied) General Reqs 2022 01700 CONTRACT CLOSEOUT General Reqs 23 01711 SITE CLEANUP General Reqs 24 01720 PROJECT RECORD DOCUMENTS General Reqs 25 02900 PLANTING General Reqs 2638 P \Bids\2008 BIDS 6078%099 Drake Ztgeler Improvement Project Phase III\Dmke Ziegler Phase 3 General Specs doc General Reqs 1 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 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 By James B O'Neill II CPPO FNIGP Purchasing & Risk Management Director Rev 10/20/07 Section 00020 Page 5 Drake/Ziegler Improvement Project Phase III SECTION 01010 SUMMARY OF WORK 11 DESCRIPTION OF WORK A The Work shall consist of the construction of the outlined Improvements BID NO 6099 Date April 3 2008 Drake/Ziegler Improvement Protect Phase III The third phase of construction will complete the Drake Ziegler Improvements The project will connect Drake Road (east of Environmental Drive) to Ziegler Road (north of the Horsemoth/Ziegler Intersection) The work includes installing 2 box culverts (one CIP one Precast) curb & gutter concrete sidewalk & bdcepath storm sewer systems fly ash base course and asphalt roadway The project has already been built to subgrade elevation and the City does not anticipate substantial earthwork outside of structure excavations B Protection and Restoration 1 Replace to equal or better conditions all items removed and replaced or damaged during construction 2 Restore all areas disturbed to match surrounding surface conditions 3 The Owners Field Representative must approve the condition of all replaced and/or restored areas prior to final payment 12 NOTICES TO PRIVATE OWNERS AND AUTHORITIES The following items shall be coordinated between the Contractor and the Owners Field Representative A Notify private owners of adjacent properties utilities irrigation canals and affected governmental agencies when prosecution of the Work may affect them B Give notification 48 hours in advance to enable affected persons to provide for their needs when it is necessary to temporarily deny access or services C Contact utilities at least 48 hours prior to excavating near underground utilities D Contact all agencies at least 72 hours prior to start of construction Notify all agencies of the proposed scope of work schedule and any items which would affect their daily operation E Names and telephone numbers of affected agencies and utilities in the area are listed below for Contractors convenience UTILITIES Water City of Fort Collins Colorado 221 6681 Fort Collins Loveland Water District 2263104 Stone Sewer City of Fort Collins Colorado 221 6589 P \Bids\2008 BIDS 6078\6099 Drake Zigeler Improvement Project Phase III\Dmke Ziegler Phase 3 General Specs doc General Reqs 2 Drake/Ziegler Improvement Project Phase III Date April 3 2008 Sanitary Sewer City of Fort Collins Colorado 221 6681 Electric City of Fort Collins Colorado 221 6700 Gas/Electnc Xcel Energies 225 7847 Telephone Qwest Communications 377 6401 Traffic Operations City of Ft Collins Colorado 221 6630 Cable Television Comcast 493 7400 Electric Poudre Valley REA 226 1234 Utility Locates Under A One -call @ system 1 800 922 1987 FCRID Ditch Rider North Poudre Imgation Company 568 3612 Box Elder Ditch Rider Box Elder Ditch Company 4823067 AGENCIES Occupational Safety & Health Administration (OSHA) 8443061 Poudre Fire Authority Non Emergency 221 6581 Emergency 911 City of Fort Collins Police Department Non Emergency 221 6550 Emergency 911 Lanmer County Shenffs Department Non Emergency 221 7177 Emergency 911 Postmaster US Postal Service Judith Robertson 2254111 Ambulance Poudre Valley Hospital Non Emergency 484 1227 Emergency 911 Transportation Transfort 2216620 Traffic Engineering 221 6630 END OF SECTION P \Bids\2008 BIDS 6078\6099 Drake Zigeler Improvement Project Phase 111\Drake Ziegler Phase 3 Gm ml Specs doc General Reqs 3 Drake/Ziegler Improvement Project Phase III SECTION 01040 1 1 GENERAL CONTRACTOR RESPONSIBILITIES Date April 3 2008 A Coordinate operations under contract in a manner which will facilitate progress of the Work The Contractor shall also coordinate with the Utility Companies and City Traffic Department whose Work is separate from the General Contractor s contract B Conform to the requirements of public utilities and concerned public agencies in respect to the timing and manner of performance of operations which affect the service of such utilities agencies or public safety C Coordinate operations under contract with utility work to allow for efficient completion of the Work D Coordinate all operations with the adjoining property owners business owners and surrounding neighborhoods to provide satisfactory access at all times and keep them informed at all times To work with the local fire and police departments to ensure the traffic control plan is followed in emergency situations with no exceptions of disruption to traffic flow E Keep traffic areas and temporary residential accesses free of excavated material construction equipment pipe and other material and equipment F Keep fire hydrants and utility control valves free from obstruction and available for use at all times G Conduct operations in a manner to avoid unnecessary interference with public and private roads and drives H Provide and maintain temporary approaches or crossings at streets and residences 12 SCHEDULE AND MILESTONES The Contractor shall submit a detailed project schedule showing milestones and the critical path for Drake/Ziegler Improvement Project Phase III 2008 This schedule shall be agreed to by both the Owner and Contractor It shall be made in writing and signed by both parties 13 CONFERENCES A A Pre construction Conference will be held prior to the start of construction 1 Contractor shall participate in the conference accompanied by all major Subcontractors 2 Contractor shall designate/introduce Superintendent and major Subcontractors supervisors assigned to project 3 Contractor shall submit in writing proposed daily construction hours to Engineer for approval 4 Contractor shall designate all access roads and parking areas in writing to the Engineer for approval 5 The Engineer shall invite all utility and irrigation companies involved 6 The Utilities will be asked to designate their coordination person provide utility plans and their anticipated schedules 7 The Engineer shall introduce the Project Representatives 8 At this time the superintendent will be expected to show that he has sufficient knowledge of the specifications and plans to orchestrate and coordinate the construction actives for this job B Additional project coordination conferences will be held prior to start of construction for coordination of the Work refining project schedules and utility coordination P \Bids\2008 BIDS 6078\6099 Drake Zigeler Improvement Project Phase III\Dmke Ziegler Phase 3 General Specs doc General Reqs 4 Drake/Ziegler Improvement Project Phase III Date April3 2008 C The Engineer may hold coordination conferences to be attended by all parties involved when the Contractor s operations affect or are affected by the work of others 1 Contractor shall participate in such conferences accompanied by Subcontractors as required by the Engineer 14 PROGRESS MEETINGS A Contractor and Project Manager shall schedule and hold regular progress meetings at least weekly and at other times as requested by the Engineer or required by the progress of the Work B Attendance shall include 1 Contractor and Superintendent 2 Owner's Representatives 3 Engineer and Project Manager 4 Others as may be requested by Contractor Engineer or Owner C Minimum agenda shall include I Review of work progress since last meeting 2 Identification and discussion of problems affecting progress 3 Review of any pending change orders 4 Revision of Construction Schedule as appropnate 5 Review Milestone Schedule 6 Discuss the work scheduled for the next two weeks 7 Discuss the surveying needed for the next week D The Engineer or a Project Representative shall preside at meetings and record and distribute minutes to the participants E The Engineer or Engineers Field Representative and Contractor shall agree to weekly quantities at the progress meetings The weekly quantity sheets shall be signed by both parties These quantity sheets when signed shall be final and shall be the basis for the monthly progress estimates This process ensures accurate monthly project pay estimates END OF SECTION P \Bids@008 BIDS 6078\6099 Drake Zigeler Improvement Project Phase IlMmke Ziegler Phase 3 General Specs doc General Reqs 5 Drake/Ziegler Improvement Project Phase III SECTION 01310 CONSTRUCTION SCHEDULES 11 GENERAL Date Apra 3 2008 A The contractor shall prepare a detailed schedule of all construction operations and procurement after review of tentative schedule by parties attending the pre construction conference This schedule will show how the contractor intends to meet the milestones set forth 1 No work is to begin at the site until Owner's acceptance of the Construction Progress Schedule and Report of delivery of equipment and materials 12 FORMAT AND SUBMISSIONS A Prepare construction and procure schedules in a graphic format suitable for displaying scheduled and actual progress B Submit two copies of each schedule to Owner for review 1 Owner will return one copy to Contractor with revisions suggested or necessary for coordination of the Work with the needs of Owner or others 2 The contractor will be required to submit a weekly progress schedule showing work to be completed labor equipment work hours and methods of construction for the up coming week This schedule will be required every Thursday in a daily calendar format C The schedule must show how the street storm sewer concrete and paving work will be coordinated 1.3 CONTENT A Construction Progress Schedule 1 Show the complete work sequence of construction by activity and location 2 Show changes to traffic control 3 Show project milestones B Equipment Materials and Submittals schedule 1 Show delivery status of critical and major items of equipment and materials 2 Include a critical path schedule for Shop Drawings tests and other submittal requirements for equipment and materials reference Section 01340 14 PROGRESS REVISIONS A Submit revised schedules and reports at weekly project coordination meetings when changes are foreseen when requested by Owner or Engineer and with each application for progress payment B Show changes occurring since previous submission 1 Actual progress of each item to date 2 Revised projections of progress and completion C Provide a narrative report as needed to define 1 Anticipated problems recommended actions and their effects on the schedule 2 The effect of changes on schedules of others P \Btds\2008 BIDS 6078\6099 Drake Zigeler Improvement Project Phase 111\Drake Ziegler Phase 3 Generil Specs doc General Reqs 6 Drake/Ziegler Improvement Project Phase III 15 OWNER'S RESPONSIBILITY Date Aprd 3 2008 A Owners review is only for the purpose of checking conformity with the Contract Documents and assisting the Contractor in coordinating the Work with the needs of the Project B It is not to be construed as relieving Contractor from any responsibility to determine the means methods techniques sequences and procedures of construction as provided in the General Conditions END OF SECTION P \Btds\2008 BIDS 6078\6099 Drake Zigeler Improvement Project Phase 111\Dmke Ziegler Phase 3 General Specs dm General Reqs 7 Drake/Ziegler Improvement Project Phase III SECTION 01330 SURVEY DATA 11 SURVEY REQUIREMENTS Date April 2008 A The Owner will not provide the construction surveying for the Project The Contractor will be responsible to provide the surveying required on this project B. The Owner will make the projects CAD drawings available to the Contractor upon request C If the requested surveying cannot be accomplished in the time frame requested by the Contractor the survey personnel shall notify the contractor with the date on which the requested work will be completed D Should a sudden change in the Contractor s operations or schedule require the survey personnel to work overtime the Contractor shall pay the additional overtime expense E The Contractor shall protect all survey monuments and construction stakes If It Is unavoidable to remove a survey monument or construction stakes the Contractor Is responsible for notifying the Surveyor and allowing enough time for the monuments or stakes to be relocated The Contractor will be responsible for the cost of restakmg construction stakes and for the cost of re establishing a destroyed monument F The Contractor must submit a Survey request to the Surveyors a mlmmum of 48 hours prior to needine surveying work done END OF SECTION P \Btds\2008 BIDS 6078\6099 Drake Zigeler Improvement Project Phase III\Drake Ziegler Phase 3 General Specs doc General Reqs 8 Drake/Ziegler Improvement Pmj"t Phase III SECTION 01340 SHOP DRAWINGS 11 GENERAL Date April3 2008 A Submit Shop Drawings Samples and other submittals as required by individual specification sections 1 The Engineer will not accept Shop Drawings or other submittals from anyone but the Contractor B. Schedule Reference Section 01310 Construction Schedules Submittals received by the Engineer prior to the time set forth in the approved schedule will be reviewed at any time convement to the Engineer before the time required by the schedule C Any need for more than one resubmission or any other delay in obtaining the Engineers review of submittals will not entitle the Contractor to an extension of the Contract Time unless delay of the Work is directly caused by failure of the Engineer to return any scheduled submittal within 10 days after receipt in his office of all information required for review of the submittals or for any other reason which prevents the Engineer's timely review Failure of Contractor to coordinate submittals that must be reviewed together will not entitle the Contractor to an extension of Contract Time or an increase in Contract Price D Resubmit a corrected submittal if errors are discovered during manufacture or fabrication E Do not use materials or equipment for which Shop Drawings or samples are required until such submittals stamped by the Contractor and properly marked by the Engineer are at the site and available to workmen F Only use Shop Drawings which bear Engineers mark "NO EXCEPTION TAKEN" in the performance of the Work Review status designations listed on Engineers submittal review stamp are defined as follows 1 NO EXCEPTION TAKEN Signifies material or equipment represented by the submittal conforms to the design concept complies with the information given in the Contract Documents and is acceptable for incorporation in the Work Contractor is to proceed with fabrication or procurement of the items and with related work Copies of the submittal are to be transmitted for final distribution 2 REVISE AS NOTED Signifies material or equipment represented by the submittal conforms to the design concept complies with the information given in the Contract Documents and is acceptable for incorporation in the Work in accordance with Engineers notations Contractor is to proceed with the Work in accordance with Engineers notations and is to submit a revised submittal responsive to notations marked on the returned submittal or written in the letter of transmittal 3 REJECTED Signifies material or equipment represented by the submittal does not conform to the design concept or comply with the information given in the Contract Documents and is not acceptable for use in the Work Contractor is to submit submittals responsive to the Contract Documents 4 FOR REFERENCE ONLY Signifies submittals which are for supplementary information only pamphlets general information sheets catalog cuts standard sheets bulletins and similar data, all of which are useful to Engineer or Owner in design operation or maintenance But these submittals do not constitute a basis for determining that items P \Bids\2008 BIDS 6078\6099 Drake Zigeler Improvement Project Phase 111\Drake Ziegler Phase 3 General Specs doc General Reqs 9 Drake/Ziegler Improvement Project Phase III Date April 2008 represented thereby conform to the design concept or comply with the information given in the Contract Document The Engineer reviews such submittals for general information but not for substance 12 SUBMITTAL REGISTER A The Contractor shall complete the Submittal Register and submit with the Final Construction Schedule submuttal The Contractor must resubtrt an updated Submittal Register with each application for progress payment A format of the Submittal Register is provided below Contractor should reproduce this format (or an approved alternate) for this register B Instructions for Completing the Submittal Register Column 1 References specification section and paragraph in which submittal is requested This will be done for each item of equipment or material Column 2 Describe types of submittal required i e shop drawing certificate etc Column 3 List the material or item for which submittal is required Column 4 Contractor shall provide the date that he intends to make each subrmttal Column 5 Contractor shall provide that date by which each submittal must be approved to accomplish timely incorporation into the project Column 6 Contractor shall provide the mailing date of the initial submittal made to the Owner Column 7 Contractor shall record the review action of the Owner to the last submittal for the item equipment or material Column 8 Contractor shall record the mailing date of subsequent submittal for each item equipment and material until submittal is accepted by Owner Column 9 Contractor may record remarks as necessary to coordinate with other submittal or provide necessary information 13 SHOP DRAWINGS A Include the following information as required to define each item proposed to be furnished 1 Detailed installation drawings showing foundation details and clearances required for construction 2 Relation to adjacent or critical features of the Work or materials 3 Field dimensions clearly identified as such 4 Applicable standards such as ASTM or Federal Specification numbers 5 Drawings catalogs or parts thereof manufacturers specifications and data, instructions performance characteristics and capacities and other information specified or necessary a For Engineer to determine that the materials and equipment conform to the design concept and comply with the intent of the Contract Documents b For the proper erection installation and maintenance of the materials and equipment which Engineer will review for general information but not for substance c For Engineer to determine what supports anchorages structural details connections and services are required for materials and equipment and the effect on contiguous or related structures materials and equipment 6 Complete dimensions clearances required design criteria materials of construction and the like to enable Engineer to review the information effectively B Manufacturers standard drawings schematics and diagrams I Delete information not applicable to the Work 2 Supplement standard information to provide information specifically applicable to the Work C Format 1 Present in a clear and thorough manner P \Btds\2008 BIDS 6078\6099 Drake Zigeler Improvement Project Phase III\Drake Ziegler Phase 3 General Specs doc General Reqs -10 Drake/Ziegler Improvement Project Phase III Date April 2008 Minimum sheet size 8 i/a x 11 Clearly mark each copy to identify pertinent products and models Individually annotate standard drawings which are fumished, cross out items that do not apply describe exactly which parts of the drawing apply to the equipment being furnished Individually annotate catalog sheets to identify applicable items Reproduction or copies of portions of Contract Documents a Not acceptable as complete fabrication or erection drawings b Acceptable when used as a drawing upon which to indicate information on erection or to identify detail drawings Clearly identify the following a Date of submission b Project title and number c Names of Contractor Supplier and Manufacturer d Specification section number specification article number for which items apply intended use of item in the work and equipment designation e Identify details by reference to sheet detail and schedule or room numbers shown in the Contract Documents IF Deviations from Contract Documents g Revisions on re submittals h Contractor's stamp initialed or signed certifying the review 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 the Contract Documents 14 SUBMISSION REQUIREMENTS A Make submittals promptly in accordance with approved schedule and in such sequence as to cause no delay in the Work or in the work of any other contractor B Minimum number required 1 Shop Drawings a Three (3) copies minimum two (2) copies which will be retained by Engineer 15 RESUBMISSION REQUIREMENTS A Make corrections or changes required by Engineer and resubmit until accepted B In writing call Engineer's attention to deviations that the submittal may have from the Contract Documents C In writing call specific attention to revisions other than those called for by Engineer on previous submissions P \Bids\2008 BIDS 6078\6099 Drake Zigeler Improvement Project Phase 111\13rake Ziegler Phase 3 General Specs doc General Reqs 11 SECTION 00100 INSTRUCTIONS TO BIDDERS Dmke/Ziegler Improvement Proleet Phase III Date Apr0 3 2008 D Shop Drawings 1 Include additional drawings that may be required to show essential details of any changes proposed by Contractor along with required wrong and piping layouts END OF SECTION P \Btds\2008 BIDS 6078\6099 Drake Zigeler Improvement Project Phase III\Dmke Ziegler Phase 3 General Specs doe General Reqs 12 Drake/Ziegler Improvement Project Phase III Date April 3 2008 SECTION 01410 TESTING 11 GENERAL A Provide such equipment and facilities as the Engineer may require for conducting field tests and for collecting and forwarding samples Do not use any materials or equipment represented by samples until tests if required, have been made and the materials or equipment are found to be acceptable Any product which becomes unfit for use after approval hereof shall not be incorporated into the work B All materials or equipment proposed to be used may be tested at any time during their preparation or use Furnish the required samples without charge and give sufficient notice of the placing of orders to permit the testing Products may be sampled either prior to shipment or after being received at the site of the work C Tests shall be made by an accredited testing laboratory selected by the Owner Except as otherwise provided sampling and testing of all materials and the laboratory methods and testing equipment shall be in accordance with the latest standards and tentative methods of the American Society for Testing Materials (ASTM) D Where additional or specified information concerning testing methods sample sizes etc is required such information is included under the applicable sections of the Specifications Any modification of or elaboration on these test procedures (which may be included for specific materials under their respective sections in the Specifications) shall take precedence over these procedures 12 OWNER'S A Owner shall be responsible for and shall pay all costs in connection with testing for the following 1 Soil tests except those called for under Submittals thereof 2 Tests not called for by the Specifications of materials delivered to the site but deemed necessary by Owner 3 Concrete tests except those called for under Submittals thereof 4 Asphalt tests except those called for under Submittals thereof 13 CONTRACTOR'S RESPONSIBILITIES A In addition to those inspections and tests called for in the General Conditions the Contractor shall also be responsible for the following 1 All performance and field testing specifically called for by the specifications 2 All re testing for Work or materials found defective or unsatisfactory including tests covered under section 1 2 above 3 All minimum call out charges or stand by time charges from the tester due to the Contractors failure to pave pour or fill on schedule for any reason except by action of the Engineer B Contractor shall notify the Project Engineer 48 hours prior to performing an operation that would require testing 14 CONTRACTOR'S QUALITY CONTROL SYSTEM A General The Contractor shall establish a quality control system to perform sufficient inspection and tests of all items of Work including that of his subcontractors to ensure conformance to the functional performance of this project The control shall be established for all construction except where the Contract Documents provide for specific compliance tests by testing laboratories or engineers employed by the Owner The Contractors control system shall specifically include all testing required by the various P \Bids\2008 BIDS 6078\6099 Drake Zieeler Improvement Project Phase III\Dmke Ziegler Phase 3 General Specs doe General Reqs 13 Drake/Ziegler Improvement Project Phase III sections of these Specifications Date Apra 3 2008 B Superintendence The Contractor SHALL employ a full time Superintendent whose sole responsibility is to monitor and coordinate all facets of the Work The Superintendent shall be on site when work is in progress (i a weekend work) The Superintendent shall have adequate experience to perform the dunes of Superintendent The superintendent shall have the authority to act on behalf of the CONTRACTOR The superintendent shall not be replaced without written notice to the Owner and Engineer C Quality Control Contractors quality control system is the means by which he assures himself that his construction complies with the requirements of the Contract Documents Controls shall be adequate to cover all construction operations and should be keyed to the proposed construction schedule D Records Maintain correct records on an appropriate form for all inspections and tests performed, instructions received from the Engineer and actions taken as a result of those instructions These records shall include evidence that the required inspections or tests have been performed (including type and number of inspections or test nature of defects, causes for rejection etc ) proposed or directed remedial action and corrective action taken Contractor is responsible for documenting all inspections and tests as required by each section of the Specifications Provide copies to the Engineer weekly END OF SECTION P \Bids\2008 BIDS 6078\6099 Drake Zigeler Improvement Project Phase 111\Drake Ziegler Phase 3 General Specs dm General Reqs 14 Drake/Ziegler Improvement Project Phase III SECTION 01510 TEMPORARY UTILITIES 11 UTILITIES A Furnish all utilities necessary for construction Date April 2008 B The Contractor will be responsible for furrushme water in reasonable amounts for execution of the work The Contractor shall coordinate and schedule with the Owners Field Representative for the City of Fort Collins Water Utilities to select the appropriate fire hydrant and set the hydrant meter C Make arrangements with Owner as to the amount of water required and time when water will be needed 1 Owner will fix the place time rate and duration of each withdrawal from the distribution system 2 Unnecessary waste of water will not be tolerated D Fumish necessary water trucks pipes hoses nozzles and tools and perform all necessary labor 1 Only the Owner shall operate existing valves and hydrants 12 SANITARY FACILITIES A Contractor shall furnish temporary sanitary facilities at each site for the needs of construction workers and others performing work or furnishing services on the Project Fumish a minimum of two portable toilets at the trailers (if office trailers are required) and a minimum of one at each project work site or as required to accommodate the number of personnel working on site One facility will be delivered to the City of Fort Collins Project trailer B Contractor shall properly maintain sanitary facilities of reasonable capacity throughout construction periods C Contractor to enforce the use of such sanitary facilities by all personnel at the site D Place facilities out of public view using the greatest practical extent END OF SECTION P \Bids\2008 BIDS 6078\6099 Drake Zigeler Improvement Project Phase III\Dmke Ziegler Phase 3 General Specs dm General Reqs 15 Drake/Ziegler Improvement Project Phase III Date April 3 2008 SECTION 01560 TEMPORARY CONTROLS I 1 NOISE CONTROL A Take reasonable measures to avoid unnecessary noise when construction activities are being performed in populated areas B Construction machinery and vehicles shall be equipped with practical sound muffling devices and operated in a manner to cause the least noise consistent with efficient performance of the Work C Cease operation of all machinery and vehicles between the hours of 7 30 p in and 6 30 a in 12 DUST CONTROL A Dusty materials in piles or in transit shall be covered when necessary to prevent blowing B Earth and road surfaces subject to dusting due to construction activities and detouring of traffic shall be kept moist with water or by application of a chemical dust suppressant Chemical dust suppressant shall not be injurious to existing or future vegetation C Dust control within the lime deposit area shall conform to the projects health and safety plan At a minimum the lime area shall be covered as soon as possible after compaction has been obtained to minimize surface drying and dust Dust control for this area may involve multiple watering and/or continuous watering to maintain a moist surface 13 POLLUTION CONTROL A Prevent the pollution of drains and watercourses by sanitary wastes concrete sediment debris and other substances resulting from construction activities 1 Retain all spent oils hydraulic fluids and other petroleum fluids in containers for disposal off the site 2 Prevent sediment debris or other substances from entering sanitary sewers storm drams and culverts 14 EROSION CONTROL A Take such measures as are necessary to prevent erosion of soil that might result from construction activities Measures in general will include 1 Control of runoff 2 Trapping of sediment 3 Minimizing area and duration of soil exposure 4 Temporary materials such as hay bales sandbags plastic sheets nprap or culverts to prevent the erosion of banks and beds of watercourses or drainage swales where runoff will be increased due to construction activities B Preserve natural vegetation to greatest extent possible C Locate temporary storage and route construction traffic so as to preserve vegetation and minimize erosion D Comply with the City of Fort Collins' Storm Drainage Erosion Control Manual and Plan E It shall be the Contractor's responsibility to obtain and manage the Colorado Dept of Public Health P \Bids\2008 BIDS 6078\6099 Drake Zigeler Improvement Project Phase III\Drake Ziegler Phase 3 General Specs doc General Reqs 16 Drake/Ziegler Improvement Project Phase III Date Apnl3 2008 and Evironment's Storm Water Management Plan (SWMP) There are two existing SWMP s on this project that should be transferred to the Contractor One is held by Gerrard Excavating (from Drake Ziegler Phase 2) Permit # COR 03C680 The other is held by Gamey (from sanitary sewer installation) 15 WATER CONTROL A A portion of the project work is located within a natural drainage course and is subject to periodic higher water levels due to rainfall runoff snowmelt flows from adjacent developed areas storm water pipes and ground water flows from saturated soils or other ground water sources The contractor is responsible for managing water within the construction site and protecting property 16 PERMITS A It shall be the responsibility of the Contractor to obtain Construction Dewatenng Permits from the Colorado State Health Department for any dewatenng operations that will discharge into any drainage ways open channels or irrigation ditches The Contractor shall be responsible for any testing required under the Construction Dewatenng Permit 17 SECURITY A Contractor is responsible for protection of the site and all Work materials equipment and existing facilities thereon against vandalism B No claim will be made against the Owner by reason of any act of an employee or trespasser and the Contractor shall make good all damage resulting from his failure to provide security measures as specified B Security measures will be instituted to protect owners of existing facilities during normal operation but will also include such additional security fencing barricades lighting watchman services or other measures as Contractor feels is required to protect the site END OF SECTION P \Bids\2008 BIDS 6078\6099 Drake Ziggler Improvement Project Phase III\Dmke Ziegler Phase 3 General Specs doc General Reqs 17 Drake/Ziegler Improvement Project Phase III SECTION 01570 TREE PROTECTION Date Apra 3 2008 A Tree Barriers All trees which will be preserved but are within the limits of construction must be protected from all damage associated with construction A sturdy physical banter (fluorescent orange in color) must be fixed in place around each tree for the duration of construction This banter will be placed no closer than six (6) feet from the trunk, or one half of the drip line whichever is greater The banter itself must be fixed so it cannot be moved easily but the material can be flexible such as orange safety fence attached to metal T posts driven into the ground but must act as an effective deterrent to deliberate or accidental damage of each tree The Project Engineer or Manager must approve actual materials and location of banter The movement or storage of equipment material debris or fill within these required protective banters is completely prohibited In situations where the construction will come closer to a tree than six (6) feet the orange banter must still be erected However additional padding must be placed around the trunk of each tree starting at ground level and proceeding up the trunk to a height of six or seven feet Padding should be a minimum eight (8) inches thick and made of a material strong enough to protect the bark from accidental impacts with hand tools or power equipment B Accidental Poisommi During the construction the Contractor shall not cause or permit the cleaning of equipment or material within the root zone of any tree The Contractor shall not store or dispose of waste material including but not limited to paints solvents asphalt concrete mortar or any other material harmful to the life of a tree within the root zone of each tree or group of trees C Root Pruning Specifications When the cutting of tree roots is necessary each final cut must be made as cleanly as possible for all roots over three (3) inches in diameter using the following method 1 The line of excavation will be drawn out and appropriate excavation equipment used to clear the area at least six inches in front of the actual finished excavation line Roots can then be cut using tools such as axes stump grinders or trenchers 2 Each root over three (3) inches in diameter will then be cut cleanly back to the excavation line using a stump grinder operated by an experienced licensed arbonst A sharp hand or bow saw is acceptable for roots under three (3) inches in diameter Axes and trenchers do not cut roots cleanly and will not be used for final root cuts D Contractor shall coordinate with the Owners' Field Representative prior to and dunng the installation of tree protection and root pruning activities Owners' Field Representative, at his/her opinion, will contact the City Forester and/or City Arbonst for advice and approval of the tree protection measures taken by the Contractor and also the City's advice and approval during the root pruning activities E No damaging attachments, wires, signs, permits or other objects may be fastened by any means to any tree preserved on this project P \&ds\2008 BIDS 607M6099 Drake Zigeler Improvement Project Phase IlnDrake Ziegler Phase 3 General Specs dm General Reqs 18 Drake/Ziegler Improvement Project Phase III Date April 3 2008 F Violation of Specifications and Penalties for Damamme Trees Any violation of these specifications will lead to penalties based on the type of violation and/or the resulting damages and may be grounds for the termination of this contract The penalties will be assessed based on the amount of damage done and the total value of that tree or group of trees prior to the damage The minimum penalty will be $100 00 Penalties for any damage will be based on the total value of the tree as determined by the City Forestry Division staff and the seventy of the damage as a proportion of the total value of that tree This could include up to the full value of the tree As an example there are two American Elm trees to be preserved on another project They are valued at $7960 and $6667 for the south and north trees respectively The south tree is approximately 100 inches in circumference therefore each inch is worth one hundredth of the value or $79 60 per inch Similarly the north tree is 91 inches in circumference making each inch worth $73 26 To extend this to penalties paid if one inch of the bark on the south tree is scuffed the penalty would be $100 (the minimum allowed) iftwo inches are damaged the penalty would be $159 20 and so on up to 50% of the circumference of the trunk If 50% or more is damaged the full value of the tree will be assessed as a penalty (This example serves to illustrate how damages will be assessed) This method of assessing penalties will be applicable to all trees not marked for removal on the project, accidental poisoning and improper pruning END OF SECTION P \Bids\2008 BIDS 6078\6099 Drake Zigeler Improvement Project Phase lii\Drake Ziegler Phase 3 General Specs dm General Reqs 19 Drake/Ziegler Improvement Project Phase III SECTION 01580 TRAFFIC REGULATION 1 1 TRAFFIC CONTROL Date Apra 3 2008 A The traffic control for this project shall be the responsibility of the Owner Traffic control is defined as those devices necessary to channellze vehicular and pedestrian traffic through the project The Contractor is responsible for applying their costs associated to their predicted calendar day schedule to determine the lump sum amount B The Contractor and/or Traffic Control Contractor must submit traffic control plans and coordinate all traffic control with the Citys Traffic Control Coordinator The traffic control plans must be submitted and approved 72 hours prior to starting construction and before making each modification C Conformance City of Fort Collins Work Area Traffic Control Handbook Manual of Uniform Traffic Control Devices (U S Dept of Transportation) or applicable statutory requirements of authority having jurisdiction D The traffic access/control plan limitations for handling traffic for these projects are described below NOTE A minimum of six (6) specialty signs will be required to be installed at locations acceptable by the City of Fort Collins Traffic Operations Department throughout the project notifying the traveling public of the dates and location of the closure Drake/Zieder Improvement Proiect Phase III Drake/Ziegler The currently closed portions of Drake and Ziegler Roads will remain closed until the road is completed The Owner may at their discretion open the roadway while landscaping sidewalk and punchlist work is completed The City will provide traffic control for any work done under traffic Access to the construction site will ONLY be available from Drake Road until June 15, 2008 due to intersection improvements at Horsetooth/Ziegler Access to the construction site will be available from Horsetooth/Ziegler after June 15 2008 The City will place and maintain Type III barricades at both ends of the closures with 48 x48 signs stating that the road is closed with start and finish dates Environmental Drive Environmental Drive will remain open from Drake Road for the soul purpose of maintaining access to the City of Fort Collins Waste Water Treatment Plant Colorado State University Environmental Learning Center and Lafarge Northern Asphalt Gravel and Cement Plants Pedestrian Access — Pedestrian traffic shall be allowed to use the sidewalk on the south side of Environmental drive for access to the City of Fort Collins Waste Water Treatment Plant Colorado State University Environmental Learning Center and Lafarge Northern Asphalt Gravel and Cement Plants All other pedestrian traffic will be closed and pedestrians will be re routed per plan Bike Lanes — Bike lanes will be maintained on the South and North sides of Drake Road and Environmental Drive for the soul purpose of maintaining access to the City of Fort Collins Waste Water Treatment Plant Colorado State University Environmental Learning Center and Lafarge Northern Asphalt Gravel and Cement Plants All other bike traffic will be closed and bicyclists will be rerouted per plan Any modifications to the traffic control plan must be approved by the City s Traffic Control P \Bids\2008 BIDS 6078\6099 Dmke Zigeler Improvement Project Phase III\Dmke Ziegler Phase 3 General Specs dm General Reqs 20 Drake/Ziegler Improvement Project Phase III Coordinator and the Engineer Date April 3 2008 E Vehicle bike and pedestrian access to all side streets and private drives shall be maintained at all times The Contractor will develop an access control plan in coordination with adjacent property owners and submit it in conjunction with the traffic control plan to the Engineer for approval prior to the start of any Work Pedestrian and bicycle traffic shall be maintained along the West side of Lemay at all times utilizing temporary sidewalks when necessary F The Contractor must work with the adjacent residents to provide and maintain sufficient access for them during the duration of the project It will be the Contractors responsibility to coordinate and communicate with the residents during construction G The Contractor must maintain at their cost access to all businesses during their business hours It will be the Contractors responsibility to coordinate and communicate with the businesses during construction H The Contractor shall keep traffic areas free of excavated material, construction equipment, pipe, and other materials and equipment I The Contractor shall keep fire hydrants and utility control valves free from obstruction and available for use at all times J The Contractor shall provide and maintain at their cost temporary driveway approaches on driveways open to traffic at all times to insure that the approaches are smooth compacted and will not prohibit or inhibit the use of the driveway The driveway approaches must be maintained seven days a week In the case of bad weather the Contractor must repair the driveways Immediately following the storm and must work to maintain access during the storm 12 WORK AREA SAFETY A The Contractor shall maintain a safe work area and protect area residents motorists bicyclists pedestrians and children from work area hazards B The Contractor shall provide all work area safety control devices such as barricades and safety fence around all excavations and drop offs C Work area safety control devices will not be paid for separately Cost for this equipment should be included in the lump sum cost for the work items which will require work area safety control devices P \Bids\2008 BIDS 6078\6099 Drake Zigeler Improvement Project Phase III\Dmke Ziegler Phase 3 General Specs doc General Reqs 21 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 Rev 10/20/07 Section 00100 Page 1 Drake/Ziegler Improvement Project Phase III 13 PARKING Date April 2008 A Provide suitable parking areas for the use of all construction workers and others performing work or furnishing services in connection with the Project so as to avoid interference with public traffic Owners operations or construction activities END OF SECTION P \Bids\2008 BIDS 6078\6099 Drake Zigeler Improvement Proimt Phase III\Dmke Ziegler Phase 3 General Specs dm General Reqs 22 Drake/Ziegler Improvement Project Phase III CONTRACT CLOSEOUT 1 1 SUBSTANTIAL COMPLETION Date Apra 3 2008 A Substantial Completion for the Drake/Ziegler Improvement Project Phase II1 (2008) shall be defined as the following 1 All work pertaining to the roadway installation is complete This Includes earthwork box culvert installations storm sewer installations, flyash subgrade asphalt curb & gutter and sidewalk 2 Traffic control devices are in their final positions (To be done by Owner) B Substantial Completion must be met by within 90 working days from commencement of work This information is outlined in Section 00520 Agreement 12 FINAL COMPLETION A Final Completion shall be defined as the following 1 Once substantial completion has been met the Contractor will be allowed 14 calendar days to reach final completion 2 This will include the completion of all Work including cleanup Project Record Documents shall be turned over to the Owner all punch list items completed and all processing of all change orders The Work must be ready for final payment and acceptance B Final Completion will be subject to the terns outlined in Section 00520 Agreement END OF SECTION P \Bids\2008 BIDS 6078\6099 Drake Zigeler Improvement Project Phase III\Drake Ziegler Phase 3 General Specs dm General Reqs 23 Drake/Ziegler Improvement Protect Phase III SECTION 01711 SITE CLEANUP IIGENERAL A Execute cleanup during progress of the Work and at completion of the Work B Adequate cleanup will be a condition for recommendation of progress payments 12 DESCRIPTION A Store volatile wastes in covered metal containers and dispose off site Date April 3 2008 B Provide on site covered containers for the collection of waste materials debits and rubbish C Neatly store construction materials such as concrete forms when not in use D Broom clean adjacent paved surfaces and rake other adjacent surfaces E The streets adjacent to the construction area shall be cleaned of debris generated by the protect by the Contractor at the earliest opportunity, but in no case shall the street be left unclean after the completion of the day's work It shall be the Contractor's responsibility to provide the necessary equipment and materials to satisfactorily clean the roadway at no additional cost to the protect The City's Street Department will sweep the street at an approximate hourly rate of $90 00 for a minimum of 2 hours The Contractor must sign a Contract with the City Street Department prior to requesting street sweeping Construction "DRAG OUT" will not be tolerated The Contractor must have the means to sweep, wash and scrape the roadway clear of any materials drug out by construction traffic on site The Contractor will monitor his construction traffic and clean as necessary or as directed by the on site Project Engineer If the streets are not cleaned by the Contractor within 24 hours after having been given notice from the Project Engineer, the Project Engineer will have the Streets Department sweep the streets at the rates listed above and will back charge the Contractor for expenses incurred 13 DISPOSAL A Wastes shall not be buried or burned on the site or disposed of into storm drams sanitary sewers streams or waterways B Remove waste materials clearing materials demolition materials unsuitable excavated materials debits and rubbish from the site at least weekly and dispose of at disposal areas furnished by Contractor away from the site END OF SECTION P \Bids\2008 BIDS 6078\6099 Drake Ztgeler Improvement Protect Phase IlrOtske Ztegler Phase 3 General Specs doc General Reqs 24 Drake/Ziegler Improvement Project Phase III Date Aprd 3 2008 SECTION 01720 PROJECT RECORD DOCUMENTS 11 GENERAL A Maintain at the site one record copy of 1 Documents and samples called for in General Conditions 6 19 2 Field Test Records 3 Certificates of compliance 12 MAINTENANCE OF DOCUMENTS AND SAMPLES A File documents and samples in accordance with the specifications section numbers B Maintain documents and samples in a clean dry legible condition and in good order Do not use record documents for construction purposes 1.3 RECORDING A Label each document PROJECT RECORD in neat large printed letters B Record information concurrently with construction progress 1 Do not cover Work until required information is recorded C Marking of Project Records 1 Legible and with a dark pen or pencil 2 Ink shall not be water based or subject to easy smearing D Mark Drawings to record actual construction 1 Field dimensions elevations and details 2 Changes made by a Modification 3 Details not on original Drawings 4 Horizontal and vertical locations of underground utilities and appurtenances referenced to a minimum of three permanent surface improvements 5 Depths of various elements in relation to project datum 6 Location of utilities and appurtenances concealed in the construction referenced to visible and accessible features of the structure 14 SUBMISSION A Accompany subnuttal with transmittal letter in duplicate containing 1 Date 2 Project title and number 3 Contractor s names address and telephone number 4 Index containing title and number of each Record Document 5 Signature of Contractor or his authorized representative END OF SECTION P \Bids\2008 BIDS 6078\6099 Drake Zigeler Improvement Project Phase III\Dmke Ziegler Phase 3 General Specs dm General Reqs 25 Drake/Ziegler Improvement Project Phase In DIVISION 2 SITEWORK SECTION 2900 LANDSCAPE PLANTING PART1 GENERAL 101 RELATED DOCUMENTS Date Apra 3 2008 The general provisions of the contract, including General and Supplementary Conditions and Division 1, General Requirements, apply to the work specified in this Section 102 DESCRIPTION OF WORK A Furnish all labor materials supplies equipment tools and transportation, and perform all operations in connection with and reasonably incidental to complete installation of the planting and guarantee as shown on the drawings and as specified herem The work shall include but not be limited to the following I Procurement of all applicable licenses, permits, and fees 2 Determination of utility locations prior to construction 3 Site inspection 4 Planting of trees, shrubs, perennials, and turf installation _ 5 Soil Preparation and Fine Grading 6 Staking and guying of trees 7 Mulclung of all trees and shrubs 8 Cleanup, inspection and approval 9 Guarantee of all plantings 10 Maintenance 11 All work of every description mentioned in the Drawings and Specifications and/or Addenda thereto B Related Work Specified Under Other Sections Consult all other Sections determine the extent and character of related work, and properly coordinate work specified herein with that specified elsewhere to produce a finished workmanlike installation 103 PROTECTION OF EXISTING FEATURES A Protect all existing site development including but not limited to, existing buildings equipment underground utilities, walls walks roads materials, trees, etc Any existing site development damaged by willful or negligent acts of the Contractor Sub -Contractor or any of the employees shall be replaced or repaired at no cost to the Owner and in a manner satisfactory to the Owner's Representative before project acceptance is given P \Bids\2008 BIDS 6078\6099 Drake Zigeler Improvement Project Phase liMmke Ziegler Phase 3 General Specs doc General Reqs 26 Drake/Ziegler Improvement Project Phase III Date April 3 2008 B The above provision applies to on site damage as well as to that which may occur to adjacent properties C Until the project has been accepted, erect and maintain shoring barricades, guards, warning lights and lights as necessary or required for the protection of the public, the work and the workers 104SUBNIITTALS Submit duplicate samples and manufacturer s guaranteed analysis of the following items and such other materials as may be required by the Owner's Representative and obtain written approval there of before begmmng fabrication or delivery of material to the project site Finished work shall match approved samples a Soil amendments and mulch materials b Tree ties and guying materials c Fertilizers 105 ANALYTICAL TESTS Submit 2 copies of an analytical test performed by certified soil laboratory demonstrating compliance with these specifications for the composted manure and peat moss 106 INSPECTIONS A Pre Planting Inspection All plant materials must be inspected at the place of growth and/or on the project site before planting commences Plants shall be inspected for size variety condition defects or injury The Owner s Representative reserves the right to reject unsatisfactory plant material at any time during the work Notify the Owner s Representative of the source of material no later than 30 days after award of the contract All fertilizers pre mixed backfill mixes mulches and sod amendments will be inspected at the site by the Owner s Representative before they are used in planting operations B Planting Inspections I Owner's Representative shall inspect the staked location of all trees prior to the planting of those trees 2 Owner's Representative shall inspect container stock with said plants set on the ground at the proposed locations before digging commences P \Bids\2008 BIDS 6078\6099 Dmke Zigeler Improvement Project Phase III\Dmke Ziegler Phase 3 General Specs doc General Reqs 27 Drake/Ziegler Improvement Project Phase III C Pre -Maintenance Inspection Date April 3 2008 As soon as all planting is completed the Owner's Representative upon request of the Contractor will hold a planting review and prelimmary inspection to determme the condition of the plantings 2 The Contractor shall have all planting areas free of weeds and neatly cultivated Irngation systems shall be fully operational with all heads properly adjusted All debris and litter shall be cleaned up and walkways, curbs and roads shall be cleared of all soil and debris 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 4 Work requiring corrective action in the judgment of the Owner's Representative shall be performed within ten (10) days Corrective work and materials replacement shall be in accordance with the contract documents, and shall be made by the Contractor at no cost to the Owner D Final Inspection At the completion of the two growing season maintenance period, the final inspection shall be performed 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 Final approval will not be given until all deficiencies are corrected 107 GUARANTEE A Guarantee trees, shrubs, ground covers and other plant material to root, thrive and be free from defects from any cause for two years of acceptance from the final acceptance by the owner B Any trees or other plant materials that die back and lose the form and size originally specified shall be replaced, even though they have taken root and are growing after the dieback C Within 15 days of written notification by the Owner remove and replace all guaranteed plant materials which, for any reason, fail to meet requirement of guarantee Replacement planting for trees shall be done in the spring planting season only except as approved otherwise P \13ids\2008 BIDS 6078\6099 Drake Zigeler Improvement Project Phase III\Dmke Ziegler Phase 3 General Specs doc General Reqs 28 Drake/Ziegler Improvement Project Phase III Date Apra 3 2008 Replacements shall be made to same specifications required for original materials and shall carry the same guaranty from the time they are replaced D Plants shall be planted only when weather and soil conditions permit and in accordance with locally accepted practices, and as approved by the owner's representative E Trees shall be planted in same growing season as they were dug END OF SECTION PART2-PRODUCTS 2 01 TREES, SHRUBS, AND GROUND COVERS A Quantities Plant material shall be furnished in quantities required to complete work as indicated on the Drawings and shall be of species, kinds, sizes, etc , specified B Nomenclatures Plant names listed on Drawings conform to standardized plant names established by the American Joint Committee on Horticulture Nomenclature, except that for names not covered therem, the established custom of the nursery trade is followed C Quality Plants shall be symmetrical and typical for species and variety Plants shall be sound healthy, vigorous, free from disease and insect pests or their eggs All plant material shall conform to the requirements of the Colorado Nursery Act of 1965, Title 35, Article 26 CRS1973 D Digging, wrapping, and handling Plants shall be dug and prepared for shipment in a manner that will not cause damage to branches, shape and future development after planting E Balled and burlapped plants Shall be nursery grown stock adequately balled with firm, natural balls of soil in sizes and ratios conforming to the Colorado Nursery Act as cited above Balls shall be firmly wrapped with non -treated burlap, secured with wire or Jute Broken balls will not be accepted Ponderosa Pine maybe field collected with root ball sizes in conformance with the Colorado Nursery Act as cited above F Container grown plants Shall have been nursery grown in containers and shall have sufficient roots to hold the entire soil mass together after container removal without being root bound P \&ds\2008 BIDS 607M6099 Drake Ztgeler Improvement Project Phase III\Drake Ziegler Phase 3 General Specs doc General Reqs 29 Drake/Ziegler Improvement Project Phase III Date Aprd 3 2008 G Options as to method If all other requirements are met, a balled and burlapped plant may be substituted for a container grown plant H Plant protection Plants shall be handled so that roots are adequately protected at all tunes from drying out and from other injury Protect balls of balled plants, which cannot be planted within 24 hours from delivery, with soil or other suitable material Where possible, store plants in the shade Keep all plant roots moist before, during, and after planning I Pruning Trees shall not be pruned, except by City Forestry staff Dead and broken shoots should be pruned out of woody shrub material J Substitutions Will be allowed only when specified material is proved unavailable and only with approval of the Owner's Representative Proposals will be considered for use of nearest equivalent size and variety with the equitable adjustment to the Contract price K Trees dug and held over from a previous growing season will not be accepted for use L Dry Land Seed Mix Listed below is the seed mix for the entire Drake/Ziegler Improvement Project Phase III Species/Vanty Pure % Germ % Origin Western Wheatgrass, Amba 2630 94 WA Side Oats Grama, Vaughn 1605 77 NM Green Needlegrass, Lodorm 843 88 WA Oats Troy 824 90 SD Switchgrass Nebraska 28 668 74 SD Little Bluestein Pastura 642 77 TX Blue Grama Hachita 3 86 96 NM Gaillardia, Anstata 301 82 UT Blue Flax 142 87 WA Purple Prairie Clover Kaneb 1 33 93 WA Plains Coreopsis 063 79 OR Crop 0 07% Inert 17 45% Weeds 0 11% Net Wgt 41# 2 02 SOIL AMENDMENTS/F'ERTILIZERS/MULCHES A Topsoil Imported and on site topsoil (located in stockpile on site) for use in backfill mix P \Bids\2008 BIDS 6078\6099 Drake Zigeler Improvement Project Phase III\Drake Ziegler Phase 3 General Specs doc General Reqs 30 Drake/Ziegler Improvement Project Phase III Date April 3 2008 Topsoil to be a mix of 60% topsoil and 40% organic material mixed well prior to being placed in median Topsoil shall be free of all foreign material and screened and ground to eliminate clumps larger than 1 tt in diameter Submit sample for approval to the City of Fort Collins Forestry Representative B Composted Manure Composted dairy cow or sheep manure Free from lumps, stones, or other foreign matter Free from mineral matter or chemical composition harmful to plant life Manure that has received treatment with a bacterial enzyme culture raising the manure temperature to 145 degrees mimmum for 3 weeks mimmum, aged at least 18 months, yielding a soil amendment with the following properties Organic Matter 35 40% (oven -dry basis) Total Nitrogen 16 2 0% Conductivity 50 0 EC's (max) pH 75to85 Submit analysis as required by 104 C Peat Moss for annuals and perennials Free from lumps stones or other foreign matter Free from mineral matter or chemical composition harmful to plant life Acid reaction of 3 to 5 pH Shall contain no less than 60% organic matter by weight on an oven dry basis Submit analysis as required by 104 D Fertilizers Tablets for tree and shrub planting - "The Pill" by Agriform with 20-10 5 analysis, 21 gram size, Osmocote Slerrablend, 9 month slow release or industry equivalent Fertilizers for grass shrub and tree planting shall be commercial type of uniform composition, free flowing and conforming to the applicable State and Federal laws Submit manufacturers guaranteed analysis as required in 103 Guaranteed analysis shall be designed to conform with amendment requirements given in Part 3, "Execution " E Mulch Bark Mulch Cedar mulch must be approved by City Parks Division prior to installation 2 03 SOD P \Bids\2008 BIDS 6078\6099 Dreke Zigeler Improvement Project Phase lll\Dmke Ziegler Phase 3 General Specs doc General Reqs 31 Collins in determining whether a bidder is responsible the following shall be considered (1) The ability capacity and skill of the bidder to perform the contract or provide the services required (2) whether the bidder can perform the contract or provide the service promptly and within the time specified without delay or interference (3) the character integrity reputation judgment experience and efficiency of the bidder (4) the quality of the bidder's performance of previous contracts or services (5) the previous and existing compliance by the bidder with laws and ordinances relating to the contract or service (6) the sufficiency of the financial resources and ability of the bidder to perform the contract or provide the service (7) the quality availability and adaptability of the materials and services to the particular use required (8) the ability of the bidder to provide future maintenance and service for the use of the subject of the contract and (9) any other circumstances which will affect the bidder's performance of the contract 3 3 Each Bidder may be required to show that he has handled former Work so that no just claims are pending against such Work No Bid will be accepted from a Bidder who is engaged on any other Work which would impair his ability to perform or finance this Work 3 4 No Bidder shall be in default on the performance of any other contract with the City or in the payment of any taxes licenses or other monies due to the City 4 0 EXAMINATION OF CONTRACT DOCUMENTS AND SITE 4 1 It is the responsibility of each Bidder before submitting a Bid to (a) examine the Contract Documents thoroughly (b) visit the site to familiarize himself with local conditions that may in any manner affect cost progress or performance of the Work (c) familiarize himself with federal state and local laws ordinances rules and regulations that may in any manner affect cost progress or performance of the Work (d) study and carefully correlate Bidder's observations with the Contract Documents and (e) notify Engineer of all conflicts errors or discrepancies in the Contract Documents 4 2 Reference is made to the Supplementary Conditions for identification of Subsurface and Physical Conditions SC-4 2 4 3 The submission of a Bid will constitute an incontrovertible representation by Bidder that Bidder has complied with every requirement of this Article 4 that without exception the Bid is 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 Rev 1=0/07 Section 00100 Page 2 Drake/Ziegler Improvement Project Phase In Date April 3 2008 A Sod American Sod Producers Association (ASPA) Certified Field Grown grade, Cultivated grass sod, not less than three improved Kentucky Bluegrass varieties, with strong fibrous root system free of stones, burned or bare spots, containing no more than 5 weeds per 1000 square feet Minimum age of 12 months with root development that will support Its own weight without tearing, when suspended vertically by holding the upper two corners B Sod Producer Company specializing in sod production and harvesting with mrmmum five years experience, and certified by the State of Colorado C Certification Submit sod certification for grass species and location of sod source 2 04 MATERIALS FOR STAKING AND GUYING A Stakes Metal T-posts painted dark green or black B Ties Fabric Nylon canvas or rubberized cloth straps, 2" x length required END OF SECTION PART 3 - EXECUTION 3 01 GENERAL A Inspection Examine the substrate in which the work is to be performed Do not proceed until unsatisfactory conditions have been corrected B Dimensions All scaled dimensions are approximate Before proceeding with any work, carefully check and verify all dimensions and quantities and immediately inform the Owner's Representative of any discrepancy between the drawings and/or specifications and actual conditions C Coordination Coordinate work with other trades to insure proper sequencing of construction 3 02 SOIL PREPARATION A Grades have been established under work of another Section to within 1", Dlus or minus, of required finished grades Verify that grades are within 1" plus or minus, of required P \Bids\2008 BIDS 6078\6099 Drake Zigeler Improvement Project Phase III\Drake Ziegler Phase 3 General Specs doc General Reqs 32 Drake/Ziegler Improvement Project Phase III Date Apra 3 2008 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 debris removal All ground areas to be planted shall be cleaned of all weeds and 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, part 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 contaminated by chemical herbicides in any planting areas shall be removed to a depth of 12" and replaced with clean herbicide -free topsoil D Moisture Content Soil shall not be worked when moisture content is so great that excessive compaction will occur, nor when it is so dry that excessive dust will form in the air 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 3 03 SOIL CONDITIONING Median areas shall be excavated below the base of the splash block 18" and then filled with the specified mix The subgrade will be scanfied to a 6" depth parallel to the way the median rims, to allow for drainage and root movement The specified topsoil and compost mix shall be thoroughly mixed prior to placement and filled to within 1 1/2" of the top edge of the splash block The soil in the medians shall be graded to a level surface 3 04 FINE GRADING When weeding, soil preparation, and soil conditioning have been completed and soil has been thoroughly water settled, all planting areas should be smooth -graded, ready for placement of plant materials A 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 B Drainage All grades shall provide for natural runoff of water without low spots or pockets Flow line grades shall be accurately set and shall not be less than 2% gradient wherever possible C Shrub Areas Finished grades shall be 1 1/2" below top of adjacent pavement edging, curbs or wall unless otherwise indicated on the Drawings P \Bids\2008 BIDS 6078\6099 Duke Zigeler Improvement Project Phase 111\Dmke Ziegler Phase 3 General Specs dm General Reqs 33 Drake/Ziegler Improvement Project Phase III Date April 2008 D 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 05 GROUND COVER, ANNUAL AND PERENNIAL BEDS Excavate areas to be planted with material smaller than 1 gallon size to a depth of six (6") inches and backfill with the following mix 80% on -site topsoil by volume (from Owner's stockpile) 20% peat moss by volume Five (5) pounds bone meal per cubic yard of backfill The specified backfill materials shall be pre mixed, then turned several times with a front end loader to a uniform, evenly blended consistency, free of all pockets of unblended material and any clods or stones greater than one (1 ") inch in diameter Backfill mix has occurred Pre -mixed back -fill mix shall be inspected per 1 06A, "Pre -Planting Inspections " 3 06 SHRUB AND TREE PLANTING A Planting Pits 1 Locate planting holes per planting plans bringing any conflict with underground utility lines to the attention of the Owner s Representative Locations for holes shall be according to 1 06B, "Planting Inspections " 2 Excavate holes to be the same depth as the root ball and two times the diameter of the root ball wide 3 The sides of the holes shall be roughened to remove any compacting or "glazing" caused by the digging operation The bottom of the hole shall be loosened to a nummum depth of six (6") inches Mix loosened soil with specified backfill to blend soil types 4 Fill the entire hole with water and allow to dram completely Contractor should notify Landscape Architect if a pit does not dram 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 B Backfilling Tree and shrub planting pits shall be backfilled with the following mix 100% on site topsoil by volume (from Owner's stockpile) For topsoil see 2 02A P \Bids\2008 BIDS 6078\6099 Drake Zigeler Improvement Project Phase lll\Dmke Ziegler Phase 3 General Specs doe General Reqs 34 Drake/Ziegler Improvement Project Phase III C Planting Date Apn13 2008 1 General - Do not Install plant materials until all construction work has been completed and sprinkler systems have been installed and tested Planting areas shall have been graded and prepared as herein specified and shall have been approved by the Landscape Architect 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 Fertilize trees and shrubs by placing 21 gram fertilizer tablets three (3") inches laterally and three (3") inches top of root ball as follows 1 for 1-gallon containers, 3 for 5-gallon containers and 5 for balled and burlapped material 4 Remove wine baskets from root balls Untie and lay back burlap from root ball on balled and burlapped material 5 Backfill entire hole with backfill mixture to grade and water thoroughly to eliminate all air pockets without packing the soil Allow soil to settle from watering Add backfill mixture as required 6 All plants shall be planted immediately after the containers are cut, and containers shall be regularly removed from the site so as not to present a hazard to persons using the area 7 Flatgrown plant material Install plants at spacing indicated on the drawings Plant in staggered rows, evenly spaced Dig holes large enough to allow for spreading of roots Place plants to root system lies free without doubling Fran soil around roots to eliminate air pockets Broadcast controlled release fertilizer over the entire planting area at the rate of 20 pounds per 1000 square feet of area 3 07 MULCHING A All planting beds shall be mulched with a four (4") inch layer of cedar mulch 3 08 TREE STAKING AND GUYING A Double stake all trees up to and including 2-1/2" caliper Set stakes plumb and at right angles to the prevailing wind Securely nail or bolt rubber straps to stakes leave strap: loose enough to allow a nummum of 3" lateral movement 3 09 TWO GROWING SEASON MAINTENANCE PERIOD A Continuously maintain all plantings in areas included in the Contract from the beginning of Contract work, during the progress of work, and for two (2) full growing seasons after completion of all work until final acceptance of all Contract work by the Owner P \BOs\2008 BIDS 6078\6099 Drake Ztgeler Improvement Project Phase lll\Dmke Ziegler Phase 3 General Specs doc General Reqs 35 Drake/Ziegler Improvement Project Phase III B Scope Date April 3 2008 New plantings Existing plantings within the construction area Continuous operations of watering, weedmg, cultivating, mowing, trimming, edging, rolling, fertilizing, spraying, insect, pest, fungus, and rodent control, and any other operations to assure good normal health a Weed Control i)Apply appropriate herbicide(s) in accordance with manufacturer's suggested retail rate(s) to control weeds Herbicide application must comply with all requirements herbicide/pesticide applicators license, including suitable warning/signing following application Herbicide applications and chemicals to be used will be approved by the City Forester Extreme caution must be used when applying herbicides near any tree, shrub or groundcover b Disease and Insect Control Apply fungicides and insecticides as required to control diseases and insects A licensed applicator must perform this work in accordance with state law requirements c Watering Contractor shall be responsible for watering of landscape areas to insure performance under this Section Apply the amount of water necessary to maintain plants in a healthy condition until the end of the one year warranty period Protection 1) Provide sufficient barriers and signage notifying the public to keep off newly planted areas ii) Work under this Section shall include complete responsibility for maintaining adequate protection for all areas Any damaged areas shall be repaired at no additional expense to the Owner Mow grass in sodded areas to maintain 2 to 3 inch height until final acceptance of project and turnover to City 5 Apply custom blend of fertilizer in split applications in early fall and late spring Two thirds of the nitrogen should be applied in the fall and one third in the spring Planting Bed and Mulch Surface Maintenance Requirements a Mulch all tree plantings four inches deep with cedar mulch, unless otherwise indicated on the Drawings b Remove all weed growth on a monthly basis, including those growing in cracks and curbs P \Bids\2008 BIDS 6078\6099 Drake Zigeler Improvement Project Phase III\Dmke Ziegler Phase 3 General Specs doc General Reqs 36 Drake/Ziegler Improvement Project Phase III Date Apra 3 2008 Maintenance for Trees and Shrubs a Water all trees and shrubs to insure optimal growth and establishment during the two growing season maintenance period as required by tlus Section New trees should receive two inches per week of irrigation during the first growing season applied over the root system Normal turf irrigation is generally adequate (one inch per week) for the second growing season Imgation rates should be adequate for new trees' establishment even when that is greater than water demand for turf It is the contractor's duty to determine and supply the water needs of trees and shrubs b Inspect new plantings on a regular basis c Remove tree wrap the next spring season after planting d Re -mulch trees on an annual basis to maintain a four inch deep mulch cover Maintain tree rings in turf zones as weed free e Insect and disease levels shall be monitored and control measured implemented when necessary following IPM practices Check with Assistant City Forester prior to unplementing any control measures f Remove all tree stakes and guy wires from trees one year after conditional acceptance g Fertilizing In addition to fertilizing of trees shrubs, ground covers, and lawns herein specified, famish and apply any additional fertilizers necessary to maintain plantings in a healthy, green vigorous growing condition during the maintenance period Do not over apply fertilizer Inspection a The Contractor shall notify the Owner's Representative prior to fertilizing and spraying operations b The Owner's Representative shall perform periodic inspections during the growing season of the site with the Contractor to determine that maintenance is sufficient to insure a healthy condition of the landscape work A final inspection will be held at the end of the two growing season maintenance period c The Landscape Contractor shall be available to meet on site with the Owner's Representative at any time within 24 hours notice during the construction, establishment or maintenance period d Replacements Immediately replace any plant materials that die or are damaged Lawns that do not grow shall be resodded Replacements shall be made to the Specifications as required for original plantings 3 10 CLEAN UP P \Bids\2008 BIDS 6078\6099 Drake Zigeler Improvement Project Phase III\Dmke Ziegler Phase 3 General Specs doc General Reqs 37 Drake/Ziegler Improvement Project Phase III Date April3 2008 A Remove all cans, surplus materials, and other debris from site Neatly dress and finish all planting areas Flush walks, paved areas, and the like clean to the satisfaction of the Owner's Representative B Rinse foliage of all plant materials within the construction area as often as necessary to keep the foliage free from dust generated by the work of this contract END OF SECTION P \Bids\2008 BIDS 6078\6099 Drake Zigeler Improvement Project Phase III\Dmke Ziegler Phase 3 General Specs doc General Reqs 38 Drake/Ziegler Improvement Project Phase III Date April 3 2008 DRAKE/ZIEGLER IMPROVEMENT PROJECT PHASE III The Colorado Division of Highways "Standard Specifications for Road and Bridge Construction (2005) except as revised herein is hereby adopted as a tmmmum standard of compliance for this project The City of Fort Collins Storm Drainage Construction Standards City of Fort Collins Water Utilities Standard Construction Specifications City of Fort Collins Design Criteria and Standards for Streets and City of Fort Collins Work Area Traffic Control Handbook shall also serve as minimum standards of compliance for this project They are not included in the contract documents but may be obtained at the appropriate City Departments It shall be the Contractor's responsibility to purchase and familiarize themselves with all of the City Department Specifications These project specifications, City Department specifications and CDOT standard specifications are considered minimum standards for compliance on this project In those instances where the CDOT Standard Specifications conflict with the City specifications listed above the City specifications shall govern In those instances where the CDOT Standard Specifications conflict with any of the provisions of the preceding Sections 00001 through 01750 General Requirements the preceding sections shall govern PROJECT CONSTRUCTION SPECIFICATIONS INDEX OF REVISIONS SECTION PAGE 201 CLEARING AND GRUBBING Technical Specs 2 202 REMOVALS Technical Specs 3 203 EXCAVATION AND EMBANKMENT Techmcal Specs 4 5 206 EXCAVATION AND BACKFILL FOR STRUCTURES Technical Specs 67 208 EROSION CONTROL Technical Specs 8 210 RESET STRUCTURES Technical Specs 9 10 304 AGGREGATE BASE COURSE Technical Specs 11 306 RECONDITIONING Technical Specs 12 307 FLYASH STABILIATION Technical Specs 13 16 401 PLANT MIX PAVEMENT GENERAL Technical Specs 1722 403 HOT BITUMINOUS PAVEMENT Technical Specs 23 26 412 PORTLAND CONCRETE PAVEMENT Technical Specs 2728 506 RIP RAP Technical Specs 29 30 601 STRUCTURAL CONCRETE Technical Specs 31 603 CULVERTS AND SEWERS Technical Specs 32 604 MANHOLES INLETS AND METER VAULTS Technical Specs 33 608 SIDEWALKS AND DECORATIVE CROSSWALKS Technical Specs 3435 609 CURB AND GUTTER Technical Specs 36 619 WATER LINES Technical Specs 37 U \Drake/Ziegler Improvement Project Phase III\Technieal Specifications Technical Specs I Drake/Ziegler Improvement Project Phase III REVISION OF SECTION 201 CLEARING AND GRUBBING Section 201 of the Standard Specifications is hereby revised for this project as follows Subsection 20101 is revised to include the following Date Apnl3 2008 This work shall consist of clearing grubbing removing and disposing of vegetation and debris within the limits of the right of way easement areas borrow pits and other areas shown in the Contract or required by the work Vegetation and objects designated to remain shall be preserved free from injury or defacement The Owner will designate all trees shrubs plants and other objects to remain Every object that is designated to remain and is damaged shall be repaired or replaced as directed at the Contractors expense Clearing and grubbing shall extend to the toe of the fill or the top of cut slopes unless otherwise designated All surface objects trees stumps roots fencing and other protruding obstructions not designated to remain shall be cleared and grubbed including mowing as required Undisturbed stumps roots and nonperishable solid objects located 2 feet or more below subgrade or embankment slope may remain in place In areas to be rounded at the tops of back slopes stumps shall be removed to at least 2 feet below the surface of the final slope All cleared material or debris shall be disposed of outside of the project limits Payment will be made under Pay Item and Pay Uni[ The pay unit is denoted by ( ) 201 01 Clearing and Grubbing — (LS) The above prices and payments shall include full compensation for furnishing all labor materials tools equipment and incidentals and for doing all work involved in the clearing and grubbing as specified in these specifications and as directed by the Engineer END OF SECTION U tDrake/Ztegler Improvement Project Phase IIPTechmcal Specifications Technical Specs 2 Drake/Ziegler Improvement Project Phase III REVISION OF SECTION 202 REMOVALS Date Apnl3 2008 Section 202 of the Standard Specifications is hereby revised for this project as follows Subsection 202 01 is revised to include the following The Contractor shall remove and dispose of all irrigation structures pipe structures asphalt curb and gutter obstructions that are designated for removal by the Engineer All such removals will be measured in the field and quantities agreed to by the Contractor and the Engineer Subsection 202 02 is revised to include the following Disposal Site Materials designated for removal shall become property of the Contractor unless noted in the specifications or specified by the Engineer to be salvaged or stockpiled It shall be the Contractors responsibility to obtain disposal sites for all unusable material which is removed Subsection 202 03 is revised to include the following Prior to removal concrete and/or asphalt shall be saw cut full depth to a clean and straight vertical line Pieces of concrete which due to the Contractor s operations crack or break beyond the limits of construction shall be saw cut or removed to the nearest joint and removed and replaced at the Contractors expense The limit of the repair will be determined by the Engineer The initial saw cutting to remove existing concrete and/or asphalt shall be considered incidental to the Work and shall not be paid for separately under this item Removal of concrete asphalt and/or obstructions as described in section 202 01 beyond the limits designated by the Engineer will be the responsibility of the Contractor and will not be paid for under this section Subsection 202 07 is revised to include the following Remove 60x50 Existing Secondary Drainage Structure —This work requires removing a concrete stabilized soil drop structure in the approximate location of the box culvert This work shall include hauling and disposing the concrete stabilized material off site Material from this operation shall become the property of the Contractor There is a For Information Only sheet at the back of the plan set that shows the construction details for the secondary drainage structure Payment will be made under Pay Item and Pay Unit The pay unit is denoted by ( ) 202 01 Remove Curb and Gutter — (LF) 202 02 Remove 60x50 Existing Secondary Drainage Structure — (LS) 202 03 Saw Cut Existing Asphalt — (LF) The above prices and payments shall include full compensation for furnishing all labor materials tools equipment and incidentals and for doing all work involved in removals and rotomilling including excavation backfill haul and disposal as specified in these specifications and as directed by the Engineer All saw cutting involved in removing the necessary items in order to complete the Work shall be considered incidental to the Work and will not be paid for separately END OF SECTION U \Drake/Ziegler Improvement Project Phase 111\Techmcal Specifications Technical Specs 3 5 0 INTERPRETATIONS AND ADDENDA 5 1 All questions about the meaning or intent of the Bidding Documents are to be submitted in writing to the Engineer and the OWNER Interpretation or clarifications considered necessary in response to such questions will be issued only by Addenda Questions received less than seven days prior to the date for opening of the Bids may not be answered Only questions answered by formal written Addenda will be binding Oral and other interpretations or clarifications will be without legal effect 5 2 All questions concerning the scope of this project should be directed to the Engineer Questions regarding submittal of bids should be directed to the City of Fort Collins' Purchasing Division 5 3 Addenda may also be issued to modify the Bidding Documents as deemed advisable by OWNER or Engineer 5 4 Addenda will be mailed or delivered to all parties recorded by the OWNER as having received the Bidding documents 6 0 BID SECURITY 6 1 Each Bid must be accompanied by Bid Security made payable to OWNER in the amount stated in the Invitation to Bid The required security must be in the form of a certified or bank cashier's check payable to OWNER or a Bid Bond on the form enclosed herewith The Bid Bond must be executed by a surety meeting the requirements of the General Conditions for surety bonds 6 2 The Bid Security of the successful Bidder will be retained until such Bidder has executed the Agreement and furnished the required contract security whereupon Bid Security will be returned If the successful Bidder fails to execute and deliver the Agreement and furnish the required contract security within 15 days of the Notice of Award OWNER may annul the Notice of Award and the Bid Security of that Bidder will be forfeited The Bid Security of other Bidders whom OWNER believes to have reasonable chance receiving the award may be retained by OWNER until the earlier of the seventh day after the effective date of the Agreement or the thirty-first day after the Bid Opening whereupon Bid Security furnished by such Bidders will be returned Bid Security with Bids which are not competitive will be returned within seven days after the Bid opening 7 0 CONTRACT TIME The number of days within which or the date by which the Work is to be substantially complete and also completed and ready for Final Payment (the Contract Times) are set forth in the Agreement 8 0 LIQUIDATED DAMAGES Rev 10/20/07 Section 00100 Page 3 Drake/Ziegler Improvement Project Phase III REVISION OF SECTION 203 EXCAVATION AND EMBANKMENT Section 203 of the Standard Specifications is hereby revised as follows Subsection 203 01 is revised to include the following Date April 2008 Excavation - Seeded Roadway 6" Depth Roadway — At the end of Phase 2 construction the City was required to seed the roadway to meet S WMP requirements With this final phase of construction the contractor will need to strip the top 6 of subgrade to remove all vegetation This material shall become the property of the City of Fort Collins and will used onsrte in parkway and behind sidewalks This item shall include stripping existing vegetation and placing in parkways and behind sidewalks This item shall be paid according to plan quantity unless it is determined that 6 of stripping is excessive If adjustments to the depth of stripping are made the plan quantity will be adjusted to show the reduction in excavated material Borrow Suitable Fill Material This shall include supplying placing and compacting suitable fill material as directed by the Engineer This item will be used to replace the excavated subgrade material (described above) This item will be paid according to plan quantity unless it is determined that 6 of suitable fill is excessive due to adjustments in the Excavation —Seeded Roadway-6 Depth —Roadway quantity If adjustments to the depth of fill are made the plan quantity will be adjusted to show the reduction in required fill material Splashblock Shaping — The areas in the medians beneath the exposed aggregate concrete shall be backfilled with suitable onsrte material approved by the Engineer These areas shall be backfilled in lifts not to exceed six inches (6 ) and compacted with a plate compactor or as directed by the Engineer This item will not be paid for as Embankment This item will be measured in the field and will be paid for by the square foot Muck Excavation (Complete in Place) —This shall include excavation of unsuitable material supplying and placing Class I or 2 Structural Backfill Pit Run or an approved fill re compacting material to finish grade and haul and disposal of unsuitable material Muck Excavation of material from ram or weather damage will not be paid for and is entirely the Contractors responsibility This item shall be measured in the field and will be paid for by the cubic yard Excavation and Embankment will only be paid when a significant change in grade is required as determined by the Engineer Minor cuts and fills shall be considered incidental to the work, and shall not be paid separately under this section If unsuitable subgrade is encountered and the Engineer directs the Contractor to over excavate the material the Contractor shall use Aggregate Base Courses (Class 5 or 6) Class 1 or 2 Structural Backfill Pit Run or an approved fill to backfill the over excavated area if there is not any acceptable material onsite This Work will be paid for separately under the Muck Excavation item The proposed material shall meet the following mimmum requirements LL Maximum 30 PI Maximum 6 R Value Minimum 78 The minimum strength coefficient of the Aggregate Base Coarse shall be 0 11 After specified compaction has been obtained the subgrade under the curb gutter sidewalk, and pavement shall be proof rolled with a heavily loaded rubber tired roller fully loaded water truck or approved equal Those areas which produce a rut depth of over one half (1/2) inch or which crack the subgrade after pumping and rebounding shall be ripped scanfied wetted or dried if necessary and recompacted to the requirements for density and moisture at the Contractor s expense Where unsuitable material is encountered the Engineer may require the Contractor to remove the unsuitable materials and backfill to the finished grade with approved material The completed subgrade shall be proof rolled again after placement of approved material This will be paid for at the contract unit price for Muck Excavation U Onake/Ziegler Improvement Project Phase III\Technical Specifications Technical Specs 4 Drake/Ziegler Improvement Project Phase III Date April 2008 The Contractor shall refer to the plans for regrading information This work shall include all excavation embankment and grading required to prepare these sites for landscaping Subsection 203 04 is revised to include the following The excavations and embankments shall be finished to smooth and uniform surfaces conforming to the typical sections specified Variation from the subgrade plan elevations specified shall not be more than 0 08 feet Subsection 203 13 is revised to include the following Payment will be made under Pay Item and Pay Unit The pay unit is denoted by ( ) 203 01 Excavation Seeded Roadway 6 Depth Roadway — (CY) 203 02 Borrow Suitable Fill — (CIP) — (CY) 203 03 Muck Excavation — (CY) 203 04 Potholing —(LS) 203 05 Import Topsoil (Screened) — 3 Depth — Parkways — (SY) 203 06 Borrow ABC (Class 5 or 6) — (CIP) — (TON) 203 07 Splash Block Shaping — (SF) The above prices and payments shall include full compensation for famishing all labor materials tools equipment and incidentals and for doing all work involved in Unclassified Excavation Embankment Haul & Dispose Topsoil (stripping stockpiling, placing) Muck Excavation Borrow ABC and Median Hardscape Shaping including without limitation haul stockpiling placing of material watering or drying soil compaction proof rolling finish grading and disposal of unusable materials as shown on the plans and as specified in these specifications and as directed by the Engineer END OF SECTION U IDrake/Ziegler Improvement Project Phase IIRTechnical Specifications Technical Specs 5 Drake/Ziegler Improvement Project Phase III Date April 3 2008 REVISION OF SECTION 206 EXCAVATION AND BACKFILL FOR STRUCTURES Section 206 of the Standard Specifications is hereby revised as follows Subsection 206 01 is revised to include the following Structure Excavation — It is anticipated that unsuitable soils will be encountered for the abutment walls for the Foothills Channel Box Culvert The excavation of the unsuitable material has already been accounted for and will be paid for under Structure Muck Excavation The Contractor is cautioned that construction equipment may cause the natural soils to pump or deform while performing excavation work inside and on footings structural floor slabs or other structure foundation areas Foundation materials which are a) saturated by either surface or dewatering work by the Contractor b) frozen for any reason or c) that are disturbed by the Contractor s work or caused to become unacceptable for foundation material purposes by means of the Contractor s equipment manpower or method of work she be removed and replaced by the Contractor at his expense Care should be taken when excavating the foundations to avoid disturbing the supporting materials Excavation by either hand or careful backhoe operation may be required to achieve the subgrade depth of the last few inches of any item of the concrete work Any over excavated subgrades that are due to the Contractor s actions shall be brought back to subgrade elevations by the Contractor and at his expense in the following manner For over excavations of 2 inches or less either Backfill and compact with an approved granular materials backfill with 92 inch washed crushed rock or fill within concrete at the time of the appurtenant structure concrete pour For over excavations greater than 2 inches backfill and compact with 1 %2 inch washed crushed rock Borrow Structure Backfill (R Value >25)—Backfill and fill within 2 feet of and adjacent to all structures and for full height of the wall shall be selected non swelling material It shall be granular well graded and free from stones larger than3 mches Material maybe lob excavated but selectivity will be required asdetermined by the Engineer Refer to the Plans for lob specific requirements Stockpiled material other than topsoil from the excavation shall be used for backfilhng unless an impervious structural backfill is specified The backfill material shall consist of either clean on site granular materials free from stones larger than 3 inches in diameter with no more than 20% passing the No 200 sieve or equivalent imported materials All backfill around the structures shall be consolidated by mechanical tamping The material shall be placed in 8 inch loose lifts within range of 2% above to 2% below the optimum moisture content and compacted to 95% of Maximum Standard Proctor Density (ASTM D698) for cohesive soils or to 70% relative density for pervious material as determined by the relative density of cohesion less soils ASTM D4253 Structure Backfill Flow Fill — Backfill flow fill will be required around the foundation and up to a height of 2 above the foundation This item will be paid for by the Cubic Yard Dewatenng—It is anticipated that the project will require a dewatenng processes This item shall include pumps labor equipment and any associated costs to insure a dry work area Also a discharge pipe is to be installed and removed to provide access for construction equipment It will be the responsibility of the contractor to obtain Dewatenng Permits from the Colorado State Health Department These combined items will be paid for as an Each price Structure Haul and Dispose — This shall consist of hauling and disposing of any excess material or unsuitable fill matenal on site This item will be measured from the plans and cross sections and will be paid for by the Cubic Yard This item shall be paid based on load counts U Uhake/Ziegler Improvement Pmleci Phase IlhTmhnical Specifications Technical Specs 6 Dmke/Znegler Improvement Project Phase III Date April 2008 Structure Muck Excavation — Unsuitable material encountered within the area of excavation for the structure shall be removed to a depth directed by the Engineer All unsuitable material shall be disposed of as directed Muck excavation of material from ram or weather damage will not be paid for and is entirely the Contractors responsibility This item shall be measured In the field and will be paid for by the Cubic Yard Subsection 206 07 is revised to include the following Payment will be made under Pay Item and Pay Umt The pay unit is denoted by ( ) 20601 Structure Excavation — (CY) 20602 Borrow Structure Backfill (R Value >25) @ Wmgwalls — (CY) 206-03 Structure Backfill Flow Fill @ Box Culvert — (CY) 20604 Filter Material (1 %:" Washed Rock) — (TON) 20605 Structure Haul and Dispose (On Site) — (CY) 20606 Structure Muck Excavation — (CY) 20607 Dewatenng — (EA) END OF SECTION U \Drake/Znegler Improvement Project Phase IllU chnical Sp=ficahons Technical Specs 7 Drake/Ztegler Improvement Project Phase III SECTION 208 EROSION CONTROL Section 208 of the Standard Specifications is hereby revised as follows Subsection 208 01 is revised to include the following Date ApnI3 2008 All Erosion Control Devices Materials and Techniques required to prevent damage to the storm water facilities as outlined in the City of Fort Collins Standards will be considered incidental to the work and shall be included in the price No measurement for payment shall be made for maintenance of Erosion Control devices Tins item will be paid for as a lump sum price to the Contractor Working in or Crossing Watercourses and Wetlands — Construction vehicles should be kept out of watercourses to the extent possible Where in channel work is necessary precautions must be taken to stabilize the work area during construction to minimize erosion control The channel (including bed and banks) must always be re -stabilized immediately after in channel work is completed Where a live (wet) watercourse must be crossed by construction vehicles during construction a Temporary Stream Crossing must be provided for this purpose Sod Retention Blanket (straw/coconut) shall be a machine produced mat consisting of 70 percent agricultural straw and 30 percent coconut fiber The blanket shall be of consistent thickness with the straw and coconut fiber evenly distributed over the entire area of the mat The blanket shall be covered on the top and bottom with 100% biodegradable natural organic fiber netting Subsection 208 07 is revised to include the following The accepted quantities will be paid for at the contract unit price Payment will be made under Pay Item and Pay Unit The pay unit is denoted by ( ) 208 01 Erosion Control — per plan — contractor obtains SWMP from State — (LS) 208 02 Soil Retention Blanket w/seed @ Box Culvert — (SF) The above prices and payments shall include full compensation for furnishing all labor materials tools equipment and incidentals and for doing all work involved in installing and maintaining erosion control complete in place as specified in these specifications and as directed by the Engineer END OF SECTION U Drake/Ziegler Improvement Project Phase IIffechmcal Specifications Technical Specs 8 Drake/Ziegler Improvement Project Phase III REVISION OF SECTION 210 RESET STRUCTURES Section 210 of the Standard Specifications is hereby revised as follows Subsection 210 01 is revised to include the following Date Apnl3 2008 Work contained in this Subsection shall meet the requirements of the current City of Fort Collins Specifications or other applicable water utility agency standard construction specifications The Contractor shall cooperate and coordinate with the City of Fort Collins or other applicable water utility when shutting off water to mmimize downtime to customers The Contractor shall also coordinate work involving the relocation of fire hydrants water meters curb stops and water valves and lowering water and sewer service lines and water lines The Contractor shall supply all materials required to complete the work that is not supplied by the City or other applicable water utility and these materials shall be included in the costs of each item This shall include but not be limited to new copper line and fittings new stop boxes meter pits excavation backfill and compaction New copper fittings stop boxes and meter pits will be required at each location All structures located in bituminous pavements to be surfaced shall be adjusted prior to or during paving operations All structures located withm a concrete pavement shall be adjusted prior to opening the roadway The Contractor shall perform all work needed to ensure that said structures can be readily adjusted and shall have all necessary materials on hand prior to commencing the work The adjustments shall be made as noted below All structures shall be adjusted to be V. +/ 1/8 below the pavement surface The Contractor shall be responsible for immediately cleaning out all construction materials that may fall into manholes valve boxes or other structures during the construction process In the event that a structure was not properly adjusted (i a too high or too low) or the structure was covered and not adjusted after the paving operation written notice will be given by the Engineer to the Contractor requiring the Contractor to make the necessary adjustments within 5 working days In the event that the structure is not adjusted within said time frame the Engineer shall have the right to engage a third party to complete the work and to withhold the cost of such work from payments due the Contractor If a structure is adjusted prior to an overlay operation the Contractor shall place bitutnmous base material around the structure as directed by the Engineer to insure that it will not be a hazard to vehicular traffic This will be paid for under the bid item for Asphalt Patching Adjust Valve Box (COFC Water Dept )— Valve boxes located within asphalt pavement shall be adjusted by removing the existing pavement around the valve box adjusting the valve by turning it to the proper grade trimming the existing asphalt by cutting vertical edges then spreading and mechanically compacting bitununous material of the same grade and quality as the adjacent pavement If a valve box cannot be turned up or can be turned up but not sufficiently to achieve the proper grade or if the top section of the valve box is in poor condition the Contractor shall excavate around the top section of the valve box and remove and replace the top section with a longer section supplied by the Contractor The excavation shall then be back filled with Non Shrink backfill to the top of subgrade and then material of the same grade and quality as the adjacent pavement shall be placed The Contractor shall exercise reasonable care while attempting to adjust the valve boxes If in the opinion of the Engineer the Contractor is negligent and breaks the valve box the valve box shall be replaced at the Contractor s expense This item will be paid under Adjust Valve Box — (EA) U Orake/Ziegler Improvement Project Phase IIPTechmcal Specifications Technical Specs 9 Drake/Ziegler Improvement Project Phase 111 Date Apnl 3 2008 Adjust Manhole Ring/Cover — Manholes located within existing asphalt pavement shall be adjusted by removing an area of pavement with a minimum diameter one foot (1 ) larger than the structure (centered on the structure) This shall be done by cutting vertical edges adjusting the manhole by grouting concrete rigs and/or utilizing metal shims to raise the structure to the proper grade then spreading and mechamcally compacting bitummous material of the same grade and quality as the adjacent pavement When the manhole adjustment is complete the slope ofthe top surface of the manhole cover shall match the slope of the pavement in both the longitudinal and traverse directions Any manhole cover which is unstable or noisy under traffic shall be replaced This item will be paid under Adjust Manhole Ring/Cover — (EA) Traffic Signs Prior to commencement of any construction that will affect traffic signs of any type the Contractor shall contact the City of Fort Collins Streets Division and the City Project Inspector for removal of the signs The COFC Streets Division will remove these signs and reset all traffic signs upon project completion Payment will be made under Pay Item and Pay Unit The pay unit is denoted by ( ) 21001 Modify Manhole— (EA) 210 02 Relocate Existing Headgate — (LS) The above prices and payments shall include full compensation for furnishing all labor materials tools equipment and mcidentals and for doing all the Work involved in adjusting structures complete in place including non shrink backfill concrete metal shims bituminous materials haul and disposal excavation bedding material backfill and compaction as shown on the plans as specified in these specifications and as directed by the Engineer END OF SECTION U \Drake/Ziegler Improvement Project Phase IlnTechmcal Specifications Technical Specs 10 Drake/Ziegler Improvement Project Phase III REVISION OF SECTION 304 AGGREGATE BASE COURSE Section 304 of the Standard Specifications is revised as follows Date April 2008 Subsection 304 01 is revised to include the following This work shall consist of placmg 10 of Aggregate Base Course (Class 5 or 6) over previously prepared pavement sub grade approved by the Engineer Aggregate Base Course will be used under the asphalt pavement section and shall meet the requirements of Subsection 703 03 The proposed matenal shall meet the following minimum requirements LL Maximum 30 PI Maximum 6 R Value Minimum 78 The minimum strength coefficient of the Class 5 or 6 Aggregate Base Course shall be 0 11 Subsection 304 06 is revised to include the following Aggregate Base Course shall be compacted to at least 95% of maximum density at or near optimum moisture as determined by ASTM D698 Subsection 304 07 is revised to include the following Aggregate Base Course will be measured by the ton at proper moisture Quantity will be adjusted accordingly if the moisture content is too high Haul and water necessary to bring mixture to optimum moisture will not be measured or paid for separately but shall be included in the price for Aggregate Base Course Load tickets shall be consecutively numbered for each day Soil sterilization shall be applied under all new asphalt paving and shall be considered incidental to the work Sterilization shall not be paid for separately under this item Subsection 304 08 is revised to include the following The accepted quantities of Aggregate Base Course will be paid for at the contract unit price per ton Payment will be made under Pay Item and Pay Unit The pay unit is denoted by ( ) 304 01 Aggregate Base Course — (Class 5 or 6) — 6 Depth — (CIP) — (TN) The above prices and payments shall include full compensation for furnishing all labor materials tools equipment and incidentals and for doing all work involved in Aggregate Base Course including haul sterilization and water The work will be complete in place as shown on the plans as specified in these specifications and as directed by the Engineer END OF SECTION U \Drake/Ziegler Improvement Project Phase IMTechnical Specifications Technical Specs -11 Drake/Ziegler Improvement Project Phase III REVISION OF SECTION 306 RECONDITIONING Section 306 of the Standard Specifications is hereby revised for this project as follows Subsection 306 02 is revised to include the following Date April 3 2008 The top 6 of the sub grade including fill areas (curb gutter and sidewalk areas) shall be reconditioned by scarifying and re compacting The sub grade shall be thoroughly mixed and dried or moistened to full depth and compacted as specified in Section 203 07 The reconditioned surface shall not vary above or below the Imes and grades as staked by more than 0 04 foot under asphalt or concrete pavement or 0 08 foot under aggregate base course The surface shall be tested prior to application of any base course or pavement All defective work shall be corrected as directed by the Engineer The surface shall be protected and maintained until base course or pavement has been placed If the Contractor chooses to use road base as a fine grading material or a material to mitigate over excavated or rain damaged areas this shall be entirely the Contractor's cost and shall be considered incidental to the Work The Contractor shall be paid for reconditioning ifreconditioning has been attempted and muck excavation in the event that unsuitable material is encountered and removed at the direction of the Engineer It shall be at the Engineer s discretion to determine if the Contractor has made a sufficient effort to control the moisture in the sub grade material and made a reasonable effort to recondition the sub grade Sod sterilization shall be applied under all new asphalt paving and shall be considered incidental to the work Sterilization shall not be paid for separately under this item This item (Reconditioning) will not be necessary or paid for in Subsection 306 04 is revised to include the following The accepted quantities of Reconditioning will be paid for at the contract unit price per square yard Payment will be made under Pay Item and Pay Unit The pay unit is denoted by ( ) 306 01 Sidewalk Preperation — (SY) The above prices and payments shall include full compensation for furnishing all labor materials tools equipment and incidentals and for doing all work involved in Reconditioning complete in place including compaction wetting or drying and finish grading as shown on the plans as specified in these specifications and as directed by the Engineer END OF SECTION U \Drake/Ziegier Improvement Project Phase IIATechmcal Specifications Technical Specs 12 Drike/Ziegler Improvement Project Phase III Date April 3 2008 REVISION OF SECTION 307 FLYASH SUBGRADE STABILIZATION Section 307 of the Standard Specifications is revised as follows This item shall consist of treating the subgrade addmg Class C' fly ash mixing and compacting of the mixed material to the required depth and density This item applies to natural ground or embankment and shall be constructed as specified herein and in conforinity, with the typical sections, lines and grades as shown on the plans or as established by the Engineer MATERIALS A Fly Ash The fly ash shall meet ASTM Specification 618 Section 3 2 when sampled and tested in accordance with Sections 4 6 and 8 unless otherwise shown on the plans Fly ash shall be Class C designation containing a traminium of 25 percent CaO B Water The water used in the stabilized mixture shall be clean clear and free of sewage vegetable matter oil acid and alkali Water known to be potable may be used without testing All other sources shall be tested in accordance with AASHTO T 26 and approved by the Materials Engineer EQUIPMENT A The machinery tools and equipment necessary for proper prosecution of the Work shall be on the project site and approved by the Engineer prior to the beginning of construction operations All machinery tools and equipment used shall be maintained in a satisfactory and workmanlike manner Fly ash shall be stored and handled in closed weatherproof containers until immediately before distribution on the road If storage bins are used they shall be completely enclosed If fly ash is furnished in trucks each truck shall have the weight of fly ash certified on public scales or the Contractor shall place a set of standard platform truck scales or hopper scales at a location approved by the Engineer CONSTRUCTION METHODS A General It is the primary purpose of this specification to secure a completed course of treated material that contains the following 1 Uniform fly ash/soil mixture with no loose or segregated areas 2 Uniform density and moisture content 3 Is well bound for its full depth 4 A smooth surface suitable for placing subsequent courses It shall be the responsibility of the Contractor to regulate the sequence of his work to process a sufficient quantity of material to achieve full depth as shown on plans to use the proper amounts of fly ash to maintain the work and to rework the courses as necessary to meet the above requirements at no additional cost Before other construction operations are initiated the subgrade shall be graded and shaped to enable the fly ash treatment of materials in place in conformance with the lines grades and thickness shown on the plans Unsuitable soil or matenals shall be removed and replaced with acceptable matenal The subgrade shall be fine and able to support without displacement the construction equipment and the U \Drake/Ziegler Improvement Project Phase III\Techmcal Specifications Technical Specs -13 Provisions for liquidated damages are set forth in the Agreement 9 0 SUBSTITUTE ("OR EQUAL") MATERIAL AND EQUIPMENT The Contract if awarded will be on the basis of material and equipment described on the Drawings or specified in the Specifications without consideration of possible substitute or "or equal" items Whenever it is indicated on the Drawings or specified in the Specifications that a substitute or "or equal" item of material or equipment may be furnished or used by CONTRACTOR if acceptable to Engineer application for such acceptance will not be considered by Engineer until after the "effective date of the Agreement" The procedure for submittal of any such application by CONTRACTOR and consideration by Engineer is set forth in the General Conditions which may be supplemented in the General Requirements 10 0 SUBCONTRACTORS SUPPLIERS AND OTHERS 10 1 Each Bidder shall submit at the Bid opening to OWNER a list of principal subcontractors he proposes to use in the Work Refer to Section 00430 contained within these Documents 10 2 If OWNER or Engineer after due investigation has reasonable objection to any proposed Subcontractor either may before the Notice of Award is given request the apparent successful Bidder to submit an acceptable substitute without an increase in Bid price If the apparent successful Bidder declines to make any substitution OWNER may award the contract to the next lowest responsive and responsible Bidder that proposes to use acceptable subcontractors Subcontractors suppliers other persons or organization listed and to whom OWNER or Engineer does ndt 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 Rev 10/20/07 Section 00100 Page 4 Drake/Ziegler Improvement Project Phase III Date Apn13 2008 compaction hereinafter specified Soft or yielding subgrade shall be corrected and made stable by scarifying adding fly ash and compacting until it is of uniform stability If the Contractor elects to use a tnmmtng machine that will remove the subgrade material accurately to the secondary grade he will not be required to expose the secondary grade or windrow the material However the Contractor shall be required to roll the subgrade as directed by the Engineer before using the tnmmmg machine and correcting any soft areas that this rolling may reveal This method will be permitted only where a machine is provided which will ensure that the material is cut uniformly to the proper depth and which has cutters that will plane the secondary grade to a smooth surface over the entire width of the cut The machine shall be of such design that visible indication is given at all times that the machine is cutting to the proper depth B Application The fly ash shall be spread by an approved spreader at the rate of 12% dry weight of soil as shown on the plans and as directed by the Engineer A motor grader shall not be used to spread the fly ash The fly ash shall be distributed at a uniform rate and in such manner as to reduce the scattering of fly ash by wind to a minimum Fly ash shall not be applied when wind conditions in the opinion of the Engineer are such that blowing fly ash becomes objectionable to traffic or adjacent property owners During final mixing water shall be added to the materials as directed by the Engineer until the proper moisture content has been secured Water shall be added through the pulverizing machine or method acceptable to the Engineer to develop a uniform controlled rate addition of the needed moisture Initial muxmg after the addition of fly ash will be accomplished dry or with a minimum of water to prevent fly ash balls Final moisture content of the mix prior to compaction shall not exceed the optimum moisture content of the mix by more than two percent nor by less than the optimum by more than four percent Should the natural moisture content of the soil be above the specified range aeration of the soil may be required prior to addition of the fly ash C Mixing The soil and fly ash shall be thoroughly mixed by approved rotary mixers or other approved equipment and the mixing continued until in the opinion of the Engineer a homogeneous friable mixture of soil and fly ash is obtained free from all clods or lumps Water required to achieve the specified moisture content for the muxture should be added after initial mixing If the sod fly ash mixture contains clods they shall be reduced in size by raking blading disking harrowing scarifying or the use of other approved pulverization methods so that when all non slaking aggregates retained on the No 4 sieve are removed the remainder of the material shall meet the following requirements when tested at the field moisture condition or dry by laboratory sieves Minimum Passing 1 inch sieve 100 percent Minimum Passing No 4 sieve 60 percent D Compaction Compaction of the mixture shall begin immediately after mixing of the fly ash and be completed within one hour following addition of fly ash and water The matenal shall be sprinkled as necessary to maintain the optimum moisture Compaction of the mixture shall begin at the bottom and shall continue until the entire depth of mixture is uniformly compacted to a specified density All non uniform (too wet too dry or insufficiently treated) areas which appear shall be corrected immediately by scarifying the areas affected adding or removing material as required and reshaping the recompacting by sprinkling and rolling The surface of the course shall be maintained in a smooth condition free from undulations and ruts until other work is placed thereon or the work is accepted U TDmke/Zregler Improvement Project Phase IlhTechmcal Specifications Technical Specs 14 Drake/begler Improvement Project Phase III Date April 3 2008 The stabilized section shall be compacted to the extent necessary to provide the density specified below Description For fly ash treated subgrade existing subase or existing base that will receive subsequent sub base or base courses Not less than 95 percent maximum dry density (ASTM D 698) For fly ash treated sub base or base that will receive surface course Not less than 95 percent maximum dry density (ASTM D 698) In addition to the requirements specified for density the full depth of the material shown on the plans shall be compacted to the extent necessary to remain firm and stable under construction equipment After each section is completed the Engineer will make tests as necessary If the material fails to meet the density requirements the Engineer may require it to be reworked as necessary to meet those requirements or require the Contractor to change his construction methods to obtain required density on the next section Throughout this entire operation the shape of the course shall be maintained with a blade and the surface upon completion shall be smooth and in conformity with the typical section shown on the plans and to the established lines and grades Grading should be terminated within two hours after blending of the fly ash Should the material due to any reason or cause lose the required stability density and finish before the next course is placed or the work is accepted it shall be reprocessed re compacted and refinished at the sole expense of the Contractor Reprocessing shall follow the same pattern as the initial stabilization including the addition of fly ash E Finishing, Cunng and Preparation for Surfacing After the final course of the treated sub grade sub base or base has been compacted it shall be brought the required lines and grades in accordance with the typical sections The resulting base surface shall be thoroughly rolled with a pneumatic tire roller and clipped skinned or `tight bladed by a power grader to a depth of approximately 3 inch removing all loosened stabilized material from the section Re compaction of the loose material should not be attempted The surface shall then be thoroughly compacted with the pneumatic roller adding small increments of moisture as needed during rolling If plus No 4 aggregate is present in the nuxture one complete coverage of the section with the fat wheel roller shall be made immediately after the clipping operation When directed by the Engineer surface finishing methods may be vaned from this procedure provided a dense uniform surface free of surface compaction plans is produced The moisture content of the surface material must be maintained within the specified range during all finishing operations Surface compaction and finishing shall proceed in such a manner as to produce in not more than two hours a smooth closely knit surface free of cracks ridges or loose material conforming to the crown grade and line shown on the plans 2 After the fly ash treated course has been finished as specified herein the surface shall be protected against rapid drying by either of the following cunng methods for a period of not less than three days or until the surface or subsequent courses are placed (a) Maintain a thorough and continuously moist condition by sprinkling (b) Apply a two inch layer of earth on the completed course and maintain in a moist condition (c) Apply an asphalt membrane to the treated course immediately after same is completed The quantity and type of asphalt approved for use by the Engineer shall be sufficient to completely cover and seal the total surface of the base between crown lines and all voids If the Contractor elects to use this method it shall be the responsibility of the Contractor to protect the asphalt membrane from being picked up by traffic by either sanding or dusting the surface of same The asphalt membrane may remain in place when the proposed surface or other base courses are placed Asphaltic emulsions are not acceptable for the asphaltic membrane U IDrake/begler Improvement Project Phase IIIITechmcal Specifications Technical Specs 15 Drake/Ziegler Improvement Project Phase III METHOD OF MEASUREMENT Date Apn13 2008 Fly Ash Subgrade Stabilization will be measured by the square yard to the limits as constructed in the field and be paid for at the contract unit price per square yard NOTE The square yards of Fly Ash Subgrade Stabilization is an estimate only based on the soils report and general knowledge of the soil conditions in this area The subgrade areas to be stabilized with fly ash will be determined by the Engineer based upon results after proof rolling and effects resulting from inclement weather conditions Subgrade areas not requiring fly ash stabilization will be Reconditioned (Revision of Section 306), measured by the square yard as constructed in the field and paid for at the Reconditioning contract unit price per square -yard BASIS OF PAYMENT Payment will be made under Pay Item and Pay Un The pay unit is denoted by ( ) 307 01 Fly Ash 12 Depth 12% (SY) The above prices and payments shall include full compensation for furnishing all labor materials tools equipment and incidentals and for doing all work involved in Fly ash stabilization complete in place including compaction and wetting or drying as shown on the plans as specified in these specifications and as directed by the Engineer END OF SECTION U Drake/Ziegler Improvement Project Phase IffiTechntcal Specifications Technical Specs 16 Drake/Ziegler Improvement Prolmt Phase III REVISION OF SECTION 401 & 703 PLANT MIX PAVEMENTS — GENERAL & AGGREGATES Section 401 and 703 of the Standard Specifications is hereby revised as follows Subsection 40102 is hereby revised to include the following Date April 2008 Requests made in writing by the Contractor for changes in the lob mux formula will be considered by the Engineer A lob mix formula shall be determined by the Contractor and submitted to the Engineer for approval a mmitmum of one week prior to the beginning of construction for each proposed change The Contractor shall provide the Engineer with an asphalt mix design report from an independent testing laboratory acceptable to the Engineer The report shall state the Mix properties optimum oil content job mix formula and recommended rmxing and placing temperatures The costs for all job mix formulas shall be the responsibility of the Contractor If the Contractor uses more than three (3) lob mix formulas for a type of plant mix pavement used the City may charge the Contractor for testing and evaluation of the mix designs including the costs for calibration of a Nuclear Asphalt Oven For Superpave Mixes, delete Table 401 2 and replace with the following TABLE 4012 Grading Test Procedure Minimum Test Sampling Frequency Result All Gradings CP L 5109 Method B 80 One per 10 000 metric tons (10 000 tons) or fraction thereof minimum In subsection 40102 delete the second, third, and fourth paragraphs and replace with the following 1 A proposed plant mix pavement mix design prepared in accordance with Colorado Procedure 52(CP52 99) including a proposed job mix gradation for each mixture required by the Contract which shall be fully within the Master Range Table Tables 703 3A B and C before the tolerances shown in Table 401 1 are applied The weight of lime shall be included in the total weight of the material passing the 75 mm (No 200) sieve The restricted zone boundaries shown for all gradmgs in Tables 703 3A 703 3B and 703 3C are to be used as guidelines in mix design development However the job mix gradation is not required to pass above or below the restricted zone boundanes 2 The name of the refinery supplying the asphalt cement and the source of the anti stripping additive 3 A sufficient quantity of each aggregate for the Department to perform the tests specified in section 2 2 1 of CP52 In subsection 40102 delete Table 401 1, including the footnotes, and replace with the following ABLE 401-1Bimmen Content f0 3% sphalt Recycling Agent f0 2% emoerature of Mixture When Dischareed from Mixer f 10 C iot Bituminous Pavement Item 403 the 9 5 mm (%') and larger sieves t60/i, the the 4 75 mm (No 4) and 2 36 mm (No 8) sieves 1: 5% the 600 mm (#30) sieve t4% the 75 min 02001 sieve t2% 'When 100% passing is designated there shall be no tolerance When 90 100% passing is designated 90% shall be the minimum no tolerance shall be used U \Drake/Ziegler Improvement Pmimt Phase Ili\Tmhniml Specifications Technical Specs 17 Drake/Ziegler Improvement Project Phase III Delete Subsection 40107 and replace with the following Date April 2008 Plant mix pavement shall be placed only on properly prepared unfrozen surfaces which are free of water snow and Ice The plant mix pavement shall be placed only when both the air and surface temperatures equal or exceed the temperatures specified in Table 401 3 and the Engineer determines that the weather conditions permit the pavement to be properly placed and compacted Table 401 3 Placement Temperature Limitations in C Compacted Layer Minimum Surface and Air Thickness in Temperature °C (°F) mm (inches) Top Layers Below Layer Top Layer <38 (1%:) 15 (60) 10 (50) 38 (1%:) <75 (3) 10 (50) 5 (40) 75 3 or more 7 45 2 35 Note Air temperature is taken in the shade Surface is defined as the existing base on which the new pavement is to be placed If the temperature falls below the mimmum air or surface temperatures paving shall stop The Contractor shall schedule the work so that no planed or recycled surface is left without resurfacing for more than 10 calendar days during the period specified in Table 401 3A below The Contractor shall immediately place a temporary hot bituminous pavement layer on any surface that has been planed or recycled and can not be resurfaced in accordance with the above temperature requirements within 10 calendar days after being planed or recycled The mimmum thickness of the temporary hot bituminous pavement layer shall be 50 min (2 inches) The Contractor shall perform the quality control required to assure adequate quality of the hot bituminous pavement used in the temporary layer All applicable pavement markings shall be applied to the temporary layer surface The Contractor shall maintain the temporary layer for the entire period that it is open to traffic Distress which affects the ride safety or serviceability of the temporary layer shall be immediately corrected to the satisfaction of the Engineer The temporary hot bituminous pavement layer shall be removed when work resumes Table No 401 3A Periods Requiring Overlay of Treated Surfaces Location by Elevation Period During Which Planed or Recycled Surfaces Must be Overlaid within Ten Days All areas below and including 2100 in October 1 to March 1 7000 feet All areas above 2100 in (7000 feet) up to September 5 to April 1 and including2600 in8500 feet All areas above 2600 in (8500 feet) August 20 to May 15 In Subsection 401 15, delete the third and fourth paragraphs (including table) and replace with the following The minimum temperature of the mixture when discharged from the mixer and when delivered for use shall be as shown in the following table U \Drake/Ziegler Improvement Project Phase 11hTechmcal Spectfications Technical Specs - 18 Drake/Ziegler Improvement Project Phase III Date April 2008 Asphalt Grade Minimum Mix Discharge Temperature, C F Minimum Delivered Mix Temperature, C F ** PG 58 28 135 (275) 113 (235) PG 58 22 138 (280) 113 (235) PG 64 22 143 (290) 113 (235) AC 20 Rubberized 160 (320) 138 (280) PG 76 28 160 (320) 138 (280) PG 70 28 149 (300) 138 (280) PG 64 28 149 (300) 138 (280) PG 58 34 149 (300) 138 (280) * The maximum mix discharge temperature shall not exceed the minimum discharge temperature by more than 17-C (30°F) ** Delivered mix temperature shall be measured behind the paver screed Hot mix asphalt mixture shall be produced at the lowest temperature within the specified temperature range that produces a workable mix and provides for uniform coating of aggregates (95% mrmmum in accordance with AASHTO T 195) and that allows the required compaction to be achieved Subsection 401 16 is hereby revised to include the following The mixture shall be laid upon an approved surface spread and struck off to provide for drainage to the side(s) of the roadway with a minimum cross slope of two percent (2%) or as directed by the Engineer In subsection 401 17 first paragraph, delete the last two (2) sentence and replace with the following When the mixture contains unmodified asphalt cement (PG 58 28 PG 58 22 or PG 64 22) or modified (PG 58 34) and the surface temperature falls below 85°C (185 F) no further compaction effort will be permitted unless approved If the mixture contains modified asphalt cement (AC 20R PG 76 28 PG 70 28 or PG 64 28) and the surface temperature falls below 1100C (230 OF) no further compaction effort will be permitted unless approved Subsection 401 17 is hereby revised to include the following All pneumatic tire rubbers shall be equipped with rubber skirts In subsection 703 04 delete Table 703 3 and replace with Tables 703 3A B, and C as follows U \Drake/Ziegler Improvement Pmiect Phase III\Tmhn=I Specificanow Technical Specs 19 Dmke/Ztegler Improvement Project Phase III TABLE 703 3A Master Range Table for Hot Bituminous Pavement (Grading S) Date Apnl3 2008 Steve Size Percent by Weight Passing Square Mesh Sieves Restricted Zone Boundary (Guideline) Minimum Maximum 375mm(1%: ) 25 0 min (1") 100 19 0 min (% 90 100 125min (%:) w 9 5 mm (3/8.) 4 75 mm (#4) 2 36 mm (#8) 23 49 346 346 1 18 min (#16) 223 283 600 mm (#30) * 167 207 300 mm (#50) 137 137 150 mm (#100) 75 min (#200) 2 8 * These additional Form 43 Specification Screens wtll initially be established using values from the As Used Gradation shown on the Design Mix U \DrakeJZiegler Improvement Pmlect Phase I1hTechmcal Specifications Technical Specs 20 Drake/Ziegler Improvement Project Phase III Date April 3 2008 TABLE 703 3B Master Range Table for Hot Bituminous Pavement (Grading SX) Sieve Size Percent by Weight Passing Square Mesh Sieves Restricted Zone Boundary (Guideline) Minimum Maximum 37 5 min (1% ) 250mm(1 ) 190mm(%) 100 12 5 min (%: ) 90 100 9 5 min (;/s ) 4 75 min (#4) 2 36 min (#8) 28 58 391 39 1 1 18 min (#16) 256 316 600 min (#30) * 191 23 1 300 min (#50) 155 155 150 min (#100) 75 min (#200) 2 10 * These additional Form 43 Specification Screens will initially be established using values from the As Used Gradation shown on the Design Mix U \Drake/Ziegler Improvement Project Phase III\Technical Specifications Technical Specs 21 Drake/Ziegler Improvement Project Phase III Date Apn13 2008 TABLE 703 3C Master Range Table for Hot Bituminous Pavement (Grading SG) Steve Size Percent by Weight Passing Square Mesh Sieves Restricted Zone Boundary (Guideline) Minimum Maximum 375min (1%a) 100 25 0 mm (1) 90 100 190mm(% ) 125mm(V2 9 5 mm (3/s ) 4 75 mm (#4) * 395 395 2 36 mm (#8) 19 45 268 308 1 18 mm (# 16) 181 241 600 mm (#30) * 136 176 300 min (#50) 114 114 150 mm (#100) 75 mm (#200) 1 7 * These additional Form 43 Specification Screens will initially be established using values from the As Used Gradation shown on the Design Mix END OF SECTION U \Drake/Zmgler Improvement Project Phase IIFTechri Specifications Technical Specs 22 Drake/Ziegler Improvement Project Phase III HOT BITUMINOUS PAVEMENT Section 403 of the Standard Specifications is hereby revised as follows Subsection 403 01 is revised to include the following Date April 2008 Hot Bituminous Pavement — This shall consist of constructing one or more courses of HBP Grading S & SG over existing pavement or subgrade surfaces previously prepared by the contractor or City of Fort Collins Crews Asphalt Hand Patching—HBP Grading S & SG shall be used in locations as directed by the Engineer These quantities will be restricted to small areas which require hand placement methods and conventional paving equipment cannot be utilized Asphalt Leveling Course '% Grading S — (PG 64 22) — (TON) WestBound Harmony Detour Pavemg 200'x60'x4" (2 PG 64 22 on 3" PG 58-28) — This work will consist of installing 3 of PG 58 28 SG with a 2 PG 64 22 top lift at the shoe-flys to detour traffic around the concrete intersection work and the fill work on the Westbound lanes of Harmony Road The City of Fort Collins anticipates using a shoe fly at approximate locations STA 132+50 to 134+50 AND STA 163+00 to 165+00 The fill required to build up the shoe flys will be included in the earth as fill is necessary in these locations per the final design Pavement cutting excavation subgrade preparation haul and disposal bituminous materials aggregate asphalt cement asphalt recycling agent additives hydrated lime and all other work necessary to complete each hot bituminous pavement item will not be paid for separately but shall be included in the unit price bid The item will be paid as per Ton Subsection 403 02 is revised to include the following Laboratory Mix Design — Grading S & SG The mix designs shall be prepared by an independent laboratory acceptable to the Engineer and shall be submitted by the Contractor to the Engineer for approval a mimmum on one (1) month prior to the beginning of paving for this project The criteria for the mix design is as follows HBP Grading S & SG SEE TABLE 403 1 NEXT PAGE FOR DESIGN CRITERIA A request made in writing by the Contractor for changes in the job max formula will be considered by the Engineer The Contractor shall prepare a quality control plan outlining the steps taken to minimize segregation of HBP This plan shall be submitted to the Engineer and approved prior to beginning the paving operations When the Engineer determines that segregation is unacceptable, the paving shall stop and the cause of segregation shall be corrected before paving operations will be allowed to resume The Contractor will not be allowed to clean the paver hoper during paving operations Reclaimed materials will not be allowed in Hot Bituminous Pavement A maximum of 20% reclaimed material will be allowed for HBP Grading SG The Contractor shall construct the work such that all roadway pavement placed pnor to the time paving operations end for the year shall be completed to the full thickness required by the plans The Contractor's Progress Schedule shall show the methods to be used to comply with this requirement U \Drake/Ziegler Improvement Project Phase IlNechmcal Specifications Technical Specs 23 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 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 Rev 10120/07 Section 00100 Page 5 Drake/Ziegler Improvement Project Phase III Date April 2008 Vertical drop offs will not be allowed at the end ofanv days pavinr Paper totals will be required to a taper eauahnr 3 tunes the amount of drop Paving joints shall beat the lane lines or in the center of the lane fn no case shall the pavinr toinis be in the wheel path The contractor shall submit a longitudinal joint and pavement marking plan 3 days orior to oavmr PAVEMENT SECTION Grading S 100 (PG 64 28) Grading SG 100 (PG58-28) Aggregate Base Coarse Flyash Treated Subgrade NOTE All Contract Quantites are Based on a Preliminary Pavement Design by Terracon The City is currently performing a final pavement design for Harmony and Ziegler The Quantites are Representative of the Design we Anticinate on each Roadwav The design mix for Grading S SX and SG shall conform to the following TABLE 403 1 Property Method Grading S Grading SG NIA this Project Air Voids percent at • (initial) CPL 5115 > 11 0 > 11 0 > 11 0 •(design) 30 50 30 50 30 50 N maximum > 2 0 > 2 0 > 2 0 Lab Compaction (Revolutions) N (initial) (a) CPL 5115 8 8 (a) N (design) (b) 100 100 (b) N maximum a 174 174 a Stability minimum (a) CPL 5106 42 42 (a) for information Aggregate Retained on the 4 75 min (No 4) Sieve with at least two CP 45 60 60 60 Mechanically Induced Fractured Faces %minimum Accelerated Moisture Susceptibility CPL 5109 Tensile Strength Ratio (Lottman) Method B 80 80 80 minimum Minimum Dry Split Tensile CPL 5109 205 (30) 205 (30) 205 (30) Strength kPa (psi)Method B Grade of Asphalt Cement Top Layer PG 64 28 PG 58 28 PG 64 28 Grade of Asphalt Cement Layers PG 64 28 PG 58 28 PG 64 22 Below To Voids in the Mineral Aggregate CP 48 140 120 (a) VMA %minimum a Voids Filled with Asphalt (VFA) % Al MS 2 65 75 65 75 (a) a (a) Current CDOT Design Criteria U IDrake/Ziegler Improvement Project Phase I1PTechmcal Specifications Technical Specs 24 Drake/Ziegler Improvement Project Phase III Date April 3 2008 (b) Residential 50 Collector 75 Artenal 100 Note AIMS 2 = Asphalt Institute Manual Series 2 Note The current version of CPL 5115 is available from the Region Materials Engineer Note Mixes with gradations having less than 40% passing the 4 75 min (No 4) sieve shall be approached with caution because of constructability problems Subsection 403 03 is revised to include the following Regardless of the delivery temperature the mixture shall not be placed for use on the roadway at a temperature lower than 2250 F Emulsified Asphalt for tack coat shall be Grade CSS lh The tack coat shall consist of a 1 1 dilution (one (1) part emulsified asphalt to one (1) part water) The application rate for tack coat shall be approximately 0 1 gallons per square yard The existing pavement shall be broomed and cleaned to be free of dirt water vegetation and other deleterious matter immediately prior to commencing the paving operation Edges of the area to be patched shall be sawcut vertically and perpendicular or parallel to the roadway as duetted by the Engineer Tack coat shall be placed against clean vertical edges on all sides of the area to be patched Hot Bituminous Pavement Grading Sand SX shall be placed in equal lifts not exceeding three (3) inches The minimum lift thickness for Grading SX shall be one (1) inch and Grading S shall be (I %2) inch HBP Grading SG shall be placed in equal lifts not exceeding four (4) inches and the tmmmum lift thickness shall be three (3) inches Overlaying layers of Hot Bituminous Pavement shall not be placed until the lower layer has cooled sufficiently to provide a stable material which will support the equipment without rutting shoving or moving in any manner Tack coat shall be placed between all lifts NOTE Any leveling courses placed shall be paid for at the contract unit price for Hot Bituminous Pavement Subsection 403 04 shall include the following Hot Bituminous Pavement Grading SX S and SG will be measured by the ton and paid for at the Contract Unit Price for Asphalt Patching and Hot Bituminous Pavement Pavement cutting excavation subgrade preparation haul and disposal bituminous materials aggregate asphalt cement asphalt recycling agent additives hydrated lime and all other work necessary to complete each hot bituminous pavement item will not be paid for separately but shall be included in the unit price bid Load slips shall be consecutively numbered for each day and shall include batch time Subsection 403 05 is revised to include the following Payment will be made under Pay Item and Pay Unit The pay unit is denoted by ( ) 403 01 Hot Bituminous Pavement — Grading S — 100 — (2 5 Depth) — (PG 64-28) — (TON) U Drake/Ziegler Improvement P%lect Phase IIPTechmcal Specifications Technical Specs 25 Dmke/Ztegler Improvement Pm7ect Phase III Date Apn13 2008 403 02 Hot Bituminous Pavement — Grading SG — 100 — (4 Depth) — (PG 58 28) — (TON) The above prices and payments shall include full compensation for furnishing all labor materials tools equipment and incidentals and for doing all the work involved in Hot Bituminous Pavement and Asphalt Patching, including pavement cutting excavation subgrade preparation haul and chsposal compaction rolling surface preparation and brtummous materials complete in place as shown on these plans as specified in these specifications and as directed by the Engineer END OF SECTION U Orake/Ztegler Improvement Pmlect Phase IIIITmhnimI Speafioations Technical Specs 26 Dmke/Ziegler Improvement Project Phase III Date April 3 2008 REVISION OF SECTION 412 PORTLAND CEMENT CONCRETE PAVEMENT Section 412 of the Standard Specifications is hereby revised as follows Subsection 412 03 is revised to include the following Concrete pavement shall conform to Class P concrete as specified in Subsections 60102 and 60103 Class P concrete shall have a minimum 28 day field compressive strength of 4200 psi The Contractor shall submit a concrete trux design for Class P showing and establishing the proportions of all the ingredients The Contractor shall be responsible for all subsequent adjustments necessary to produce the specified concrete mix The Contractor shall submit a new mix design based on the Class P requirements when a change occurs in the type of cement or sources of fly ash or aggregate The contractor may delete Class F fly ash and also substitute Size 67 aggregate in lieu of the larger aggregate blend for the Class "P" concrete only upon the approval of the mix design submitted to the Engineer The Contractor shall also submit a nux design for High Early Concrete This mix shall have a minimum 24 hour field compressive strength of 3000 psi and a mimmum 28 day field compressive strength of 4200 psi This item shall be paid for by the cubic yard of concrete used It shall include supplying placing curing and texturing the high early concrete Payment for the cost of using high early concrete will be paid for by the cubic yard for the incremental increase in cost and will be paid only when the Engineer requires use of high early concrete No concrete shall be placed until the applicable mix design and maturity relationship has been submitted reviewed and approved by the Engineer Review and approval of the mix designs by the Engineer will not constitute acceptance of the concrete Acceptance shall be based solely on the work conforming to the specifications and on satisfactory test results of the concrete placed on this project Subsection 412 12 is revised to include the following Immediately following the burlap drag finish the surface shall be given an astroturf drag finish Materials used for final finish shall be of such texture and weight to produce a uniform texture similar to a broom type finish Drags shall be full width of the new pavement and maintained in acceptable condition as specified for astroturf drag finish Subsection 412 13 is revised to include the following The Contractor shall saw joints early enough to control or limit random cracking but not too early as to create chipping along the sawed joint Saw cutting will not be allowed between the hours of 9 00 p in and 6 00 a in unless approved by the Engineer Saw cutting joints shall be included in this work and will not be paid for separately If the Contractor proposes variations from CDOT M Standards it is requested that the Contractor shall prepare a pavement joint and doweling layout for approval by the Engineer Subsection 412 17 is revised to include the following The concrete pavement smoothness shall meet the requirements of Category 4 Class I as shown in Table 412 1 for the Profilograph test Subsection 412 18 is revised to include the following Silicone joint sealant material Concrete joints shall be sealed with an approved silicone joint sealant material A copy of the manufacturer s recommendations pertaining to the application of the sealant shall be submitted to the Engineer for approval prior to the beginning of work and these recommendations shall be adhered to by the U \DrakelZiegler Improvement Project Phase 111\1rechnical Specifications Technical Specs 27 Drake/Ziegler Improvement Project Phase III Date Apnl 3 2008 Contractor with such exceptions as this specification may require The sealant material shall be applied into the joint using equipment and techniques recommended by the joint sealant manufacturer The Engineer may elect to check for bonding or adherence to the sides of the joint If the sealant does not bond to thejoint the Contractor shall remove the joint sealant matenal and clean and reseal these joints in accordance with the criteria outlined Backer rod Shall be a round heat resistant material meeting the requirements set forth by the joint sealant manufacturer The Contractor shall submit the proposed material to the Engineer for review and approval prior to use The backer rod shall be placed in such a manner that the grade for the proper depth of the sealant material is maintained The depth of the sealant shall be a maximum of/. inch The Contractor shall thoroughly clean the joint and adjacent pavement surface for a width of not less than one inch (1 ) on each side of the joint of all scale dirt dust residue or any foreign material that will prevent bonding of the joint sealant This operation is to be accomplished by immediately flushing the joints with water after sawing The joints shall be sandblasted after they have dried lust prior to sealing After sandblasting the joint shall be cleaned using compressed air with a imnimum pressure of 100 psi The sandblasting and air cleaning shall be performed on the same day as the backer rod placement and joint sealant application Sealant shall not commence for a minimum of 24 hours after sawing or a weather event without approval of the Engineer Enhanced Concrete Crosswalk —10"—Davis Tile Red w/Stamped Border —Concrete crosswalks shall be Class P concrete as specified in Section 412 of these specifications The concrete shall be integrally colored with the required Ibs of Davis Color per sack of cement The Contractor shall submit a new mix design based on the Class P requirements when a change occurs in the type of cement flyash or aggregate size The Color of the crosswalks will be Davis Color Tile Red The texture will be Bnckform Texture Mats FM 3500 Cal Weave 24 x24 The surface of the concrete crosswalk shall be sealed and protected from drying by applying Davis W 1000 Clear Cure and Seal or approved equal The unit price bid per square foot of concrete crosswalk shall include the entire Contractors costs The price bid shall include saw cutting furnishing and installing dowel bars and keyways as required supplying fomnng placing, finishing and edging the concrete surface cunng/sealing materials joint matenals/sealers texturing equipment as determined and all other related and necessary materials work and equipment required to construct the concrete crosswalks in accordance with the Specifications Subsection 412 24 is revised to include the following Payment will be made under Pay Item and Pay Unit The pay unit is denoted by ( ) 412 01 Enhanced Concrete Crosswalk — 10 — Tile Red w/Stamped Border — (SY) The above prices and payment shall include full compensation for furnishing all labor matenals tools equipment and incidentals and for doing all the work involved in placing concrete pavement complete in place including haul concrete materials finishing the surface saw cutting the joints curing placing dowels and sealmgloints as shown on the plans as specified in these specifications and as directed by the Engineer END OF SECTION U \Drake/Ziegler Improvement Project Phase IlhTechnical Specifications Technical Specs 28 Drake/Ziegler Improvement Project Phase III REVISION OF SECTION 506 RIPRAP Date April 2008 Section 506 of the Standard Specifications is hereby revised as follows Subsection 506 01 is revised to include the following This work consists of the construction of nprap sections with nprap Type II bedding and covered with topsoil in accordance with these specifications and in confonmty, with the lines and grades shown on the plans or established grades Subsection 506 02 is revised to include the following Color of buried nprap shall be approved by the Engineer Exposed nprap shall be gray to blue gray in color or as approved by the Engineer Rock used for nprap shall be hard durable angular in shape and free from cracks over burden shale and organic matter Thin slab type stones rounded stones and flaking rock shall not be used Removed concrete shall not be used for nprap without specific written approval by the Engineer Service records of the proposed material will be considered by the Engineer in determining the acceptability of the rock Neither breadth nor thickness of a single stone shall be less than one third (1/3) its length Bedding material shall conform to the specification for Type II Filter material as per the City of Fort Collins Storm Drainage Design Cntena and Construction Standards (Table 12 3) or CDOT Class A filter material (Section 703 09) Subsection 506 03 is revised to include the following Wherever possible, the excavation for the nprap sections shall be undisturbed material, or where this is not possible, the underlying materials shall be compacted to 95% of maximum density as determined by ASTM D 698 The bottom of the excavation shall have a uniform slope be reasonably smooth, free from mounds and windrows and free of debris prior to placing the filter material Bedding material shall be placed on top of the subgrade matenal pnor to nprap installation at all locations of nprap sections shown on the plans The layer shall be shaped to provide the minimum thickness of bedding material as shown on the details of the plans Riprap matenal shall be placed immediately after the bedding material is placed and in a manner to provide a well graded mass of stone with minimum voids Riprap may be machine placed with sufficient handwork to minimize disturbance of the bedding matenal layer This material shall be placed to the required thickness and grade shown on the details of the plans Topsoil matenal shall be used to backfill and bury the entire riprap bed area and compacted to insure thorough settling of the topsoil within the rock voids The top three inches (3 ) of the topsoil shall be loosely placed This material shall be placed to the required thickness as shown on the details of the plans The contractor shall utilize, when appropriate, existing topsoil on site Subsection 506 04 is revised to include the following Riprap sections specified in the plans will be paid for at the contract unit puce per TON The unit pnce bid shall include all costs associated with installation of the bedding matenal nprap and topsoil including excavating for the U Orake/Ziegler Improvement Project Phase IllUmlinical Specifications Technical Specs 29 Drake/Ziegler Improvement Project Phase III placement of these materials all materials delivery stockpiling and handling of the nprap Subsection 506 05 is revised to include the following Payment will be made under Pay Item and Pay Unit The pay unit is denoted by ( ) 50601 9 X9 X18 Type L Rip Rap — 6 Topsoil (CIP Per Detail) 50602 21 X61 X18 Type L Rip Rap — 6 Topsoil (CIP Per Detail) 50603 8 X8 X18" Type L Rip Rap — 6 Topsoil (CIP Per Detail) 50604 6 X6 X18 Type L Rip Rap — 6 Topsoil (CIP Per Detail) 50605 l l XI 1 X18 Type L Rip Rap — 6 Topsoil (CIP Per Detail) 50606 130 X30 X2 Type M Rip Rap — 6 Topsoil (CIP Per Detail) Date April 2008 The above prices and payment shall include full compensation for furnishing all labor materials tools equipment and incidentals, and for doing all the work involved in excavating placing nprap bedding and topsoil complete in place including haul and stockpile of materials handling of the nprap and finish grading of the surface as shown on the plans as specified in these specifications and as directed by the Engineer END OF SECTION U \Dmke/Ziegler Improvement Project Phase III\Technical Specifications Technical Specs 30 Drake/Ziegler Improvement Project Phase III REVISION OF SECTION 601 STRUCTURAL CONCRETE Section 601 of the Standard Specifications is hereby revised as follows Subsection 60101 is revised to include the following Date April 3 2008 This work shall consist of the addition to the Spring Creek Bridge on Timberline Road The construction will consist of Pilings Bridge abutments Bridge Deck Parapet Walls Railing and necessary conduits in accordance with the plans specifications and the Lanmer County Urban Area Street Standards It shall be the Contractor s responsibility to purchase and familiarize themselves with these specifications The Contractor is responsible for providing all materials and equipment necessary to meet the requirements of the Colorado Department of Transportation Standards and Latimer County Urban Area Street Standards Mix Design 1 Compressive Strength 4000 psi at 28 days a Minimum number of cylinders passing above requirements shall be 90% b Minimum strength of cylinder acceptable 3800 psi 2 Cement Content 6 bags per cubic yard nummum 3 Maximum Permissible Water —Cement Ratio a For 4000 psi strength non air entrained absolute ratio by weight 0 49 b For 4000 psi strength air entrained absolute ratio by weight 0 45 4 Slump Four inch maximum 5 Air Content 6%+/ 1 Y2 % for concrete with exposed surfaces or subject to freezing and thawing not required for other concrete All Shop Drawings must be approved by the Design Engineer (Loris and Associates, Inc) The accepted quantities will be paid for at the contract price Payment will be made under Pay Item and Pay Unit The pay unit is denoted by ( ) 601 01 20 X7 X113 Box Culvert — (CIP) W/Wingwalls/Parapet Walls/Toe Walls/Railings/Brick Facia — (LS) 601 02 4 X8 Precast Box Culvert — with CIP Wmgwalls/foe Walls — (LF) The above prices and payments shall include full compensation for furnishing all labor, materials tools, equipment and incidentals and for doing all Work involved in a cast in place bridge, as shown on the plans, as specified in these specifications, and as directed by the Engineer END OF SECTION U rDrike/Ziegler Improvement Pmlect Phase IIPTechnical Specifications Technical Specs 31 Drake/Ziegler Improvement Project Phase III REVISION OF SECTION 603 CULVERTS AND SEWERS Section 603 of the Standard Specifications is hereby revised as follows Subsection 603 01 is revised to Include the following Date April 3 2008 This work shall consist of the construction and reconstruction of reinforced concrete pipe pipe encasement pipe connections and Joint encasement in accordance with the plans specifications the City of Fort Collins Storm Drainage Design Criteria and Construction Standards It shall be the Contractor's responsibility to purchase and familiarize themselves with these specifications The Contractor shall include in the Work all the necessary items to complete the Work including but not limited to excavation bedding backfill and compaction The accepted quantities will be paid for at the contract unit price Payment will be made under Pay Item and Pay Unit The pay unit is denoted by ( ) 603 01 18 RCP Class III — (LF) 603 02 21 RCP Class III — (LF) 603 03 30 RCP Class III — (LF) 603 04 36 RCP Class III — (LF) 60305 42 RCP Class III — (LF) 603 06 54 RCP Class III — (LF) 603 07 21 RCP Class III FES — (EA) 603 08 30 RCP Class III FES — (EA) 603 09 36 RCP Class III FES — (EA) 603 10 42 RCP Class III FES — (EA) 603 11 Pond 269 Inlet Box w/ Water Quality Structure — Ties into 4 x8 Preacst box — (LS) 603 12 Modified Junction Box #3 & Headwall @ Ends of 54 RCP Pipes — (LS) 603 13 Concrete Encasement on 30 PVC Sanitary Sewer @54 RCP Crossing — (LF) 603 14 Concrete Encasement on 21 RCP Pipe — (LF) 603 15 4 Schedule 40 Sleeving with Flowable Fill Backfill — (LF) 603 16 Conduit Sleeving under walks for Imgation — (LF) The above prices and payments shall include full compensation for furnishing all labor materials tools equipment and incidentals and for doing all Work involved in installing pipe and encasing Joints complete in place as shown on the plans as specified in these specifications and as directed by the Engineer Concrete and/or Asphalt patching will be paid for separately under the appropriate item END OF SECTION U \Drake/Ziegler Improvement Project Phase IIPTechmcal Specifications Technical Specs 32 Drake/Ziegler Improvement Project Phase III Date April 3 2008 REVISION OF SECTION 604 MANHOLES, INLETS, AND METER VAULTS Section 604 of the Standard Specifications is hereby revised as follows Fort Collins Loveland Water District Specifications can be obtained at 5150 Snead Drive Fort Collins Colorado A mandatory pre construction will be required before the contractor starts any work on the district system Subsection 604 01 is revised to include the following This work shall consist of the construction of manholes CDOT Type R inlets type 16 combination inlets and providing and maintaining erosion control in accordance with the plans specifications and the City of Fort Collins Storm Drainage Design Criteria and Construction Standards It shall be the Contractors responsibility to purchase and familiarize themselves with these specifications The Contractor shall include the cost of excavation backfill compaction and installation and maintenance of erosion control into each item listed in this section The Contractor shall clean all sediment caught in the storm sewer system due to this project The frequency of the cleaning shall be at the direction of the Engineer The Contractor will not be allowed to flush the pipes with water All Erosion Control Devices Materials and Techniques required to prevent damage to the storm water facilities as outlined in the City of Fort Collins Standards will be considered incidental to the work and shall be included in the price No measurement for payment shall be made for maintenance of Erosion Control devices Subsection 604 02 is revised to include the following Proportioning shall conform to the requirements for Class B concrete as described in Section 601 Subsection 604 08 is revised to include the following The accepted quantities will be paid for at the contract unit price Payment will be made under Pay Item and Pay Unit The pay unit is denoted by ( ) 60401 5 Type R Inlet— (EA) 60402 10 Type R Inlet — (EA) 60403 Double Type 16 Inlet — (EA) 604 04 5 Diameter Sewer Manhole — (EA) 604 05 Modified Concrete Sidewalk Culvert — (EA) The above prices and payments shall include full compensation for furnishing all labor materials tools equipment and incidentals and for doing all work involved in constructing inlets constructing manholes and installing and maintaining erosion control complete in place as specified in these specifications and as directed by the Engineer END OF SECTION U \Drake2tegler Improvement Pmiect Phase 11hTechnical Specifications Technical Specs 33 ADDENDUM No 1 DRAKE/ZIEGLER IMPROVEMENT PROJECT PHASE 3 SPECIFICATIONS AND CONTRACT DOCUMENTS Description of Bid 6099 Drake /Ziegler Improvement Project Phase 3 OPENING DATE 3 00 P M (Our Clock) May 8 2008 To all prospective bidders under the specifications and contract documents described above the following changes are hereby made General Specifications Clarifications Technical Specifications Clarifications a Waterline Installation Clarification — Pressure testing is considered incidental to the pipe work Since the pipe is dry it will be an air test b Pavement design will be 2 5 HBP S (PG 64 28) 4 HBP SG (PG 58-28) 10 ABC (CI 5 or 6) 12 Fly -ash (12%) This is reflected on the Attached Bid Tabulation c A fly ash design will be performed at the City s cost by CTL Thompson pnor to application of fly ash The fly ash design will determine the percent fly ash required For Bidding purposes assume 12% fly -ash III Plan Sheet Clarifications a Sheet #47 is attached as a PDF file which shows the Junction Box for the double 54 RCP pipes shown on Storm and Sewer Plan and Profile Sheet #21 b Item 603-15 - 4 PVC Schedule 40 Sleevmg with Flowable Fill Backfill is shown on the Removal Plan Sheets at William Neal Parkway Des Moines Drive and Percheron Drive There is a small additional quantity shown on sheet 59 going to the future median on the existing Strauss Lakes box culvert c Structure Clanfications Top of Parapet Wall Elevations assumes a 2 4 %: flat topped parapet wall The actual parapet walls have a 10'% angled end transition that is not accounted for in the elevations shown below 1 Northwest End of Wall TOW EL=4888 08 2 Southwest End of Wall TOW EL=4888 53 3 Northeast End of Wall TOW EL=4888 66 4 Southeast End of Wall TOW EL=4888 91 where renewal Is a way of life 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 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 Rev 10/20/07 Section 00100 Page 6 Drake/Ziegler Improvement Project Phase III Date Apn13 2008 REVISION OF SECTION 608 SIDEWALKS AND DECORATIVE CROSSWALKS Section 608 of the Standard Specifications is hereby revised for this project as follows Subsection 608 01 is revised to include the following This work shall consist of the construction of concrete sidewalks (6 ) pedestrian access ramps exposed aggregate median splashblock dnveways crosspans and drive approaches in accordance with the plans and specifications Required saw cutting will be incidental to the work and will not be measured or paid for separately The use of aggregate base material for fine grading or over excavated areas will not be paid for separately Subsection 608 02 is revised to include the following Proportioning shall conform to the requirements for Class B concrete as described in Section 601 with the exception the nummum 28 day compressive strength shall be 4000 psi The Contractor shall also subrmt a rmx design for High Early Concrete This mix shall have a minimum 24 hour compressive strength of 3000 psi and a muumum 28 day compressive strength of 3500 psi It shall include supplying placing cunng and texturing the high early concrete The price shall apply to all Sections including Section 412 608 and 610 Payment for extra cost of using high early concrete will be paid for by the cubic yard for the incremental increase in costs and will be paid only when the Engineer requires use of high early Subsection 608 04 is revised to include the following Exposed Aggregate Concrete The Exposed Aggregate Concrete shall be Class EA concrete integrally colored with 1 i/2 Ibs of Davis Color No 5237 San Diego Buff per sack of cement The surface of the Exposed Aggregate Concrete shall be sealed and protected from drying by applying Davis W 1000 Clear Cure and Seal or approved equal San Diego Buff shall be used for all exposed aggregate concrete in the median Truncated Dome Panels Pedestrian Access Warning Cast Iron Plates — East Jordan Iron Works Model 7005 71 Detectable warnings on new curb ramps shall be truncated domes of the dimensions shown in the plans Domes shall be prefabricated by the manufacturer as a pattern on concrete or masonry pavers Pavers shall meet all Americans with Disabilities Act (ADA) requirements for truncated domes and when installed shall be capable of producing the pattern of domes as shown in the plans Pavers shall meet the requirements of ASTM C 902 or ASTM C 936 It is the Contractors responsibility to adequately protect their work from damage by weather (including cold heat ram wind) vandalism or other causes until such time as it is accepted by the City If traffic control devices are used to protect the work, they will not be paid for separately but shall be included in the work Subsection 608 05 is revised to include the following The Concrete Driveway (6 ) Sidewalk (6 ) Access Ramps w/Landings (8 ) Drive Approach (6 ) and Concrete Crosspan/Apron (9 1/2 ) items will be measured by the square foot of finished flatwork The pnce for the Access Ramps (8") shall include the truncated dome panel landing area Ramp area shall be measured from the back of the curb to the back of the walk from point of curb return to point of curb return Subsection 608 06 is revised to include the following The accepted quantities will be paid for at the contract unit price Payment will be made under U \Drake/Ziegler Improvement Project Phase III\Technical Specifications Technical Specs 34 Drake/Ziegler Improvement Project Phase III Pay Item and Pay Umt The pay unit is denoted by ( ) 608 01 Concrete Sidewalk (6 1 - (SF) 608 02 Concrete Pedestrian Access Ramps with Truncated Domes (8 ) — (SF) 608 03 Concrete Drive Approach w/ Aprons (9 1/2 ) — (SF) 608 04 High Early Concrete (24 Hour) — (CY) 608 05 Flowable Fill — (CY) 608 06 Colored Concrete Bike Path (5 with Flbermesh) — (SF) 608 07 San Diego Buff Concrete @ 20X7 Box Culvert (61' Depth) — (SF) 608 08 Exposed Aggregate Median Cover — San Diego buff — 4 — (SF) Date Apn13 2008 The above prices and payments shall include full compensation for fiumshing all labor materials tools equipment, and incidentals and for doing all work involved in constructing concrete sidewalks miscellaneous flatwork access ramps drive approaches and driveways complete in place including haul concrete materials finishing the surface saw cutting 3omts curing placing dowels and sealing joints as shown on the plans protection from scanning existing concrete from washing the exposed aggregate cutting the plastic used to separate the different colors as specified in these specifications and as directed by the Engineer END OF SECTION U lDrake/Ziegler Improvement Project Phase IMTechmcal Specifications Technical Specs - 35 Drake/Ziegler Improvement Project Phase III REVISION OF SECTION 609 CURB AND GUTTER Section 609 of the Standard Specifications is hereby revised as follows Subsection 609 01 is revised to include the following Date Apnl3 2008 This work shall consist of the construction of cast in place vertical 6' curb and gutter 6 outfall curb and gutter (1 8 pan) and concrete lined irrigation ditch accordance with the details and these specifications The unit price bid per linear foot of curb and gutter no sidewalk includes construction of new curb and gutter sections complete and in place measured along the flow line Removal of curb and gutter is not included in this section but will be measured and paid separately as described in Section 202 It is the Contractor's rmonsibdlty to adequately Protect their Work from damare by weather, vandalism, or other causes until such time as it is accepted by the Cap If traffic control devices are used to protect the work they shall not be paid for separately but shall be included in the work Subsection 609 02 is revised to include the following Proportioning shall conform to the requirements for Class B concrete as described in Section 601 with the exception the minimum 28 day compressive strength shall be 4000 psi Subsection 609 07 is revised to include the following The accepted quantity of curb and gutter will be paid for at the contract unit price per linear foot Payment will be made under Pay Item and Pay Unit The pay unit is denoted by ( ) 609 01 Vertical Curb & Gutter (30 ) — (LF) 609 02 Outfall Vertical Curb & Gutter (18 )— (LF) The above prices and payments shall include full compensation for furnishing all labor materials tools equipment and incidentals and for doing all work involved in constructing vertical curb and gutter variable height curb and gutter concrete median curb complete in place including haul concrete materials finishing the surface saw cuttingjoints curing, placing dowels and sealing joints as shown on the plans as specified in these specifications and as directed by the Engineer END OF SECTION U \Drake'Ziegler Improvement Project Phase lIffechmcal Specifications Technical Specs - 36 Dmke/Ziegler Improvement Project Phase III REVISION OF SECTION 619 WATER LINES Section 619 of the Standard Specifications is hereby revised as follows Subsection 619 01 is revised to include the following Date Apn13 2008 Tins work shall include installing DIP Pipe gate valves, tees, tapping saddles plugs reaction blocks fire hydrants and joining to existing Imes and other items as shown on the plans and as designated by the Engineer This work shall meet the requirements of the current City of Fort Collins Standard Construction Specifications It shall be the Contractors responsibility to purchase and familianze themselves with these specifications All work associated with installing the water Imes that is NOT itemized in the bid tab shall be considered incidental to the work and will not be paid for separately This mcludes but is not limited to excavating and backfilling valve boxes plugs thrust blocks bedding materials poly wrap chlorinating pressure testing and all materials incidental to completing the installation and connections to existing water Imes Subsection 619 05 is revised as follows Payment will be made under Pay Item and Pay Unit The pay unit is denoted by ( ) 61901 8 DIP CL — 52 Water Main — (LF) 61902 6 DIP CL — 52 Water Main — (LF) 61903 6 Gate Valve and Box — (EA) 61904 8 X8 X6 Swivel Tee W/ Thrust Block — (EA) 61905 Fire Hydrant Assembly — (EA) 61906 1 Irrigation Service & Meter Pit — Copper Corp Curb Stop — per COFC Spec — (LS) 61907 8 x8 xl Tapping Sleeve for Imgation The above prices and payment shall include full compensation for furnishing all labor materials tools equipment and incidentals and for doing all the work involved in installing PVC water pipe and valves connecting to existing water Imes according to Elco Water District Standards complete in place as shown on the plans as specified in these specifications and as directed by the Engineer END OF SECTION U Omke/Ziegler Impmvemmt Project Phase IlUmhmcal Specifications Techuical Specs 37 Drake/Ziegler Improvement Project Phase III Date April 3 2008 DRAKE/ZIEGLER IMPROVEMENT PROJECT PHASE III The Colorado Division of Highways 'Standard Specifications for Road and Bridge Construction (2005) except as revised herein is hereby adopted as a mrmmum standard of compliance for this project The City of Fort Collins Storm Drainage Construction Standards, City of Fort Collins Water Utilities Standard Construction Specifications City of Fort Collins Design Criteria and Standards for Streets and City of Fort Collins Work Area Traffic Control Handbook shall also serve as mnimum standards of compliance for this project They are not included in the contract documents but may be obtained at the appropriate City Departments It shall be the Contractor's responsibility to purchase and familiarize themselves with all of the City Department Specifications These project specifications City Department specifications and CDOT standard specifications are considered minimum standards for compliance on this project In those instances where the CDOT Standard Specifications conflict with the City specifications listed above the City specifications shall govern In those instances where the CDOT Standard Specifications conflict with any of the provisions of the preceding Sections 00001 through 01750 General Requirements the preceding sections shall govern PROJECT CONSTRUCTION SPECIFICATIONS INDEX OF REVISIONS SECTION PAGE 201 CLEARING AND GRUBBING Technical Specs 2 202 REMOVALS Technical Specs 3 203 EXCAVATION AND EMBANKMENT Technical Specs 4 5 206 EXCAVATION AND BACKFILL FOR STRUCTURES Technical Specs 67 208 EROSION CONTROL Technical Specs 8 210 RESET STRUCTURES Technical Specs 9 10 304 AGGREGATE BASE COURSE Technical Specs 11 306 RECONDITIONING Technical Specs 12 307 FLYASH STABILIATION Technical Specs 13 16 401 PLANT MIX PAVEMENT GENERAL Technical Specs 17 22 403 HOT BITUMINOUS PAVEMENT Technical Specs 23 26 412 PORTLAND CONCRETE PAVEMENT Technical Specs 2728 506 RIP RAP Technical Specs 29 30 601 STRUCTURAL CONCRETE Technical Specs 31 603 CULVERTS AND SEWERS Technical Specs 32 604 MANHOLES INLETS AND METER VAULTS Technical Specs 33 608 SIDEWALKS AND DECORATIVE CROSSWALKS Technical Specs 34 35 609 CURB AND GUTTER Technical Specs 36 619 WATER LINES Technical Specs 37 U tDrakeiZiegler Improvement Project Phase IMI'mlinical Specifications Technical Specs 1 Dmke/Ztegler Improvement Project Phase III REVISION OF SECTION 201 CLEARING AND GRUBBING Section 201 of the Standard Specifications is hereby revised for this project as follows Subsection 20101 is revised to include the following Date April 3 2008 This work shall consist of clearing, grubbing removing and disposing of vegetation and debris within the limits of the right of way easement areas borrow pits and other areas shown in the Contract or required by the work Vegetation and objects designated to remain shall be preserved free from injury or defacement The Owner will designate all trees shrubs plants and other objects to remain Every object that is designated to remain and is damaged shall be repaired or replaced as directed at the Contractors expense Clearing and grubbing shall extend to the toe of the fill or the top of cut slopes unless otherwise designated All surface objects trees stumps roots fencing and other protruding obstructions not designated to remain shall be cleared and grubbed including mowing as required Undisturbed stumps roots and nonperishable solid objects located 2 feet or more below subgrade or embankment slope may remain in place In areas to be rounded at the tops of back slopes stumps shall be removed to at least 2 feet below the surface of the final slope All cleared material or debris shall be disposed of outside of the project limits Payment will be made under Pay Item and Pay Umt The pay unit is denoted by ( ) 201 01 Clearing and Grubbing — (LS) The above prices and payments shall include full compensation for furnishing all labor materials tools equipment and incidentals and for doing all work involved in the clearing and grubbing as specified in these specifications and as directed by the Engineer END OF SECTION U \DiakeiZiegler Improvement Project Phase IIITTechmcal Specifications Technical Specs 2 Drake/Ziegler Improvement Project Phase III REVISION OF SECTION 202 REMOVALS Date April 2008 Section 202 of the Standard Specifications is hereby revised for this project as follows Subsection 202 01 is revised to include the following The Contractor shall remove and dispose of all irrigation structures pipe structures asphalt curb and gutter obstructions that are designated for removal by the Engineer All such removals will be measured in the field and quantities agreed to by the Contractor and the Engineer Subsection 202 02 is revised to include the following Disposal Site Materials designated for removal shall become property of the Contractor unless noted in the specifications or specified by the Engineer to be salvaged or stockpiled It shall be the Contractor's responsibility to obtain disposal sites for all unusable material which is removed Subsection 202 03 is revised to include the following Prior to removal concrete and/or asphalt shall be saw cut full depth to a clean and straight vertical line Pieces of concrete which due to the Contractor s operations crack or break beyond the brims of construction shall be saw cut or removed to the nearest joint and removed and replaced at the Contractors expense The limit of the repair will be deternimed by the Engineer The initial saw cutting to remove existing concrete and/or asphalt shall be considered incidental to the Work and shall not be paid for separately under this item Removal of concrete asphalt and/or obstructions as described in section 202 01 beyond the hunts designated by the Engineer will be the responsibility of the Contractor and will not be paid for under this section Subsection 202 07 is revised to include the following Remove 60x50 Existing Secondary Drainage Structure —This work requires removing a concrete stabilized sod drop structure in the approximate location of the box culvert This work shall include hauling and disposing the concrete stabilized material off site Material from this operation shall become the property of the Contractor There is a For Information Only sheet at the back of the plan set that shows the construction details for the secondary drainage structure Payment will be made under Pay Item and Pay Umt The pay unit is denoted by ( ) 202 01 Remove Curb and Gutter — (LF) 202 02 Remove 60x50 Existing Secondary Drainage Structure — (LS) 202 03 Saw Cut Existing Asphalt — (LF) The above prices and payments shall include full compensation for furnishing all labor materials tools equipment and incidentals and for doing all work involved in removals and rotomilhng including excavation backfill haul and disposal as specified in these specifications and as directed by the Engineer All saw cutting involved in removing the necessary items in order to complete the Work shall be considered incidental to the Work and will not be paid for separately END OF SECTION U \Drake/Ziegler Improvement Project Phase IIDTechnical Specifications Technical Specs 3 Drake/Ziegler Improvement Project Phase III REVISION OF SECTION 203 EXCAVATION AND EMBANKMENT Section 203 of the Standard Specifications is hereby revised as follows Subsection 203 01 is revised to include the following Date April 2008 Excavation Seeded Roadway - 6" Depth Roadway — At the end of Phase 2 construction the City was required to seed the roadway to meet SWMP requirements With this final phase of construction the contractor will need to strip the top 6 of subgrade to remove all vegetation This material shall become the property of the City of Fort Collins and will used onsite in parkway and behind sidewalks This item shall include stripping existing vegetation and placing in parkways and behind sidewalks This item shall be paid according to plan quantity unless it is determined that 6 of stripping is excessive If adjustments to the depth of stripping are made the plan quantity will be adjusted to show the reduction in excavated material Borrow Suitable Fill Matenal This shall include supplying placing and compacting suitable fill matenal as directed by the Engineer This item will be used to replace the excavated subgrade material (described above) This item will be paid according to plan quantity unless it is determined that 6 of suitable fill is excessive due to adjustments in the Excavation — Seeded Roadway — 6 Depth — Roadway quantity If adjustments to the depth of fill are made the plan quantity will be adjusted to show the reduction in required fill matenal Splashblock Shaping — The areas in the medians beneath the exposed aggregate concrete shall be backfilled with suitable onsite material approved by the Engineer These areas shall be backfilled in lifts not to exceed six inches (6 ) and compacted with a plate compactor or as directed by the Engineer This item will not be paid for as Embankment This item will be measured in the field and will be paid for by the square foot Muck Excavation (Complete in Place) —This shall include excavation of unsuitable material supplying and placing Class 1 or 2 Structural Backfill Pit Run or an approved fill re compacting material to finish grade and haul and disposal of unsuitable material Muck Excavation of material from ram or weather damage will not be paid for and is entirely the Contractors responsibility This item shall be measured in the field and will be paid for by the cubic yard Excavation and Embankment will only be paid when a significant change in grade is required as determined by the Engineer Minor cuts and fills shall be considered incidental to the work, and shall not be paid separately under this section If unsuitable subgrade is encountered and the Engineer directs the Contractor to over excavate the material the Contractor shall use Aggregate Base Courses (Class 5 or 6) Class 1 or 2 Structural Backfill Pit Run or an approved fill to backfill the over excavated area if there is not any acceptable material onsite This Work will be paid for separately under the Muck Excavation item The proposed material shall meet the following minimum requirements LL Maximum 30 PI Maximum 6 R Value Minimum 78 The minimum strength coefficient of the Aggregate Base Coarse shall be 0 11 After specified compaction has been obtained the subgrade under the curb gutter, sidewalk, and pavement shall be proof rolled with a heavily loaded rubber tired roller, fully loaded water truck, or approved equal Those areas which produce a rut depth of over one half (1/2) inch or which crack the subgrade after pumping and rebounding shall be npped scanfied wetted or deed if necessary and recompacted to the requirements for density and moisture at the Contractor s expense Where unsuitable material is encountered the Engineer may require the Contractor to remove the unsuitable materials and backfill to the finished grade with approved matenal The completed subgrade shall be proof rolled again after placement of approved material This will be paid for at the contract unit price for Muck Excavation U \Drake/Ziegler Improvement Project Phase III\Technical Specifications Technical Specs 4 Drake/Ziegler Improvement Project Phase III Date April 3 2008 The Contractor shall refer to the plans for regrading information This work shall include all excavation embankment and grading required to prepare these sites for landscaping Subsection 203 04 is revised to include the following The excavations and embankments shall be finished to smooth and uniform surfaces conforming to the typical sections specified Variation from the subgrade plan elevations specified shall not be more than 0 08 feet Subsection 203 13 is revised to include the following Payment will be made under Pay Item and Pay Unit The pay umt is denoted by ( ) 203 01 Excavation Seeded Roadway 6 Depth Roadway — (CY) 203 02 Borrow Suitable Fill — (CIP) — (CY) 203 03 Muck Excavation — (CY) 203 04 Potholing —(LS) 20305 Import Topsoil (Screened) — 3 Depth — Parkways — (SY) 203 06 Borrow ABC (Class 5 or 6) — (CIP) — (TON) 203 07 Splash Block Shaping— (SF) The above prices and payments shall include full compensation for famishing all labor materials tools equipment and incidentals and for doing all work involved in Unclassified Excavation Embankment Haul & Dispose Topsoil (stripping stockpiling placing) Muck Excavation Borrow ABC and Median Hardscape Shaping including without limitation haul stockpiling placing of material watering or drying soil compaction proof rolling fimsh grading and disposal of unusable materials as shown on the plans and as specified in these specifications and as directed by the Engineer END OF SECTION U IDrake/Ziegler Improvement Project Phase IIPTechnical Specifications Technical Specs 5 Dmke/Ziegler Improvement Project Phase III Date April 3 2008 REVISION OF SECTION 206 EXCAVATION AND BACKFILL FOR STRUCTURES Section 206 of the Standard Specifications is hereby revised as follows Subsection 206 01 is revised to include the following Structure Excavation — It is anticipated that unsuitable soils will be encountered for the abutment walls for the Foothills Channel Box Culvert The excavation of the unsuitable material has already been accounted for and will be paid for under Structure Muck Excavation The Contractor is cautioned that construction equipment may cause the natural soils to pump or deform while performing excavation work inside and on footings structural floor slabs or other structure foundation areas Foundation materials which are a) saturated by either surface or dewatenng work by the Contractor b) frozen for any reason or c) that are disturbed by the Contractor s work or caused to become unacceptable for foundation material purposes by means of the Contractor s equipment manpower or method of work shall be removed and replaced by the Contractor at his expense Care should be taken when excavating the foundations to avoid disturbing the supporting materials Excavation by either hand or careful backhoe operation may be required to achieve the subgrade depth of the last few inches of any item of the concrete work Any over excavated subgrades that are due to the Contractor s actions shall be brought back to subgrade elevations by the Contractor and at his expense in the following manner For over excavations of 2 inches or less either Backfill and compact with an approved granular materials backfill with %: inch washed crushed rock or fill within concrete at the time of the appurtenant structure concrete pour For over excavations greater than 2 inches backfill and compact with 1 %: inch washed crushed rock Borrow Structure Backfill (R-Value>25)—Backfill and fill within 2 feet of and adjacent to all structures and for full height of the wall shall be selected non swelling material It shall be granular well graded and free from stones larger than3 inches Material may belob excavated but selectivity will be required as determined by the Engineer Refer to the Plans for lob specific requirements Stockpiled material other than topsoil from the excavation shall be used for backfrlhng unless an impervious structural backfill is specified The backfill material shall consist of either clean on site granular materials free from stones larger than 3 inches in diameter with no more than 20% passing the No 200 sieve or equivalent imported materials All backfill around the structures shall be consolidated by mechanical tamping The material shall be placed in 8 inch loose lifts within range of 2% above to 2% below the optimum moisture content and compacted to 95% of Maximum Standard Proctor Density (ASTM D698) for cohesive soils or to 70%relative density for pervious material as determined by the relative density of cohesion less soils ASTM D4253 Structure Backfill Flow Fill — Backfill flow fill will be required around the foundation and up to a height of 2 above the foundation This item will be paid for by the Cubic Yard Dewatermg— It is anticipated that the project will require a dewatenng processes This item shall include pumps labor equipment and any associated costs to insure a dry work area Also a discharge pipe is to be installed and removed to provide access for construction equipment it will be the responsibility of the contractor to obtain Dewatermg Permits from the Colorado State Health Department These combined items will be paid for as an Each price Structure Haul and Dispose — This shall consist of hauling and disposing of any excess material or unsuitable fill material on site This item will be measured from the plans and cross sections and will be paid for by the Cubic Yard This item shall be paid based on load counts U \Drake/Ziegler Improvement Proimt Phase III\Techmcal Specifications Technical Specs 6 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 Rev 10/20/07 Section 00100 Page 7 Drake/Ziegler Improvement Project Phase III Date April 2008 Structure Muck Excavation —Unsuitable material encountered within the area of excavation for the structure shall be removed to a depth directed by the Engineer All unsuitable material shall be disposed of as directed Muck -excavation of matenal from ram or weather damage will not be paid for and is entirely the Contractors responsibility This item shall be measured in the field and will be paid for by the Cubic Yard Subsection 206 07 is revised to include the following Payment will be made under Pay Item and Pay Unit The pay unit is denoted by ( ) 20601 Structure Excavation— (CY) 20602 Borrow Structure Backfill (R Value>25) @ Wmgwalls—(CY) 20603 Structure Backfill Flow Fill @ Box Culvert — (CY) 20604 Filter Material (1 %: Washed Rock) — (TON) 20605 Structure Haul and Dispose (On Site) — (CY) 20606 Structure Muck Excavation — (CY) 20607 Dewatenng — (EA) END OF SECTION U \Drake/Ziegler Impmvemeni Project Phase III\Technical Specifications Technical Specs 7 Drske/Ztegler Improvement Project Phase III SECTION 208 EROSION CONTROL Section 208 of the Standard Specifications is hereby revised as follows Subsection 208 01 is revised to include the following Date Apnl3 2008 All Erosion Control Devices Materials and Techniques required to prevent damage to the storm water facilities as outlined in the City of Fort Collins Standards will be considered incidental to the work and shall be included in the price No measurement for payment shall be made for maintenance of Erosion Control devices Tins item will be paid for as a lump sum price to the Contractor Working in or Crossing Watercourses and Wetlands — Construction vehicles should be kept out of watercourses to the extent possible Where in channel work is necessary precautions must be taken to stabilize the work area during construction to minimize erosion control The channel (including bed and banks) must always be re stabilized immediately after in channel work is completed Where a live (wet) watercourse must be crossed by constmchon vehicles during construction a Temporary Stream Crossing must be provided for this purpose Soil Retention Blanket (straw/coconut) shall be a machine produced mat consisting of 70 percent agricultural straw and 30 percent coconut fiber The blanket shall be of consistent thickness with the straw and coconut fiber evenly distributed over the entire area of the mat The blanket shall be covered on the top and bottom with 100% biodegradable natural organic fiber netting Subsection 208 07 is revised to include the following The accepted quantities will be paid for at the contract unit price Payment will be made under Pay Item and Pay Uni[ The pay unit is denoted by ( ) 208 01 Erosion Control — per plan — contractor obtains SWMP from State — (LS) 208 02 Soil Retention Blanket w/seed @ Box Culvert — (SF) The above prices and payments shall include full compensation for furnishing all labor materials tools equipment and incidentals and for doing all work involved in installing and maintaining erosion control complete -in place as specified in these specifications and as directed by the Engineer END OF SECTION U \Drake/Ziegler Improvement Project Phase IIffechnical Specifications Technical Specs 8 Drake/Ziegler Improvement Project Phase III REVISION OF SECTION 210 RESET STRUCTURES Section 210 of the Standard Specifications is hereby revised as follows Subsection 210 01 is revised to include the following Date Apn13 2008 Work contained in this Subsection shall meet the requirements of the current City of Fort Collins Specifications or other applicable water utility agency standard construction specifications The Contractor shall cooperate and coordinate with the City of Fort Collins or other applicable water utility when shutting off water to minimize downtime to customers The Contractor shall also coordinate work involving the relocation of fire hydrants water meters curb stops and water valves and lowering water and sewer service Imes and water Imes The Contractor shall supply all materials required to complete the work that is not supplied by the City or other applicable water utility and these materials shall be included in the costs of each item This shall include but not be limited to new copper line and fittings, new stop boxes meter pits excavation backfill and compaction New copper fittings stop boxes and meter pits will be required at each location All structures located in bituminous pavements to be surfaced shall be adjusted prior to or during paving operations All structures located within a concrete pavement shall be adjusted prior to opening the roadway The Contractor shall perform all work needed to ensure that said structures can be readily adjusted and shall have all necessary materials on hand prior to commencing the work The adjustments shall be made as noted below All structures shall be adjusted to be V. +/ 1/8 below the pavement surface The Contractor shall be responsible for immediately cleaning out all construction materials that may fall into manholes valve boxes or other structures during the construction process In the event that a structure was not properly adjusted (I a too high or too low) or the structure was covered and not adjusted after the paving operation written notice will be given by the Engineer to the Contractor requiring the Contractor to make the necessary adjustments within 5 working days In the event that the structure is not adjusted within said time frame the Engineer shall have the right to engage a third party to complete the work and to withhold the cost of such work from payments due the Contractor If a structure is adjusted prior to an overlay operation the Contractor shall place bituminous base material around the structure as directed by the Engineer to insure that it will not be a hazard to vehicular traffic This will be paid for under the bid item for Asphalt Patching Adjust Valve Box (COFC Water Dept ) — Valve boxes located within asphalt pavement shall be adjusted by removing the existing pavement around the valve box adjusting the valve by turning it to the proper grade trimming the existing asphalt by cutting vertical edges then spreading and mechanically compacting bituminous material of the same grade and quality as the adjacent pavement If a valve box cannot be turned up or can be turned up but not sufficiently to achieve the proper grade or if the top section of the valve box is in poor condition the Contractor shall excavate around the top section of the valve box and remove and replace the top section with a longer section supplied by the Contractor The excavation shall then be back filled with Non Shrink backfill to the top of subgrade and then material of the same grade and quality as the adjacent pavement shall be placed The Contractor shall exercise reasonable care while attempting to adjust the valve boxes If in the opinion of the Engineer the Contractor is negligent and breaks the valve box the valve box shall be replaced at the Contractor s expense This item will be paid under Adjust Valve Box — (EA) U \Drake/Ziegier Improvement Project Phase IIPTechmcal Specifications Technical Specs 9 Drake/Ziegler Improvement Project Phase III Date April 3 2008 Adjust Manhole Ping/Cover — Manholes located within existing asphalt pavement shall be adjusted by removing an area of pavement with a minimum diameter one foot (1 ) larger than the structure (centered on the structure) This shall be done by cutting vertical edges adjusting the manhole by grouting concrete nngs and/or utilizing metal shims to raise the structure to the proper grade then spreading and mechanically compacting bituminous material of the same grade and quality as the adjacent pavement When the manhole adjustment is complete the slope of the top surface ofthe manhole cover shall match the slope of the pavement in both the longitudinal and traverse directions Any manhole cover which is unstable or noisy under traffic shall be replaced This item will be paid under Adjust Manhole Ring/Cover — (EA) Traffic Signs Prior to commencement of any construction that will affect traffic signs of any type the Contractor shall contact the City of Fort Collins Streets Division and the City Project Inspector for removal of the signs The COFC Streets Division will remove these signs and reset all traffic signs upon project completion Payment will be made under Pay Item and Pay Unit The pay unit is denoted by ( ) 21001 Modify Manhole — (EA) 210 02 Relocate Existing Headgate — (LS) The above prices and payments shall include full compensation for furnishing all labor materials tools equipment and incidentals and for doing all the Work involved in adjusting structures complete in place including non shrink backfill concrete metal shims bituminous materials haul and disposal excavation bedding material backfill and compaction as shown on the plans as specified in these specifications and as directed by the Engineer END OF SECTION U \Drake/Ziegler Improvement Project Phase 1IRTechmcal Specifications Technical Specs 10 Drake/Ziegler Improvement Project Phase III REVISION OF SECTION 304 AGGREGATE BASE COURSE Section 304 of the Standard Specifications is revised as follows Date April 3 2008 Subsection 304 01 is revised to include the following This work shall consist of placmg 10 of Aggregate Base Course (Class 5 or 6) over previously prepared pavement sub grade approved by the Engineer Aggregate Base Course will be used under the asphalt pavement section and shall meet the requirements of Subsection 703 03 The proposed material shall meet the following minimum requirements LL Maximum 30 PI Maximum 6 R Value Minimum 78 The tnimmum strength coefficient of the Class 5 or 6 Aggregate Base Course shall be 0 11 Subsection 304 06 is revised to include the following Aggregate Base Course shall be compacted to at least 95% of maximum density at or near optimum moisture as determined by ASTM D698 Subsection 304 07 is revised to include the following Aggregate Base Course will be measured by the ton at proper moisture Quantity will be adjusted accordingly if the moisture content is too high Haul and water necessary to bring mixture to optimum moisture will not be measured or paid for separately but shall be included in the price for Aggregate Base Course Load tickets shall be consecutively numbered for each day Sod sterilization shall be applied under all new asphalt paving and shall be considered incidental to the work Stenhzation shall not be paid for separately under this item Subsection 304 08 is revised to include the following The accepted quantities of Aggregate Base Course will be paid for at the contract unit price per ton Payment will be made under Pay Item and Pay Umt The pay unit is denoted by ( ) 304 01 Aggregate Base Course — (Class 5 or 6) — 6 Depth — (CIP) — (TN) The above prices and payments shall include full compensation for furnishing all labor materials tools equipment and incidentals and for doing all work involved in Aggregate Base Course including haul sterilization and water The work will be complete in place as shown on the plans as specified in these specifications and as directed by the Engineer END OF SECTION U \Drake/Ziegler Improvement Project Phase III\Technical Specifications Technical Specs 11 Drake/Ziegler Improvement Project Phase III REVISION OF SECTION 306 RECONDITIONING Section 306 of the Standard Specifications is hereby revised for this project as follows Subsection 306 02 is revised to include the following Date April 2008 The top 6 of the sub grade including fill areas (curb gutter and sidewalk areas) shall be reconditioned by scarifying and re compacting The sub grade shall be thoroughly mixed and dried or moistened to full depth and compacted as specified in Section 203 07 The reconditioned surface shall not vary above or below the lines and grades as staked by more than 0 04 foot under asphalt or concrete pavement or 0 08 foot under aggregate base course The surface shall be tested prior to application of any base course or pavement All defective work shall be corrected as directed by the Engineer The surface shall be protected and maintained until base course or pavement has been placed If the Contractor chooses to use road base as a fine grading material or a matenal to mitigate over excavated or rain damaged areas this shall be entirely the Contractor's cost and shall be considered incidental to the Work. The Contractor shall be paid for reconditioning ifreconditiomng has been attempted and muck excavation in the event that unsuitable material is encountered and removed at the direction of the Engineer It shall be at the Engineer s discretion to deternune if the Contractor has made a sufficient effort to control the moisture in the sub grade material and made a reasonable effort to recondition the sub grade Soil stenlization shall be applied under all new asphalt paving and shall be considered incidental to the work Sterilization shall not be paid for separately under this item This Item (Reconditioning) wdl not be necessary or Paid for in Subsection 306 04 is revised to include the following The accepted quantities of Reconditioning will be paid for at the contract unit price per square yard Payment will be made under Pay Item and Pay Unit The pay unit is denoted by ( ) 30601 Sidewalk Preperation — (SY) The above prices and payments shall include full compensation for furnishing all labor matenals tools equipment and incidentals and for doing all work involved in Reconditioning complete in place including compaction wetting or drying and finish grading as shown on the plans as specified in these specifications and as directed by the Engineer END OF SECTION U \Drake/Ziegler Improvement Project Phase lIDTechnical Specifications Technical Specs 12 Drake/Ziegler Improvement Project Phase III Date April 3 2008 REVISION OF SECTION 307 FLYASH SUBGRADE STABILIZATION Section 307 of the Standard Specifications is revised as follows This item shall consist of treating the subgrade adding Class C' fly ash mixing and compacting of the nuxed material to the required depth and density This item applies to natural ground or embankment and shall be constructed as specified herem and in conformity with the typical sections lines and grades as shown on the plans or as established by the Engineer MATERIALS A Fly Ash The fly ash shall meet ASTM Specification 618 Section 3 2 when sampled and tested in accordance with Sections 4 6 and 8 unless otherwise shown on the plans Fly ash shall be Class C designation containing a minimum of 25 percent CaO B Water The water used in the stabilized mixture shall be clean clear and free of sewage vegetable matter oil acid and alkali Water known to be potable may be used without testing All other sources shall be tested in accordance with AASHTO T 26 and approved by the Materials Engineer EQUIPMENT A The machinery tools and equipment necessary for proper prosecution of the Work shall be on the project site and approved by the Engineer prior to the beginning of construction operations All machinery tools and equipment used shall be maintained in a satisfactory and workmanlike manner Fly ash shall be stored and handled in closed weatherproof containers until immediately before distribution on the road If storage bins are used they shall be completely enclosed If fly ash is furnished in trucks each truck shall have the weight of fly ash certified on public scales or the Contractor shall place a set of standard platform truck scales or hopper scales at a location approved by the Engineer CONSTRUCTION METHODS A General It is the primary purpose of this specification to secure a completed course of treated material that contains the following 1 Uniform fly ash/soil mixture with no loose or segregated areas 2 Uniform density and moisture content 3 Is well bound for its full depth 4 A smooth surface suitable for placing subsequent courses It shall be the responsibility of the Contractor to regulate the sequence of his work to process a sufficient quantity of material to achieve full depth as shown on plans to use the proper amounts of fly ash to maintain the work and to rework the courses as necessary to meet the above requirements at no additional cost Before other construction operations are initiated the subgrade shall be graded and shaped to enable the fly ash treatment of matenals in place in conformance with the lines grades and thickness shown on the plans Unsuitable soil or materials shall be removed and replaced with acceptable material The subgrade shall be fine and able to support without displacement the construction equipment and the U \Drake/Ziegler Improvement Project Phase III\Techmcal Specifications Technical Specs 13 Drake/Ziegler Improvement Project Phase III Date April 2008 compaction hereinafter specified Soft or yielding subgrade shall be corrected and made stable by scarifying adding fly ash and compacting until it is of uniform stability if the Contractor elects to use a trimming machine that will remove the subgrade material accurately to the secondary grade he will not be required to expose the secondary grade or windrow the material However the Contractor shall be required to roll the subgrade as directed by the Engineer before using the trimming machine and correcting any soft areas that this rolling may reveal This method will be permitted only where a machine is provided which will ensure that the material is cut uniformly to the proper depth and which has cutters that will plane the secondary grade to a smooth surface over the entire width of the cut The machine shall be of such design that visible indication is given at all times that the machine is cutting to the proper depth B Application The fly ash shall be spread by an approved spreader at the rate of 12% dry weight of soil as shown on the plans and as directed by the Engineer A motor grader shall not be used to spread the fly ash The fly ash shall be distributed at a uniform rate and in such manner as to reduce the scattering of fly ash by wind to a minimum Fly ash shall not be applied when wind conditions in the opinion of the Engineer are such that blowing fly ash becomes objectionable to traffic or adjacent property owners During final mixing water shall be added to the materials as directed by the Engineer until the proper moisture content has been secured Water shall be added through the pulverizing machine or method acceptable to the Engineer to develop a uniform controlled rate addition of the needed moisture Initial nuxing after the addition of fly ash will be accomplished dry or with a minimum of water to prevent fly ash balls Final moisture content of the mix prior to compaction shall not exceed the optimum moisture content of the mix by more than two percent nor by less than the optimum by more than four percent Should the natural moisture content of the sod be above the specified range aeration of the soil may be required prior to addition of the fly ash C Mixing The soil and fly ash shall be thoroughly mixed by approved rotary mixers or other approved equipment and the mixing continued until in the opinion of the Engineer a homogeneous friable mixture of soil and fly ash is obtained free from all clods or lumps Water required to achieve the specified moisture content for the mixture should be added after initial mixing If the soil fly ash mixture contains clods they shall be reduced in size by raking blading disking harrowing scarifying or the use of other approved pulverization methods so that when all non slaking aggregates retained on the No 4 sieve are removed the remainder of the material shall meet the following requirements when tested at the field moisture condition or dry by laboratory sieves Minimum Passing 1 inch sieve 100 percent Minimum Passing No 4 sieve 60 percent D Compaction Compaction of the mixture shall begin immediately after mixing of the fly ash and be completed within one hour following addition of fly ash and water The material shall be sprinkled as necessary to maintain the optimum moisture Compaction of the mixture shall begin at the bottom and shall continue until the entire depth of mixture is uniformly compacted to a specified density All non uniform (too wet too dry or insufficiently treated) areas which appear shall be corrected immediately by scarifying the areas affected adding or removing material as required and reshaping the recompacting by sprinkling and rolling The surface of the course shall be maintained in a smooth condition free from undulations and ruts until other work is placed thereon or the work is accepted U Drake2tegler Improvement Project Phase IlnTechnical Specifications Technical Specs 14 Drake/Ziegler Improvement Project Phase III Dale April 2008 The stabilized section shall be compacted to the extent necessary to provide the density specified below Description For fly ash treated subgrade existing subase or existing base that will receive subsequent subbase or base courses Not less than 95 percent maximum dry density (ASTM D 698) For fly ash treated sub base or base that will receive surface course Not less than 95 percent maximum dry density (ASTM D 698) In addition to the requirements specified for density the full depth ofthe material shown on the plans shall be compacted to the extent necessary to remain firm and stable under construction equipment After each section is completed the engineer will make tests as necessary If the material fails to meet the density requirements the Engineer may require it to be reworked as necessary to meet those requirements or require the Contractor to change his construction methods to obtain required density on the next section Throughout this entire operation, the shape ofthe course shall be mamtamed with a blade and the surface upon completion shall be smooth and in conformity with the typical section shown on the plans and to the established lines and grades Grading should be terminated within two hours after blending of the fly ash Should the material due to any reason or cause lose the required stability density and finish before the next course is placed or the work is accepted it shall be reprocessed re compacted and refimshed at the sole expense of the Contractor Reprocessing shall follow the same pattern as the initial stabilization including the addition of fly ash E Finishing, Curing and Preparation for Surfacing After the final course of the treated sub grade sub base or base has been compacted it shall be brought the required lines and grades in accordance with the typical sections The resulting base surface shall be thoroughly rolled with a pneumatic tire roller and clipped skinned or `tight bladed by a power grader to a depth of approximately 3 inch removing all loosened stabilized material from the section Re compaction of the loose matenal should not be attempted The surface shall then be thoroughly compacted with the pneumatic roller adding small increments of moisture as needed during rolling If plus No 4 aggregate is present in the mixture one complete coverage of the section with the fat wheel roller shall be made immediately after the clipping operation When directed by the Engineer surface finishing methods may be varied from this procedure provided a dense uniform surface free of surface compaction plans is produced The moisture content of the surface material must be maintained within the specified range during all finishing operations Surface compaction and finishing shall proceed in such a manner as to produce in not more than two hours a smooth closely knit surface free of cracks ndges or loose material conforming to the crown grade and line shown on the plans 2 After the fly ash treated course has been finished as specified herein the surface shall be protected against rapid drying by either of the following curing methods for a period of not less than three days or until the surface or subsequent courses are placed (a) Maintain a thorough and continuously moist condition by sprinkling (b) Apply a two inch layer of earth on the completed course and maintain in a moist condition (c) Apply an asphalt membrane to the treated course immediately after same is completed The quantity and type of asphalt approved for use by the Engineer shall be sufficient to completely cover and sea] the total surface of the base between crown lines and all voids If the Contractor elects to use this method it shall be the responsibility of the Contractor to protect the asphalt membrane from being picked up by traffic by either sanding or dusting the surface of same The asphalt membrane may remain in place when the proposed surface or other base courses are placed Asphaltic emulsions are not acceptable for the asphaltic membrane U Drake/Ziegler Improvement Project Phase IlUmlinical Specifications Technical Specs 15 Drake/Ziegler Improvement Project Phase III METHOD OF MEASUREMENT Date April 2008 Fly Ash Subgrade Stabilization will be measured by the square yard to the limits as constructed in the field and be paid for at the contract unit price per square yard NOTE The square yards of Fly Ash Subgrade Stabilization Is an estimate only based on the soils report and general knowledge of the sod conditions in this area The subgrade areas to be stabilized with fly ash will be determined by the Engineer based upon results after proof rolling and effects resulting from inclement weather conditions Subgrade areas not requiring fly ash stabilization will be Reconditioned (Revision of Section 306), measured by the square yard as constructed in the field and paid for at the Reconditioning contract unit once Der square vard BASIS OF PAYMENT Payment will be made under Pay Item and Pay Umt The pay unit Is denoted by ( ) 307 01 Fly Ash 12 Depth 12% (SY) The above prices and payments shall include full compensation for furnishing all labor materials tools equipment and incidentals and for doing all work involved in Fly ash stabilization complete in place including compaction and wetting or drying as shown on the plans as specified in these specifications and as directed by the Engineer END OF SECTION U \Drake/Ziegler Improvement Project Phase IlnTechnsal Specifications Technical Specs 16 OWNER is exempt from Colorado State Sales and Use Taxes on materials and equipment to be incorporated in the Work Said taxes shall not be included in the Contract Price Reference is made to the General and Supplementary Conditions 21 0 RETAINAGE Provisions concerning retainage are set forth in the Agreement 22 0 PURCHASING RESTRICTIONS Purchasing restrictions The Bidder's authorized signature of this Bid assures the Bidder's compliance with the City's purchasing restrictions A copy of the resolutions are available for review in the Purchasing and Risk Management Division or the City Clerk's office A Cement Restrictions City of Fort Collins Resolution 91-121 requires that suppliers and producers of cement or products containing cement to certify that the cement was not made in cement kilns that burn hazardous waste as a fuel 23 0 COLLUSIVE OR SHAM BIDS Any Bid deemed by the City in its sole discretion to be a collusive or sham Bid will be rejected and reported to authorities as such Your authorized signature of this Bid assures that such Bid is genuine and is not a collusive or sham Bid 24 0 BID RESULTS For information regarding results for individual Bids send a self- addressed self -stamped envelope and a Bid tally will be mailed to you Bid results will be posted in the Purchasing office seven (7) days after the Bid Opening END OF SECTION Rev 10/20/07 Section 00100 Page 8 Drake/Ziegler Improvement Project Phase III REVISION OF SECTION 401 & 703 PLANT MIX PAVEMENTS — GENERAL & AGGREGATES Section 401 and 703 of the Standard Specifications is hereby revised as follows Subsection 40102 is hereby revised to include the following Date Apn13 2008 Requests made in writing by the Contractor for changes in the job mix formula will be considered by the Engineer A job mix formula shall be determined by the Contractor and submitted to the Engineer for approval a minimum of one week prior to the beginning of construction for each proposed change The Contractor shall provide the Engineer with an asphalt mix design report from an independent testing laboratory acceptable to the Engineer The report shall state the Mix properties optimum oil content job mix formula and recommended imxmg and placing temperatures The costs for all job mix formulas shall be the responsibility of the Contractor If the Contractor uses more than three (3) lob mix formulas for a type of plant mix pavement used the City may charge the Contractor for testing and evaluation of the mix designs including the costs for calibration of a Nuclear Asphalt Oven For Superpave Mixes, delete Table 401 2 and replace with the following TABLE 401 2 Grading Test Procedure Minimum Test Sampling Frequency Result All Gradings CP L 5109 Method B 80 One per 10 000 metric tons (10 000 tons) or fraction thereof minimum In subsection 40102 delete the second third and fourth paragraphs and replace with the following I A proposed plant mix pavement mix design prepared in accordance with Colorado Procedure 52(CP52 99) including a proposed job mix gradation for each mixture required by the Contract which shall be fully within the Master Range Table Tables 703 3A B and C before the tolerances shown in Table 401 1 are applied The weight of lime shall be included in the total weight of the material passing the 75 min (No 200) sieve The restricted zone boundaries shown for all gradings in Tables 703 3A 703 3B and 703 3C are to be used as guidelines in mix design development However the job mix gradation is not required to pass above or below the restricted zone boundaries 2 The name of the refinery supplying the asphalt cement and the source of the anti stripping additive 3 A sufficient quantity of each aggregate for the Department to perform the tests specified in section 2 2 1 of CP52 In subsection 40102 delete Table 401 1 including the footnotes and replace with the following ABLE 401 1131tumen Content f0 3% sphalt Recycling Agent f0 2% em erature of Mixture When Discharged from Mixer t10°C 'Hot Bituminous Pavement Item 403 Passing the 9 5 min (1/82) and larger sieves t6% Passing the the 4 75 min (No 4) and 2 36 min (No 8) sieves f5% Passing the 600 min (#30) sieve t4% assing the 75 min #200 sieve t2% 'When 100% passing is designated there shall be no tolerance When 90 100% passing is designated 90% shall be the minimum no tolerance shall be used U \Drake/Ziegler Improvement Project Phase Ill\Techmcal Specifications Technical Specs 17 Drake/Ziegler Improvement Project Phase III Delete Subsection 40107 and replace with the following Date April 3 2008 Plant oux pavement shall be placed only on properly prepared unfrozen surfaces which are free of water snow and ice The plant mix pavement shall be placed only when both the air and surface temperatures equal or exceed the temperatures specified in Table 401 3 and the Engineer determines that the weather conditions permit the pavement to be properly placed and compacted Table 4013 Placement Temperature Limitations in °C Compacted Layer Minimum Surface and Air Thickness in Temperature °C (OF) min (inches) Top Layers Below Layer Top Layer <38 (1%:) 15 (60) 10 (50) 38 (1%a) <75 (3) 10 (50) 5 (40) 75 3 or more 7 45 2 35 Note Air temperature is taken in the shade Surface is defined as the existing base on which the new pavement is to be placed If the temperature falls below the minimum air or surface temperatures pavmg shall stop The Contractor shall schedule the work so that no planed or recycled surface is left without resurfacing for more than 10 calendar days during the period specified in Table 401 3A below The Contractor shall immediately place a temporary hot bituminous pavement layer on any surface that has been planed or recycled and can not be resurfaced in accordance with the above temperature requirements within 10 calendar days after being planed or recycled The mimmum thickness of the temporary hot bituminous pavement layer shall be 50 min (2 inches) The Contractor shall perform the quality control required to assure adequate quality of the hot bituminous pavement used in the temporary layer All applicable pavement markings shall be applied to the temporary layer surface The Contractor shall maintain the temporary layer for the entire period that it is open to traffic Distress which affects the ride safety or serviceability of the temporary layer shall be immediately corrected to the satisfaction of the Engineer The temporary hot bituminous pavement layer shall be removed when work resumes Table No 401 3A Periods Requiring Overlay of Treated Surfaces Location by Elevation Period During Which Planed or Recycled Surfaces Must be Overlaid within Ten Days All areas below and including 2100 in October 1 to March 1 7000feet All areas above 2100 in (7000 feet) up to and including2600 in8500 feet September 5 to April 1 All areas above 2600 in (8500 feet) August 20 to May 15 In Subsection 401 15 delete the third and fourth paragraphs (including table) and replace with the following The minimum temperature of the mixture when discharged from the mixer and when delivered for use shall be as shown in the following table U Drake/Ziegler Improvement Project Phase III\Technical Specifications Technical Specs 18 Drake/Ziegler Improvement Project Phase III Date April 2008 Asphalt Grade P Minimum Mix Discharge Temperature C (OF)* Minimum Delivered Mix Temperature °C F)** PG 58 28 135 (275) 113 (235) PG 58 22 138 (280) 113 (235) PG 64 22 143 (290) 113 (235) AC 20 Rubberized 160 (320) 138 (280) PG 76 28 160 (320) 138 (280) PG 70 28 149 (300) 138 (280) PG 64 28 149 (300) 138 (280) PG 58 34 149 (300) 138 (280) * The maximum nux discharge temperature shall not exceed the minimum discharge temperature by more than 17-C (30 F) ** Delivered mix temperature shall be measured behind the paver screed Hot mix asphalt mixture shall be produced at the lowest temperature within the specified temperature range that produces a workable mix and provides for uniform coating of aggregates (95% minimum in accordance with AASHTO T 195) and that allows the required compaction to be achieved Subsection 40116 is hereby revised to include the following The mixture shall be laid upon an approved surface spread and struck off to provide for drainage to the side(s) of the roadway with a minimum cross slope of two percent (2%) or as directed by the Engineer In subsection 40117 first paragraph delete the last two (2) sentence and replace with the following When the mixture contains unmodified asphalt cement (PG 58 28 PG 58 22 or PG 64 22) or modified (PG 58 34) and the surface temperature falls below 85°C(185OF) no further compaction effort will be permitted unless approved If the mixture contains modified asphalt cement (AC 20R PG 76 28 PG 70 28 or PG 64 28) and the surface temperature falls below 110 C (230 F) no further compaction effort will be permitted unless approved Subsection 40117 is hereby revised to include the following All pneumatic tire rubbers shall be equipped with rubber skirts In subsection 703 04 delete Table 703 3 and replace with Tables 703 3A B and C as follows U \Drake/Ziegler Improvement Project Phase IlnTechmcal Specifications Technical Specs 19 Drake/Ziegler Improvement Project Phase III TABLE 703 3A Master Range Table for Hot Bituminous Pavement (Grading S) Date April 3 2008 Steve Size Percent by Weight Passing Square Mesh Sieves Restricted Zone Boundary (Guideline) Minimum Maximum 375mm(1%: ) 25 0 mm (1) 100 19 0 min (a/,) 90 100 125min (%a) 9 5 min (3/8) 4 75 min (#4) 2 36 inm (#8) 23 49 346 346 1 18 min (#16) 223 283 600 mm (#30) * 167 207 300 min (#50) 137 137 150 min (# 100) 75 min (#200) 2 8 * These additional Form 43 Specification Screens will initially be established using values from the As Used Gradation shown on the Design Mix U \Drake/Ziegler Improvement Project Phase IIffechmcal Specifications Technical Specs - 20 Drake/Ziegler Improvement Project Phase III Date April 2008 TABLE 703 3B Master Range Table for Hot Bituminous Pavement (Grading SX) Steve Size Percent by Weight Passing Square Mesh Sieves Restricted Zone Boundary (Guideline) Minimum Maximum 375nun (IV2 ) 250mm(1 ) 19 0 min (2/, ) 100 12 5 min (%2 ) 90 100 9 5 into (3/8 ) 4 75 min (#4) 2 36 min (#8) 28 58 391 391 1 18 mm (#16) 256 316 600 min (#30) * 191 23 1 300 min (#50) 155 155 150 min (#100) 75 min (#200) 2 10 * These additional Form 43 Specification Screens will initially be established using values from the As Used Gradation shown on the Design Mix U \Drake/Ziegler Improvement Project Phase III\Technical Specifications Technical Specs 21 Drake/Ziegler Improvement Project Phase III Date April 3 2008 TABLE 703 3C Master Range Table for Hot Bituminous Pavement (Grading SG) Steve Size Percent by Weight Passing Square Mesh Sieves Restricted Zone Boundary (Guideline) Minimum Maximum 375min (1%2) 100 25 0 mm (1) 90 100 190min ('% ) 125min (%2 ) 9 5 min (3/8) 4 75 min (#4) * 395 395 2 36 min (#8) 19 45 268 308 1 18 min (#16) 181 241 600 min (#30) * 136 176 300 min (#50) 114 114 150 min (#100) 75 min (#200) 1 7 * These additional Form 43 Specification Screens will initially be established using values from the As Used Gradation shown on the Design Mix END OF SECTION U \Drake/Ziegler Improvement Project Phase IIATechmcel Specifications Technical Specs 22 Drake/Ziegler Improvement Project Phase III REVISION OF SECTION 403 HOT BITUMINOUS PAVEMENT Section 403 of the Standard Specifications is hereby revised as follows Subsection 403 01 is revised to include the following Date Apnl3 2008 Hot Bituminous Pavement — This shall consist of constructing one or more courses of HBP Grading S & SG over existing pavement or subgrade surfaces previously prepared by the contractor or City of Fort Collins Crews Asphalt Hand Patching— HBP Grading S & SG shall be used in locations as directed by the Engineer These quantities will be restricted to small areas which require hand placement methods and conventional paving equipment cannot be utilized Asphalt Leveling Course Y. Grading S — (PG 64-22) — (TON) WestBound Harmony Detour Paveing 200'x60'x4" (2" PG 64 22 on 3" PG 58-28) — This work will consist of installing 3 of PG 58 28 SG with a 2 PG 64 22 top lift at the shoe flys to detour traffic around the concrete intersection work and the fill work on the Westbound lanes of Harmony Road The City of Fort Collins anticipates using a shoe -fly at approximate locations STA 132+50 to 134+50 AND STA 163+00 to 165+00 The fill required to buildup the shoe flys will be included in the earth as fill is necessary in these locations per the final design Pavement cutting excavation subgrade preparation haul and disposal bituminous materials aggregate asphalt cement asphalt recycling agent additives hydrated lime and all other work necessary to complete each hot bitunnous pavement item will not be paid for separately but shall be included in the unit price bid The item will be paid as per Ton Subsection 403 02 is revised to include the following Laboratory Mix Design — Grading S & SG The mix designs shall be prepared by an independent laboratory acceptable to the Engineer and shall be submitted by the Contractor to the Engineer for approval a mimmum on one (1) month prior to the beginning of paving for this project The criteria for the mix design is as follows HBP Grading S & SG SEE TABLE 403 1 NEXT PAGE FOR DESIGN CRITERIA A request made in writing by the Contractor for changes in the lob mix formula will be considered by the Engineer The Contractor shall prepare a quality control plan outlining the steps taken to minimize segregation of HBP This plan shall be submitted to the Engineer and approved prior to beginning the paving operations When the Engineer determines that segregation is unacceptable, the paving shall stop and the cause of segregation shall be corrected before paving operations will be allowed to resume The Contractor will not be allowed to clean the paver hoper during paving operations Reclaimed materials will not be allowed in Hot Bituminous Pavement A maximum of 20%reclaimed material will be allowed for HBP Grading SG The Contractor shall construct the work such that all roadway pavement placed prior to the time paving operations end for the year shall be completed to the full thickness required by the plans The Contractors Progress Schedule shall show the methods to be used to comply with this requirement U \Drake/Ziegler Improvement Project Phase IlnTechmcal Specifications Technical Specs 23 Drake/Ziegler Improvement Project Phase III Date April 2008 Vertical drop offs will not be allowed at the end ofanv days Pavene Paper mints well be required to a taper egualme 3 tunes the amount of drop. Pavengloents shall beat the lane lines or in the center of the lane In no case shall the Paving toents be in the wheel path The contractor shall submit a longitudinallomt and pavement marking plan 3 days prior to vavme PAVEMENT SECTION Grading S 100 (PG 64 28) Grading SG-100 (PG58-28) Aggregate Base Coarse Flyash Treated Subgrade NOTE All Contract Quantites are Based on a Preliminary Pavement Design by Terracon The City is currently performing a final pavement design for Harmony and Ziegler The Quanhtes are Representative of the Design we Anticipate on each Roadway The design mix for Grading S SX and SG shall conform to the following TABLE 403 1 Property Test Method Grading S Grading SG N11A this, Project Air Voids percent at • (initial) CPL 5115 > 11 0 > 11 0 > 11 0 •(design) 30 50 30 50 30 50 N maximum > 2 0 > 2 0 > 2 0 Lab Compaction (Revolutions) N (initial) (a) CPL 5115 8 8 (a) • (design)(b) 100 100 (b) N maximum a 174 174 a Stability mimmum (a) for information CPL 5106 42 42 (a) Aggregate Retained on the 4 75 mm (No 4) Sieve with at least two Mechanically Induced Fractured CP 45 60 60 60 Faces % minimum Accelerated Moisture Susceptibility Tensile Strength Ratio (Lottman) CPL 5109 80 80 80 Method B nummum Minimum Dry Split Tensile CPL 5109 Strength, kPa(psi) Method B 205 (30) 205 (30) 205 (30) Grade of Asphalt Cement Ton Laver PG 64 28 PG 58 28 PG 64 28 Grade of Asphalt Cement Layers Below Top PG 64 28 PG 58 28 PG 64 22 Voids in the Mineral Aggregate VMA %minimum a CP 48 140 120 a ( ) Voids Filled with Asphalt (VFA) % Al MS 2 65 75 65 75 (a) a (a) Current CDOT Design Cntena U \Drake/Ziegler hnprovenient Project Phase III\Technical Specifications Technical Specs 24 Drake/Ziegler Improvement Project Phase III Date April 3 2008 (b) Residential 50 Collector 75 Arterial 100 Note AIMS 2 = Asphalt Institute Manual Series 2 Note The current version of CPL 5115 is available from the Region Materials Engineer Note Mixes with gradations having less than 40% passing the 4 75 min (No 4) sieve shall be approached with caution because of constructability problems Subsection 403 03 is revised to include the following Regardless of the delivery temperature the mixture shall not be placed for use on the roadway at a temperature lower than 225' F Emulsified Asphalt for tack coat shall be Grade CSS lh The tack coat shall consist of a 1 1 dilution (one (1) part emulsified asphalt to one (1) part water) The application rate for tack coat shall be approximately 0 1 gallons per square yard The existing pavement shall be broomed and cleaned to be free of dirt water vegetation and other deleterious matter immediately prior to commencing the paving operation Edges of the area to be patched shall be sawcut vertically and perpendicular or parallel to the roadway as directed by the Engineer Tack coat shall be placed against clean vertical edges on all sides of the area to be patched Hot Bituminous Pavement Grading Sand SX shall be placed in equal lifts not exceeding three (3) inches The minimum lift thickness for Grading SX shall be one (1) inch and Grading S shall be (1 Ya) inch HBP Grading SG shall be placed in equal lifts not exceeding four (4) inches and the niimmum lift thickness shall be three (3) inches Overlaying layers of Hot Bituminous Pavement shall not be placed until the lower layer has cooled sufficiently to provide a stable material which will support the equipment without rutting shoving or moving in any manner Tack coat shall be placed between all lifts NOTE Any leveling courses placed shall be Paid for at the contract unit once for Hot Bituminous Pavement Subsection 403 04 shall include the following Hot Bituminous Pavement Grading SX S and SG will be measured by the ton and paid for at the Contract Unit Price for Asphalt Patching and Hot Bituminous Pavement Pavement cutting excavation subgrade preparation haul and disposal bituminous matenals aggregate asphalt cement asphalt recycling agent additives hydrated lime and all other work necessary to complete each hot bituminous pavement item will not be paid for separately but shall be included in the unit price bid Load slips shall be consecutively numbered for each day and shall include batch time Subsection 403 05 is revised to include the following Payment will be made under Pay Item and Pay Unit The pay unit is denoted by ( ) 403 01 Hot Bituminous Pavement — Grading S — 100 — (2 5 Depth) — (PG 64 28) — (TON) U \Drake/Ziegler Improvement Project Phase III\Techmcal Specifications Technical Specs 25 Drake/Ziegler Improvement Project Phase III Date April 2008 403 02 Hot Bituminous Pavement — Grading SG —100 — (4 Depth) — (PG 58-28) — (TON) The above prices and payments shall include full compensation for furnishing all labor materials tools equipment and incidentals and for doing all the work involved in Hot Bituminous Pavement and Asphalt Patching including pavement cutting excavation subgrade preparation haul and disposal compaction rolling surface preparation and bituminous materials complete in place as shown on these plans as specified in these specifications and as directed by the Engineer END OF SECTION U \Drake/Ziegler Improvement Project Phase IIPTechmcal Specifications Technical Specs 26 SECTION 00300 BID FORM Drake/Ziegler Improvement Project Phase III Date April 3 2008 REVISION OF SECTION 412 PORTLAND CEMENT CONCRETE PAVEMENT Section 412 of the Standard Specifications is hereby revised as follows Subsection 412 03 is revised to include the following Concrete pavement shall conform to Class P concrete as specified in Subsections 60102 and 601 03 Class P concrete shall have a minimum 28 day field compressive strength of 4200 psi The Contractor shall submit a concrete max design for Class P showing and establishing the proportions of all the ingredients The Contractor shall be responsible for all subsequent adjustments necessary to produce the specified concrete max The Contractor shall submit a new max design based on the Class P requirements when a change occurs in the type of cement or sources of fly ash or aggregate The contractor may delete Class F fly ash and also substitute Size 67 aggregate in lieu of the larger aggregate blend for the Class "P" concrete only upon the approval of the mix design submitted to the Engineer The Contractor shall also submit a max design for High Early Concrete This max shall have a nummum 24 hour field compressive strength of 3000 psi and a minimum 28 day field compressive strength of 4200 psi This item shall be paid for by the cubic yard of concrete used It shall include supplying, placing curing and texturing the high early concrete Payment for the cost of using high early concrete will be paid for by the cubic yard for the incremental increase in cost and will be paid only when the Engineer requires use of high early concrete No concrete shall be placed until the applicable max design and maturity relationship has been submitted reviewed and approved by the Engineer Review and approval of the mix designs by the Engineer will not constitute acceptance of the concrete Acceptance shall be based solely on the work conforming to the specifications and on satisfactory test results of the concrete placed on this project Subsection 412 12 is revised to include the following Immediately following the burlap drag finish the surface shall be given an astroturf drag finish Matenals used for final finish shall be of such texture and weight to produce a uniform texture similar to a broom type finish Drags shall be full width of the new pavement and maintained in acceptable condition as specified for astroturf drag finish Subsection 412 13 is revised to include the following The Contractor shall saw joints early enough to control or linut random cracking but not too early as to create chipping along the sawed joint Saw cutting will not be allowed between the hours of 9 00 p in and 6 00 a in unless approved by the Engineer Saw cutting joints shall be included in this work and will not be paid for separately If the Contractor proposes variations from CDOT M Standards it is requested that the Contractor shall prepare a pavement joint and doweling layout for approval by the Engineer Subsection 412 17 is revised to include the following The concrete pavement smoothness shall meet the requirements of Category 4 Class I as shown in Table 412 1 for the Profilograph test Subsection 412 18 is revised to include the following Silicone joint sealant material Concrete joints shall be sealed with an approved silicone joint sealant material A copy of the manufacturer s recommendations pertaining to the application of the sealant shall be submitted to the Engineer for approval prior to the beginning of work and these recommendations shall be adhered to by the U \Drake/Ziegler Improvement Project Phase III\Technical Specifications Technical Specs 27 Drake/Ziegler Improvement Project Phase III Date April 3 2008 Contractor with such exceptions as this specification may require The sealant material shall be applied into the joint using equipment and techniques recommended by the joint sealant manufacturer The Engineer may elect to check for bonding or adherence to the sides of the joint If the sealant does not bond to the joint the Contractor shall remove the joint sealant material and clean and reseal these joints in accordance with the criteria outlined Backer rod Shall be a round heat resistant material meeting the requirements set forth by the joint sealant manufacturer The Contractor shall submit the proposed material to the Engineer for review and approval prior to use The backer rod shall be placed in such a manner that the grade for the proper depth of the sealant material is maintained The depth of the sealant shall be a maximum of/. inch The Contractor shall thoroughly clean the joint and adjacent pavement surface for a width of not less than one inch (1 ) on each side of the joint of all scale dirt dust residue or any foreign material that will prevent bonding of the joint sealant This operation is to be accomplished by immediately flushing the joints with water after sawing The joints shall be sandblasted after they have dried lust prior to sealing After sandblasting, the joint shall be cleaned using compressed air with a mimmum pressure of 100 psi The sandblasting and air cleaning shall be performed on the same day as the backer rod placement and joint sealant application Sealant shall not commence for a minimum of 24 hours after sawing or a weather event without approval of the Engineer Enhanced Concrete Crosswalk —10" — Davis Tile Red w/Stamped Border— Concrete crosswalks shall be Class P concrete as specified in Section 412 of these specifications The concrete shall be integrally colored with the required lbs of Davis Color per sack of cement The Contractor shall submit a new mix design based on the Class P requirements when a change occurs in the type of cement flyash or aggregate size The Color of the crosswalks will be Davis Color Tile Red The texture will be Bnckform Texture Mats FM 3500 Cal Weave 24 x24" The surface of the concrete crosswalk shall be sealed and protected from drying by applying Davis W 1000 Clear Cure and Seal or approved equal The unit price bid per square foot of concrete crosswalk shall include the entire Contractors costs The price bid shall include saw cutting furnishing and installing dowel bars and keyways as required supplying fornung placing finishing and edging the concrete surface cunng/sealmg materials joint matenals/sealers texturing equipment as determined and all other related and necessary matenals work and equipment required to construct the concrete crosswalks in accordance with the Specifications Subsection 412 24 is revised to include the following Payment will be made under Pay Item and Pay Unit The pay unit is denoted by ( ) 412 01 Enhanced Concrete Crosswalk — 10 — Tile Red w/Stamped Border — (SY) The above prices and payment shall include full compensation for furnishing all labor materials tools equipment and incidentals and for doing all the work involved in placing concrete pavement complete in place including haul concrete materials finishing the surface saw cutting the joints coning placing dowels and sealing joints as shown on the plans as specified in these specifications and as directed by the Engineer END OF SECTION U \Drake/Ziegler Improvement Project Phase III\Tmhnical Specifications Technical Specs 28 Drake/hegler Improvement Project Phase III REVISION OF SECTION 506 RIPRAP Date Apn13 2008 Section 506 of the Standard Specifications is hereby revised as follows Subsection 506 01 is revised to include the following This work consists of the construction of nprap sections with nprap Type 11 bedding and covered with topsoil in accordance with these specifications and in conformity with the lines and grades shown on the plans or established grades Subsection 506 02 is revised to include the following Color of buried nprap shall be approved by the Engineer Exposed nprap shall be gray to blue gray in color or as approved by the Engineer Rock used for nprap shall be hard durable angular in shape and free from cracks over burden shale and organic matter Thin slab type stones rounded stones and flaking rock shall not be used Removed concrete shall not be used for nprap without specific written approval by the Engineer Service records of the proposed material will be considered by the Engineer in detenmmng the acceptability of the rock Neither breadth nor thickness of a single stone shall be less than one-third (1/3) its length Bedding material shall conform to the specification for Type 11 Filter material as per the City of Fort Collins Storm Drainage Design Criteria and Construction Standards (Table 12 3) or CDOT Class A filter material (Section 703 09) Subsection 506 03 is revised to include the following Wherever possible, the excavation for the nprap sections shall be undisturbed material or where this is not possible, the underlying materials shall be compacted to 95% of maximum density as determined by ASTM D 698 The bottom of the excavation shall have a uniform slope be reasonably smooth, free from mounds and windrows and free of debris prior to placing the filter material Bedding material shall be placed on top of the subgrade material prior to nprap installation at all locations of nprap sections shown on the plans The layer shall be shaped to provide the rmnimum thickness of bedding material as shown on the details of the plans Riprap material shall be placed immediately after the bedding material is placed and in a manner to provide a well graded mass of stone with minimum voids Riprap may be machine placed with sufficient handwork to rmmmize disturbance of the bedding material layer This material shall be placed to the required thickness and grade shown on the details of the plans Topsoil material shall be used to backfill and bury the entire nprap bed area and compacted to insure thorough settling of the topsoil within the rock voids The top three inches (3 ) of the topsoil shall be loosely placed This matenal shall be placed to the required thickness as shown on the details of the plans The contractor shall utilize, when appropriate, existing topsoil on site Subsection 506 04 is revised to include the following Riprap sections specified in the plans will be paid for at the contract unit price per TON The unit pnce bid shall include all costs associated with installation of the bedding material nprap and topsoil including excavating for the U \Dmke/Ziegler Improvement Project Phase IIATechnaal Spccificahons Technical Specs 29 Drake/Ziegler Improvement Project Phase III placement of these materials all materials delivery stockpiling and handling of the nprap Subsection 506 05 is revised to include the following Payment will be made under Pay Item and Pay Unit The pay unit is denoted by ( ) 50601 9 X9 X18 Type L Rip Rap — 6 Topsoil (CIP Per Detail) 50602 21 X61 X18 Type L Rip Rap — 6 Topsoil (CIP Per Detail) 50603 8 X8 X18 Type L Rip Rap — 6 Topsoil (CIP Per Detail) 50604 6 X6 X18 Type L Rip Rap — 6 Topsoil (CIP Per Detail) 50605 l l Xl l X18 Type L Rip Rap — 6 Topsoil (CIP Per Detail) 50606 130 X30 X2 Type M Rip Rap — 6 Topsoil (CIP Per Detail) Date Apnl3 2008 The above prices and payment shall include full compensation for furnishing all labor materials tools equipment and incidentals and for doing all the work involved in excavating placing nprap bedding and topsoil complete in place including haul and stockpile of materials handling of the nprap and finish grading of the surface as shown on the plans as specified in these specifications and as directed by the Engineer END OF SECTION U \Drake/Ziegier Improvement Project Phase IIATechnical Specifications Technical Specs 30 Drake/Ziegier Improvement Project Phase III REVISION OF SECTION 601 STRUCTURAL CONCRETE Section 601 of the Standard Specifications is hereby revised as follows Subsection 60101 is revised to include the following Date April 3 2008 This work shall consist of the addition to the Spring Creek Bridge on Timberline Road The construction will consist of Pilings Bridge abutments Bridge Deck Parapet Walls Railing and necessary conduits in accordance with the plans specifications and the Lanmer County Urban Area Street Standards It shall be the Contractor s responsibility to purchase and famihanze themselves with these specifications The Contractor is responsible for providing all materials and equipment necessary to meet the requirements of the Colorado Department of Transportation Standards and Lanmer County Urban Area Street Standards Mix Design 1 Compressive Strength 4000 psi at 28 days a Minimum number of cylinders passing above requirements shall be 90% b Minimum strength of cylinder acceptable 3800 psi 2 Cement Content 6 bags per cubic yard mimmum 3 Maximum Permissible Water — Cement Ratio a For 4000 psi strength non air entrained absolute ratio by weight 0 49 b For 4000 psi strength air entrained absolute ratio by weight 0 45 4 Slump Four inch maximum 5 Air Content 6%+/ 1 Y: % for concrete with exposed surfaces or subject to freezing and thawing not required for other concrete All Shop Drawings must be approved by the Design Engineer (Lops and Associates Inc) The accepted quantities will be paid for at the contract price Payment will be made under Pay Item and Pay Umt The pay unit is denoted by ( ) 601 01 20 X7 X113 Box Culvert —(CIP) W/Wingwalls/Parapet Walls/Toe Walls/Railings/Brick Facia— (LS) 601 02 4 X8 Precast Box Culvert — with CIP Wingwalls/Toe Walls — (LF) The above pries and payments shall include full compensation for furnishing all labor materials tools, equipment and incidentals and for doing all Work involved in a cast in place bridge, as shown on the plans, as specified in these specifications, and as directed by the Engineer END OF SECTION U Orake/Ziegier Improvement Pmject Phase III\Technical Specifications Technical Specs 31 Drake/Ziegler Improvement Project Phase III REVISION OF SECTION 603 CULVERTS AND SEWERS Section 603 of the Standard Specifications is hereby revised as follows Subsection 603 01 is revised to include the following Date April 2008 This work shall consist of the construction and reconstruction of reinforced concrete pipe pipe encasement pipe connections and joint encasement in accordance with the plans specifications the City of Fort Collins Storm Drainage Design Criteria and Construction Standards It shall be the Contractors responsibility to purchase and familiarize themselves with these specifications The Contractor shall include in the Work all the necessary items to complete the Work including but not limited to excavation bedding backfill and compaction The accepted quantities will be paid for at the contract unit price Payment will be made under Pay Item and Pay Unit The pay unit is denoted by ( ) 603 01 18 RCP Class III — (LF) 603 02 21 RCP Class III — (LF) 603 03 30 RCP Class III — (LF) 603 04 36 RCP Class III — (LF) 603 05 42 RCP Class III — (LF) 603 06 54 RCP Class III — (LF) 603 07 21 RCP Class III FES — (EA) 603 08 30 RCP Class III FES — (EA) 603 09 36 RCP Class III FES — (EA) 603 10 42 RCP Class III FES — (EA) 603 11 Pond 269 Inlet Box w/ Water Quality Structure — Ties into 4 x8 Preacst box — (LS) 603 12 Modified Junction Box #3 & Headwall @ Ends of 54 RCP Pipes — (LS) 603 13 Concrete Encasement on 30 PVC Sanitary Sewer @54 RCP Crossing — (LF) 603 14 Concrete Encasement on 21 RCP Pipe — (LF) 603 15 4 Schedule 40 Sleeving with Flowable Fill Backfill — (LF) 603 16 Conduit Sleevmg under walks for Irrigation — (LF) The above prices and payments shall include full compensation for furnishing all labor materials tools equipment and incidentals and for doing all Work involved in installing pipe and encasing Joints complete in place as shown on the plans as specified in these specifications and as directed by the Engineer Concrete and/or Asphalt patching will be paid for separately under the appropriate item END OF SECTION U \Dmke/Ziegler Improvement Project Phase III\Techmcai Specifications Technical Specs 32 Drake/Ziegler Improvement Project Phase III Date April 3 2008 REVISION OF SECTION 604 MANHOLES INLETS AND METER VAULTS Section 604 of the Standard Specifications is hereby revised as follows Fort Collins Loveland Water District Specifications can be obtained at 5150 Snead Drive Fort Collins Colorado A mandatory pre construction will be required before the contractor starts any work on the district system Subsection 604 01 is revised to include the following This work shall consist of the construction of manholes CDOT Type R inlets type 16 combination inlets and providing and maintaining erosion control in accordance with the plans specifications and the City of Fort Collins Storm Drainage Design Criteria and Construction Standards It shall be the Contractor's responsibility to purchase and familianze themselves with these specifications The Contractor shall include the cost of excavation backfill compaction and installation and maintenance of erosion control into each item listed in this section The Contractor shall clean all sediment caught in the storm sewer system due to this project The frequency of the cleaning shall beat the direction of the Engineer The Contractor will not be allowed to flush the pipes with water All Erosion Control Devices Materials and Techniques required to prevent damage to the storm water facilities as outlined in the City of Fort Collins Standards will be considered incidental to the work and shall be included in the price No measurement for payment shall be made for maintenance of Erosion Control devices Subsection 604 02 is revised to include the following Proportioning shall conform to the requirements for Class B concrete as described in Section 601 Subsection 604 08 is revised to include the following The accepted quantities will be paid for at the contract unit price Payment will be made under Pay Item and Pay Unit The pay unit is denoted by ( ) 60401 5 Type R Inlet — (EA) 604 02 10 Type R Inlet — (EA) 60403 Double Type 16 Inlet — (EA) 604 04 5 Diameter Sewer Manhole — (EA) 604 05 Modified Concrete Sidewalk Culvert — (EA) The above prices and payments shall include full compensation for furnishing all labor materials tools equipment and incidentals and for doing all work involved in constructing inlets constructing manholes and installing and maintaining erosion control complete in place as specified in these specifications and as directed by the Engineer END OF SECTION U iDrake/Ziegler Improvement Pmlect Phase Ilffmhntcal Specifications Technical Specs 33 Drake/Ziegler Improvement Project Phase III Date Apnl 3 2008 REVISION OF SECTION 608 SIDEWALKS AND DECORATIVE CROSSWALKS Section 608 of the Standard Specifications is hereby revised for this project as follows Subsection 608 01 is revised to include the following This work shall consist of the construction of concrete sidewalks (6 ) pedestrian access ramps exposed aggregate median splashblock driveways crosspans and drive approaches in accordance with the plans and specifications Required saw cutting will be incidental to the work and will not be measured or paid for separately The use of aggregate base material for fine grading or over excavated areas will not be paid for separately Subsection 608 02 is revised to include the following Proportioning shall conform to the requirements for Class B concrete as described in Section 601 with the exception the minimum 28 day compressive strength shall be 4000 psi The Contractor shall also submit a mix design for High Early Concrete This mix shall have a minimum 24 hour compressive strength of 3000 psi and a minimum 28 day compressive strength of 3500 psi It shall include supplying placing curing and texturing the high early concrete The price shall apply to all Sections including Section 412 608 and 610 Payment for extra cost of using high early concrete will be paid for by the cubic yard for the incremental increase in costs and will be paid only when the Engineer requires use of high early Subsection 608 04 is revised to include the following Exposed Aggregate Concrete The Exposed Aggregate Concrete shall be Class EA concrete integrally colored with 1 %2 lbs of Davis Color No 5237 San Diego Buff per sack of cement The surface of the Exposed Aggregate Concrete shall be sealed and protected from drying by applying Davis W 1000 Clear Cure and Seal or approved equal San Diego Buff shall be used for all exposed aggregate concrete in the median Truncated Dome Panels Pedestrian Access Warning Cast Iron Plates — East Jordan Iron Works Model 7005 71 Detectable warnings on new curb ramps shall be truncated domes of the dimensions shown in the plans Domes shall be prefabricated by the manufacturer as a pattern on concrete or masonry pavers Pavers shall meet all Americans with Disabilities Act (ADA) requirements for truncated domes and when installed shall be capable of producing the pattern of domes as shown in the plans Pavers shall meet the requirements of ASTM C 902 or ASTM C 936 It is the Contractors responsibility to adequately protect their work from damage by weather (including cold heat ram wind) vandalism or other causes until such time as it is accepted by the City If traffic control devices are used to protect the work they will not be paid for separately but shall be included in the work Subsection 608 05 is revised to include the following The Concrete Driveway (6 ) Sidewalk (6 ) Access Ramps w/Landings (8 ) Drive Approach (6 ) and Concrete Crosspan/Apron (9 1/2 ) items will be measured by the square foot of finished flatwork The price for the Access Ramps (8") shall include the truncated dome panel landing area Ramp area shall be measured from the back of the curb to the back of the walk from point of curb return to point of curb return Subsection 608 06 is revised to include the following The accepted quantities will be paid for at the contract unit price Payment will be made under U Drake/Ziegler Improvement Project Phase ❑I\Techmcal Specifications Technical Specs 34 Drake/Ziegler Improvement Project Phase III Pay Item and Pay Unit The pay unit is denoted by ( ) 60801 Concrete Sidewalk (6 ) — (SF) 60802 Concrete Pedestrian Access Ramps with Truncated Domes (8 ) — (SF) 60803 Concrete Drive Approach w/ Aprons (9 1/2 ) — (SF) 608 04 High Early Concrete (24 Hour) — (CY) 608 05 Flowable Fill — (CY) 60806 Colored Concrete Bike Path (5 with Fibermesh) — (SF) 60807 San Diego Buff Concrete Q 20X7 Box Culvert (6 Depth) — (SF) 60808 Exposed Aggregate Median Cover — San Diego buff— 4 — (SF) Date April 2008 The above prices and payments shall include full compensation for furnishing all labor matenals tools equipment and incidentals and for doing all work involved in constructing concrete sidewalks miscellaneous flatwork access ramps drive approaches and driveways complete in place including haul concrete materials finishing the surface saw cuttmgjomts cunng placing dowels and sealmgjomts as shown on the plans protection from staining existing concrete from washing the exposed aggregate cutting the plastic used to separate the different colors as specified in these specifications, and as directed by the Engineer END OF SECTION U \Drake/Zwgler Improvement Project Phase IIRTechmcal Specifications Technical Specs 35 Drake/Ziegler Improvement Project Phase III CURB AND GUTTER Section 609 of the Standard Specifications is hereby revised as follows Subsection 609 01 is revised to include the following Date Apr113 2008 This work shall consist of the construction of cast in place vertical 6 curb and gutter 6 outfall curb and gutter (1 R pan) and concrete lined imgation ditch accordance with the details and these specifications The unit price bid per linear foot of curb and gutter no sidewalk includes construction of new curb and gutter sections complete and in place measured along the flow line Removal of curb and gutter is not included in this section but will be measured and paid separately as described in Section 202 Ito the Contractor's responsibdity to adequately Protect their Work from dama¢e by weather, vandalism, or other causes until such time as it is accepted by the City If traffic control devices are used to protect the work they shall not be paid for separately but shall be included in the work Subsection 609 02 is revised to include the following Proportioning shall conform to the requirements for Class B concrete as described in Section 601 with the exception the minimum 28 day compressive strength shall be 4000 psi Subsection 609 07 is revised to include the following The accepted quantity of curb and gutter will be paid for at the contract unit pnce per linear foot Payment will be made under Pay Item and Pay Unit The pay unit is denoted by ( ) 609 01 Vertical Curb & Gutter (30 ) — (LF) 609 02 Outfall Vertical Curb & Gutter (18 )— (LF) The above prices and payments shall include full compensation for furnishing all labor materials tools equipment and incidentals and for doing all work involved in constructing vertical curb and gutter variable height curb and gutter concrete median curb complete in place including haul concrete materials finishing the surface saw cutting joints curing placing dowels and sealing joints as shown on the plans as specified in these specifications and as directed by the Engineer END OF SECTION U \Drake/Ziegler Improvement Project Phase IlnTechmcal Specifications Technical Specs 36 SECTION 00300 BID FORM PROJECT 6099 Drake Ziegler Improvements Project Phase III Place Date 1 In compliance with your Invitation to Bid dated _ 20_ and subject to all conditions thereof the undersigned a (Corporation Limited Liability Company Partnership Joint Venture or Sole Proprietor) authorized to do business in the State of Colorado hereby proposes to furnish and do everything required by the Contract Documents to which this refers for the construction of all items listed on the following Bid Schedule or Bid Schedules 2 The undersigned Bidder does hereby declare and stipulate that this proposal is made in good faith without collusion or connection with any other person or persons Bidding for the same Work and that it is made in pursuance of and subject to all the terms and conditions of the Invitation to Bid and Instructions to Bidders the Agreement the detailed Specifications and the Drawings pertaining to the Work to be done all of which have been examined by the undersigned 3 Accompanying this Bid is a certified or cashier's check or standard Bid bond in the sum of ($ ) in accordance with the Invitation To Bid and Instructions to Bidders 4 The undersigned Bidder agrees to execute the Agreement and a Performance Bond and a Payment Bond for the amount of the total of this Bid within fifteen (15) calendar days from the date when the written notice of the award of the contract is delivered to him at the address given on this Bid The name and address of the corporate surety with which the Bidder proposes to furnish the specified performance and payment bonds is as follows 5 All the various phases of Work enumerated in the Contract Documents with their individual jobs and overhead whether specifically mentioned included by implication or appurtenant thereto are to be performed by the CONTRACTOR under one of the items listed in the Bid Schedule irrespective of whether it is named in said list 6 Payment for Work performed will be in accordance with the Bid Schedule or Bid Schedules subject to changes as provided in the Contract Documents 7 The undersigned Bidder hereby acknowledges receipt of Addenda No through Rev 10120/07 Section 00300 Page 1 Drake/Ziegler Improvement Project Phase III REVISION OF SECTION 619 WATER LINES Section 619 of the Standard Specifications is hereby revised as follows Subsection 619 01 is revised to include the following Date April 2008 This work shall include installing DIP Pipe gate valves, tees tappmg saddles plugs reaction blocks fire hydrants and joining to existing lines and other items as shown on the plans and as designated by the Engineer This work shall meet the requirements of the current City of Fort Collins Standard Construction Specifications It shall be the Contractors responsibility to purchase and familiarize themselves with these specifications All work associated with installing the water Imes that is NOT itemized in the bid tab shall be considered incidental to the work and will not be paid for separately This includes but is not limited to excavating and backfillmg valve boxes plugs thrust blocks bedding materials poly wrap chlorinating pressure testing and all materials incidental to completing the installation and connections to existing water lines Subsection 619 05 is revised as follows Payment will be made under Pay Item and Pay Umt The pay unit is denoted by ( ) 61901 8 DIP CL — 52 Water Main — (LF) 61902 6 DIP CL — 52 Water Main — (LF) 61903 6 Gate Valve and Box — (EA) 61904 8 X8 X6 Swivel Tee W/ Thrust Block — (EA) 61905 Fire Hydrant Assembly — (EA) 61906 1 Imgation Service & Meter Pit — Copper Corp Curb Stop — per COFC Spec — (LS) 61907 8 x8 xI Tapping Sleeve for Irrigation The above prices and payment shall include full compensation for furnishing all labor materials tools equipment and incidentals and for doing all the work involved in installing PVC water pipe and valves connecting to existing water Imes according to Elco Water District Standards complete in place as shown on the plans as specified in these specifications and as directed by the Engineer END OF SECTION U \Drake/Ziegler Improvement Project Phase Uffechnical Spemfications Technical Specs 37 EllINC*RPORATIP SUBGRADE INVESTIGATION DRAKE AND ZIEGLER ROADS, ENVIRONMENTAL DRIVE TO HORSETOOTH ROAD FORT COLLINS COLORADO Prepared for CITY OF FORT COLLINS Engineering Department 281 North College Avenue P O Box 580 Fort Collins, Colorado 80522-0580 Attention Mr Mark Lakin Project No FC04378-135 Apn12 2008 351 Linden Street I Suite 140 1 Fort Collin Colorado 80524 Telephone 970 206 9455 Fax 970-206 9441 I TABLE OF CONTENTS SCOPE 1 SITE AND PROJECT DESCRIPTION 1 FIELD AND LABORATORY INVESTIGATION 2 SUBSURFACE CONDITIONS 2 SUBGRADE PREPARATION 3 SOLUBLE SULFATES 4 LIMITATIONS s FIGURE 1 LOCATIONS OF EXPLORATORY BORINGS FIGURE 2 - SUMMARY LOGS OF EXPLORATORY BORINGS APPENDIX A LABORATORY TEST RESULTS CITY OF FORT COLLINS ENGINEERING DEPARTMENT DRAKE AND ZIEGLER ROADS CTL I T PROJECT NO FC04378-135 Ll SCOPE This report presents the results of our subgrade investigation for the construction of Ziegler and Drake Roads between Horsetooth Road and Environmental Drive in Fort Collins, Colorado (Figure 1) We believe our report is in general conformance with Chapter 5 of the Lanmer County Urban Areas Street Standards" dated January 2, 2001 (repealed and reenacted April 1, 2007) as adopted by the City of Fort Collins (City) The City requires submittal of this Subgrade Investigation that addresses the type and pavement support characteristics of the subgrade soils present at the site After the City has reviewed the subgrade investigation design traffic data will be provided by the City and the design portion of the Investigation including pavement section recommendations will be completed Our report includes a description of the subgrade soils encountered in our exploratory bonngs and laboratory test results Alternative pavement sections construction and materials guidelines based upon laboratory test results, City of Fort Collins design criteria Lanmer County Urban Area Street Standards, the Colorado Department of Transportation (CDOT) 2007 "Pavement Design Manual," American Association of State Highway and Transportation Officials (AASHTO) 1993 Guide for the Design of Pavement Structures will be appended to this report after traffic data is provided by the City of Fort Collins SITE AND PROJECT DESCRIPTION The project includes construction of a new portion of Drake and Ziegler Roads between the Intersection of Drake Road and Environmental Drive and the intersection of Horsetooth and Ziegler Roads in Fort Collins Colorado The alignment is located near the fringe of the floodplain of the Cache la Poudre River and west of the river Fossil Creek Reservoir Inlet Ditch is located to the east and adjacent to portions of the alignment Two ponds are located east of the proposed roadway A significant amount of fill a box culvert storm drain and sanitary sewer were constructed in the roadway alignment prior to our subgrade investigation CTLIThompson observed fill placement and performed compaction testing in the roadway alignment from March to July of 2007 The test results are documented in our files under our Project No FC04013 345 The reports indicated CITY OF FORT COLLINS ENGINEERING DEPARTMENT DRAKE AND BEGLER ROADS 1 CTL I T PROJECT NO FC04373-135 In compaction test results were within specified limits The subgrade was rough graded, with no curb and gutter prior to this investigation Historically a gravel mining operation was located in the area Land use of the area is generally developing residential rural - residential and undeveloped FIELD AND LABORATORY INVESTIGATION Our field investigation consisted of eleven bonngs drilled to a depth of 10 feet Borings were drilled at approximate 500-foot spacing The approximate locations of our bonngs are shown on Figure 1 The bonngs were drilled on March 13, 2008 with 4 inch diameter solid stem augers and a truck mounted drill Bulk samples were obtained from the upper 4 feet of the bonngs and California samples were obtained from selected intervals within the borings The number of blows from a 140 pound hammer falling 30 inches, required to drive the California sampler, were recorded and are presented on our summary logs of the borings presented on Figure 2 Laboratory testing was performed In general accordance with AASHTO and ASTM methods to determine index properties of the sods sampled and subgrade support values for those sod types influencing the pavement design To evaluate potential heave swell consolidation testing was performed on three samples of the subgrade sods under a pressure of 150 psf Two samples were tested for water soluble sulfate content Results of laboratory tests are presented in Appendix A and summarized in Table A I Hveem stabilometer testing (R Value) will be performed on one or more composite samples of representative bulk samples of the subgrade after the City has reviewed this subgrade investigation and provided design traffic data for use in our pavement design The results of Hveem stabilometer tests will be included in our subgrade investigation and pavement design report to follow SUBSURFACE CONDITIONS The subsurface conditions encountered in our borings were variable Six of our borings encountered 10 feet of clayey and sandy fill with occasional gravel, three of our CITY OF FORT COLLINS ENGINEERING DEPARTMENT 2 DRAKE AND ZIEGLER ROADS CTL I T PROJECT NO F004373 135 Ir borings encountered 4 feet to 7 feet of fill over native sand and clay and two of our borings encountered only native sand and clay Groundwater was not encountered during drilling When checked several days later ground water was observed in only one boring 8 feet below the existing ground surface Descriptions of the subsurface conditions are presented on Figure 2 and Appendix A Samples of fill tested in the laboratory contained between 37 and 43 percent clay and silt sized particles (passing the No 200 sieve) had liquid limits between 30 and 38, and plasticity indices between 14 and 25 The samples classified as A 6 in accordance with the AASHTO classification method with group indices ranging from 2 to 5 Samples of fill tested for swell potential swelled between 0 percent and 10 percent One sample of fill tested swelled 2 2 percent We do not believe swell test results for this sample from TH 1 is representative of the subgrade soils One sample of natural sandy clay swelled 01 percent, and one sample of natural clayey sand swelled 0 3 percent Based on the results of laboratory testing and City of Fort Collins requirements, we believe that swell mitigation will not be required for the majority of the site However, one swell test from a sample from TH 1 indicated a swell that would require swell mitigation SUBGRADE PREPARATION Our laboratory tests indicate that most of the shallow subgrade soils have moisture contents that are below the plastic limits This suggests that unprepared subgrade soils should not significantly yield under equipment during paving We believe that conventional moisture treatment and compaction can result infirm subgrade Isolated areas may exist that could yield One sample from TH 1 indicated a swell that would require mitigation Therefore we will provide recommendations in our pavement design report for conventional moisture treatment and compaction and alternative stabilization methods To prepare the subgrade for paving with conventional moisture treatment and compaction, subgrade soils should be scanfied a minimum of 12 inches deep, moisture conditioned to between 1 percent below and 2 percent above optimum moisture content and compacted to at least 95 percent of standard Proctor maximum dry density (ASTM D 698) CITY OF FORT COLLINS ENGINEERING DEPARTMENT DRAKE AND ZIEGLER ROADS 3 CTL I T PROJECT NO F004378-135 IF Scarification and recompaction of the upper 12 inches of subgrade soils should occur as close to the time of pavement construction as possible The final subgrade surface must be protected from excessive drying or wetting until such time as the pavement section is constructed Sod stabilization by chemical treatment can increase the stability of the subgrade, add strength and stiffness to the subgrade, and Improve the engineering properties of the sods Design and construction guidelines for chemical or other stabilization methods, if required or requested will also be provided in the design report Maintaining moisture contents near optimum will be critical to avoid excessive deflections rutting and pumping of the subgrade during subgrade preparation of streets If moisture and density cannot be sufficiently controlled during subgrade preparation and stabilization is required, chemical stabilization, stabilization by removal and replacement or stabilization using geotext ies and imported granular materials maybe used For isolated or small areas requiring stabilization removal and replacement or crowding"coarse aggregate into the subgrade may be effective If large areas require stabilization chemical treatment of the soils may be a more effective alternative SOLUBLE SULFATES Water soluble sulfate concentrations ranging from 0 028 percent to 0 090 percent were measured for six samples of the near surface subgrade soil The purpose of the tests was to determine the risk of exposure to sulfate attack where portland cement concrete is used and to assess the risk of increased swelling due to reaction to chemical stabilization Sulfate concentrations less than 01 percent indicate Class 0 exposure to sulfate attack for concrete that comes into contact with the subsoils according to the American Concrete Institute (ACI) ACI has no special recommendations for concrete with negligible exposure to sulfate attack Sulfate concentrations above 0 5 percent can cause an adverse reaction between the sulfates and the stabilizing agent resulting in heaving of the subgrade d lime or fly ash stabilization is performed Based on the results found, we believe there is a low risk of Increased swelling due to sulfate reaction to chemical stabilizing agents at this site CRY OF FORT COLLINS ENGINEERING DEPARTMENT DRAKE AND ZIEGLER ROADS 4 CTL I T PROJECT NO F004378 135 LIMITATIONS The subgrade investigation conclusions, and recommendations Included in this reportare based upon our field observations, laboratory testing, and design cntena required by the City of Fort Collins and the AASHTO design guide The report will be amended to include Hveem stabilometer tests and pavement section design recommendations following review and approval by the City of Fort Collins We believe the geotechnlcal services for this project were performed in a manner consistent with that level of care and skill ordinarily used by members of the profession in the locality of the project No warranty express or implied, is made If we can be of further service in discussing the contents of this report, or in the analyses of the proposed pavement systems from a geotechnical point of view, please call CTLITHOMPSON l�G Thomas W Finy Senior Geologist Reviewed by oflo Eric D Bemha Manager of Field 0 tpn-� Of PAv :y Q11i� C AI C , Ayo Rob mfest, PG iii,Ae.- va F\, Project Manager CITY OF FORT COLLINS ENGINEERING DEPARTMENT DRAKE AND ZIEGLER ROADS CTL I T PROJECT NO FC04378 135 SCALE 1 =1DD0 0 5W 1000' DRAKE ROAD TH ENVIRONMENTAL DRIVE I DES MOINES DRIVE TH TH-5 WILLIAM NEAL PARKWAY TH 7 PERCHERON DRIVE TH 9 TH 10 HORSETOOTH ROAD TH11 CITY OF FORT COLLINS ENGMEERING DEPARTMENT DRAKE i LEGLER ROADS CTL I T PROJECT NO F004378.135 _ a DRAKE RD Z J W F HORSETOOTH RD HARMONY RD VICINITY MAP (FORT COLLWS AREA) NOT TO SCALE I I LEGEND TH-1 ITH- INDICATES APPROXIMATE LOCATION OF EXPLORATORY BORING TH$ OSSIL CREEK RESERVOIR w INLET DITCH w w \N Locations of Exploratory Borings FIGURE 1 \ \ \ |) )\ \| Z § §� §2 § || | ` | ;| ;| § ■� §| ) � �| !| �� E; | |( � � �. ■ | !! ,! | \00 M- § \ \| k ! ; § }j § § 2 � | §| §. § || §| !| || ee/T-F7-r-T7 %CP [ § § / . § ; § ; {� ` 6099 Drake and Ziegler Phase 3 Widening Projec Drako/Ziegler improvement Project Phase III Revised Bid Tab Per Addednum #1 CITY OF FORT COLLINS STREET OVERSO'ING DEPARTMENT CONSTRUCTIONYEAR 2008 REM 202-01 Remove Curb and Gutter Remove 6OX50 Existing Secondary Drainage Structure (Foothills 202-02 Channel) 202-03 Saw Cut Existing Asphalt 203-01 Excavahon Seeded Roadway 6 Depth Roadway 203-02 Borrow Suitable FIII (CIP) 203-03 Muck Excavation 203-04 Potholing 203-05 Import Topsoil (Screened) 3 Depth Parkways 203-0e Borrow ABC (Class 5 or(r) (CIP) 203-07 Splash Block Shaping 206-01 Structure Excavations 206-02 Borrow Structural Backfill Material (R Value>25) ® Wingwalls 206-03 Structure Backfill Flow Fill (ID Box Culvert 206-04 Filter Material (1 112 Washed Rock) 206-05 Structure Haul and Dispose (On-SM) 206-06 Structure Muck Excavation 2D6-07 Dewatedng 2D8-01 Erosion Control per plan contractor obtains SWMP from State 208-02 Sol Retention Blanket w/seed C Box Culverts 210-01 Adjust Manhole RmgrCover 210-02 Adjust Valve Box 304-01 Aggregate Base Course (CI 5 or 6) 10 Depth (CIP) 30"1 Sidewalk Preparation 307-01 Flyash Subgrade Stabilization (12%) 1Z 403-01 Hot Bituminous Pavement Grading S (2 5 Depth) (PG 64-28) 403-02 Hot Bituminous Pavement Grading SG (4 Depth) (PG 58.28) 412-01 Enhanced Concrete Crosswalk 10 Tile Red with Stamped Border 50"1 9 X9 X18 Type L Rip -Rap 6 Topsoil (CIP Per Detail 506-02 21 X81 X18 Type L Rip -Rap 6 Topsoil (CIP Per Detail 50"3 8 X8 X18 Type L Rip -Rap 6 Topsoil (CIP Per Detail 506-04 6 X6 X18 Type L Rip -Rap 6 Topsoil (CIP Per Detail 506-05 11 X11 X18 Type L Rip -Rap 6 Topsoil (CIP Per Detail 130 X30 X2 Type M Rip Rap 6 Topsoil (CIP Per Detail) ® Foothills 506-06 Channel 20'X7'Xi 13 Box Culvert (CIP) with Wingwalls/Parapet Walis(Toe 601 01 Walls/Railmgs/Bdck Facia 601-02 4 X8 Precast Box Culvert with CIP Wingwalls/Toe Walls 603-01 ,8 Class III RCP 603-02 21 Class III RCP 603-03 30 Class III RCP 603-04 36 Class III RCP 603-05 42' Class III RCP 60306 54 Class III RCP 603-07 21 Class III RCP FES 603-OB 30 Class III RCP FES 603-09 36 Class III RCP FES 603 10 42 Class III RCP FES Pond 269 Inlet Box w/ Water Quality Structure Ties Into 4x8 Precast 603.11 Box 80312 Modified Junction Box #3 8 Headwall ® Ends of 54 RCP Pipes 603-13 Concrete Encasement on 30 PVC Sanitary Sewer a 54 RCP Crossing 603-14 Concrete Encasement on 21 RCP Pipe CONTRACT UNIT TOTAL 50 LF 8 65 432 50 1 Ls 3,251 70 3 251.70 118 LF �— r 5 3D0 CY 2 11 11 1770 CY- 100 CY i�� r 1 LS > — ,14 13379 SY 2�'�— 31. n39. 28 Soo TON 429 SF T%— 7 . 4 1619 cY 3 04 4.921.76 — 741 CY ra-6r 7.862.01 741 CY 61—W 45.791-90 400 TON 23'-T%— 9 268 1027 CY 3T'� 3,594.50 1027 CV r-99-- 1,109.16 2 EA 27 33 _nit LS 11 92�7 3 _ 11 1927 36 2500 SF �_ 4nn on 11 EA j� 3 818. 21 EA 2 06.00 206 _nit 16512 TON 8 79 145.140.48 3793 sY 1 51 5 727.43 29665 sY 5 14 152.47A-10 3835 TON 60 64 232,954.40 5776 TON 43 54 251 487.04 60 sY 75 81 6,064.An 1 EA 441 8,7�77� 441.87 1 EA 24 32n_84 1 EA 3 392 43 80 J4 1 EA 2 786.34 1 EA 546.91 1 EA 9,549 10 9,549.10 1 Ls 312,430.96 112,410.96 221 LF 352.27 77,F151 _67 57 LF 164 LF 67 LF 235 LF 304 LF 410 LF 1 EA 1 EA 1 EA 2 EA 1 Ls 22,245.266 22 245 6R 1 Ls 3 'i 1 ,96? 66 35 LF 142 45 4.985.75 20 LF 2 % 5 0 _ 8n T APPENDIX A LABORATORY TEST RESULTS CITYOFFORTOOWNS ENGINEERING DEPARTMENT DRAKE AND ZIEGLER ROADS CTL I T PROJECT NO FCD4378 135 2 1 Z 0 O NZZZ IL 1 W Z 2 O y to W Ir a a 2 O U 0 EXPANSION UNDER CONSTANT _ PRESSURE DUE TO WETTING 01 10 APPLIED PRESSURE KSF Sample of FILL, CLAY SANDY From TH 1 AT 2 FEET EXPANSION UNDER CONSTANT 2 --- PRESSURE DUE )WETTING Z O 0 UJ Z 4 a x 1 W oag Z _O 2 W IL a a f O U L 01 10 APPLIED PRESSURE KSF Sample Of SAND CLAYEY (SC) From TH-4 AT 4 FEET CITY OF FORT COLUNSENGINEERING DEPARTMENT DRAKE 6 ZIEGLER ROADS CTL I T PROJECT NO FCMn 135 iir 10 100 DRY UNIT WEIGHT= _ 118 PCF MOISTURE CONTENT= 10 100 DRY UNIT WEIGHT= 111 PCF MOISTURE CONTENT= 18 3 % Swell Consolidation Test Results FIGURE A 1 2 1 z 0 O as z 1 IL a Z 2 O (A CO) W X 3 a 0 EXPANSION UNDER CONSTANT PRESSURE DU TO WETTING - - - --- --- - -- - -- - - - - - - - 01 10 APPLIED PRESSURE KSF Sample Of FILL, CLAY SANDY From TH 7 AT 2 FEET 2 1 z O 0 N z Q a x 1 Iu 0 z O 2 fA W 2 0. 3 O V r 01 10 APPLIED PRESSURE - KSF Sample of CLAY SANDY (CL) From TH 7 AT 9 FEET CITY OF FORT COLLINS-ENGINEERING DEPARTMENT DRAKE d ZIEGLER ROADS CTL IT PROJECT NO FOD4370 135 10 100 DRY UNIT WEIGHT= IDS PCF MOISTURE CONTENT= -1 iS % i 10 100 DRY UNIT WEIGHT= _91 PCF MOISTURE CONTENT= 319 % Swell Consolidation Test Results FIGURE A 2 3 2 1 Z 0 O as Z d 1 W W 0A 0 Z 2 O N N W R Q. 2 O U a 01 10 APPLIED PRESSURE KSF Sample of FILL SAND CLAYEY From TH 10 AT 2 FEET 3 2 Z O 0 Ml Z Q OL 1 0 Z O 2 N W R a a O U s IF 10 100 DRY UNIT WEIGHT= 112 PCF MOISTURE CONTENT= 12 e % NO MOVEMENT DUE TO WETTING - - __________ 01 10 APPLIED PRESSURE KSF Sample of FILL CLAY SANDY From TH 11 AT 4 FEET CRY OF FORT COLUNS ENGINEERING DEPARTMENT DRAKE A ZIEGLER ROADS CTL I T PROJECT NO FO09378-135 i 10 100 DRYUNITWEIGHT= 112 PCF MOISTURE CONTENT= 14 6 % Swell Consolidation Test Results FIGURE A 3 HYDROMETER ANALYSIS SIEVE ANALYSIS 26 HR 7 HR. TIME READINGS US STAMDMD SERIES CLEAR SOUME OPENINGS 45 MIN 1S MW 60 MIN 19 MIN 4 MIN 1 MIN 200 100 50 40 30 16 10 6 4 3M 3M 1% 3 6 6. 6 90 -—�_ 10 ----�—.— — 20 40 - - _- 001 am 006 009 019 03] 074 149 20 600 119 20238 476 9.62 19.1 3&1 too 7&2 IV 200 IIQ62 DIAMETER OF PARTICLE IN MILLIMETERS CLAY(PLASTIC) TO SILT(NOI+PLASTIC) BANDS GRAVEL FINE MEDIUM COARSE FINE I COARSE I COBBLES Sample Of FILL SAND CLAYEY (SC) GRAVEL 7 % SAND 56 % From TH 1 AT 0 4 FEET SILT & CLAY 37 % LIQUID LIMIT % _ PLASTICITY INDEX ^% HYDROMETER ANALYSIS I SIEVE ANALYSIS 25 HR 7 HR TIME READING$ US STANDARD SERIES CLEM SQUARE OPENINGS 45 MIN 15 MW 60 MIN 19 MIN 4 MIN 1 MIN ' W 100 50 40 30 16 10 9 4 3/8 W4 tR 3 66 6 0 90 — 1 ru -- — — -- - - - 4 so - _ — — -- _ 50 a40 r- '-1 — �' _ '_ _ -- 1 ♦ I 1- - BO ii -17 i to 90 t � 100 0 002 005 009 019 037 074 149 `297 119 202313 476 952 191 381 7U 127 200 001 0�590 S2 DIAMETER OF PARTICLE IN MILLIMETERS CLAY (PLASTIC) TO SILT(NONPLASTIC) SANDS GfUVEI FINE MEDIUM COARSE FINE COARSE COBBLES Sample Of FILL SAND CLAYEY (SC) From TH 3 AT 0-4 FEET CITY OF FORT COLUNS ENGINEERING DEPARTMENT DRAKE & ZIEGLER ROADS PROJECT NO FCD4378135 GRAVEL 6 % SILT & CLAY 42 % PLASTICITY INDEX SAND 52 % LIQUID LIMIT % Gradation Test Results FIGURE A 4 HYDROMETER ANALYSIS SIEVE ANALYSIS 25IM 7 HR TIME READINGS US STANDARD SERIES CLEAR SQUARE OPENINGS 46 MIN 16 MIN 80 MIN 19 MIN 4 MIN 1 MIN ' W 100 50 40 30 16 10 6 4 w 314 1% 3 5 C 6 —_ — —_a _+ +_ _ —� — _ --�— -90 10 20 30 w BQ-'- - ru so 60 so 30 10 90 --�-- ao 001 0002 006 009 1119 03] 074 149 M118 20236 476 9.52 19.1 xi 762 12200 M42 lM 52 DIAMETER OF PARTICLE IN MILLIMETERS CLAY (PLASTIC) TO SILT (NON PLASTIC) SANDS GRAVEL FINE I MEDIUM IOOARSEI FINE I COARSE I COBBLES SOmple Of FILL, SAND CLAYEY (SC) GRAVEL 7 % SAND 50 % From TH SAT 0-4 FEET SILT & CLAY 43 % LIQUID OMIT % PLASTICITY INDEX '^- % HYDROMETER ANALYSIS I SIEVE ANALYSIS 25 HR 7 HR TIME READINGS US STANOMD SERIES CLEAR SQUARE OPENINGS 45 MIN 15 MIN W MIN 19 MIN 4 MIN 1 MIN 200 ,00 50 40 30 16 10 6 4 3A) 3(4 1S 3 6 6 6 T 1 ' 20 30 _ _— so sR T _ 20 0..�..�=.100 0002 005 009 019 037 0l4 149 29]0�590 119 20235 478 952 191 3CI 762 IV 200 001 52 DIAMETER OF PARTICLE IN MILLIMETERS CLAY (PLASTIC) TO SILT(NONiPLASTIC) SM0.9 GRAVEL FINE I MEDIUM IGOARSE1 FINE I COARSE COBBLES Sample Of FILL SAND CLAYEY (SC) _ GRAVEL 12 % SAND _ 45 % From T_H 7 AT_0 4 FEET SILT & CLAY 43 % LIQUID LIMIT A PLASTICITY INDEX CITY OF FORT COLLINS ENGINEERING DEPARTMENT DRAKE & ZIEGLER ROADS PROJECT NO FC04378135 Gradation Test Results FIGURE A 5 IF HYDROMETER ANALYSIS SIEVE ANALYSIS 25 HR 7 HR TIME READINGS U 8 STANDARD SERIES CLEAR SQUARE OPENINGS 45 MN 15 MIN W MIN 19 MIM 4 MIN INN ' W 100 60 40 90 16 10 6 4 3w 34 1% w 6 6 8 --�—,0 10 20 SO _ .r _...- — 80 — t ' Z---)�{�—- --^K ♦ ,..�®.y_ -e--+ice.- -•- ��-7}' J 001 0002 OOS M 019 SST W4 149 297 90 119 20238 476 R52 19.1 331 76.2 I G�S �200 DIAMETER OF PARTICLE IN MILLIMETERS SANDS GRAVEL CLAY (PLASTIC) TO SILT (NOWPLASTIC) FINE MEDIUM COARSE FARE COARSE COBBLES Sample Of FILL SAND CLAYEY S( C) From TH AAT 0 4 FEET GRAVEL 7 % SAND 56 % SILT & CLAY 37 % LIQUID LIMIT % PLASTICITY INDEX % HYDROMETER ANALYSIS SIEVE ANALYSIS 26 MR 7 MR TIME READINGS US STANDARD SERIES CLEM SOUARE OPENINGS 45 MIN ISMIN M MIN. 19 MN 4 MN INN 200 100 50 40 30 16 10 S 4 319 3V i% 3 5 6 B o 10 80 0 w 3060 Y ow40 } 2 10 1T— _ — -- — 90 _ _ _ T o W1 0002 006 0D9 019 B37 074 149 297042SIG 119 Z02M 476 962 191 361 76.2 127w2W DIAMETER OF PARTICLE N MILLIMETERS CLAY (PLASTIC) TO SILT (NON -PLASTIC) SMDS GRAVEL FINE MEDIUM COARSE FINE COARSE COBBLES Sample Of FILL SAND CLAYEY (SC) _ From TH 11 AT 0-4 FEET CITY OF FORT COLLINS ENGINEERING DEPARTMENT DRAKE A ZIEGLER ROADS PROJECT NO FC04378135 GRAVEL 14 % SILT 8 CLAY 38 % PLASTICITY INDEX SAND 48 % LIQUID LIMIT % Gradation Test Results FIGURE A 6 TABLE A4 SUMMARY OF LABORATORY TESTING u BORING NO DEPTH JELET MOISTURE CONTENT DRY DENSITY PC ATTERBERG LIMITS SWELL % PASSING NO 200 SIEVE % SOLUBLE SULFATES % CLASSIFICATION DESCRIPTION LIQUID LIMIT PLASTICITY INDEX APPLIED PRESSURE KS AASHTO UNIFIED TH 1 0-4 98 38 25 371 0028 A-84 SC FILL SAND CLAYEY TH 1 2 138 118 22 150 CL FILL CLAY SANDY TH 2 4 32 SC FILLSAND CLAYEY TH 3 0.4 89 30 14 421 0 080 A-8 2 SC FILL SAND CLAYEY TH 3 2 119 117 SC FILLSAND CLAYEY TH-4 4 1 183 111 1 1 03 150 SC SAND CLAYEY TH 5 0.4 74 30 17 426 0 048 A 3 SC FILLSAND CLAYEY TH 5 2 64 SC FILLSAND CLAYEY TH 6 4 195 106 CL CLAY SANDY TH 7 0-4 129 36 22 426 0 036 A-6 5 SC FILL,SAND CLAYEY TH 7 2 198 106 10 150 SC FILL. SAND CLAYEY TH 7 9 319 91 01 CL CLAY SANDY TH-8 4 131 117 CL FI CLAY SANDY TH-9 014 85 32 18 395 0090 A-63 SC FILL SAND CLAYEY TH 9 2 106 115 SC FILL SAND CLAYEY TH 10 2 128 112 08 150 SC FILLSAND CLAYEY TH 10 4 113 Sc FILL, SAND CLAYEY TH 11 0.4 91 38 25 384 0 028 A-6 4 Sc FILL, SAND CLAYEY TH 11 2 139 116 1 CL FILLSAND CLAYEY TH 11 4 146 112 00 150 EEI= CL FILL CLAY SANDY C OF FORT CO W ENWNEEWI DEPAMEW D E•ZI UR NpADWAY WPRWF. WPROA MIT PRD MW FQMD JM Page 1 011 6099 Drake and Ziegler Phase 3 Widening Projec Drake/Ziegler Improvement Project Phase III Revised Bid Tab Per Addednum #1 CITY OF FORT COLLINS STREET OVERSUING DEPARTMENT CONSTRUCTION YEAR 2008 rTEM NUMBER 603.16 Conduit Sleewng underwalks for litigation CONTRACT 1930 LF 450 LF TOTAL 604-01 5Type R Inlet 2 EA 2,687.87 5, 37S_71. 604-02 10 Type R Intel 4 EA 4, 440.61 17 �769 _ S9 604-03 Double Type 16 Combo Inlet 1 EA 4. 1 "14 _ 9R 4, 1 '1A QA 604-04 5 Storm Sewer Manhole 2 EA 2 _ 0811c) 51 4.1 1 A 604-05 Modified Concrete Sidewalk Culvert (4 X201 1 LS 6,680.24 T6, (,R0 _ 94 608-01 Concrete Sidewalk(e) 34512 SF 2.55 RR.005.60 608-02 Concrete Access Ramps IS ) with truncated dome warning panels 735 SF 1 1 _ RR in , 9 n 1 , n 608-03 Concrete Crosspan with Aprons (9 1/2) 3 000 SF 4.94 608-04 Hi Early Concrete (24 hr) 75 CY 103 _ 1 9 7 4Q 9 S 608-0S Flowable Fill Concrete 75 CY 54 . 00 6 , ny) tin 608-06 Colored Concrete Bike Path (5 Flbermesh) 15 SDO SF 4 . 4 7 _Sly Al S M 608-07 San Diego Buff Concrete Q 20X7 Box Culvert (6 Depth) 582 SF 3. 59 7 , 082 '1A 60"ll Exposed Aggregate Median Cover San Diego Buff 429 SF 5.06 7 , 1 7n 7A 609-01 Vertical Curb and Gutter (30' 609-02 Cuffall Verbcal Curb and Gutter (18 ) 618-01 8 DIP Cl 52 Water Main 619-02 6 DIP CL 52 Water Main 619-03 6' Gate Valve and Box 619-04 8 XS X6 Swivel Tee WITS 619-05 Fire Hydrant Assembly 619-06 1 Imgation Service a Meter Pit Copper -Corp -Curb Stop per COFC Spec 619-07 8 x 8 x 1 Tapping Sleeve for litigation 625-01 Construction Surveying 626-01 Mobilization 9 842 LF 286 LF 210 LF 36.26 1 20 LF r jlixil� :. 21 III :1• :1• 1 LS 1.602 .: 1.602.68 1 LS 198_09 Subtotal Drake/Zlegler Phase III SulAotal Lanscaping Quantities 1 LS 1 LS Subtotal Dnke/Zlegler Phase II Misc Quantities o Million. Twenty—Fnv d Thorsan. Rleven '°° Wa°` Dollars & Fourty—Four Cents Total Base Bid 9 PRICES The foregoing prices shall include all labor materials transportation shoring removal dewatering, overhead profit insurance etc to cover the complete Work in place of the several kinds called for Bidder acknowledges that the OWNER has the right to delete items in the Bid or change quantities at his sole discretion without affecting the Agreement or prices of any item so long as the deletion or change does not exceed twenty-five percent (25%) of the total Agreement Price RESPECTFULLY SUBMITTED Lafarge West. Inc_ CONTRACTOR Title 00239 License Number (If Applicable) (Seal - if,,$id is by corporation) Attest 1 Fort Collins, Colorado 80521 Telephone (970) 407-3600 Email N/A Rev 10/20/07 Section 00300 Page 5 SECTION 00400 SUPPLEMENTS TO BID FORMS 00410 Bid Bond 00420 Statement of Bidder's Qualifications 00430 Schedule of subcontractors SECTION 00410 Rev 10/20/07 Section 00410 Page 1 BID BOND Lafarge North America Inc IMOW ALL MEN BY THESE PRESENTS that we the undersigned dba Lafarge West Inc as Principal, and as Surety are hereby held and firmly bound unto the City of Fort Collins, Colorado as OWNER in the sum of $ for the payment of which well and truly to be made we hereby jointly and severally bind ourselves successors, and assigns THE CONDITION Of this obligation is such that whereas the Principal has submitted to the City of Fort Collins Colorado the accompanying Bid and hereby made a part hereof to enter into a Construction Agreement for the construction of Fort Collins Project 6059 Drake Ziegler Improvements Project Phase III NOW THEREFORE, (a) If said Bid shall be rejected or (b) If said Bid shall be accepted and the Principal shall execute and deliver a Contract in the form of Contract attached hereto (properly completed in accordance with said Bid) and shall furnish a BOND for his faithful performance of said Contract and for payment of all persons performing labor or furnishing materials in connection therewith and shall in all other respects perform the Agreement created by the acceptance of said Bid then this obligation shall be void otherwise the same shall remain in force and effect, it being expressly understood and agreed that the liability of the Surety for any and all claims hereunder shall, in no event exceed the penal amount of this obligation as herein stated The Surety, for value received hereby stipulates and agrees that the obligations of said Surety and its BOND shall be in no way impaired or affected by any extension of the time within which the OWNER may accept such Bid and said Surety does hereby waive notice of any such extension Surety Companies executing bonds must be authorized to transact business in the State of Colorado and be accepted by the OWNER Rev 10120101 Section 00410 Page 2 There will be walls in excess of 13 on the East side of the structure The table on Sheet 31 will be revised to include a 16 0 Max wall with the following design criteria w bars #6 @ 6 a 5-6 b 9 0 y-bars #5@6 bars #5@6 ui The Brick Fascia on both sides of the parapet wall will be installed to mimic the Bridge Rail Elevation details on sheet 31 The brick fascia will extend down 2 from the parapet wall cap On the outside walls the exposed concrete below the brick fascia will have a Class 5 finish and be flush with the brick fascia iv The wmgwalls and headwall will be attached to the pre cast 4 x8 box culvert per CDOT M Standard M 603 03 Precast Concrete Box Culvert — Culvert End detail The end of the pre cast box should be fabricated with threaded inserts for the reinforcing along the headwall wmgwall and wmgwall footers The shop drawings should show the recessed threaded inserts The pre cast manufacturer shall use #5 x 2 -0 bars @ 12 O C with a rebar coupler at the end of the pre cast unit A #5 x 2 -0 long threaded rebar will then screw into this coupler (field bend at center of walls) and be cast with the wingwalls headwall and wmgwall footers v Revised For Construction Sheets will be provided when the project is awarded IV Bid Tab Clarifications a Additional Quantity for 306 01 Sidewalk Preparation — 3793 SY b Additional Quantity for 608 01 Concrete Sidewalk (6 ) — 34512 SF c Revision to item 203 01 Roadway Fill — Strip and Haul — 6 Depth — Roadway The Bid tab title has been changed to match the technical specifications title for this item Excavation— Seeded Roadway 6 Depth d Reduced Quantity for 203 02 Borrow Suitable Fill (CIP) — 1770 CY e Revision to 304-01 Aggregate Base Course — (CI 5 or 6) — 10 Depth — 16512 TON If you have any questions please contact John Stephen CPPO Senior Buyer at (970) 221 6777 RECEIPT OF THIS ADDENDUM MUST BE ACKNOWLEDGED BY A WRITTEN STATEMENT ENCLOSED WITH THE BID/QUOTE STATING THAT THIS ADDENDUM HAS BEEN RECEIVED where renewal Is a way of life IN WITNESS WHEREOF the Principal and the Surety have hereunto set their hands and seals this 18th day of _ Apnl , 2008 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 offIcars, the day and year first set forth above PRXI P L Lafarge Nort� Amenca Inc Name dba Lafarge West Inc Address 1800 N Taft Hill Rd By 80521 �,.., •f i coo• (SEAL) a° ,e ee nrnrrar«��r PAV 10/20/07 SURETY Safeco Insurance Company of America Safeco Plaza Se le WA 98185 Sandra E Bronson Title Attomey in Fact (SEALY + h i w � Section 00410 Page 3 saj c KNOW ALL BY THESE PRESENTS POWER OF ATTORNEY No 5014 Salem Insurance Comyanies PO Box 34526 $Odle WA 98124 1526 That SAFECO INSURANCE COMPANY OF AMERICA and WashoVtw corporation does each hereby appoint GENERAL INSURANCE COMPANY OF AMER ICA, each a *"""""""""SANDRA E BRONSON RICHARD A JACOBUS ANNETTE M LEUSCHNER, MAUREEN MCNEILL, MARY C 0 LEARY NANCY K. WALLACE, DOUGLAS R WHEELER, DARELLA E WHITE, Philadelphia Pennsylvania" ks true and W" sy*1-%cL with full authority to documents 0 a shn0ar Ora hued in the omega of As execute oessn � �B �Oty a^d sure bonds Or Undenahyrgs and other IN WITNESS WHEREOF SAFECO INSURANCE COMPANY nand to bind the respective Company thereby AMERICA have each executed and attested these presents AMERICA and GENERAL INSURANCE COMPANY OF this 3rd Jaya January *l:r� !/%2006 S7EPNIraE pn1 FrV����e/� �� ECRFT,,v Extract from the Bylaas of SAFECO INSURANCE COMPANY OF AMERICA Cu and or GENERAL INSURANCE COMPANY OF AMERICA Ar6de V Section 13 FIDELITY AND SURETY BONDS the President, Presiderll, the Secretary and an Assistant Vice Ysdn-fact or under other by the officer tit charge a wrely operations shay each hew authority b aPpomt individuals as character iswed1e by tlmecompain Ihea�b0half a:me mrtlpanY kdeGty and surety bonds and q a signatees may be effaced by IgasNe On any irsOwoerm! coot a, any Y,seramerrt, «evidencing Cat the s the seal « a appo' 'sot Prevked however Cat the seal chap nor be r wpdny any ed « atpx « cirri'Wier m«anr cram produce Fxractrmm a Resduticrt athe Bond a °t 0f iniO�Nng and a GENERAL INSURANCE COMPANY OF AMERICq CE COMPANY OF AMERICA "On gny�erpfieate executed by pte S h gdoged July 28 1970 (p) TThe Provisions a Article V Section 13 d n. ;,£,s'gaea Y °rft Company satpna out. (oli copy ace powsaid porattomey appotil4rhertl, crawled Pursuant thereto and to signature 111e�certlrytilp officer or'aUo ngY OPpoMnmad Is In fN force and effect, may be by facatirlpe and the seal a pa Cgnpany may be a face ac smile pherea COMPANY OF Secretary or SAFECO INSURANCE COMPANY OF AMERICA and a GENERAL INSURANCE COMPANY OF AMERiCA, do hereby oedpy, that iberacts By{aws and a a Directors nd 111e Power ofApaneey are aid in full for and and of Nre�ci,pra+rht thereto reaue sod mnact, anq Blass the ResoMdwn IN WITNESS WHEREOF I have hereunto set my haft andaffucedthafaeaimpa seafof said to this b days SEAL �yi AL L� jf w fro `�1 m STEPHANIE DALEY WATSON SEOtETARY S-0974IDS 4105 Safema eed the Salem logo are M91s1WW xaaemmlJ of Safety C. "Wy WEB PDF _cl 'ife CD SAFECO INSURANCE COMPANY OF AMERICA FINANCIAL STATENEM--DECKER $1, 2007 Assets Cash and Bank Deposits „ . „ „ „ „ „ „ „ S 53,483,12b *Bonds —US Govemment _ „ . 16,728A67 *OtbaBonds . . „ ......„ 2,478,711,267 *Stodu . » » „ „ „ „ „ „ „ „ „ „ „ 499.235,9S4 Real Estate .. „ . „ .. Agents'BdmcmofUnoonedOdPremiumL » „ „-625,553r621 AcnuedlmereetandRents » » „ „ „„ „ 33,936.490 OtherAdnisedAssets„ _„ _ „ „ „ „ „ 319s99,S72 Total Adndtted Assets ..........v.............. t/ WadUn Labifltles Untamed premiums . _ Rtaefvt f0r Clahns and (3aims Expense S 729,534,002 _ Funds Held Under Reinauana Trades 1360 913950 913. » . Rtwvefor F)iAdmdstopohcyhddem 950 7 _ „ „ Additlond StrtsuotyRatrve _ 2430, „ Reserve for Commissions, Taxis and „ » - Odw iabillhes _ . _ . „ „ „ „ „ Total _ Spasm 81<ptasFunds _ S ~ . 226,334 881 $3,22$637,423 Capitd Stock » „ _ „ „ „ „ _ 5MA00 Paldin Slaplus _ „ „ „ „ „ „ 275AM2 M Unassigned Smphw _„ . . SSS3a1 n Surplus to pwtcyhalda'a.............. Toll Liabilities a" Smp�s--- ....... _. 8�ne m. !u e * Beads arestatedatamatlzedaiavahosfuvlhwStodm atAnnotation MarketVal Securities carried at $124",976 ate deposited as rupired by taw net I, MM MMOLAlEWSE IL Senior Vice -President of SAFECO Ios reaee CoMPanY efAn'trict. do hereby ttsse, and oared statement of the Assets and Liabdihes of Wd fY lhat the faegdng is a behef CapaaBm, as of December 31, 2007, to the bat of my knowiegge and IN W1T14ESS WHEREOF, I have hereunto set my hand and affixed the seat of add CasporsSon at Sestite, Wesdsingt0 this lot day of March, 2008 s Seruor Vsco-Prestdsstt st2sz.sroa ®Anaiwne*,W"kofeAFEW Cap Mon 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 Lafarge West, Inc 2 Permanent main office address 1800 N. Taft Hill Rd_ Fort Collins. Co 80521 3 When organized 4 If a corporation where incorporated Delaware 5 How many years have you been engaged in the contracting business under your present farm or trade names 9 Years 6 Contracts on hand (Schedule these showing the amount of each contract and the appropriate anticipated dates of completion ) 2008 City of F C Overlay $ 2 1 million Fall of 2008 Wal-Mart Supercenter $ 1 7 million Fall of 20ng Erie Commons 1 Harmony Siegler Roundabouts $ 250,000 00 Fall of 2008 7 General character of Work performed by your company Asphalt paving. Aggregrates. Ready -Mix supply 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 contracts NO If so where and why's 10 Are you debarred by any government agency NO If yes last agency name Rev 10/20/07 Section 00420 Page 1 11 List the more important projects recently completed by your company, stating the approximate cost of each and the month and year completed location and type of construction Med Center of Rockies $ 1 5 million 06/2007 Loveland, Co Paving work Taft Hill Roundabouts $ 1.2 million 06/2007 Fort Collins Paving / Aga Harmony & Siegler project $ 2 million 12/2007 Fort Collins Paving / Agg 12 List your major equipment available for this contract Whatever is necessary to complete the project 13 Experience in construction Work similar in importance to this project City of Fort Collins Overlay 2007 Larimer County Overlay 2007 Lemay Ave Widening 2007 14 Background and experience of the principal members of your organization, including officers Steven B. Peterson Vice President 25+ Years Kenneth R Ball General Manager 20+ Years Bob Tews Operations Manager 25+ Years 15 Credit available $ Unlimited 16 Bank reference Wells Fargo (503) 721-5252 17 Will you upon request, fill out a detailed financial statement and furnish any other information that may be required by the OWNER'S 18 Are you licensed as a General CONTRACTOR? Yes If yes in what city, county and state? Ft Collins, Larimer, Colo What class license and numbers? General Contractors Lic# 00239 19 Do you anticipate subcontracting Work under this Contracts Yes If yes what percent of total contract? 157 and to whom' Please see schedule of subcontracts 20 Are any lawsuits pending against you or your firm at this time' No IF yes DETAIL Rev 10/20/07 Section 00420 Page 2 21 What are the limits of your public liability? DETAIL $10.000.000.00 What company? Safeco Insurance Co of America 22 What are your company's bonding limitations' $80,532,000 00 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 Lafarge West, Incthis 08th day of State of Colorado County of Larimar Kenneth R. Ball being duly sworn deposes is General Manager of Lafarge West, Inc and (name of organization) the answers to the foregoing questions and all statements are true and correct Subscr-b d and sworn to b for me this 08th Notary Publ c Patrese E Yarbrough My commission expires 03/28/09 M: and says that he that therein contained day of May , 2(A8 �Y,4 �. • %% .� _ CL �(P s=� �Ak''USLIG O: O I f CO; Rev 10/20/07 Section 00420 Page 3 SECTION 00430 SCHEDULE OF SUBCONTRACTORS List all subcontractors for the work items listed below and all subcontractors performing over 15% of the contract ITEM Concrete Surveying Erosion Control Topsoil Screened SUBCONTRACTOR Gerrard Excavating Northstar Concrete, Inc King Surveyors, Inc Western States Reclamation, Inc A&M Landscaping, Inc Section 00430 Page 1 SECTION 00500 AGREEMENT FORMS 00510 Notice of Award 00520 Agreement 00530 Notice to Proceed SECTION 00510 NOTICE OF AWARD Date May 12, 2008 TO Lafarge North America, Inc dba Lafarge West, Inc PROJECT 6099 Drake Ziegler Improvements Project Phase III OWNER CITY OF FORT COLLINS (hereinafter referred to as "the OWNER") You are hereby notified that your Bid dated May 8, 2008 for the above project has been considered You are the apparent successful Bidder and have been awarded an Agreement for 6099 Drake Ziegler Improvements Project Phase III Improvements begin 100 feet east of the Drake Road/Environmental Drive intersection and continue to Horsetooth Road The improvements include minor earthwork, water line installation, stormsewer installation, one cast in place 20'x 7' box culvert, one precast 41x 8' box culvert, full depth asphalt roadway installation, curb and gutter installation, sidewalk installation The Price of your Agreement is Two Million Twenty Five Thousand Eleven Dollars and Forty Four cents (2,025 011 44) 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 May 27, 2008 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 Section 00510 Page 1 Failure to comply with these conditions within the time specified will entitle OWNER to consider your Bid abandoned, to annul this Notice of Award and to declare your Bid Security forfeited Within ten (10) days after you comply with those conditions, OWNER will return to you one (1) fully -signed counterpart of the Agreement with the Contract Documents attached City of Fort Collins OWNER By e_ Jame B O'Neill, II, CPPO, FNIGP Direkt2y of Purchasing & Risk Management 7/96 Section 00510 Page 2 6)a SZZ 06) Yi I Ai6W (016)3N0tl W110) a0J�mgy�m%����3� M 92506 OOtl tln lOJ f a0� 3iins M SlIV13a lraruan&s „ w a oa e10011Se . 0 X09 NOUONnf s w 7yrya HimW 'JNilld'dNl'JN3 7If ® — /sr/ 4 0 XIS ONIIL€ — WNY3 N3001tl $ n O€ P qq g ya 26y {S pig s X a iv, � p9yGY� C C C Q! v �@E� H y1al; Jiab J! I� !IN a q E g�g 9 gg gg �� q �gg�g! AA4b Y v � DIN ® �e g1 ex € § a 1w2 4§ v a vv 3 9� @ Q1Y3� 6 19 �!�9p's �g �� vp€€Qg '��@ 9 "' l X': tS a ���� � �a� es r� .�lE e 9 3 IIFFI��k g kx gg `4 I Env !g c i SD I � I m�s — — !iE : Gd _ i e s 9 td N e f ppgig e 4�tl J r i y Jd g$ SECTION 00520 AGREEMENT THIS AGREEMENT is dated as of the 12th day of May in the year of 2008 and shall be effective on the date this AGREEMENT is signed by the City The City of Fort Collins (hereinafter called OWNER) and Lafarge North America, Inc dba Lafarge West, Inc (hereinafter called CONTRACTOR) OWNER and CONTRACTOR, in consideration of the mutual covenants hereinafter set forth, agree as follows ARTICLE 1 WORK CONTRACTOR shall complete all Work as specified or indicated in the Contract Documents The Project for which the Work under the Contract Documents may be the whole or only a part is defined as the construction of the 6099 Drake Ziegler Improvements Project Phase III Improvements begin 100 feet east of the Drake Road/Environmental Drive intersection and continue to Horsetooth Road The improvements include minor earthwork, water line installation, stormsewer installation, one cast in place 201x 7' box culvert, one precast 41x 8' box culvert, full depth asphalt roadway installation, curb and gutter installation, sidewalk installation and is generally described in Section 01010 ARTICLE 2 ENGINEER The Project has been designed by JR Engineering, who is hereinafter called ENGINEER and who will assume all duties and responsibilities and will have the rights and authority assigned to ENGINEER in the Contract Documents in connection with completion of the Work in accordance with the Contract Documents ARTICLE 3 CONTRACT TIMES 3 1 The Work shall be Substantially Complete within Ninety (90) working 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 One Hundred (100) working 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 Section 00530 Page 1 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 Two Thousand Three Hundred Sixty Three Dollars ($2363 00) for each calendar day or fraction thereof that expires after the Ninety (90) working day period for Substantial Completion of the Work until the Work is Substantially Complete 2) Final Acceptance After Substantial Completion, Six Hundred Dollars ($600 00) for each calendar day or fraction thereof that expires after the Ten (10) working 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 accordance with the Contract Documents in current funds Two Million Twenty Five Thousand Eleven Dollars and Fort (2,025,011 44) in accordance with Section 00300, incorporated herein by this reference ARTICLE 5 PAYMENT PROCEDURES the Work in as follows Four cents attached and CONTRACTOR shall submit Applications for Payment in accordance with Article 14 of the General Conditions Applications for Payment will be processed by ENGINEER as provided in the General Conditions 5 1 PROGRESS PAYMENTS OWNER shall make progress payments on account of the Contract Price on the basis of CONTRACTOR's Application for Payment as recommended by ENGINEER, once each month during construction as provided below All progress payments will be on the basis of the progress of the Work measured by the schedule of values established in paragraph 2 6 of the General Conditions and in the case of Unit Price Work based on the number of units completed, and in accordance with the General Requirements concerning Unit Price Work 5 1 1 Prior to Substantial Completion, progress payments will be in the amount equal to the percentage indicated below, but, in each case, less the aggregate of payments previously made and less such amounts as ENGINEER shall determine, or OWNER may withhold, in accordance with paragraph 14 7 of the General Conditions 90% of the value of Work completed until the Work has been 50% completed as determined by ENGINEER, when the retainage equals 5% of the Contract Price, and if the character and progress of the Work have been satisfactory to OWNER and ENGINEER, OWNER on recommendation of Section 00530 Page 2 ENGINEER, may determine that as long as the character and progress of the Work remain satisfactory to them, there will be no additional retainage on account of Work completed in which case the remaining progress payments prior to Substantial Completion will be in an amount equal to 100s of the Work completed 90z 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 for payment 5 1 2 Upon Substantial Completion payment will be made in an amount sufficient to increase total payments to CONTRACTOR to 95% of the Contract Price, less such amounts as ENGINEER shall determine or OWNER may withhold in accordance with paragraph 14 7 of the General Conditions or as provided by law 5 2 FINAL PAYMENT Upon Final Completion and Acceptance of the Work in accordance with paragraph 14 13 of the General Conditions, OWNER shall pay the remainder of the Contract Price as recommended by ENGINEER as provided in said paragraph 14 13 ARTICLE 6 CONTRACTOR'S REPRESENTATION In order to induce OWNER to enter into this Agreement, CONTRACTOR makes the following representations 6 1 CONTRACTOR has familiarized himself with the nature and extent of the Contract Documents, Work, site, locality, and with all local conditions and Laws and Regulations that in any manner may affect cost, progress, performance or furnishing of the Work 6 2 CONTRACTOR has studied carefully all reports of explorations and tests of subsurface conditions and drawings of physical conditions which are identified in the Supplementary Conditions as provided in paragraph 4 2 of the General Conditions 6 3 CONTRACTOR has obtained and carefully studied (or assumes responsibility for obtaining and carefully studying) all such examinations, investigations, explorations, tests, reports, and studies (in addition to or to supplement those referred to in paragraph 6 2 above) which pertain to the subsurface or physical condition at or contiguous to the site or otherwise may affect the cost, progress, performance or furnishing of the Work as CONTRACTOR considers necessary for the performance or furnishing of the Work at the Contract Price, within the Contract Times and in accordance with the other terms and conditions of the Contract Documents, including specifically the provisions of paragraph 4 2 of the General Conditions and no additional examinations, investigations, explorations, tests, reports, studies or similar information or data are or will be required by CONTRACTOR for such purposes Section 00530 Page 3 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 5Application for Exemption Certificate 7 2 6Application for Payment 7 3 Drawings, consisting of a cover sheet and sheets numbered as follows Sheet 1 Cover Sheet Sheet 2 Typical Sections Sheet 3 General Notes Sheet 4 Horizontal Control Sheet 5 Phasing Plan Sheet 6 Right of Way Map Sheet 7-9 Remove and Replace Plans Section 00530 Page 4 Sheet 10-14 Plan and Profile Sheet 15-16 Grading Plan Sheet 17-18 Erosion Control Plans Sheet 19-25 Storm Sewer Plan and Profile Sheet 26 FCRID Realignment Plan and Profile Sheet 27-28 FCRID Realignment Cross Sections Sheet 29-32 Foothills Channel 20'x7' C I P Box Culvert Details Sheet 33-34 Signing and Striping Plans Sheet 35-43 Roadway Cross Sections Sheet 44 Pond 269 8'x4' Precast Box Culvert Plan and Profile Sheet 45 Pond 269 Grading and Erosion Control Plan Sheet 50-51 Pond 269 Details Sheet 58-63 Cottonwood Roadway Plans Sheet 69-74 Details Extra Sheet Informational Sheet regarding Soil -Cement Drop Structure for removal 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 Section 00530 Page 5 8 3 OWNER and CONTRACTOR each binds itself, its partners, successors, assigns and legal representatives to the other party hereto, its partners, successors, assigns and legal representatives in respect to all covenants, Agreement and obligations contained in the Contract Document OWNER CITY OF FORT M BERRY,-C lt��l �Z�J�R_� 29254 JAMES�B / O'NEILL II, CPPO,,:aI7GPDIREC OF PURCHASINFORTAND RISK MANAGEMENT E Date s 2� Attest City Cle Address for giving notices P 0 Box 580 Fort Collins, CO 80522 Approvdd as Astis torney CONTRACTOR Lafarge No dba Lafarge West, Inc By America, Inc , Biltl 11 l 11 l/„�� Title AS Date tz< aJ (CO ORATE SEAL) „a Attest f k .n"I'Vo v Address for giving notices I sop d F+ 911 o.nll,it Is; (:) I LICENSE NO � Section 00530 Page 6 SECTION 00530 NOTICE TO PROCEED Description of Work 6099 Drake Ziegler Improvements Project Phase III To _Lafarge North America, Inc dba Lafarge West, Inc This notice is to advise you That the contract covering the above described Work has been fully executed by the CONTRACTOR and the OWNER That the required CONTRACTOR's Performance Bond and Payment Bond have been received by the OWNER That the OWNER has approved the said Contract Documents Therefore, as the CONTRACTOR for the above described Work, you are hereby authorized and directed to proceed within ( ) calendar days from receipt of this notice as required by the Agreement Dated this day of 20 The dates for Substantial Completion and Final Acceptance shall be 20 and , 20_, respectively City of Fort Coll_ OWNER Title ACKNOWLEDGMENT OF NOTICE Receipt of the above Notice to Proceed is hereby acknowledged this day of , 20 CONTRACTOR Lafarge North America, Inc dba Lafarge West, Inc By Title Section 00530 Page 7 SECTION 00600 BONDS AND CERTIFICATES 00610 Performance Bond 00615 Payment Bond 00630 Certificate of Insurance 00635 Certificate of Substantial Completion 00640 Certificate of Final Acceptance 00650 Lien Waiver Release (CONTRACTOR) 00660 Consent of Surety 00670 Application for Exemption Certificate SECTION 00610 PERFORMANCE BOND Bond No 6564470 KNOW ALL MEN BY THESE PRESENTS that (Firm) Lafarge North America Inc dba Lafarge West Inc (Address) 1800 N Taft Hill Rd Fort Collins CO 80521 (a Corporation) (an Individual), (a Partnership) (a Corporation), hereinafter referred to as the Principal and (Firm) Safeco Insurance Company of America (Address) Safeco Plaza Seattle WA 98185 hereinafter referred to as the Surety', are held and firmly bound unto City of Fort Collins, 30D Laporte Ave Fort Collins, Colorado 80522 a (Municipal corporation) hereinafter referred to as the OWNER-, in the penal sum of $2,025,01144 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 12th day of May, 2008, a copy of which is hereto attached and made a part hereof for the performance of The City of Fort Collins project, 6099 Drake Ziegler Improvements Project Phase III 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 aev1=0107 Section 00610 Page 1 PROVIDED FURTHER, that the said Surety, for value received, hereby stipulates and agrees that no change, extension of time, alteration or addition to the terms of the Agreement or to the Work to be performed thereunder or the Specifications accompanying the same shall in any way affect its obligation on this bond and it does hereby waive notice of any such change extension of time, alteration or addition to the terms of the Agreement or to the Work or to the Specifications PROVIDED, FURTHER, that no final settlement between the OWNER and the CONTRACTOR shall abridge the right of any beneficiary hereunder, whose claim may be unsatisfied PROVIDED, FURTHER, that the Surety Company must be authorized to transact business in the state of Colorado and be acceptable to the OWNER IN WITNESS WHEREOF, this instrument 19 executed in three (3) counterparts, each one of which shall be deemed an original, this 13th day of May , 2008 — IN f of PrincipaIr l Laf e N enco Inc 4ba L farge West Inc {Tltl nnaF4ilt W I, C-�er�e�a l F L�+►a Hill Fort Collins. CO 80521 (Address) Seal) OF Other Partners By By of sure Safeco Insure a pany of America By GA--- 4oAA nI a-- Sandra E Bronson Attorney in Fad g't m rrerwra o Safeco Plaza Seattle WA 98185 if r (Address) ' CBfn;elzy SeaL$° n 4�xjePond must not be prior to date of Agreement b T03t 19 Partnership all partners Should execute Bond t" r x y f fi i 'p^ Rev 13/20M7 Section 00610 Page 2 6099 Drake and Ziegler Phase 3 Widening Projec Drake/Ziegler Improvement Project Phase III Revised Bid Tab Per Addednum #1 CITY OF FORT COLLINS STREET OVERSIZJNG DEPARTMENT REM NUMBER DESCRIPTION 201-01 Clearing and Grubbing 202-01 Remove Curb and Gutter Remove 60X50 Existing Secondary Drainage Structure (Foothills 202-02 Channel) 202-03 Saw Cut Existing Asphalt CONTRACT QUANTITY UNIT 1 LS 50 LF 1 LS 116 LF 203-01 Excavatom Seeded Roadway 6 Depth Roadway 5300 CY 203-02 Borrow Suitable FIII (CIP) 1 770 CY 203-03 Muck Excavation 100 CY 203-04 Potholing 1 LS 203-05 Import Topsoil (Screened) 3 Depth Parkways 13379 SY 203-06 Borrow ABC (Class 5 or6) (CIP) 500 TON 203-07 Splash Block Shaping 429 SF 20641 Structure Excavations 1 619 CY 206-02 Borrow Structural Backfill Material (R Value>25) Q Wmgwalls 741 CY 206-03 Structure Backfill Flow Fill Q Box Culvert 741 CY 206-04 Filter Material (1 1/2 Washed Rock) 400 TON 206-05 Structure Haul and Dispose (On -Site) 1 027 CY 206-06 Structure Muck Excavation 1 027 CY 206-07 Dewatering 2 EA 208-01 Emsion Control perplan contractor obtains SWMP from State 1 LS 208-02 Soil Retention Blanket w/seed @ Box Culverts 2 500 SF 210-01 Adjust Manhole Rmg/Cover 11 EA 210-02 Adjust Valve Box 1 EA 304-01 Aggregate Base Course (Cl5 or6) 10 Depth (CIP) 16 512 TON 306-01 Sidewalk Preparation 3 793 SY 307-01 Flyash Subgrade Stabilization (12%) 12 29 665 BY 403-01 Hot Bituminous Pavement Grading S (2 5 Depth) (PG 64.28) 3 835 TON 403-02 Hot Bituminous Pavement Grading SG (4 Depth) (PG 58 28) 5 776 TON 412-01 Enhanced Concrete Crosswalk 10 Tile Red with Stamped Border 80 BY 506-01 9X9 X18 Type L Rip Rap 6 Topsoil (CIP Per Detail 1 EA 506-02 21 X61 X18 Type L Rip Rap 6 Topsoil (CIP Per Detail 1 EA 506-03 8 X8 X18 Type L Rip Rap 6 Topsoil (CIP Per Detail) 1 EA 506-04 6 X6 X18 Type L Rip Rap 6 Topsoil (CIP Per Detail) 1 EA 506-05 11 X11 X18 Type L Rip -Rap 6 Topsoil (CIP Per Detail' 1 EA 506-06 130 X30 X2 Type M Rip -Rap 6 Topsoil (CIP Per Detail) @ Foothills Channel 1 EA 601-01 20X7X113 Box Culvert (CIP) with Wingwalls/Parapet WallsfToe Walls/RailingsBnck Facia 1 LS 601-02 4X8 Precast Box Culvert with CIP Wmgwalla?oe Walls 221 LF 603-01 18 Class III RCP 57 LF 603-02 21 Class III RCP 164 LF 603-03 30 Class III RCP 67 LF 603-04 36 Class III RCP 235 LF 603-05 42 Class III RCP 304 LF 603-06 54 Class III RCP 410 LF 603-07 21 Class III RCP FES 1 EA 603-08 30 Class III RCP FES 1 EA 603-09 36 Class III RCP FES 1 EA 60310 42 Class III RCP FES 2 EA 60311 Pond 269 Inlet Box w/ Water Quality Structure Ties Into 4X8 Precast Box 1 LS 603-12 Modified Junction Box #3 8 Headwall ® Ends of 54 RCP Pipes 1 LS 60313 Concrete Encasement on 30 PVC Sanitary Sewer @ 54 RCP Crossing 35 LF 60314 Concrete Encasement on 21 RCP Pipe 20 LF CONSTRUCTIONYEAR 2008 TOTAL UNIT COST COST SECTION 00615 PAYMENT BOND Bond No 6564470 KNOW ALL MEN BY THESE PRESENTS that (Firm) Lafarge North America Inc dba Lafarge West Inc (Address) 1800 Taft Hill Rd Fort Collins CO 8052t �a C�rgopr�t�p lion) , hereinafter (an Individual), (a PartnerikS, , l referred to as the Principal' and (Firm) Safeco Insurance Company of America (Address) Safeco Plaza Seattle WA 98185 hereinafter referred to as "the Surety", are held and firmly bound unto the City of Fort Collins 300 La heorte0 Ave Fort Collins, Colorado 80522 a (Municipal Corporation) rinafter referred to as "the ONNER', in the penal sum of $2 025 01144 in lawful money of the Uruted 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 12th day of May 2008 a copy of which is hereto attached and made a part hereof for the performance of The City of Fort Collins pro)ect, 6099 Drake Ziegler Improvements Project Phase III 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 Rwiwaoro7 Section 00615 Page 1 PROVIDED, FURTHER, that the sa stipulates and agrees that no c: addition to the terms of the Ag thereunder or the Specifxcatxoi way affect its obligation on notice of any such change, exti to the terms of the Agreement of PROVIDED, FURTHER, that no fina CONTRACTOR shall abridge the rll claim may be unsatisfied PROVIDE➢, FURTHER, that the S transact business in the State OWNER IN WITNESS WHEREOF, this in counterparts each one of which day of May 2008 IN S:NCE OF porate SeaL) SEAM OF IN II fSaP a+�t irjgpy male r ^a"A Dite B and =at not be t ' ^�' '" if TOR is Partners: sditb x Rov 10120/07 xd Surety for value received, hereb range, extension of time, alteration o reement or to the Work to be performs Ls accompanying the same shall in an this bond, and it does hereby waiv msion of time, alteration or additic to the Work or to the Specifications l settlement between the OWNER and th tt of any beneficiary hereunder, whoa urety Company must be authorized t of Colorado and be acceptable to th ltrument is executed in three (3 shall be deemed an original, this Pranci farge o h America Inc d st 8y (Title) 1800 N Taft Hill Rd Fort Collins CO 80521 (Address) Other Partnera Surety afrreco Insurance Co m of Amenca By ll�rCJ� Gw� _ an r non ey in act By Safeco Plaza Seattle WA 98185 (Address) prior to date of Agreement Ar all Partners should execute Bond Section 00615 Pag 3th 2 o POWER Safes Insurance OF ATTORNEY companies BOX Scales WA 881241526 KNOW ALL BY THESE PRESENTS No 5014 That SAFECO INSURANCE COMPANY OF AMERICA and GENERAL INSURANCE COMPANY OF Weshmgton cwpofa0on does each hereby appoint #f####IF#k#t######## AMERICA, each e SANDRA E BRONSON RICHARD A JACOBUS ANNETTE M LEUSCHNER, MAUREEN MCNEILL, MARYC 0 LEARY, NANCY K WALLACE, DOUGLAS R WHEELER, DARELLA E WHITE, Philadelphia Pennsylvania* RS true and lawful attorney acia,.(sat, with tun a� a execute business nand behalf the res surety tgfgs « rebyundertakingsand olh« doaanents a a sim it r nurse« Issued in the IN WITNESS WHEREOF SAFECO INSURANCE COMPANY OF AM Y thereby AMERICA have each executed and attested these Presents ERICA and GENE RAL INSURANCE COMPANY OF this 3rd deya January 2006 'WA—_ TSO! S F��tTARY Extract horn the BY.Laws ofSAFECO INSURANCE CM PANY F and a GENERAL INSURANCE COMPANY OFAMERICOA.ERICA TimmArtide V Section 13 FIDELITY AND SURETY BONDS _ the President. any V1ce y sfsfani Vac e Secretary and ° aPDroPrtate tales wish a�utladty ¢xoale on GPMne0' `o aPPomt indMduals as ti e d8nalures may be a�tfu�ed In ti e course of tis00a Pa^Y tidefb and surety bonds and oonlPanY Lha seal « a fad the a' a"y alshf""ent conferrxrg s„d, ,aon'll" aOr evx1em;arV On , tire seal ahal not be neceasafy b tire vafMy a « aR'ixed « in any otlxr mannerrepbond or roduced aa trem a Resdutron afire Uoend a instn+ment «ufMertalangand a GENERAL INSU aSAFECO INSURANCE CWAPANY OF AMF_RICqeluxuted RANOran�CE�COnfAMPANY OF AMERICA adopted,lyy2a 1970(1)ANabns ofArkW V Section 3 a the By.Laws and secretary a� any EB69 oxk cePY erne power ofaR«ney appohynenl executed Pursuant themio and the sl9nahxe cethat olfioar �"atlon�' appointment is in Wti farce and of cL COMPANY Daley-Wahon �Y by ale errd as seal 01 ti18 Canlpany may be a iso,14 lie aweat *1 these COMPANY OF MAERICA, do Weby eetW tat the INSURANCE ,,0,COMPAtY OF AMERCCand f and a GENERAL INSURANCE and are Po corporations Allomey are sM In futi fand of a Power of orm and ff oL ti e ershue wfrecl. and B -Laoft.ws rheaResolu Wn W WITNESS WHEREOF t have hereunto set my hand and annd affixed the facshnRe seat of said eorporaUon this BSI dey a F � ,1 w 4 STEPHANIE DALEY Vkf$ k$ ETjRY "974IDS U05 Safa @ and as Safaco logo are ragWl aad #adamafpa of asteoo aorp.Uw WEB PDF � ��•ii�S:'ve� SAFECO INSURANCE COMPANY OF AhMCA ENANCIAL STATEMENT _. DECEMBER 31, 2007 Assets Cash and Bank Deposits _ .. » „ _ „ _ _ S 53,483.126 *Bonds —USaovemment... . _ 16,726A67 *Other Bonds » „ „ » „ „ „ „ 2,478,711$87 •Stocks .. „ „ » Real Estate » „ » » » . » » 499.235 y54 ..... Agents'Bal ncesorUnmacdedPremtums. » „ „ _625,553,621 AccruedbtereatmdReeta„ „ „ „ „ „ .. „ 33y36,490 OdW AdnittedAwt » » ... _ '+ 9 72 Total Admitted Amds ..„... N ter" I.labintles Unearned Premiums RenavefatlaimeandtlaimsE�mse„ $ 728 534,002 „ FundsBddUnder RdnanrmaTreaties „ „ _ 1,560 g13,0 95 913R59 . „ » „ Resemfor Dividends toPWicyhclde „.. _ „ Acicitiond Statutoty Reserve _ » . _ » 2421 ,611 Reserve for Comknisatene, Taxes and „ » » — OtherLabiliies . _ ......... Total. .`.". user, Special8UrpinsFunds _. S 226,334 $3,WA637,423 Capital Stock _ » . _ » _ „ . 5A00AW Paid In Surplus „ » _ » _ » _ » 2750M B73 UaasdpcdSmplue __ _ _ _ =Al an Sm has to PellclYYders.,,.,,,,,,�,.,,�,.,,, ll ToLiab®ittea mad � 610 694 • Sender are shame at $124,36 ,9 iavm depo value, Stocks at Aaoodstlon Market Values Seauitiea tamed at f124366y76 am depadkd sa"redbylaw I''li M UKOLAIEWSEZ4 Soda Vice-president of SAFECO Inaurma tnx, and cared Statement of the Assets and Liabilities of sakd omti00 CD 9 of G do hereby cwtify that the foregoing Is a belief ar OfDeamber 31, 2007, to the beat cf my knowledge and DT WITNESS WHFRFAF, I have haamto net my hand sad affixed the march,2008 seal of said CaPoration at Seattle. Washington, this lit day of S-1=m3W 6AmgWuw tn&wA dSgECo C,W4M e SECTION 00630 CERTIFICATE OF INSURANCE CONTRACTOR shall insert his own standard form for Certificate of Insurance Rev 10/20/07 Section 00630 Page 1 A CORD. DATEOSM 13/2008 PRODUCER Aon Risk Services Central Inc THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY fka Aon Risk Services Inc of PA AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER THIS One Liberty Place 16SO Market Street suite 1000 CERTIFICATE DOES NOT AMEND EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW INSURERS AFFORDING COVERAGE NAICB Philadelphia PA 19103 USA PRon 866 283-7122 PAx 847 953-5390 INSURED Lafarge west Inc 1800 North Taft Hill Road Fort Collins CO 80521 USA INSURER American Home Assurance Co 19380 R x c INsvaeRrc National union Fire xCO Pittsburgh Ins oPi ttsur 9 19445 DISURERc Insurance Company of the State Of PA 19429 INSURER Illinois National Insurance Co 23617 m 9 INSURER E THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUEDTO THE INSURED NAMED ABOVE FOR THE POLICY PERIODINDICATED NOTWITHSTANDING ANY REQUIREMENT TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS EXCLUSIONS AND CONDITIONS OF SUCH POLICIES AGGREGATE LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS InTYPE LTR 8 OF INSURANCE POLICY NUMBER POLICY E DATE(MMBTDWY) POLICY EXPIRATION DATE(MMUMMW) LIMI,[S A LIABn.ITIf 1595365 (vA/CN) 07/01/07 07/01/08 EACH occURneNCE 12 000 000 X COMMERCLV, GENERAL LIABILTY DAMAGE TO RENTED $500 DOO cLAIMs MADE ❑ OCCUR PREMISES (FA oc .. orc pv a PERSONAL&ADVwnmY $2 000 000 GENL AGGREGATE LIMIT APPLL PER ® MUCY ❑ Pam- ❑ IAC $ N p p N O O n N GENERAL AGGREGATE $2 000 000 PRODUCTS CoWMPAGG $2 000 000 A A B A AUTOMOBILE LIABILITY ANY AUTO Au OWNED AUTOS SCHEDULED AUTOS 1606931 1606932 (NA) 1606933 (OR) 1606934 (vA) 07/01/07 07/01/07 07/01/07 07/01/07 07/01/08 07/Ol/OB 07/01/08 07/01/08 COMBINED SINGLE LR.11T (a .4.0) $2 000 000 Z cg BODILY INNRY (Pm pes ) HIRED AUFOS BODILY INNRY NON OWNED AUTOS (P. rcadcm) U PROPERTY DAMAGE IP.,Acmdmt) GARAGE LIABILITY AUTOONLY EAACCIUEM ANYAUTO OTHER THAN EAACC AUTO ONLY AGO E%CES4 NIABRELIA LIABILITY EACH OCCURRENCE OCCUR ❑ CLAIMS MADE AGGREGATE DEDUCTIBLE RETENTION A D A D C WORKERS COMPENSATION AND EMPLOYERS LABILITY ANYPKOPRIETOR/PARTNER/EXECUTIVE orticERmwMmEa ExcLwEo IfSPECPROVISIONS ndo.. )n, Auefbeuode LLL 1616289 (CA) 1616290 (FL) 1616291 CLA etc) 161629(NL) 1616293 (NI) 07/01/07 07/01/07 07/01/07 07/1/07 07/01/07 07/01/08 07/01/08 07/01/08 07/01/08 07/01/08 X STAN OTH s EL EACH ACCIDENT 12 000 000 EL DISEASE -EA EMPLOYEE f2 000 000 EL DISEASE-POUCY LIMIT S2 000 000 OTHER DESCRIPIION OF OPERAHONS&OCATIONSNEHICLESEXCLUSIONS ADDED BY ENDOKSEMENT/SPECLLL PROVISIONS CITY OF FORT COLLINS PURCHASING DIVISION Additional Insured (except On worker s comp) as respects to operations of the named insured where required by written contract waiver of subrogation is granted in favor of certificate holder as required by written contract but limited to the operations of the insured under said contract and3 CITY OF FORT COLLINS PURCHASING DIVISION SHOULDAWOFTID3ABOVEDESCRIBEDP000UBECANCELLED BEFOREMEEXPMATTON 215 N MASON ST P 0 BOX 580 DATE THEREOF THE ISSUING INSURER WILL ENDEAVOR TO MAIL FORT COLLINS CO 80522 USA 30 DAYS VMTTEN NOTICE TD THE CEUIJRCATE HOLDER NAMED To THE LEFT BUT FAILURE TO W SO SNALL MpO3E NO OBLIGATION OR LUBILITY OF ANY KIND UPON THE INSURER ITS AGENTS OR REPRESENTATIVES }1 �,�' bP1 06 AUTHORIZED REPRESENTATIVE ..® dw o q'.- (p �� IQ Attachment to ACORD Certificate for Lafarge west Inc The terms conditions and provisions noted below are hereby attached to the captioned certificate as additional description of the coverage afforded by the insurer(s) This attachment does not contain all terms conditions coverages or exclusions contained in the policy INSURED Lafarge west Inc 1800 North Taft Hill Road Fort Collins CO 8OS21 USA ADDITIONAL POLICIES wA811*1011 If a policy below does not mcha certificate form for policy limits refer to the INSR LTR AmrL INSRD TYPEOFINSURANCE FOUCY NUMBER FOUCY DESCRIPriON POLICY EFFECTR DATE POLICY EXPIRATION LIMITS WORKERS COMPENSATION D 1616294 (OR) 07/01/07 07/01/08 c 1616295 (wi) 07/01/07 07/01/08 DESCRIPTION OF OPERATIONS/LOCATIONS MCIRS/ MUSIONS ADDan BY ENDORSEMBNT/SPECW, always subject to the policy terms conditions and exclusions Certificate No 570028401560 SECTION 00635 CERTIFICATE OF SUBSTANTIAL COMPLETION TO CITY OF FORT COLLINS (OWNER) DATE OF SUBSTANTIAL COMPLETION PROJECT TITLE 6099 Drake Ziegler Improvements Project Phase III PROJECT OR SPECIFIED PART SHALL LOCATION Fort Collins, Colorado INCLUDE OWNER City of Fort Collins CONTRACTOR Lafarge North America, Inc dba Lafarge West, Inc CONTRACT DATE May 12, 2008 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 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 M AUTHORIZED REPRESENTATIVE DATE The OWNER accepts the project or specified area of the project as substantially complete and will assume full possession of the project or specified area of the project at 12 01 a m , on The responsibility for heat, utilities, security, and insurance under the Contract Documents shall be as set forth under "Remarks" below CITY OF FORT COLLINS, COLORADO By AUTHORIZED REPRESENTATIVE DATE REMARKS Rev 10/20/07 Section 00635 Page 1 SECTION 00640 CERTIFICATE OF FINAL ACCEPTANCE 20 TO Lafarge North America, Inc dba Lafarge West, Inc Gentlemen You are hereby notified that on the day of , 20 , the City of Fort Collins, Colorado, has accepted the Work completed by for the City of Fort Collins project, 6099 Drake Ziegler Improvements Project Phase III A check is attached hereto in the amount of $ as Final Payment for all Work done, subject to the terms of the Contract Documents which are dated 20 In conformance with the Contract Documents for this project, your obligations and guarantees will continue for the specified time from the following date 20 Sincerely, OWNER City of Fort Collins By Title ATTEST Title Rev 10/20/07 Section 00640 Page 1 SECTION 00650 LIEN WAIVER RELEASE (CONTRACTOR) TO City of Fort Collins, Colorado (OWNER) FROM Lafarge North America, Inc dba Lafarge West, Inc (CONTRACTOR) PROJECT 6099 Drake Ziegler Improvements Project Phase III 1 The CONTRACTOR acknowledges having received payment, except retainage from the OWNER for all work, labor, skill and material furnished, delivered and performed by the CONTRACTOR for the OWNER or for anyone in the construction, design, improvement, alteration, addition or repair of the above described project 2 In consideration of such payment and other good and valuable consideration, the receipt and adequacy of which are hereby acknowledged, the CONTRACTOR voluntarily waives all rights, claims and liens, including but not limited to, mechanic's liens, Miller Act claims (40 U S C A 270 a and b), stop notices, equitable liens and labor and material bond rights which the CONTRACTOR may now or may afterward have, claim or assert for all and any work, labor, skill or materials furnished, delivered or performed for the construction, design, improvement, alteration, addition or repair of the above described project, against the OWNER or its officers, agents, employees or assigns, against any fund of or in the possession or control of the OWNER, against the project or against all land and the buildings on and appurtenances to the land improved by the project 3 The CONTRACTOR affirms that all work, labor and materials, furnished, delivered or performed to or for the construction, design, improvement, alteration, addition or repair of the project were furnished, delivered or performed by the CONTRACTOR or its agents, employees, and servants, or by and through the CONTRACTOR by various Subcontractors or materialmen or their agents, employees and servants and further affirms the same have been paid in full and have released in full any and all existing or possible future mechanic's liens or rights or claims against the project or any funds in the OWNER'S possession or control concerning the project or against the OWNER or its officers, agents, employees or assigns arising out of the project 4 The CONTRACTOR agrees to defend and hold harmless the OWNER, the lender, if any, and the Surety on the project against and from any claim hereinafter made by the CONTRACTOR'S Subcontractors, materialmen, employees, servants, agents or assigns against the project or against the OWNER or its officers, employees, agents Rev 10/20/07 Section 00650 Page 1 6099 Drake and Ziegler Phase 3 Widening Projec Drake/Ziegler Improvement Project Phase III Revised Bid Tab Per Addednum #1 CITY OF FORT COLLINS STREET OVERS123NG DEPARTMENT ITEM NUMBER DESCRIPTION 603-15 4 PVC Schedule 40 Sleewng with Fklwable Fill Backfill 60316 Conduit Sleewng under walks for Irrigation 604-01 5 Type R Inlet 604-02 10 Type R Inlet 604-03 Double Type 16 Combo Inlet 604-04 5 Storm Sewer Manhole 604-05 Modified Concrete Sidewalk Culven (4X20 ) 608-01 Concrete Sidewalk (6 ) 608-02 Concrete Access Ramps IS I with truncated dome warning panels 608-03 Concrete Cmsspan with Aprons (91/2 ) 608-04 W Early Concrete (24 hr ) 608-05 Flowable FIII Concrete 608-06 Colored Concrete Bike Path (5 Fibennesh) 608-07 San Diego Buff Concrete @ 20X7 Box Culvert (6 Depth) 608-08 Exposed Aggregate Median Cover San Diego Buff 609-01 Vertical Curb and Gutter (30 ) 609-02 Outfall Vertical Curb and Gutter (18 ) CONSTRUCTION YEAR 2008 CONTRACT TOTAL QUANTITY UNIT UNIT COST COST 1930 LF 450 LF 2 EA 4 EA 1 EA 2 EA 1 LS 34512 SF 735 SF 3000 SF 75 CY 75 CY 15 500 SF 582 SF 429 SF 619-01 8 DIP C152 Water Main 619-02 6 DIP CL 52 Water Main 619-03 6 Gate Valve and Box 619-04 8 X8 X6 Swivel Tee WTTB 619-05 Fire Hydrant Assembly 619-06 1�gation Serwce 8 Meter Pit Copper Corp -Curb Stop per COFC Sp 619-07 8 x 8 x 1 Tapping Sleeve for Imgalion Landscaping QuarAffin 2900 01 Dryland Seeding macellsnaaue QpaMldes Contract Bond 625-01 Construction Surveying 626-01 Mobilization 9842 LF 286 LF 210 LF 20 LF 1 EA 1 EA 1 EA 1 LS 1 LS Subtotal Drake/Zlegler Phase III 12 ACRE Subtotal Lanscaping Quantities 1 LS 1 LS 1 LS Subtotal Drake/Ziegler Phase II Misc Quantities Total Base Bid t IB BW 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 CONTRACTOR Lafarge North America, Inc dba Lafarge West, Inc -39 Title ATTEST Secretary STATE OF COLORADO ) )ss COUNTY OF LARIMER ) Subscribed and sworn to before me this day of 20 , by Witness my hand and official seal My Commission Expires Notary Public Rev 10/20/07 Section 00650 Page 2 SECTION 00660 CONSENT OF SURETY TO City of Fort Collins, Colorado (hereinafter referred to as the "OWNER") CONTRACTOR Lafarge North America, Inc dba Lafarge West, Inc PROJECT 6099 Drake Ziegler Improvements Pro3ect Phase III CONTRACT DATE May 12, 2008 In accordance with the provisions of the Contract between the OWNER and the CONTRACTOR as indicated above, for (Surety) r9sw�'=MOTO 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) IS ATTACH Power of Attorney Attorney(s)-in-Fact and Certificate of Authority of Rev 10/20/07 Section 00650 Page 3 SECTION 00660 CONSENT OF SURETY TO City of Fort Collins Colorado (hereinafter referred to as the "OWNER") CONTRACTOR PROJECT 6099 Drake Ziegler Improvements Project Phase III CONTRACT DATE In accordance with the provisions of the Contract between the OWNER and the CONTRACTOR as indicated above for (Surety on bond of hereby approves of the Final Payment to the CONTRACTOR and agrees that Final Payment to the CONTRACTOR shall not relieve the Surety Company of any of its obligations to the OWNER as set forth in the said Surety Company's Bond IN WITNESS WHEREOF the Surety Company has hereunto set its hand this day of (Surety Company) By ATTACH Power of Attorney and Certificate of Authority of Attorney(s)-in- Fact Rev 10120/07 Section 00660 Page 1 DR 0172 (12/98) COLORADO DEPARTMENT OF REVENUE DENVER CO 80261 (303)232 2416 SECTION 00670 CONTRACTOR APPLICATION FOR EXEMPTION CERTIFICATE Pursuant to Statute Section 39-26114(1)(a)(XIX) E I he exemption certificate for which you are applying must be used only for the purpose of purchasing construction and building material for the exempt project described below This exemption does not Include or apply to the purchase or rental of equipment supplies and matenals which are purchased rented or consumed by the contractor and which do not become part of the structure highway road street or other public works owned and used by the exempt organization Any unauthorized use of the exemption certificate will result in revocation of your exemption certificate and other penalties provided by law A separate certificate is required for each contract Subcontractors will not be Issued Certificates of Exemption by the Department of Revenue It is the responsibility of the prime contractor to issue certificates to each of the subcontractors (See reverse side) FAILURE TO ACCURATELY COMPLETE ALL BOXES WILL CAUSE THE APPLICATION TO BE DENIED Registration/Account No (to be assigned by DOR) 89 - address on Business telephone number Period Estimated name Bid 98 - 0170-750 (999) $0 00 your 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 owner partner or corporate DO NOT WRITE BELOW THIS LINE corporate Section 00670 Page 1 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 Section 00670 Page 2 SECTION 00700 GENERAL CONDITIONS GENERAL CONDITIONS n-*N 0 CONSTRUCTION CONTRACT Tease CIENERAL CONDITIONS have bean developed by using the STANDARD GENERAL CONDITIONS OF THE CONSTRUCTION CONTRACT prepared by the Engmeers Joint Contract Doutmtents 0ommata0.EJCT)CNo 19104(199013dricn) mabam Chahgecto that dw mmt are shown by underhnmg text that has been aided and strdnng through tam that has been deleted FJCDC GFNFRAL CONDITIONS 1910 R (1990 EDITION) WITH CITY OF PORT COLLINS MODIPICAPIONS (REV 9(99) I TAM E OF CCATfFNTS OF GENERAI. CONDITIONS Article or Paragraph Number & Title sa r 1 I Addenda 12 Agreement 13 Application for Payment 14 Asbeams 15 Bid 16 Brddmg Documents 17 Bidding Requirements 13 Bonds 19 Change Order _ I to Conned Aicnmams III Contract Finn 112 Contract Ties 113 CONTRACTOR 114 defaetive 115 Drawings 116 Effective Date of the Agreement 117 ENGINEER I IS UNGINESIrs Consultant 1 19 Field Order 120 General Requtremems 121 Hazardous Wastc 122 a Laws and Regulations lawn or Regulations 1 22 b I egal Hchduyc 123 Liens 124 Milestone 125 Notice of Award 1 �btS Notice to Proceed 127 OWNER 128 Partial Utilization 129 PCBs 130 Petroleum 1 31 Project 1 32 a Radicacnve Materml 1 32 b Regmdar Working Hours 133 Resident Project Representative 134 Samples 131 Sham Drawings 136 Specifications 137 Subcontractor 133 Substantial Completion 139 Supplementary Conditions 140 Supplier 141 Underground Facilities 142 UnitPriccuork 143 Work 144 Work Changc Directive 145 Britten Amendment page Article or Paragraph Number Number & Title Page Number 1 2 PRELRAWARY MATTERS 3 1 21 Delivery ofBoiida, 3 1 22 Copies of Documents $ t 23 C ximencement of Contract 1 Timm Notice to Proceed 3 I 24 Starting the Work 3 D 152,7 Before Starting Construction 1 CONI'RACTOltsResponumility J to Revert, Preiimary Schedilm 1 Delivery of Certrfiaates of t Insurance 3-4 I 28 Preconstractian ConFesency 4 1 29 Initially Acceptable Scheduto 4 1 1 1 CONTRACT DCCAENT& IMMIT I AMENDING REUSE 4 1 3 1 3 2 latest 4 1 3.3 Reference to Standards and Specs I ficst ions of Technical Sonetms, I Reporting and Resolving Dis- t deponclas 45 2 34 Intent of Certam Terms or Adjectives 5 2 33 Amending Contract Documents 5 2 36 Supplementing Contract $ Doauments 5 2 37 Reuse of Docmments $ 2 2 4 AVAH ABILITY OF LANDS 2 SUBSURFACE AND PHYSICAL CONDITIONS 2 REFERENCE POINTS 5 2 41 Availability of Lends $-6 2 42 Subsurface and Physical 2 Conditions 6 2 4 2 1 Reports and Drawings 6 2 422 tamuedReliance by CONTRAC 2 TOR Authon�.cd Technical 2 Data 6 2 423 Notice of Differing Subsurface 2 or Physical Condition[ 6 2 4 2 4 ENGTNEER's Review 6 2 4 2 5 Possible Cmtmet Documents $ Change 6 2 426 Possible Price and Ties 23 Adjustments 07 3 43 Physical Condition Underground 3 Facilities 7 3 4 3 1 Shown or Indicated 7 3 432 Not Shown or Indicated 7 44 Reference Points 7 LIL'OC msw:Ttat. MNot nOtas 191a40990 tuinoxi w CITY OF FORT COL1.1179 MODIRCAT10to tatty 91M Article or Paragraph page Article or Paragraph Page Number &IAle Number Number &Title Number 45 Asbestos, PCBs, Petroleum Hazardous Waft or Radioactive Material HONDSAND INSURANCE 5 1 5 2 Performance, Payment and Other 53 Do" Licensed Sureties and Insurers Certificates of Insurance $4 CONTR tufts Liability Insurance 55 OWNER a Liability lasnaame 56 Property Insurance 57 Ebner and h6whimery or Adrh lional Property HnsuriawA 58 Nonce of Cancellation Irousnon 59 CONTRACTOR a Responsibility for Deductible Amounts, 510 Other Special Insurance 511 Waver of Rights 512 513 Receipt and Application of insurance Proceeds 514 Acceptance of Bonds and Inau aneq Opium to Replowe 5 15 Partial Utilrretion Propertv Insurance 0014I RACI OR 5 RESPONSIBILITIES 6 1 6 2 Sulimismn and Supenntendeno4 6365 Labor Materials and hqupment 66 Progress Schedule 67 Substitutes and Or Equal Items CONTRAC.TCH2s Expense Substitute Construction Ntethods or Procedures hNGINEERs Pvaluanon 68611 Concerning Subcontractors Suppliers and Mors Wmverof Rights 612 Patent Fees and Royalties 613 Permits 614 1 aws and Regulations 615 Taxes 616 Use ofPremnscii 617 Site Cleanlineia 9518 Safe Structural Loading 619 Record Documents 620 Safety and protection 621 Safety Representative 6 22 Hazard (.,ommunworion Programs 623 Emergencies 624 Shop Drawings and Sample* 78 9 9 p-l0 to 10 10 Jo It 10-11 li It 12 13 1}14 14 14 14 14 15 15 1s 15 I 15 16 16 16 16 16 625 Submittal Petwoodures CON TRACTOR's Review Prior to Shop Drawing or Sample Submittal 16 626 Shop Drawing At Sample Submit talc Review by ENGINEER 16-17 627 Responsibility for Variations Pram Contract Doeumenty 17 628 Related WakPerformed Prior toENGINEERs Review and Approval ofReymroil Submittals 17 6.29 Contouring the Work 17 630 CONTRACTORsCentral Warranty and Guarantee 17 631.&33 Indemnification, 17 is 634 Survival ofObhgations J8 7 OTHER WORK 71 7,3 Related Work at Site 74 Coordination OWNER S RESPONABRITIE S a] Cmnmumcanons to CON TRACTOR 8,2 ReplacemenlofENGINEER, 83 Furnish Data andPay Promptly When Dix 84 Lands and Easements Reports and Tads 85 Insurance 86 Change Orders 87 Inspections, Tests and Approvals so Stop or Suspend Work 7 ermmme CONTRAC1. OR Services 89 Limitations on OWNERS Responsibilities, 8 to Asbestos, PCBs Petroleum Hazardous Waste or Radioactive Maternal sit Evidence of Financal Arrangements ENGINEER S STATUS DURING CONSTRUCTION 91 OWNFRs Representanve 92 Vnsds to Site 93 project Representative 94 Clanlications and Interpre- lotions 95 Authorized Variations in V6rk 18 Is 18 38 18 l8 18 18.19 19 19 19 19 19 19 19 19 19 19 19-21 21 21 EX-M GENERAL CONXTION91910 a 0M EDtTiON) wt CRY OF FORT C01,11M MODIFICNMA (aEV 91") Article or Paragraph Page Article or Paragraph page Number& fntle Number Number Br Title Number 96 Rc3earngDsfschw Welk 21 138 139 Une eaft Work at ENGT 9799 Shop Drawings, Change Orders NEER's Request 2728 and Payments 21 1310 OWNER May 3xopthe Work 28 910 Disernrm ittrra for Unit Priceil 2122 1311 Correction or Removal of 911912 Decisions onDnspwea,ENGT DefechwWork 2R NEER as Imtiel loterprdeq 22 1312 Correction Period 28 913 Limitations on ENGINEER's 1113 Acceptance ofDefechve Work 28 Authority andResponsdidithey =3 1314 OWNER May CorrectWoerfve Work 2829 CUANGES IN THE WORK 23 101 OWNER s Ordered Cbmw 23 14 PAYMEN9 S TO CONTRACTOR AND 102 Clam for Adjustment, .23 COMPLETION 29 103 Work Not Required by Contract 141 Schedule of Values 29 Documents 23 142 Applu atum fir progress 104 Change Orders 23 Payment 29 105 Notification of Surety 23 143 CONTRACTORS Warranty of Title 29 CH4NG6 OF CONTRACT PRICE 23 144 147 Review of ipplmnticss for 111 113 Contract Price Claim for Progress Payments 129 30 Adjustment Value of 148149 Substantial Completion 30 the Work 2324 1410 Partml Utdizatimi 30-31 114 Cost of the Work Z425 1411 Final Inspection '31 115 Exclusions to Cost of the Work 25 1 * 12 Final Application for Payment 31 116 COMRACTORs Fee 25 1413 1414 Final Payment and Acceptance 31 117 Cost Records 25-26 1415 Waver of Clams 3132 its Cash Allowances 26 119 Unit Prioe Work 26 15 SUSPENSION OF WORK AND fFRMINATION 32 CHANGE OF CONTRACT TIMES ;6 151 OWNER May Suspend Work 32 121 Claim for Adjustment 26 152154 OWNER May Terminate 32 122 Time of the Essen" 26 155 CONTRACTOR May Stop 123 Delays Beyond CONTRACTORs Work or Terminate 3233 Control 2Cw27 124 Delays Boyamd OWNERsand 16 DIVUTB RPSOLUTICN4 33 CONTRACTORS Control 27 17 Ml111CB1 I ANEOUS 33 TESTS AND INSPECTIONS CORRECTION 171 Giving Nance 33 REMOVAL OR ACCEPTANCE OF 172 Computation of Times 33 DEFECTIVE WORK 27 173 Notice of Claim 33 131 Notice of Defects 27 174 Cumulative Remedies 33 132 Access to the Work 27 171 Professwnal Fees and Ceurt 133 Testa and Inspections Costs Included 33 CONTRACTORs Cooperation 27 176 Applicable State Leas 3334 134 OWNER's Resporwbilitim Intentionally left blank, 35 Independent Testing I aboratory 27 13 5 CONTRACTORS EXHIBIT GC A (Optimal) Responsibilities 27 Dispute Resolution Agreement GC At 13 &13 7 Covering Work Prior to Inspca 161 166 Arbitration GC -Al two, Testing or Approval 27 167 Mediation GC At iv L1cne QCN11R LMNiranONS191e 3(n990M1110N) w CITY OP FORT COLIANS MODIFICATIGM(REV 9/71) CONTRACT DOCUMENTS TABLE OF CONTENTS Section Pages BID INFORMATION 00020 Notice Inviting Bids 00020-1 - 00020 2 00100 Instruction to Bidders 00100-1 001009 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 006351 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 006701 - 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 General Technical INDEX TO GENFRAL CONDITIONS City of Port Collms modifications to the General Conditions of the Construction Contract era not shown in this tndex Article or Paragraph Number Acceptance of - Bonds and Insurance 514 &*cffva Work 10 4 1 13 5 13 13 final payment 912, 1415 insutance � 14 other Weak, by CONTRACTOR 73 Subsucites and 'Or -Equal Items 071 Work by OWNER 25,630634 Access to thw Lends. OWNER and CONTRACTOR responsibilities 41 seta, related Work 72 Work, 132, 1314 149 Acts or Omissions-- Acts and Omisttons- CONTRACTOR 691 9133 ENGJNEfR 620 9133 OWNER 020 89 Addenda deGnnron of (also m definition of Specifications) (1 6 110 6 19) 11 Additional Property Insurances 57 Adjustments - Contract Price or Contract Timm 15 35 41 432, 452 453 94 95 102104 11 12 148 151 progress schedule 66 Agreement definition of 12 All Risk' Insurance policy form 5 6 2 Allowances Cash jig Amending Contract Documents 35 Amendment, written ingeneral 110 145 35 310 512 662 Si 8 2 619 10 1 10 4 112 121 I3122 1472 Appal OWNER or CONTRACTOR intent to 9 10 911 10 4 16 2 16 5 Application for Payment definition of 1 3 PNGINEERa Responsibility 99 final payment 9 13 4 9 13 5 14 12 14 15 in general 2 8 2 9 3 6.4 9 10 15 5 progress payment 141 147 review of 14 4.14 7 Arbitration 161 166 Asbmtcs- claim5 pursuant thoctrl 4 5 2 4 5 3 CONTRACTOR authorized to stop Work 4 5 2 definition of 14 ArUcle or Paragraph Number OWNER respmmbihty, for 431,310 passible price and tunes change 452 Autbetiud Varlations in Work 36.62.1.627 95 Availability of Lands _ 41 &4 Award. Notice of -defined, y 125 Before Starting Constructioq 2.5-2,g Bid-defmthon of 15 (1 1 110 2 3 3.3 4264,6.13 1143 1191) Bidding Docwaeits-definition of 16(602) Bidding Requirements -definition of 17(11 4262) Bonds - acceptance of $ 14 additional bonds 105 11439 Cost of the Work, 1154 defmution of 18 delivery of 7.1 51 final Application for Payment 14121414 general 1 10 515 3,3 13 913 105 1476 Performance Payment and Other 51 5 2 Bonds and Insurance in general 5 Builder's risk all risk policy form, 562 ( anccllation Provisions, Insurance $ 4 I1 58 515 Cash Allowances )is Cauficate of Substantial Completion 138 63023 148 1410 Certificates of Inspection 9134 115 1412 Certificates of Insurance 27 53 5 411 5413 p65 58 314 9 13 4 1412 Change in Contract Nice Cash Allowances clam forprim adjustment 41 426 45 515 682 94 95 911 10 110 5 112 139 1313 1414 147 151 155 116 CONTRACTORS fee Cust of the Work general Eccluseons to Cost Records in general 119 Lump Sum Pncng Notification of Surety Scope of Testing and Inspection, Uncovering the Worl 11 8 114117 115 117 144 911 1042 1043 11 1132 105 103 104 139 LXW (X,NISYAL CONUtnON91910 S O99a EI)InOT ) wr CITY Of PORT COUIN3 MODMCATIO Ice OMV 9199) Unit Prim Work 119 CONTRACTORs Fec 116 Article or Paragraph Article or Paragraph Number Number Value of Work, 113 CONTRACTORS lability 54 612, 6.16, 6.31 Change m Contract Tunes— Cyst of the Work 114 115 Clain for trines adJnatmenl 41 42.6, 45 515 Decisions on Dispute; „ 911 912 682,94 95 911 102 105,121 Dispute Resiluton J61 13 9 1113 13 14 14 7 151 15 5 Dispute Resolobm Agreemen4 161 166 Contractual time limits 122 BNGINBERastnutalmawpim" 911 Delays beyond CONTRACTORs Lump.Sum Pricing J13 2 centrol IZ3 Notice of 173 DelarysbeymdOWNBRxand OWNERS .9495,9It 101112,119 CONTRACTMs mount 124 111 139 1313.1314 173 NotiBcationofsurety „ 105 OWNER s liability ;55 Scope of change 103104 OWNr$k=yfefttsetomakepaymeit, 147 Change Orders— Professional Fees and Court Costs Acceptance ofDofacrve Work 1313 Included 175 Amending Contract Dmumantii 35 request for formal decision oq p i t Cush Allowances 11 8 Substitute time 6712 Change of Contract Price I I Time Expansion, 121 Change of Contact Tcmel 12 Timerequarementa _ 911 121 Changes in the Work 10 Unit Price Work 11 9 3 CONTRACTOR s fm 116 Valle of 11.3 Cead orthe Work 11 4.11 7 Waiver of on Final Payment 1414 1415 Cost kwerds 117 Work Change Directive 102 definnioa of 19 written notice required 911 112,121 emergencies 6.23 Clarifications and Interpretation; 343 94 911 ENGiNEERsrespoamlbdity 90 104112 121 Clan Site 017 execution of J04 Cocks of rechnical Society Organization Indomnifiction 012 616 631.633 or Awmation 333 Insurance Bands and 510 513 105 Commencement of Untract Towel 2.3 OWNERnmiytrnnmme 152154 Communications OWNERs Responsibility $ 6 104 general 6 2, 6 9 2 8 1 Physical Concintions• lianrd Communication Programs 022 9ubsurthce anct _ 42 Completion Underground Facilities 432 Final Application for Payment 1412 Record Docum ants 619 Final lnspeetiM 1411 Scope of Change 103 104 I'mal Payment and Acceptance J 413 1414 Substitutes 6 7 3 682 partial Utiltiatioq J4 10 Unit Prim Work 119 Substantial Completion 138 149-149 value of Wick, covered by 113 Waiver of Claims 34 15 Changes in the Work 10 Computation of Tunes} 17211722 Notification of surety 105 Concerning Subcontraetaa, Suppliers OWNERS sod CONTRACTORS and Other; 6 8-611 respanstbilitms 104 Confermcros Right to an adjustment 102 tmtally acceptable scheduler 29 Scope of Change 101104 precorstructM 2 8 Claims Contho4 juror Ambiguity Discrepancy agairst GONTRAMOR 616 CONI RACTOR to Report 25 3 3 2 against ENGINEER 632 Comstructtac before starting by against OWNER, 611 COMI RACTOR 2 i 2 7 Change of Contract Price 94 112 Construction Machinery Equipment etc 64 Change of Cmtraa Times 94 121 Comment; the Work 629 104 CONTRACTORS 4 71 94 95 911 102, Contract Doeutnents- 112 119 12,1 139148 Amending 35 151 155 173 Bonds 51 vi FXM MNMAL COWNTIONS 1910 a (199a MHON) wt CITY OF FORT COLLMMODIFICATIOM (REV 91" Cash Allowances 118 Stop Work requirements C ONTRAC fOR`s— Article or Rrragraph Number Change of Contract Price I Change of Contract Times 12 Changes in the Wort( 10.4 10 5 check and verify, _ Z 5 Clarifications and hiterpretmmna 3 Z 3 6 9 4 9 11 definition of Ito ENGINEER as noted interpreter of 911 ENGINEER as OWNER a representative 91 general3 Insurance, 53 Intent 3 1 3 4 minor variations in the Work 36 OWNERS responsibility to furnish data 83 OWNER s responsibility to make prmnptpayment 33144 1413 precedence 31 333 Record Documents 6.19 Reference to Standards and Spuefieahons of Technical Someties 33 Related Work 72 Repotting and Resolving Discrepancies 25 33 Reuss of 37 Supplementing 36 Term motion of ENGINEERS Employment 82 Una Price Work, J 1 9 variations 3(, 623 627 Visits to Site ENGINEER s 92 Contract Price — adjustment of 35 41 94 103 112113 Change of 11 Decimon on Disputes 911 definition of 1 11 Contract Times adjustment; of 35 41 94 103 12 Change of 121 124 Cammenaement of 23 definition of 112 CONTRACTOR Acceptance of Insurance 514 Communwations 62 692 Continue Work 629 104 coordination and scheduling 6 9 2 definmonof 1 13 Limited Reliance on Technical Data Authorized 422 May Stop Work or Tennmate 15 5 provide site access to others 72 132 Safety and Protection 4 3 1 Z 6 16 618 621 623 72 132 Shop Drawing and Sample Review Priorto Submittal 625 452 Article or Paragraph Number Componsanort 111 11,2 CoAumu% Obligituam 1415 Defective Work, 9 6.13 10.1314 Tkilytoarrectalefefive Work j311 Out Y to Report- Cdan�s in the Work caused by Emergency 623 Defects in Work of Others 73 Differing conditmny 423 Discrepancy it, Daum" 2.5 332 6142 Underground Facilities not mdieakd, 432 Emergencies 623 Equipment andMachmeryRental Cost ofthe Work 13 03 Fae�-CostBlus 11456,1151 116 Getreral Warranty and Guarantee 6.30 Hazard Communication programs 622 Indemnification 6 12,6 16 631-633 Inspection of the Work 73 134 Labor Materials and Equipment 03-65 Laws and Regulations, Compliance by 6,141 Lmbtlnylnsurerice 34 Notice of Intent to Appeal 910 104 obligation to perform and complete the Work 030 Patent Fees and Royalties, paid for by 612 Perfarmence and Other Bonds 51 Pennaa, obtained and paid for by 013 Progress Schedule 26 28 29 66 629 104 1521 Request for formal documman disputes 911 Responsibihttes Changes in the Wort( 101 Concerning Subcontractors Suppliers and Others 68611 Continuing the Work 629 104 CONTRACTORsexpense 071 CONTRACTORS General Warranty and Guarantee &30 CONTRACTOR rmuw prior to Shop Drawing or Sample submittal 625 Coordination of 'A ork, 692 Emergencies 613 ENGINEERsevalustion Subsumes, or Or Equal Items 673 For Acts and Omissions of Others 691 692 913 for deducubte amounts insurance 59 general 6 72 73 89 Hazardous Communisation Programs 622 Indemnification 631633 nt Ea,W OENSUL CONDITIONS 191041 (19" MX EON) w/ CITY Of FORT COLUNS MODIFICATIONS (REV 9199) Labor Materials and Equipment 4365 CONTRACTORS --other 7 Laws and Regulations 614 Contractual Liability Insurance y 410 Liability Insurance 54 Contrachail Time Limits 121 Article or paragraph Article in paragraph Number Number Name of variation from Contract Coordinauon- l3eeament; 627 CONTRACTOR's responmbdriy 092 Patent Pam and Rayalhes 6.12 Captce of Documents 22 Permits 03 Correction Period 1312 progress Schedule 66 Correetta6 Removal orAaeptanoc Record Daumeint 619 ofrioc#wr Work related Waliperforined prior to in general MA 13 10-13 14 ENOINM s approval of required Acceptance ofDewfive Work 1313 subtnumis f%28 Careotton at Removal of safe structural loading 618 Defichna Weak 6.30 1311 Safety andprotection 02072,132 Correction Period 1312 Safety Representative 621 OWNER May Carat OW"hw Work J314 Sohedulmg the Work 692 OWNERIvfay Stop Work 1310 Shop Dmwmgs and Sampla$ A24 Cost Shop Drawings and SampiesRonew of Rests and Inspection$ 134 by E Nff161EER 626 Rearda117 Site Cleanliness 617 Cost ofthe Work — Submittal Procedures 625 Bards and insurance additional 11459 Substitute Construction Methods Cash Dscamq )1 4 2 and Procedures 672 CONTRACfORsPa 116 Substitutes and Or Equal Item; 6 7 1 Employee Expanses 11451 Superintendency 62 Exclusions to 115 Supervswn 61 OesersIl l 4-11 5 Survival of Obligations 634 Home office and overhead expemes 115 Taxes 015 Losses and damages 11456 Tests and Inspections 1.15 Materials and equipment 1142 To Report 25 Mnor expenses J 1 4 5 8 Use of Premiseq § 166 18 6 30 2 4 Payroll costs on changes 11 4 1 Review Prow to Shop Drawing or performed by Subcontractors 1143 Sample Submittal 625 Records]17 Right to adjustment for changes in the WoA 102 Rentals of construction equipment right to claim 4 7 1 9 4 9 5 911 10 2 112 and machinery 11453 119 12 1 13 9 14 8 151 15 5 17 3 Royally payments, permits and Safety and Protection 6.20-622 7 2 13 2 License fors 11455 Safety Representative 621 Site office and temporary faaltheq 11 4 52 Shop Drawings and Samples Submittals 6 246 28 Special Comsultams, CONTRACTORS 1144 Speomi Consultants 1144 Supplemental 1145 Substitute Construction Methods and Procedures 6 7 Texas related to the Works 11454 Substitutes and Or Equal Items, Tests and 1napectiort 134 Expense 671 672 Trade Discounts 1142 Sulxxmtrwom Suppliers and Others 68611 Utilities, fuel and sanitary Ibcnlittee J 1 4 5 7 Supervision and Superintendency 61 62 621 Work efler regular hours 11 4 1 Taxes. Payment by 615 Covering Work 13 613 7 Use of Premises 616618 (umulatswe Ramodies 174.170 Warranties and guarantees 05 630 Cutting, fittnig and patching. 72 Warranty of Title 143 Data in be Nr shod by OWNER 1t 3 Written Nance Required- Day--de6nnbon of 1722 CONTRACTOR stop Work a terminate 155 Decisions on Dspules 911 912 Reports of Differing Subsurface dejectm -definition of 114 and Physical Conditions 423 dq ecow Work bubstantial Completion 148 Acceptance of 1041 1313 Nil FJLTJC raiNEMM miricim 19104(IM tiDMON) wt CITY OF FORT CMIJNa MODIRCATIONS (REV "9) Correoatm or Removal of Correction Period in general J041 1311 OWNERa Represerstative 1312 Payments to the CONTRACTOR, 13 147 IL I I Responsibility for Recommandaton of Payment Article or Paragraph Number ObserratnonbyENGINEER, „92 OWNERMay Stop Work 1310 Prompt Notice ofDetbos 131 Ralectmg 9 6 Uncovering the Work J3 8 Defmsuons I Delays _ 41 629 123124 Delivery Of Bond; 2 I Dolsvery ofeertifmatet of insurance 27 Dete mam4ens for Unit Prsccs 910 Ddlermg Smbawfice or Physics! Cmdrttons-, Nab" of 423 ENGNEWS Review 424 Possible Contrast Documents Change 425 Possabile Rnoc and Times Adjustments 426 Dsscrepaae Repartmg andRmlvmg, 25 332,6142 Dispute Resultdson— Agroemant J61 166 Arbitration 161 165 gomrall6 Mediation 16 6 Dispute Resolution Agreement 161 166 Dispmcs. Decisions by ENONEER 9 11 9 12 Documents— Coples of 22 Record 6.19 Reuse of 37 Drawings- definition of 115 Easements 41 Elfecuve data of Agreement definitionof J 16 bm"gencies 623 ENGINEER m initial interpreter on dispmq 911912 definition of 117 Limitations on authority and responsibilities 913 Replacement of 82 Resident Project Representative 93 ENGINEERs Consultant defrationof ] is ENGINEERS - authority and responsibility limitations or) 913 Authorized Variations in the Work 95 Change Orders, responsibility for 97 10 11 12 Clarifications and interpretations 363 94 Decisions m Disputes 911 912 defective Work, notice of 131 Evaluation or Substitute Itemm4 073 Liability 032 912 Nona Work ts Acceptable 1413 Observations 6 30 2, 9 2 91 99 14 144 1413 Article or Paragraph Number Rasponslbdtues-Limitations mt 911913 Review of Reports an Diffaztng Subnufame and Physteal Conditions 42,4 Shop Drawimgsand Samples, review responsibility 626 Status During Conatr+mtloi- authorrud variations in the work, 95 Clmitmuima and fnterpretationq 94 Decisions on Disputes 911 912 Determinations on Unit Price 910 ENGINEER as initial Interpreter 911 912 ENGNEERs Rosponabdities 91912 Limitations an ENGINEERS Authority and Responsibilities 913 OWNER'S Representative 91 Project Represm unwe 93 Rejecting Wecnve Work 96 Shop Drawings, Change Orders and Payments 9799 Visits to Site 92 Unit Price determinations 910 5r 1511a to Site 92 Written consent reguued 72, 9 1 Equipment, Labor Materials and (.3-6 5 Fgwpmmt rental Cost of the Work 11453 Equivalent Materials and Egwpmeal 0.7 cam m om issions 033 Evidence of Financial Arrangements pit Explorations of phyaical conditions 4 2 1 Fee, CONTRACTOR s Costs Plus 116 Field Order definition of j 19 issued by ENGINEER 361 95 Final Application for Payment 1412 Foal lmpccuon 1411 Final Payment — and Acceptance 14 13 1414 Prim to for gash allotances jig Oreneral Provisions 173 174 General Reopiuements defimtim of 120 principal references to 26 64 6 6-6 7 624 Givmg Nonce 171 Guarantee of Work —by CONTRACTOR 630 1412 Hazard Communication Programs 622 Hazardous Waste - definition of J 21 general 45 OWNER s responsibility far Rio hJCOCOiDQRA COMMONS 1910 BOMEDITION) wt CITY OF FORT COUINS MODIFICATIONS (REV 91M Indernnification 012, 616 6316 33 insurance 53 Initially Acceptable b0cebles 2.9 Precedence 31 331 Inspection, Reference to $ 3 1 Certificates of 9 13 4 135 1412 Solely and Protection -6 20,13 2 Final 1411 Subcontractors, Suppliers and Others 6 8411 Article or paragraph Article or Paragraph Number Number Special required byElMr-WER 96 Tests and Inspections, 135 Tests and Approval $ 7 13 3 134 Use eime msea 016 Ironstones- Viada to $ue _ 92 Acceptance of by OWNER $14 Liability Insurance - Additional, required by changes CONTRACTORS 54 mtheWark _ 11459 OWNERS 5$ Beforeatanntg the Work 27 Licensed Sureties and Insurers 53 Borah and. in ganeral $ Lions-- Cmtccllatwn provistona 58 Application fur Progress Payment 142 Certificates of V 5 53 54.11 54,13 CONTRACT ORa Warranty of Tide 143 565 58, 514 9 13 4 1412 Final Application font Payment .1412 completed operations 5413 defimtim of 123 CONTRACTOWs Liability 54 Waiver of Clans 1415 CONTRACTORS *ecnon to coverage j 14 Limitations on ENGINEER s authority and Contractual Liability 5410 responsibilities 913 deductible mnounts, (,ONTRACTORs I an tied Reliance by CONTRACTOR responsibility j 9 Autharind 422 Final Appliestm for Payment 1412 Mamtenence and Operating Manuals. Licensed Iosaers 53 Tonal Applicatton for Payment 1412 Notice requirements material changes 58 105 Menuals (of others). Option to Replace 514 Precedence 3331 other special insurances 510 Reference to in (,mtract Documents 3 3 1 OWNER as fiduceary, for msuredy 512513 Materials and Nuipment- OWNERs Liability 55 Furnished by WNTRACTOR 03 OWNERs Responsibility 85 not incorporated in Work 142 partial Uttlnation Property Insurance 9 15 Materials or equipment equivalent 47 Property 56-510 Mediation (Optimist) 367 Receipt and Application of Insurance Mdasionee- deftrutmn of 724 Proceeds 5 12 5 13 Miscellaneous - Special Insnance 510 Computahon of Times 172 Waiver of Rights 511 Cumulative Remedies 174 Intent of C6ntracbDowment4 3134 Giving Notice 171 Interpretahms and Clanfrcatiorm 363 94 NouceofCtaim 173 Investigations of physaal conditions 42 Professional Fees and Court Cass Included, 175 Labor Materials and Equipment 0 3-6 4 Motu prime contracts 7 Lands- Not Shown or Indicated 432 and Easements $ 4 Notice of Availability of 41 84 Acceptability of Project 1413 Reports and Tests 84 Award definition of J 25 Laws and Regulations- Laws ar lleplsttocs Claim 373 Bonds 51 52 Defects 131 Changes in the Work 104 Difknng Subsurtace or Physical Corebuons 423 Contract Doc uients 31 Giving 171 (.ONTRACTOR's Responsibilities 614 Correctim Penoddefeerrve Work 1312 Teats and Inspections 133 Cost of the Work taxes 11454 Variation, Shop Drawing and Sample 027 definition of 122 Notice to Proceed- genmal&14 definition of 126 Indemnification 631-633 giving of 23 i jcm artiim i. Cititanom t91a4(i"o EN DOT() w/ 0Ty OF FORTCOI LINS WDIFR-KnOMa (REV If") Notificatum to Surety 105 Observahona, by ENGINEER b 30 92 Occupancy of the Work 5 15 6.X2 4 1410 Omisi m ; or acts by CONTRACTOR; 09 913 Open Peril policy form Insurance 562 t)phmi to Replace $ 14 Article or Paragraph Number Or Equal Items 67 Odra work 7 Overtime Work pohlbnot of 63 OWNER Acceptance ofdrfecnve Work 1313 appota im ENGINEER 82 as fiduciary 512-5 13 Avadablity, of Lands, responsibility 41 dafltutioa of 127 data, furnish $ 3 May CorreaD{jective Work 1314 May refuse to make payment X47 May Stop the Work 1310 May Suspend Work Tennmate $ 8 13 10 15 t 15 4 Payment make prompt $ 3 144 1413 performance of other work 71 permits and licenses, requar ment4 ¢.13 purchased insurance requirementp 5 6S 10 OWNERS- Acceptance of the Work Change Orders, obligation to enwte CommunicaucM Coordination of the Work Disputes, request for decision Inspections, tests and approvele LnaMhty Insuranco Notice of Defece, Represimtwwo- During Construclum, FMANEERs Status Responsibdines- Asbestos<PCBs, Petroleum Hazardous Waste or Radioactive Material Change Orders Changes in the Work communicatmns GOINTRACTOR s responsAnhbes evidence of financial arrangements inspections test; and approvals insurance lands and easements prompt payment by replacement of ENGINEER, reports and tests stop or suspend Work 89 terminate CONTRACTOR s 0025 86 104 81 74 911 $7134 55 131 1310 FI SIG 86 101 81 89 $11 87 85 84 83 $2 84 151 services 88 152 separate represcmative at rite 93 testing, milepardent use or occupancy of the Wok written consent a approval regmred 134 $15 63024, 1410 91 63 114 EK'W (aNERAL CONDITIONS 19104 G990 (SLAM" wf OTT OF FORT COLLM MODIFICATONS (REV 01") Article or Paragraph Number written notice required 71 9.4 911 lIZ119 147 154 definition of 129 general 4 5 OWNER s responsibility for 810 PartialUtihtetimn definition of 128 gMU46302.4 14 10 Property Insurance _ _ 513 Patent Foes sndlgyalues 612 Payment Bonds 5 1 5 2 Payments, Recommendation of 144-1471413 Payments to CONTRACTOR and Co mpletion— Applicaleon kr ProgresaPaymeets 142 OONTRACTORa Warranty ofTitle 143 Final Appliemon for Payment 1412 Foal Inspection 1411 Final Payment and Acceptanc4 1413 1414 general $ 3 14 Partial Utilizaton 1410 Retamage 142 Review of Applications fur Progress Payments 144-147 prompt payment $ 3 Schedule of Values _ 141 Substantial Completion 148149 Waiver of Claims 1415 when payments due 144 1413 withholding payment 147 Performance Bonds 5 1-s 2 Permits 613 Petroleum definition of ) 30 general 45 OWNER s responsibility for 810 Physical Conditions Drawings of in a relating tq 4 2 1 2 ENGINEFR s review 424 existing structures 422 general 4 212 Nance of Differing Subsurface or 423 Possible Contract Documents Change 425 Possbe Price and Times AdjustmenL9 426 Reports and Dmwmgq 4 2 1 Subsurface and 42 Subsurface Conditions 4 2 1 1 Technical Dam Limited Reliance by CONTRACTOR Authorized 422 Underground Facilittes general 43 Not Shawn or Indicated 432 Protection of 43 620 Article or Paragraph Number Shown or Indicated 4 3 1 Technical Data 422 Preeotuwchar Confereac4 28 Prelimmary Malice 2 Preliminary Schedules u Pra m am, Use 0( 6 16-618 Prier Change of Contract I I Prtcc, Contrail-eklnmat of III Progmss Faymem, Applacauons IlY 142 Prop" Payment-rownegc 142 Progiaa wheakita, OQNTRACTORs 2.6, 2 8 29 Ux 629 104 1571 Project--defmton a( 131 Project Reprawnrativa ENGINE6&sStatmDurmgConsttvchun 93 Project RepresettatwG Restderit.-defmtial of 1 33 Prompt payment by OWNER 83 Propetylnnuranta- Additmnal 7 7 generals 65 10 Partial Utilization 515 14102 receipt and application of procceds 5 12 5 13 Protection Safety and 020421 132 Punch list 1411 Radioactive Matertal deflution of 132 genera14 5 OWNER.s responsibilityfa $ 10 Recommendation of Payment 144 145 1413 Record Dom memo 6,19 1412 Recalls procedures for mamtsinmy 2 8 Reference Points 44 Reference to Standards and Specifications of Technical Societies 33 Regulations, Laws end (or) 614 Rejecting Defeetive Work 96 Related Work at Site 71 73 Performed prior to Shop Drawings and Samples vubmittals review 628 Remedies cumulative 174 171 Removal a Correction OfDefechve Work 13 11 rental agreements. OWNER approval requveil 11453 replacement of ENGINEER by OWNER 82 Repormg and Reaching Discropimmi:q 25 3 3 2 6 14 2 Raporwa and Drawings 4 2 1 and Tests. OWNERsrespmsAahty 84 Resident and Project Representative definition of 133 provision for 93 %h EKIX GENh7 a COIaXTIOtie 19104 (1999 MMON) wl CITY OF FORT COLLINS MODIRUATIOM MV 9199) Article or Paragraph Number Resident Superintendent, CONTRACTOR* 62 Raponadalitxr- CONIRACTORs migeneral 6 ENGDMERs-in general .. 9 Limimtioss on, 913 OWNERsrn general 8 Retabsage 14,2 Rome of Documents 37 Review by CONTRACTOR Shop Drawings and Samples Prior to Submittal 025 Review of Appimsbons for Progress Payments 144-147 Right to 4n adjustment 102 Rights of Way _ 41 Ro altua, Patent pass and 012 Safe Structural Loading 618 Safety and Prote4ion 4 3 2, 616 618 6 20-621 72 132 general 6 2U 23 Represeuanvq CONTRACTORN 621 Samples — definition of 134 general 6 24-6 28 Review by CONTRACTOR 625 Review by ENGINEER 026 627 related Work 628 submittal of 0242 submittal procediue4 625 Schedule of progress 245 28 29 66 629 104 1521 Schedule of Shop Drawing and Sample Submittals 2 6,2 8 2 9 6 24-6 28 Schedule of Values 26 2829 141 Scherkdes— Adherence to 1521 Aduahng 66 Change of Contract Timex 104 Initially Attestable 28 29 Prelim mart' 26 Scope of Changes 103 104 Subsurface Conditions 4 21 1 Shop Drawings - and Samples, general 624628 Change Orders & Applications for Payments and 9799 definition of 135 ENOMMS approval of 362 ENGINEERS responsibility for review 97 6 24 6 28 Muted Work 628 renew procedures 28 6 24-6 28 zih Article or Paragraph Number submittal required 6241 Submrdal Procedures 6,25 use to approve substitudoml 673 Shown or Indicated 431 Site Aoccss 72 132 Site Cleanliness 617 3ne, Vail to - by ENGRMR 92 132 by others 132 spacial causes of hiss" policy tam insurance j G2 definrhml of J 36 Specifications — definition of 136 of Technical Soneuas, reference t9 3 3 1 precedence ., 333 Standards and Specifications of Technical Societies 33 Starting Construction Eefao 2528 Starting the Work 24 Stop or Suspend Work by CONTRACTOR 15 5 by OWNER 8 $ 13 10 151 Stange of materials and equipment 41 72 Structural Leading Safety 618 Subcontractor Concerning 68 611 definition of J 37 delays 123 waiver of rights 611 Subcontractors in general 68 611 Subcontracts required provisions 5 11 611 1143 Subm tuals— Applications for Payment 142 Maintenance and Operation Manuals 1412 Procedures 025 Progress Schedndes 26 2.9 Samples 0 24-6 28 Schedule of Values 26 141 Schedule of Shop Drawings and Samples Submissions 26 2 8-2 9 Shop Drawings 6 24-6 28 Substantial Completion oatificetion of 03024 148149 definition of 138 Substitute Construction Methods a procedures 672 Substitutes and Or Equal Items 67 CONTRACTOR s Expect 0713 PNGINEFRs Evaluation 673 Or Equal 6711 Substitute Construction Methods IJW(ANF1l6 Ai MM)1TIONS Me B(IMEUTION) w/ CITY OF FORT MU M MODIFICATIOMS (REV 9MF) Tom pantry construction famlitms 41 Article or Paragraph Article a paragraph Number Number a Procedures Subxtia"Items Subsurface and Physical Catdittons, Drawings of in a relawl; to ENGINEERskervmw gaiaal Limited Reliance by CONTRACTOR Anthorumd Nance of D[ffaruig Subsurface a Physical Conditions Physical CandtMM Possible Contract Documents Change, possible Price madTmam Adjustments Reports and Drasinngs 3tibmurface and Subsurface Candnttms at the Site Technical Data, Supervision-- CONTRACTOR's responsibility OWNRR Shan not supervise ENGINEER shall not s»psrvnsc Superintendence Superintendent, CONTRACTOR s resident Supplemental costs Supplementary Catditions- 672 6712 4212 4 24 42 422 423 4212 423 426 421 42 4211 422 61 89 92 9132 62 62 1145 definition of 1 39 principal references IQ 110 118 2 2,2 7 42 43 51 53 54 5659 511 68 613 74 811 93 910 Supplementing Contract Documents 36 Supplier definition of principal references IQ } 7 140 65 6"]1 620 624 913 1412 Waiver of Rights 611 Surety— consentto final payment ENGMFR has no duty to Notification of qualification of Survival of Obligations Suspend Work OWNER May Suspension of Work and Tarmmation CONTRACTOR May Stop Wok or Term mate OWNER May hugxnd Wak OWNERMay Ternimate ra ass. payment by CONTRAMOk Technical Data Lunttad Reliance by CONTRACTOR PossaMe Price and Times Adjustments Reports of Diffavig Subsurface and Physical Conditions 1412 1414 913 101 105 152 5153 634 1310, 151 15 155 151 152154 015 422 426 423 Termination — by CONTRACTOR by OWNIIt ofENQINEERs employment Suspension of Work in general Tams and Adlemvet Tests and Inspections -- Access to the Work by odic" CONTRACTOR's respmtwbilitics rust of 13 4 coyarmg Work prior t9 Laws and Regulations (a) Notice of Defects OWNER May Stop Work OWNER independent testing Tecud required by ENGINEER, tardy name requmed Uncavamg theWork, at ENGINEERa request 1 Imes Adjusting, Change of Contract Computation of Contract Tunes--defnamin of day Milestones Rcquuemems- appoals s.larifications claims and disputes Commencement of Contract Times Recotatruaissi Confaenoq schedulas Starting the Work Tale Warranty of Uncovering Work 155 8S.151154 �2 35 34 132 135 13 &13 7 13.5 131 1310 334 46 134 138139 66 12 172 )12 1772 12 910 16 p11 it212 23 as 26,29 66 24 143 138139 Underground Facilities Physical Comhtmns- definition of 141 Not Shown a Indicated 432 protection of 43 620 Shown or Indicates( 4 3 1 Unit Price Work — clans 1193 definition of 142 general] 19 14 1 14 5 Unit Prices, general] 1 3 1 Determination fer 910 Use of Remises 616 619 63024 Lhihty ownaS 013 6 20 71 73 13 2 Lttdnzation partial 128 115 63024 1410 Value of the Work 113 Values, Schedule of 16 2829 141 xry hJCIX. OlDiEvt h MMIMM 19104 (199a mx noN) w CITY OF FORT COUMS MOWICAMM (REV 91M SECTION 00020 INVITATION TO BID Rev 10/20/07 Section 00020 Page 2 Variations in Work-AAmor Authorized 625 627 95 Article or Paragraph Numb" Vista to Bite -by ENGJNEER, 92 Waiver of Clamrs--wt Penal Payment 1415 Waiver of Rights by ensured parties $ 11 611 Warranty and Cuaranta0. (kneral by CONTRACTOR ¢ 30 Warranty of Title. CONTRACfORs 143 Work Ace= to 132 by others, 7 Changes in the 10 Continuing the. tug CONTRACTOR May Stop Work or Tamutate J5 5 Coordination of 74 Costofthc, _ 114415 detraction of 143 neglectedby CONTRACTOR 1314 other Week 7 OWNER)&y Stop Work 1310 OWNERMay Suspend Work 3310151 Related. Work. at Site 7 1 7 3 Starting the 2 4 Stepping by CONTRACTOR 15 5 Stopping by OWNER 151 154 Variation and deviation outhorized. minor 36 Work Change DirectivL- claims pursuant to J02 definition of 144 principal rc0.r�nocs to 3 5 3 101 102 Written Amendment definition of 145 principal references tri 1 10 15 5 1015 12, ¢62,682,619 101 104 112 121 13 12 2 1472 Written Clarifications and Interpretations 363 94 911 Written Notice Required - by CONTRACTOR 71 910-9 11 104 112 121 byORNER 9 10,9 11 104 11 2.13 14 EXIX CI NIMA 00M)1110N41910 B n99a EOITIOM wt CITY OF FORT COI LINE MODIFICATIONS (REV W") (This page left blank inten4nnally) wt CITY OF FORT COIYINSMODIFICAMOM (REV 91M JO NI JlAl 11KADis1110II (tRM ARTICU t—DIT04MONS Whatever used in these General Conditions;, or in the other Contract DocrneAs the following terms have the memmgs me iaated. whoh are applicable to both the sagnlat amdphrat thetsd' I 1 Addetada.-WtReat or graphic insurmems issued pricar to LSD opening of Bids vilitch, Acha* correct Ix rdierge the Balding RaWm mania in the Canhaact Documents, 1 2 roeel904he written ooenact between OWNER. and OR covering the Work to be performed: 61 Contract Dmmmenta aft attached to +A Agreement and=do a patthereofas pamidedtheem. 13 Amn{annogA Paymsra—The fmm acne by HNG wluoh a m be used by CONTRACTOR in payments mid which a to be aae01113 .� .Uorhl m�lmttfg d0elmlematlaR as a rewired by thee t'.ontraet Domm&ik 14 p Asbleseskws -Aty mBaatearms lio that at rcatmgs maahmaethan as into the sr above clnRt action levels aSaadid by the United Sow Occu omi Safely mid Reath Admwstnamn 15 Bed -The offer or proposal of the bidder submmed on the prescribed form setting forth the prices for the Warp to beWorrncd 16 B/ Deacwnents-The adverttsement or invitation to ri, . nistnurota to bddars that Btd tam and the proposed Contract Downtime (makidi g all Addends issued i ne- to receipt of Bids) 17 BnAhng Reyarmnems-The advertisement or excitation to Bid. instructions to bidders, awf iqe Bid form 18 Bond¢-Pufarmance and Payment bonds and other trierummaofseemny 19 Chun Omar -A document recommended by M'41NEER, which a agried by CONTRACTOR and OWNER and autlortens an addition, deletion or musion in the Wert, or an aipuament in the Contract Price a the Contract Tana, tatted on or after the Effective Date of the Agreement 1 10 Contruct Doetiewms-The Alpftmeat, Addenda (whirl ppnetteemm to the Contend Documeras) CONTRAC' Ps Bid (including documentarian mcompanying the Bid ail any poet Bid docramennatam submitted price to the Nance of Award) when attached u an "Intent to the Agreement, the Nonce to lmrocced the Bonds, these General conditions. s. the Supplememmy Conditions. the Speetticatwma and the Drawings as the E)MCG6MIIlAL COM MOM 1910-8(1990 cudawa W 01'Y OF FORT COUIM MWIFiCAMNS(RSV 412000) sane are more specifically idemlfiel in the Agreement, tithe with all Written Amendments. Change Orders Work Change Directives" Field Orders and ENGtNEERs written awn and clanfimbrns astaedpmstaalito Lpra S 36.1 and 3 63 to in after the Effective Do the Age. Situp Drmnrg su6mrtffiIs ire rred wings mfemd to in paragraphs 4 21 and 4 $ 2 arenet ConnectCoommerts III CwBmct Price -The morays payable by OWNER to CONTRACTOR fa completion of tha Work in s *4 Contend Comments as stated ra the Agreement usirw peregraph7191 mtMmseafUnnpncaWon iic) 112 Cemlrud Times -The mrmbere of days or the data sated in rho Agreement (h) In, attneve Substantial Complanra, and ( for sit) to complete the Work so that n a sun n m*+batwtr cax f fine] sera in a0INHERa withpaogmph )413 1 13 CONMCMR-The pawn, firm or corporation with whom OWNER hesentered into the Agreement 114 de efive-An adJ1ranve which when moddying the wad ark refers to Zle that is unsatisfactory fenity or deficient in that a does to conform to the Contract Documcru or does awn meet the regntrwnares of any mspeomon, rrdCeme standard, lest in approval referred to in the Contract Docunaams, whas been damage] pia to ENGWEERs recommandatmn of final pa at (unless 7wasnb" fa tie protectmon thereof has mounted OWNER. at 3tbsartnd Completion in accordance with paragraph 14 8 or 14 10) 115 DrotvMgs-The drawings which show the scope extent and character of the Week to be fumrdW ad performed by CONTRACTOR and which have been prepared or approved by ENGfNEER and ate referred to an the Contract Documents. Shop drawings me not Drawings as wiloluted 116 lrtvdw Dam of the Agrvenwnt--The date enhanced in the Agreement on which it becmates effective, but if no such date is indicated it means the date on which the Agreement as %VW and delivered by the last of the two parties to sign a l deliver III ENGINEER -The person, firm or txrporanon named as such in the Agreement I IS ENGIVEERs cwamhae A firm M corporation having a contract with I NGEP to fmnhsh services es ENGINEERS independent professional associate or consultant with r to the Pngect and who s identified as such in the Sup= ementa) Conditions 119 Field Order -A written order issued by ENGINEER whmdl W41US maar charges in the Workin art }paaragratth 9 5 bun whi dar rot involve a change m the Cate nth trs tprtce w the Contract Times 120 General Regniiwlurua--Sebboro of Division 1 of the Specifications 121 Matatdara WasteThe tam Havandous Waste shell We the arestrunil provided in Section 1004 of clue Solid Waste el! Disposal f42 USC Spcnon 69o3) as amended from e 122pa. Lass and ReguTatmns Lauer w Rovkhon*-Aay and all a cable laws, ilea, rogulaMxu, ordmaneae, codes orders of any mad all governmental bodies, agen:w. sudantta end courts lavugducidmctmn 1 Lend MakAng-ahall be tMse twhdays observed by the Cite oPport Cotbma 1,23 Liens -Lim+, charges, maamty intervals or ancurs it mou uport rem property or personal property 124 dg Adana A pptrgmfacgal avert specdted in the Commot Ikcummusretatsig b m ldetmed6u aimplNon dare a time price to Substantial Completion of all the Work. 125 Mainz ofAanrd-A written notice by OWNER to the its mucrosal'ulbdder wow* dot upon caxyshaee by epparmt aooeemePul Milder with die mndMwro prwedant emsaemted thtraiq mdrm the tine specified, OWNER will so nod delver the Agreement 3 X Matice to PmceaJ-A wrmm nonce given by OWNER to CONTRACTOR (month a cony toENGINMR) 6xtrg the date on which the Contract Tunes will cmnmaee to non and on which CONTRACTOR shall start to perform CONTRACTORS obligamm under than Contract Dooummts 127 OWNER -Thu public body or sushonly, corpdxalton, amotradm, turn or pasta with whore CONTRACTOR has arnared vac the Appxemait and for whom the Work is to be lmwded 128 Partial Manation-Use by OWNER of a wl>9naramllpp Completed part of dim ak for ere purpose for whichg is intended (or a related purpose) prior to Substantial COmplaftmofall the Work 129 PCBs-Pobchlor atedbipheryls 130 Petrakam--Pekolemn mcludmg crude oil or any fraction thereof which is IRprrd at stanhml co cimons of 14 ?=a=.andadidsand pressurex Per square mch a60 a�llute F such as end oil 'ipetrdanm�fael oil, oil sludge, ml refuse, limultne, kerosene and ml meal with other min Dfazucutis Wastes and nude ohs 131 Prryeci-The keel wnstnwum of wluch the Wak to b provided under the Contract Documents may be the whole. or a pads as irdu.med elsewhere in the Contract Documents 1 32g Radioactive Matend-S=dcq special raidea a typniduct material ss clamed by the Atomic Eringy Art of EXDCQVARAI.0 NDI1cOM5 t9lea(tM"Oem) w1(lT OFFORIC1 MMO ICAllOM9(REVeYiae) 1954 (42 USC Section 201I at seq) as amended from time to tine 1 2 Regular WorbierMows- wa home am ate as 7 0 0m m 6tlgl udess se s -Im d,e Gmnnafi Re namnmh. 133 ResidentProject RepmmeMartNe-The authatnzed representative of ffi7'©ft�lfifiR who may be asangwd to the site or arty put thereof 134 Samples-Hrymeal ammples of roticura y equipment or waha+melap det am representative of some person of the Work and which establish the 1standercla by which such portion of the Work will be 135 Shop Dmafitio--All dravhrga, diagrams, AlietratimyAscchedules and other date a mfbymnatan which amCONTRAAC ORfi cod prepared or by OONT R a illustrate scene portion of the Work 136 Spec atksts-Tiaaa potros of the Canard Documents cor mst6g of wham technical deaeri of mam als, equipment. Construction Systeme, standards mid waxkmmnsltmp as applied to the Work and mom administrative de ails applicable thereto 137 Sabcontruclor-An uahvrdual, firm or corporation havuga ddam aontmct Cosh CONTRACTOR a with any other a5rbcmimcmr for ile ptrfarmance of a pat of the Work atthesm 138 "sacirtrat Conpleemet-The Work (a a to the pout where inthecpmmm of 1514that has �RdEER ax evidenced by ENGINEERS defective certtficate of Substantial C eetiorn, it is sutrcrantly complete in accordance with this correct Documents, so that the Work (or specified par) cart be utdtaed for the purposes for which it u intended, a if no each certificate is remit when the Work is Conpp�le�tas and rally for final payment as evidenced by ENOINIEER.b written recommendation of Goal payment in scroadeee with paaawph 14 13 The terms subaanhally =plate" and wbitannelly completed as applied W all or pan of the Work refer to Substantial Completion thereof 139 Sapplerai#ary Conddan-fie ppautrtt of the Comma Documents which amemb or wppiemaas these, Central Cord morse. 140 Sapphvr--A manufacuuer fdancator supplier distribita mmera arms or v=ndos havtrg it direct contract with CONTRACTOR or wish any Subcontractor to furnish materials or egmpnent to be mmrpcuated in the Work by CONTRACTOR tar any Subcontractor 141 Undtiground Pacrhoes-AID pmehms, andmts, ducts, cables, wires, maiilmles, vaults, tanks, tunnels a oiler such facilities or attaclalerts, and any ceressemenes aanummg such facilities which have been cstaged tudergroumt tofamelt any of the folhwrag service, a matimle electricity nests. gem 1k it'd pholeon protiuxa telephone or other ct ru nwvatmre, cable rn�aiston, mtsoai sort r�inar removal. traffic a otter t 142 UMf hire Wm* -Work to be pad far on the hems ofumt pnm 1A3 Work -The crane canpleted omrtrudwn or the varaws separately Kkinufable Contract required to be firnsslted uMer theataft Work includes and is the result of ppeerfammg or Bonding labor arul in 1i mid eilursinent into die coromfirimbi�iteuaand 4 ardppark rtirmg�fmnsshng swam and fiamduag docummus. all as required by the Contract Domrmerts 144 1Yore Chwga Dirvcrvs A wramri daectwe to OONTRACfOR, maned an or after the Effecuve Date of theAgr�otart and signed by OWMER and roamammdad by liNGIMM� ordermg an addiarom ddiaoa or mmton in the Work or responding to di6avU a unforeseen physical conditionsada which the Wtxk is to be performed a provided in parsgraph42 a 4.3 or to Margencta U der par agna 62UI A Work C2iange Directive will not cluoW the pine or 1heCoritraa Tones, but a avdmum that the parties expect that the ctimige directed or docamenred by a Work Charge Duatwe will be toorporated in a silregnently rued C2uuge Order fbUming negotiations by the parties as to its effect, if any on the Contract Prate or Contract Tents as provided in paragraph 10 2 145 WnUm Anrm$nent—A written amerdmem of the Contract Tkwmmt% signed by OWNER and CONTRACTOR on or after the ERccttve Date of the Agreement and normally doing with the noriengaieermg a nonahaal rather than strictly constructimxdated aspects of the Contract Documents ARTICLE 2—PRELUMNARY MATTERS DeUvayofBandi 11 When CONTRACTOR delivers the executed Apecrents to OWNER CONTRACTOR shill also deliver to OWNER aide Boils as t:OMRALTOR may be required to fumdn in accordance with paragraph 5 1 CopiesofDneammitL 22 OWNER shall furush to CONTRACTOR up to tat copies (unless otherwise specfied in the Supplementary Conditions of the C mina t Docummis as are reasonably necamep� the execuuai of t1w Work Additional copses wig be furnished, upon request at the cost ofreproduc ton Canmenmruent ofConnuer Times Nence toP comtd 2 3 The Contract Times will commence to run on the *"Oh day after the Effective Date of the Agreereem, or bXDC QMQftAL CON1Xn0M rotor ayso Eduwt as CITY dwroarc LUM MWIF1CA11ONa tans nnooq if a Noboe to proceed is won, on the day mdtaud m the Notice to proceed A Notce o Pm E may he given at any time wiilun tinny days after the fiffechre Due of the Agreement. sasningthe WO& 24 CONTRACTOR shall start to pafam the Work on the data when the Contract Tatra commence to nai, but no Work dell be dome at the site pnor to the data on which tic Contract Timm eo r mauve to run Bq'an Sraremg i:tasMnamti 2.5 Before undertaking each part of the Work CONTRACTOR shag amRilly sNdy and comparetheContract Daamietta mid dmdt and vernir ath figima shown thereon and all apphm field messmama to CONTRACTOR slap promptly report in writal to ENGINEER srryry omrdjtt4 am ambiartity a dmcepani / which CON may discoverand shall abmn a written mtmpxsmman or eimnfiamon Bran ENGINEER bafaa pn"m with airy Work anieted therabv howaa CR' OR dmu not be liable m OWNER in ENGINEER fa farhm to report any antlia, error ambiguity or discrepancy in the Contract Docunienta, unless CONTRACTOR knew or reasonably should have known fleet' 26 Within tan dsyya after the Effective Date of the Agreement (unless otherwise specified in the General Requnmtems) CONTRACTOR shall %bria o ENGINEERfor review 261 a prelanmary progress schedule mdemmg ttunes (numbers of days or data) tor starting and pluug de various stages of the Work, including any Mdesoas specified in the Contract Documents 262 a prelunumry scheMe of Shop Drawing and Sample sdanmals which will list inch retp fired submittal and the units for u*nuttirtg, reviewing and proomungsuchsubmnmal IAZ no past will a ecf4k. _tip days for ooh review by Fiwgneada�n 21 v415lK{aS 263 A pelniuu ry schedule of value for all of the Wok winch wt71 include quanmltes and prim of awns aggregating the Contact Price and will mbehvute tie Work into component parts in sufficient detail to serve as the base for progress payments during dmnshmonri Such prim will include an appropriate amount of overhead aril profit applicable to each item of work 27 Before any Work at the site 4 started. MM RACTOR m4-ON4fs7b. shall arch deliver to the Other Off, with topes to ad Gondai N INi armfmvates of nsmmmoe (and other evidence of nuance wait er& o r who CONTs�'C-exd��wtq—roah�vatyare a regwced to purclmae aid mauam m sccordun with paragraphs 54;3bsadS 7 Ihseonamdba Cbn/ar ft 28 Within tweeWty days attar the Cortmd Tana start to sattemdodae CONTRACTOR. EWINEOR and others, as appropriate will be hold to establish a waking wdamndag amcng the parties as to the Work and to dmcum the schedutes referral to in pamwmph 26, pr000dwa dais ter 6 Dshoparn,' nit aam nd sub a obi playa IafNaOy AaarpmMe $MeAslac 29 On= otherwise crovided m the revisits for aoaeptaaitty to BNGUU%R. as provided the schedules submitted in accordance with corect"and squatter" and to complain and resubmit the ,whedulaa No progress payment tall be made to CONTRACTOR anal the schedules are submitted to and acceptable to ENG11,16E1Z as provided below The progrm schedule will be acceptable to ENG(NM m pwvtdu* an orderly prowmiort of the Work to msmpleum within any specified Mdestmes and the Co and rimek butameh aacceptancesewgdui�nncaiidw anpow m rr a aWak fix with air scheduling OONTRACCOR tom CONTRACTORS Gill responsibility dmaefa CONTRACTOR's schedule of Shp DO wad sal Samoa susonepta binss will be accble to RNa@iEF,R. as providmg a walmble arrangement for wriewug and proceswg the rapaed submials CONTRACTOR& schedule of values will be atxeptabte to ENGINEER as to form and substance ARTICLE 3—CONTRACT DOCUMENTS INTENT AMENDING, REUSE Intent 31 The Contract Documents comprise, the ease agreematt between OWNER am CONTRACTOR wixemol; the Work The Contract Documents are complementary what m called for by ate a as binding as if aged for by all The Contract Documoms will be construed in sceord nce wndh the law of the place of the Protect 32 It a the Meant of the Contract Documents to FJCDCUMQMAL CONaaaOM 1910E (IME(aam) Wi CTTYOFFORI COLUMMO CATIONa(KL•VL2W) describe a fanou a illy complete pried (a tlto'reat) to be constructed m accordance, with chit Contract Docimema Any Wank, materials a apnpmet that may remaably be tnFerial Irani the Contract Dommienb or Win prevahtig cuauan or trade west as asmg required to pmAxisi the attended result will he iamshad and perCamai whether or not specifically called for When words or phmma which have a welt4co wn technical or corWeuelim milimstry or trade meariatg are used to deeanbe Work materials or equipment. such wants or phrotxs shall be surproted in scetrdance wall that maemrg, ClanGcne sand interpretations of the Contract Dapmeras shalt be satat by ENGINEER as prorated in paagraph9A 33 Rslm" a to A mdw* mW Sprcrfiwnars of TeoAaseaf &Cidi a, Reporting aad Rewiring Dlacrepaader 331 Reference to samclmds, spemfaomxM iamtabo cudesoCaty kchmcal aoimety agpnmtmn a 9maesnon, or to the Laws or Reigulenas of any govammmud autprny whehher such mf verxx be spamfio or by implication, shall mean the latest standard speciflcanai, msiusl coda err laws a Regulations Bids (or m the Effective Dateetestlaof the A oAg te�mM iof dieers we e no Bulsj except sat may be otherwise specifically stated in the Conrad Docmuams 332 It dunng the perfamaraa of the Wok, CONTRACTOR disoaert any conflict, eror ambiguity or discrepancy within the Contact Doaanersta or bdvreen the Contract Documents and any pmrmmn of any such Law or Regulation applicable to the performance of the Work or of any such standard, apecifa:aum, manual or code a of my meaticmcn of any Supplier refer id to in paragraph 6 5 CONTRACTOR stall report it to ENGINEER in wntutg at owe, and CONTRACTOR shall not proceed with the Work affected thereby (e cept in an emergency a ambormd by paragraph 623) uml an amerdmatt or Intent to the Contract Documents has been maned i mh of the methods indicated in paragraph33 or 36 provided however that CONTRACTOR shall not be liable to OWNER or ENGINEER for fmdutt to report any such conflict. etror ambnnggmtyty or do Crapumy unless CONCRAM1 knew or reasonably stpuld have known thereof 3 3 3 huept as otherwise specifically stated in the Contract Dor:unens or as may be provided by amendment a supplement thereto issued by one of the metanda indicated in pamgaph35 or 36 the provisions; of the Contract Documents shall take precedence in resolvnrg any conduct, ma ambiguity or discrepancy between the provisions of the Commat Documents and 3331 the provisons of any such standard, speoifiatimahi,, manal, come or hmtmetiort (whether or not specs Hy tmorporato d by reference in the Catract Documents) or 3332 the Provision of any such JAW$ or Regulations applicable to the pufomma:e of the Work (uress witch an anepraeum of the froviswns of the Commot Documents would result in violation of such Law or Raguleutn� No provanon of any such aimed" "irlicabon, mmaai, cote a instruction shill be effective to ductile the Ames, and mspons7ikies of OWNER. CONTRACTOR a Is'NOINEER, a arty of than subcontractors, eatauhants, agents a employees Sour those sat fia* in the Contract Documents, ner shall it be Wactiveto maem�gh to OWNER. B43INEER or any ofINOIN Ella fbrsvdtarft ajserussa employees any duty or suthonty to sup"M a direct the flumsshg mor performance of the Week or any duty or authority to undertake responsibility inconsistent was the provsmm_ of paragraph 913 a arty odds pravaion of the 34 Whoneverm the Commit Dooumeta tho tams as mkr*X as directed "as required' as allowed as approved" or tams of hire em t or unport are used, entire ayecova reasonable stumble acceptable" pops or mtnfacuay or adjectives of like effect or airport we used to deselbe a requirement, dvcction, review or jumkvaam of ENGINEER as m the Work, It s attended that so requir met, duection, review or judgment will be solely to evaluate, in generat the completed Work for ecmphance wuh the re am of admilormationm the Corated Docwnets aml cmfoimmtce with the deign concept of the completed Project as a fummonmg whole as shown or radiated in the Convect Documents (airless than a a specific statement indicating otherwise) The use of any such term or m%ative stall no be effective to sop to ENGlNEER.any duty or autinorily tosupervrse or (bred the fiunWivV or or outidvdy to undertake ormance af the Work or any y ertake r eaporwMhty contrary to the provisions of paragraph 913 or any other provision of the Contract Documenb Amenrd'agand SaMemennng Contract Deeumena 35 The Contract Documeita may be ameneW to Provide fa addiuorq deletions and ravieons in the Work a to modify the tams and ccaWdts thereof in one or more of the fellmin; ways 351 u fournal Written Amendment, 352 a Change Order (pursuant to paragraph 10 4) Off hXDC OJEMA 6C 14)1710M 19104 f3990 uaaw? cot CITYC WRl Ca MMMHLAT10Na OUEV4a(100) 3 $ 3 a Work Change DuooGve (jtasomir to paragaph 101) 36 In addtmrt the teverements of the Cenmmt Di cmnents may be swdaneted, ad moor variations and davatiats in the t oik may be authmaid, in am or am of the following ways: 361 AFmWOrder (pursuanttoparagraph 951 362 MOWER$ approval of a Shop DrnwuV or Sample (puraoW to paragraphs 6.26 and M or 3.63 ENO]NEERs written aaapctation a clarification (pastures to pamgmph94) 37 CONTRACTOR. and any Subcontractor a Si>Ppba or ohe person a agimmauon perfamumg err fmnmsirig any of tla Work tnda a drat err siiroct eontrao with OWNER (t) shad at have or sapura OW die to or awneafip nghtt in any of the DmarmpA 3peaiflauons or dawmeus (a oaprow of any dumeot)peparad by or bmrmg the sal ofaIGINEER, or ING CawJem, and ( "I not ram my of such IhawaWk Speofiatti s, ath¢ domrmets aa�p�ex on aidartnore of the Project or ray other prgat wdlnut written consent of OWNER and ENGINEER and specific written vatfiauon or adaptation by RNOTNEER ARTICLE 4-.AVAILABILITY OF LANDS, SCIBSl1RFACh AND MIYSICAL COMMONS, REFERENCF POINTS AwdlaMGry ofLandr OWNER shall furnish, as ndircated in the Contract coft the lands Wait which the Work is to be rod, rWoofway and easements for atom and such cilia lank which are deamnated ten the OWNER shag identify any acusibmnas or restrictions not of general application but specifically related to use of lambso furnished with which CONTRACTOR will have to comply in pefrcmmg the Week Basements fa permanent structures or permanent changes in erssull f rulmm will be obmuned id paid Ca by OWNER unless otherwise provded in the Contract Documents. If CONTRACTOR and OWNER are urable to arm on emidemert to or the amount a cereal of any adjustments in the Contract Prior or the Contract Times as a result of any delay in OWNER s fumtsha these land-, n sof way a easealentq CONTRACTOR maayy make ant(Jium theregu as praded inArucks I I and 12 CONTRACTOR shall provide for all additional Inads and access thereto that may be required for temporary construction facilities or storage of materials and equipment. 42 Sahwrfaeeandphyseei CaneNNssa 421 Repora and Drmnngs Raferaue temade to the Suppameidarjr Conditions for admu5eation of 4,2 11 SAMeace Cordtdons, Those reports of sapbrimons and tots of imbwrfea conditions at or e�t1am to dim and dud have bans ubhmd by B9tisOIINEBR. m preparing the Contract Documents, and 4.212. Plaudeal Conafibm Thom dmwm of physsal condtmna m a rolmmng to wasmig surface or sd>murfiew strudttrm at a to the site uVocals uhsed by in p� Contract Document; 422 L*sWd Ramme by Cq.YMCMR Autlavfted Tedmewt Data CONTRACTOR may rely upon the Vowel awnacy of the'tedinewl dam ooldaimd in wch meats and 4mwmgb but soh resorts and dawags are not CmYract Doatmmts. Stich'tedumal dam' is ldcmt6ed in de Bupplementety Camki F:xeaotfor such mharce on such tedaacat data: CONTRACTOR may not rely upon orsudcsmuryy claim sgaumt OWNER, ENGINEER. or arty of ONOIINIi .'s Coraulauts with respect to 4221 the cornpleemess of such repaR and drawings fa CONTRACTORa pupnses� unhxhr& but not limed to any aapeca of the means mathaa, techru*ies, sequences and procedures of CONTRACTOR and tmu to be employed by shiny precautions anti programs nmiderttheraa or 42= other data unepetatiorts, Opinions and mfealatmn contained in such reports or shown or indicated in such drawuga or 4223 any CONTRACTOR interpreletmn of or caic isum dawn from arty technical dma or eanrhryy soh data mtetpreinnorK opinions or m(ormatlon. 4 2 3 Nodes of Djokping Subswfine or Phyteel CorxSnons. If CONTRACTOR believes that any subsurface aephyscai mndmon at a contiguous m the sae that is ellmroveslad either 4231 a of nmh a more as to establish that dny tecnmal data on which CONTRACTOR a entitled to rely as provided in paragraphs 4 2 1 and 4 2.2 ismaterially inaccurate or 4232 a of such a ramre as to regwre a change m the Contract focuments, or 423.3 differs materially from that shown or EACDCOMOAL CONU71ONb 191M (199obd m) wiaTY OF FORT C011 M MIxMFICA110M(REV t M, indicated in the Contract Dommenes or 4234 a of an ummal nature, and ditfes materially fray conditions ordinarily encountered and generally recopied as enemies m wont of the character provided for in the Contract Documaitathm CONTRACTOR shall, jvsfs � =Mil ihlgeJy after c inkowis aftectel wme: thereof mar 66eepafama any tfirlimir art c�cuiviicuttion L.dwewith C in on 46 and tlC#4iff1RRRA N�lgnt]l aLIeNR an4, ACaldltm CONTRACTOR aims nct trmdum diatab ash cmdtaava or perform aimryry Work m commotion thavwd h (except as afartseei)taww recapiofwrokmordertodoas 4.24 RNGIAURs Review ENOINfr7sR wdt promptly M" the pentium wrtdtpwq daammm die necessity of OWNERiabh umig arkhhared ¢�ploatma a toss with rresspyect theram and, advtas OWNER m wrung (with as and o inset CM f RA OR) of M,* NMg Railin 425 Possible Conl ract Docmnenls Charge If ENGINEER canoludea that a change in tho CahpaG Documents a requiredasa resrltofa wndimonulna meets one or mae of the categories in pmagaph 4 2.3 a Work Pueeuve a a Change Order will be issued o prm ad it Arimle 10 to reflect and doauncm the omaognenwei of such change 424 Pomtble Price and T may A4s iezarn s An cgwtatde adjustment in the Contract Price or in the Commot Times, or both, will be allowed to the c deht that the existuice of such wmuvered or revealed ooadman causes an mcreau or decrease in OONTRACTOWs coat Of or time required for performarw of dw Work subject, however to the following 4261 such cwalitmn mum meet day are a more of the catogories descried in paragraphs 4 23 1 duou i 4 23 4 mclu rove 42 rx2 a change in pas Contract Dowmapa pormsa to parsigaph 425 will not be an automatic authaeadu n Of nor a condition precedent to entitlement to any such adjusmenk 4263 with respect to Work that is paid for an a Unit Price Base any 4whnela in Cmarad Price will be suhject to the pro si a of parag * 9 10 ant l l 4 and 4264 CONTRACTOR shall not be whiled to any adjusmem in the Contract Prase or Timm if 42641 CONTRACTOR knew of the exaterax of loch conditions at the time CONTRACTOR made a final commitment to OWNER in reaped of Comma Price and Cmuea Tunes by the sWenisaon of a bid or becoming bound under a negdatedcontact or 42641 the auslasee of such condition, could reasonably have been discovered or revered as a renidt of any examinaon, investigation, exploration, test or study of the site and coMptosa HreHs requued by the Bidding Requoomerds or Conked Documents to be conducted by or for CONTRACTOR prior to CONTRACTORs making each fired commitment; or 416.43. CONTRACTOR fatted to owe the wriftert notice within the time acid requi ed by petegraph 4 If OWNER and COMPACTOR sm unoblo to agree on anrdaasst to or as to the amount or letngth of say each ei)ugebde adhe anent in the Contact 14ict or Contact Times. a claim may be me& theretor sir provided in Articles I and 12 However, OWNER ENGINEER and ENGINEERS Consulams shaft not be treble to CONTRACTOR for any claims, costa, rinses or damages aatemd by CONTRACTOR on or in co nee on with any other project or erntuapeted project 4.3 Physical Con s-Vadagrmaid FadBftea 4 3 1 Show or7ndowed The information and dam shown a indicated in the Contract Documents with respect to esisting UndeWroud Facilmes at or ggiuwo s to the site Ls on information and data finidredLLto OWNER a ENGINEER by the owners of �hrdergmmnd Facihtuss or b the Supplementary Udess n is egnre�y, ! Conditions 4311 OWNER end ENGINEER shall not be respdnsibla for the accuracy a conplemneas of env such mformsum or dane, and 43 1.2 The cod of all of the folktvuig will be included in the Conrad Price and CONTRACTOR shall have full resiwnnbihry fir (i) reviewing and Conrad Io cumertsbu) coordination of the Work With the owners of such Underground Facdmos during anatrucnom and (w) the safety and irotectim of all suLh Underground Faedmes as Provided in pwagaph620 and T"insig any damage therein resulting frmn the Work 432 Not Sjw,ar or Indicated If eaUnderg and Facility is uncovered m revealed at or cons Ces m the site which was not shown or indicate) m the Contact Documnanq (,ONTRACTOR shall, pt min ehawly after becoming aware duro>f and bvefwa further dWwbmy ondamns aReded thereby or performing any Work in comecum therewith (except in an emergaoy as rtquaat by panagaph 623) identify the owner of each Undergound Faubty and EXMI312iMAL CONDIrOM 19t" (IME(atimi wi OW Or FORTCOLUM MODIFICATIONS (aEw 4M)iX)) give wrMm AOM to that owner and to OWNER and 040INER ENGDOk will pnmfply renew the Underground Facility and determine the mdai, if any to which a charW is required in the Contract Documents at reflect anill dorm mint the osmequessm of the ewstehce of the Thdergound Poultry if 13NOINERR o mladea that a disallagom dw Contact CDhangeoem�wilr beesesuedaaponc�ednAARrcek110 to coded and doaamait such tpxaica. 1Tsrayt such tine. c0WAACfOR shah be mtporprWe fa the safety and prokctton of suchnaU�rdetaroimd Facihw ea awtdad in ehh620 LUNIXAL;IVX arexjggx branowed an mate the Contact Pate a an aedt eion of the Cc Times, or batk to dha saacy t that art agrjb to 610 wdatmhpm of any tiudagratsi.Fatdled in the Coatrass; tItyatwh aannd dret CONTRACTOR ddd ad ionow of and Ar to a the amnaM a in Contract lame a iR may make a dean 11 and LR However my clause, cost% losses or damages irnurral a warned by CONTRACTOR on or fn connection with any other pruned a arnatpated project Rgkresce PmMx 44 OWNER shall provide oWneming survays to establish reftroiue palms for construction which in ENGINEERS jmlgamx art niecesaary to tpmble CONTRACTOR to proceed with the Wwk CONTRACTOR shell be respassible Rir layaig out the Wok, shall protect and preserve the established reference pones and shell make an changes a relocations without the prior written approval of OWNER CONTRACTOR sled] report to ENGINEER,, whenever any reference point is lost of destroyed or requires relocation became of chug" in gratin a nd shiall be re�issen a for this accur reptaean�� areloation of such reference pones by professionally quahhed Personnel 4.5 Axk din PCDY Pesufam Hamrdeas Waster or fdtd ASOOvt M40nat, 431 OWNER shall be reeponuble far any Asbestos, PCBs, Pencleum Haaardims, Waste or Radioactive talaterad uncovered or revealed at the site which was not shown or indicated in DmwnW or 3Pe aficatara or iduai't%d in the Connect Documents to be within the scope of the Work mid which may present a subaiarmal danger to persons or �ru�ie�g wpxW thereto in connection with the Work at [ht slier OWNER shag not be responsible for any such materials Ismight to the sne by CONTRACTOR Suhcosracrors, 5iipp�rem or anyone the for whom CONTRACTOR is responsible. V:a 1(sh 13 sa.M I_a7U 1.7,10 111 ti.YU tv Yal a; Parjowrenor, Pgpmeat and of"rBmAe $1 CONTRACTOR shell funaeh Pedamar ce and Payment BondaT each at an amount at best egOW to the Contract Prim, ea secunly for the fed" perfam rm and ppaaymdd of all CONTRACTOWs ob saki the ('.altmct Dob=W& Thew Benda remain m ffea. at least nap] crte year after the date when fatal Payment bandana disk aMD" r ptovnded oherwae by Laves a o the Contact, Doaanmaa. CO OR also beak sutdh Other Blab as as pmwuaa omaarlae by Laws o Rtgmataam and 1p eaccthtal by each sureties as an named in the avtat bat of sCompamss Hal& Carnftrates of Au o Acceptable Sureda onP Beak and W Remain Comparme in publudad in C7rouhar 5T0 (am mde by the Auda SM$ Bureau of C,owmdoem Fawmmt Operetnaq U&Trmsmy DApartment All Bomb signed by an again mast be accompamed by a emLfied copy of such sgem's authority mom 5Z If the surety on any Bond t4mmhed by CONTRACTOR is declared a bankrupt or becomes insolvent arts rWM to do baseman is terminated in any seats where " partofthe Pnt o t a located or n ceases to meet the ratptuemhents. of paragraph 51 CONTRACTOR shall within ten days thareafter substitute another Band and surety both ofwh ich must be acceptable to CWNBR 5.3 Lncimsed Sareditr and Iasa ( c*fjostes of INaaraNet. 5 31 All Bonds and insurance, required by the ConbW Documents to be purchased and maintained by OWNCIt or CONTRACTOR shall be obtained fran swaly or examines oomparees that are duly licensed o mahonasd in the jurisrperon in which the Prgc t is located to isase Boob or insurance policies fa the Tenets and ovean" to resWu+sd such surety and mount" compamas sheik also melt such addmarah IngaeP,ID61aS and quahficatsos as may be provided in the Supplementary Co mbuces, 532 CONTRACTOR still dehwer to OWNER, with epees to each additional seemed Identified in the SupplemenWy CombadmT certificates of insurance (and other evtderce of umaence, requested by OWNER a airy other additional insured) which CY.INTRACTORis teWred m purchaseand mamam in accordance with ouaeaoh 14 OV94ER elicit EXDC0JP,IXAL COMA IOM 191"(IM h4mm) wJCITYOi FORT MUIMMODteTCATTD' OtCNd 000) SECTION 00020 INVITATION TO BID Date April 7 2008 Sealed Bids will be received by the City of Fort Collins (hereinafter referred to as OWNER) at the office of the Purchasing Division 3 00 P M our clock on May 8 2008 for the 6099 Drake Ziegler Improvements Project Phase III BID NO 6099 If delivered they are to be delivered to 215 North Mason Street 2nd Floor Fort Collins Colorado 80524 If mailed, the mailing address is P O Box 580 Fort Collins CO 80522-0580 At said place and time and promptly thereafter all Bids that have been duly received will be publicly opened and read aloud The Contract Documents provide for the construction of Bid 6099 Drake Ziegler Improvements Project Phase III Drake/Ziegler Phase III Improvements begin 100 feet east of the Drake Road/Environmental Drive intersection and continue to Horsetooth Road The improvements include minor earthwork water line installation stormsewer installation one cast in place 20 x 7 box culvert one precast 4 x 8 box culvert full depth asphalt roadway installation curb and gutter installation sidewalk installation The Contractor will provide construction surveying The City will provide traffic control The Contractor will be required to work with our traffic control supervisor Material Testing will be provided by the City and performed by CTL Thompson Inc of work 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 Contract Documents will be available April 8 2008 A prebid conference and job walk with representatives of prospective Bidders will be held at 1 00 pm on April 17, 2008 at 281 North College Avenue, Conference Room A, 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 1 City of Fort Collins BuySpeed https //secure2 fcgov com/bso/login s 2 Mercury-LDO Reprographics www mercury-ldo com Copies of the Contract Documents complete with Construction Specifications and Drawings may be viewed and purchased at Rev 10/20/07 Section 00020 Page 1 COATRACTOR v MaM6y fmaemrrtr 54 CONTRACTOR shall pwahase and maintain such babihty end aihc as** ere as m apt ow fir else oak being ixrfomed and may net Earfataha7 aced as will pmvou paotecnon cl am bell" may mac tint of or result from f70T1T'RACTORb comment wed tamsdnng of the work and COME other obligpbom under fee Contract Daamrerms, wheeb rit s to be performed a Awnuhed by CONTRACTOR, any Subconttrracttoor or Svppha a tg anymrm drecdy or ihcW yed by may of sham to perform or Nermah. 2 M lable� a by auyate for whine werarg of them 541 oteuna under welters' ccimpsi anion, disability bendiitsand tatter similar emplaya banfe anti 542 clams Pot dmtagas Immuss of bo j spay, occupational acmes a dmswce or dwih of CONTRAC OR'semployee, 5 43 elms for damages because of bodily ngury nekness a dereare, a death of any paws olhm then CONTRACTOR'S aesplcysas;. 5 4 5 claims for damages, other than to the Work welt because of ugury to or dostrudwn of taagsble property wherever locate), including loss of use rasdtung ther�fdm and 546 claims for damages bemuse of bodily injury or death of a or property damage erring out of the ownr.mvaenenee a use of any moo vehicle The policies of msimin+e so required by this paragraph 5 4 to be purrdmwd and maintained shall 547 with respectto insurance required bbyy paragraphs 5 43 through 5 4,6 inch awe gW 5 4 4 indade as additional Insureds (sub)od to any Customary exclusion in rasped of professional Imbnh%ly OWNER, ENGINEER, ENOINEER`s n.onesuanno and arty other personsa amdtes ulem fled in the Supplementary Con Loom, all of whom shall be hated as additional al maurWk and include coverage for the respective offcen and employees of all such adchbuml insures, 5 4 8 include the specific coverages and be wntten for rml Its than the limits of liability provided in tit Supplementary Conditions or reclined by Laws a Regulations, whichever agreater 549 tncludc conplaed apautras trsumnce rsnCrJCOEA�aaAL rUN1NTiONe IAIaE rnAAo adlMta W01YOFFOaI r.UL MMODIFICATIOte OUN42aaa) 5410 include, contractual habdLLy maaamoe cow" CONTRACTOR's mdemnnty o om uMrrparo612b16andQ3lt}veMgh 33 5 4.11 ooedem a provision or adamma t that the oovenge atfaded will not be cancelled, metenalty dmsgad or rawwat refused until at kadty�y dayd price wzbm notice has been Writ to OWNER. and CONTRACTOR and to each odor akbaonsl insured ndamtfled in tin Supplemenmary Conditions, to whom a dr4cata of mm z= has been mewed (and the oaudioatas of istasnra fnmmMd by the CONTRACTOR p>ummot to panegraph53,2 will so l"desk 5 412 rimrmn in e@ect at least until fuel pepmant and at all tat"Ahereafer wbert CONTRACTOR may be oareotuug, removing ar replacing Wok maccoodpwawahpamgptph1312 ar� 5 411 with rasped to completed operations inavmea, and any nmama eo"t wrilum an a claw"ade base, remain inMet fo at leasttwo years alter final payment (and CONTRA('tM shall fwwh OWNER and east other additional assured tdenhlkd in the Supplementary Coruhtrnna to whom a cotdicam of audience has been issued evidence sattaii to OWNER and any such sd u"I intact d' omamamtmn of such stemma at final prymam and one year thereafter) OWA�R's Ljabrky7npmmnce 53 In addition to uearance requited to be lnorld ed by CONTRACTOR under pamgreph 54 OWNER at Tcptmn, may pmchme and mammon at OWNER expense OWNER's own Lability insurance as will protect OWNER spent clams which my arms from operations coda the Contract Documents PreperV laaurnetc 56 1Lnass ovtded->R•ehe--Supplementary Geadnuona. OWAiB l—p-xad-eremmen io-sock siak+asble- 541--mdude,—dh-aturseta--ef--OW#bR attntea-vide so- mtdshsllba heteduaen-am+aedaFadrkxamlmsared- �YIM�M4�+41's4YhMf PRIM- M ���;. .gwgjg 59 OWNER shell nd be respc mhla tar purdwsmg ead msvA mmg any property trtsmsvoe to WoNct the mtovsts of CONTRACTOR. $ bcwm'ecbxs or *Am m �mwfier}-1R- of 10 EKWOfti MAL CONOITIOM t9l"(19" Wow) al LIWFORT M"MMOOIFICAMON9(REV4RM) RmrfptasdApphendatgfbmaraiwe Premrr& S 11 Arw moved lama tender the volatn of amrance , ac their interests may appear subject to the asts of any applicable mortgage dam and of 6513. 0011M idre6 dsptmt m a separeta very moorsisdt aecerAd, and shall dhmlmra t m interest ch. If no other itl erg and is�rem,died the l Work shall be spared argtlssomi the van" sir lied an aCwtmt thereof mul the Wale ad the r covered by an appropriate Client Order a 513 OWNER as fduciary deb lava pours to schist metal settle any lose with the Imuna3 unlace rem of the pathee in intent shah object m wahm fifteen days efts the occurrence of loss to Ob stemma of this power It eon objaafamf be matte, OWNER as 6rUc�iaayy dell make easterner with the commas in sans rdatao veil such wean* as der panes m interest may reach If an such agraaaarx among the parties in interest m reached, OWNER a 6dueauy shall aa'bum aced settle the loss lwth the animators I III eliall-gtve-6msd-fa-ilea Acceptance ofSaedr andlnmrance Opiem to Rejdace b eoum m der coverage afforded by a t )3aark-err nreurmtca required to be maintained W the Other p%* accordance w Article S ru the basis a wntb the Contract Doctunertle the Partial Un6z2ft -Pmprrty Itrmaunce 515 H OWNPA Grids t necessary to occupy or use a Portion or por mre of the Work prior to Substantial BrOCOENFAAL COM N70Me In108 (1a90 EJlwi1 W CIrY OFMkl CULI.ITHMOtlnil II()NS %EV 4C000) Complabat of all the Work mull uac or ompsitcy may be acccomp shed m accordance with pet�tph 1410 ppaeoovvriled that rm wdi Am or occupancy atoll commence before the rmnada pravu6ngthe goperty mmrarece We acknowledged name therarf and in Witmg eMvW arty datum in om&W necmartaaad thereby The o mrea p"Ift the proper+/}' ro anee andt consent by eadorsomem on the poUcy of polio^ but the potspeiy wause is doll not be canealled a permitted to llaappa�ee an account of any arch partial use or oumgww ARTICLE 6-CONTRACTOR'S RESPONSINUTIES skgm wvn "afskoedniendowC 61 CONTRACTOR dell mtgterv6se, myleet and dead the Work empeteotty ad wetly, d vdm such attention thereto and appiymg much dells and Oration a a m with rc the ry to CoM act Dnmaorm the mia� O CONTRACTOR tigqauhnal,lba solely rnpmmbk lathe memo, and favocifim of cmvmd at, Mel OfilltAC AR shall not be ramporutble for the negligence of others in the design or mpoa6ntavn of a Specific means, method, tobmclm sequence or proaedae of tmrnhuetron which is shown or mtlicated in and cavressly required by the Contract Otaasnars CONTRACTOR droll be reapamble to we that the completed oDocuments,pom Work ophes accurately with the Contract 62 CONTRACTOR shall kelp on the Wok at all uma during its prq;mw a earn x Mang mperiutadatt, who dell not be replaced wthom Written notice to OWNER and INGINEER except miler ocaaerduety ammimsasves The supemrtendaM will be CONTRACTOWs representahve at the stir and shall have authority to ad an behalf of CONTRACTOR. All oommuraeatiom to themipertatendent Shalt be as banding m tfgivm to CONTRACTOR Labor dfarerfatramdEqutpment 63 CONTRACTOR shall pruvde competent, suitably qualified paaWmel to survey lay pit and construct the Work as required by the Contract Domrmems CONTRACTOR shell at sE tunes mamem good dmcipline ax1 order at the site Except as otherwise requmd OF the safety a protection of pawns or the Work a pi»Fwty at the site or adjacent thereto, and except as otherwise inch aaad in the Contract Comments, all Wok at the site shall be pafarmed ritamg regular waking hccas and CONT CTOR will net permit ovenrme wait a the ppaa��fe mence of Work on SatunYy, Stanley ar city legal tidally wuhxtt OWNERS written commt glum after prim Witten notice to ENGINEER. gan no less n 48 boon m advaroe am W m txrGvmed m Saurclev. 5unday. Hohdava a ooade the Ranmler Workaea Evers 64 Unless odherwim specified in the General Reyuveme to. CONTRACTOR sun finials and assume full responsibility inr all materetls, egmprnen, labor neraparlatia% unet[uctset eWomaa and machinery loch, apphonora, fire!, tower lotht, lust. telephone, water faailsa am �a � tetma nee neiodmix;cessary yfor and all cow him performance estmg. and�oft erg, 't,.•,i,.t r, a 7 aZII*Mkil aIlls- 65 All materials and auipnent shall be of good �y and now creept as of emse prondad in the Documents All wamnnaa and teen scdfitrally called for by the Snemfiaanms shall amratdv CONTRACTOR shall 6rmaeh aatLdbcttty avyleee (mckrhrg reports of rerpured testa) as to the kind and gahty of mRWWS and equipment. All materials and 40D be a t aremU eteaned and �� uotud m s ee wrd avervi ems of the applicable Supplier omit as othemn Pm rMSakamtle. 6.6 CONFRAVrOR shall adman to the progmm schedule estabhshad in accordance with pamtyapb 2 9 as it may be adjusted Goo time to time a provilal below 661 CONTRACTOR shall submit to ENG94EER fa acceptance (to the erdcnt adwated in 29) proposed adjustments in the progress sic that will not charge the Cawad Times (a Mrkutenes) such adjustments will coafotm generaily to the progress schedule tmma in effect and additionally will comply with any provisnoa of the General Requirenenaapplicable thereto 662, Proposod adjustments in the prag tots schedule this will nge the Contact Times fa Milestones) dull be suimtittai an accordance waththe requirements of paragraph 121 Such anbumnads may sly be mole by a Chimilge Order a Wrom Amendment in accordance with Article 12 fs7 Subaiteala and Or-F4nal Isms 671 Whmover m den o[ material or ogwpnem rs spwAtid a described in the Contract Documents by u" the times of e ppropetiay item a the none of a particular Supplier ilia spccftanon or dasmpnm is intended to emWash to type, fuomm and guahty, requred t)l= the specification or chempthon 12 1,X=QEsmt'v' Comnnow iatas (jsvoamat,,) Wi CIWO PORIOOLUMMMMCAnOMOtLN4)2 W) coimaim or is ftdtpwoel by wotdsrcadi g that no like, egmvtlft or "a-quaP item or no Ambsti unon to permmsd• other ism of material or apapenent a material or equipment of other Supplies may be accepted e byENGROM under the k4ewmg caointstw" 6711 Vr-Egtml' If in ENGINEiR'a sole diaaeuan an dem of material or equipment be aaaitlaed by ENGRAMR as an item in which case renew and of the YrcTosed itaa they, in M=% mole naaaak be acaomphahal wtAeut compliance with some a all of the roqurremeafor 67i1aEoiabahla kmr IfloncPciaod Windows discrcam an Item of motmtat or at an `a ewal item under subppub 7�7 1 it wilt be catuddtd a proposed ahbamute ubem CONTRACTOR shag suborn su65ema mfamatem as Iosvided below to allow ENGIIdEERto dotamru that to des of material or etyrripmera prapesed ten "woolly at"Ient to that named and an acceptable mubse tote therefor The procedure for renew by the ENGINEER will include the following as an eded in am Craheral Requirements and am $NGINERR may decide is appttpttate *der dae ctmtmmunxs. R.egttesm for renew of proposed substitute items of mammal a epagamemt will not he accepted by ENGINEER GGam anyone other than CONTRACTOR If CONTRACTOR wishes to Gtrmsb or use a substitute mnn of material a egmpmem. CONTRACTOR sun first make written application to ENGINEER for acceptance themot certifying thtthe proposed mubatauta will perform adxpmtely the functions and aditive am results called for by the gmmal demon, be mercer in substance m that specified and be suited to the sine use: as that specified The appluaum will late the OWA,. If any to which the enlust h and acceptance ere the cored suMilute will prejudice �NTRACI`0 ,red of Substantial Completion m time whether a not soceptana of the subsu'mte for use in the Work will r¢cgtire a c"" 0 in arty of the (.mGam m Doc ents for A. die provisions, of my direr Jima crhtad with OWNER for work on the Projed) to ada the dew to the proposed subsume and whether or not m��nnranm a use of the substitute in connection with the Work a subject to payment of any nano fee a royalty All vanatmaw of to pprrtq{maeed stootdme Gam out specified will be ident+fud in the apptation and avmlable maintenance. repair and nplacanmt mervace will be satiated The application will also comasan itemized estmak of all cats a credits that will merit directly or ndredly from acceptance of such s ibsmuta mctudi g costs of redoop and dams of other contractors apbded the hich be byop�d by sNal ERR m ev te ENGINEER Myt V the CONTRACTORsubstimtto fulunA ll is shout the propcsedsubsutute. 6 7 13 COM ACrOR's &Pvramr All data to be provided by CONTRACTOR in support of any pa C�eWei carsubauhrte item wilt be at OR'satpmrse. 672 Sahsrihte Cassuuctmn Asatharb Pmedmas if a specLLte means method, taehnupre, aa��uumee a Procedure of rnnswctlm is shown Or udtceted in and raquuud by the Contend Ih7mmanta, Z=Clk may Awash or Vkhm it what** moms, method, tcchravet, segtiance a COo ENGINEER. NTRACTOR alma arhmtt ffiffi of conshischou �, mfgmeGm to allow ENGINEER, as ANGINIWa sole d scrabm, to detemmis: that the substitute, proposed rot �uvalid to flier. expras* new Rr by the Cmbact Din 60t, The prooedum, fa ravhaw by ENGINEER will be sunder to that provided mattbparegraph6 712 673 Engineer's Evaharton ENOWEER will be allowed a reasonable time wndan ¢4ttch m evaluate each proposal or submdmt made pursued to pssrVVhs 6 712 and 67 Z ENOINEER wallbe the sole judge of acceptability No or -actual Or wbamhte wtE ba ordered, u)mltad m utdrmd without ENGINEER: prior wntArn acocpmncc which will be evhdan od by either a C h e rOrder u an approved shop lf groIm CONTRACTOR to shat CONRARs expends a gnecul performance guaramae or other surely with respect to any or -equal a substitute, ENGINEER will record time required by ENGINEER and ENGINEERS Consultants in evaluating subsurutes proposed Or submnte l by CONTRACTOR puramsa to paragraphs 6 712 and 672 and m miter* changes an the Conere t Documents (( r m the ovations of any what data contract with OWNER for work On she Pr ct) occesoned thereby Whether a not ENGINEER Ca subdaute item to a submitted by RACTOR CONS OR still rembase OWNER fa the charges of ENGINEER and ENGDMMs Consultants for evaluating each such proposed substitute stun Concerning Subetwoodom Sapphers and here 681 CONTRACTOR shall Out employ any Subcontractor Suppher a otherpersons a p m (uxiudaal those acceptable to OWNER Oral ENGDUM as indicated in paragraph 6 8 2) whether tribally a as a substitute agamt whom OWNER a ENGINEER may have reasonable obj thou CONTRACTOR :lull not be regored to amploy arty Subcontractor Juppina a other person a Orpn athm to furmsh a perform my of the Work agmrmt whoa CONTRACTOR has reasonable Object" r t t in of ruv x no accePunoc ry vwrorus a @1G of m y such Subcooracla Supplier Or alter poram or orgemzattm shaft +wsudute a waiver of any rght of OWNER or h'NGMEER m rejca def env Work 691 CONTRACTORS all be f sly r e to OWNER and ENGINEER kr all acts a� are of the Subcontractors, Suppliers and other peraxs and agmnzatiad performing or furcultmg my of the Work under a direct a shred contract with CONTRACTOR ,1fuse as CONTRACTOR is responsible for CONTRACTOR: own acts and Contract Documents shall croak for the benefit oin f any such Wbcootracter Supplier a other peram Or agamaatmn any contractual relationship between OWNER a ENGRJfiER and my such Subcontractor Suppler Or other peons a agsmzauon tha stall It Create any oblgatmnon the par[ of OWNER a ENGINEER to pay or to see to the payment of my moneys due any such Subcrnrmtrn Supplier or other pawn Or orgamratmn except as may otherwise be required by Lawsend Ragutahou. O<YNyyi ENGINEER mev furmsh to are subcontractor. s roll a jjrrwn 5g Sg1iRtLaum evhderce�—amuuroa d t CONTRACTOR m — ecra�er rue xnnh CONTRACTORS Auohemaaa far Pavmau' tilCt)60EMIe1tAL CYSNLNIt Oe$ IYI08 n496 EUlhup 13 cot CITYO F I4O MMOOIFIGATIOMIauV1R60e) 692 CONTRACTOR Shall be eoleW responsible for scheduling and coombsntirg the Work of Subcontraciam s and other or performing famesh aanyyoof the Work moiler a direct a i direct contract with CONTRA(.TO2 CONTRACTOR shell require all Subconan tom Suppliers sad such other persons and orpm movie peduma a or flamatld�ta thOf am rough Work to atsnmunuate arch the IIS CONTRACTOR. 610 Therhvismins walsections of the 9peaG5wtions and the danhfications of g D shall not control CONTRACTOR m d 4m tom Work among Subcontractors a or debrawa ng the Work to be ferforthedbyany =trade. 6.11 All Work petPamrod, for CONTRACTOR by a Subcontractor or Supplier will be pianuant to an a a agraaticat betweenCONTRACTOR and the ea or r Supplux why speotfosEy bands the Subcontractor o Supplier applicable tams and condlbons of the Contras Documents for the bersefit of PatwO Peesaad RoyaWm 612 CONTRACTOR shall pay all license fees and royalties and assume all cats modem to the use in the perh+miame of the Work in the t mhon in the Work of any Marmon, dasrgn, process, product in device which is the subjea of perm ngits or wpyngfis held by since. It a particular uwerawn deign, process, product or device u ssppeeaafuA in the Contract Documents for use in the psrfomternla of the Wale and if to the Raid knowwr of OWNER a ENGINEER Is use is atbhxa to palest rights or limem fee or royally othemhts �theaOUSI Od of suchthe payment of hrrtplss mails be disclosed by OWNER in the Caused Doamlana To Use fullest extent permitted by Laws and Regulations. CONTRACTOR shall underarm and hold harmless OWNER, ENGINEER, ENGINEY a Ccrosullmrts and the officers duractom cmpkyrees agats and other c naultans of each and any of them fncn snit against all clams, cats, losses and damages ansalg out of Or resulting fro= any uthmvolent of petit inor ouropyrlghts uladent to the tie m U= performance e e� the W rk a resulting from Uw incorporation in the Work of any, mvenuon, deign, }roots, product m device not speaBod in the Comma eras bJCnC Oh]iERAI. WNDITIOT5191a3 (19906dUm5 14 wl CITY OF PORT MLUMMODUTCAT10Na mEw eSWa) Pengitx615 pprr� pp ry Conditions, ,CCONTRACT OR shell abtem and pays fall wratroctum permits and li :emses. OWNER still anew CONTRACTOR, when necessary in clStmeng such permits go the dhousm. CONTRACTORall ammaof�and �fees necessary �m� posautron Workare applicable at the time of of Bids or if then we no B1416 on the pEelhouve Data of the Aveernem, CONTRACTOR "I Work alit O'Wf R d V owners for cvue maxis of each a the dw owners for capital coats ranted ty an hereto such as plant awirsmient refs &a LawaandRegafaaaas 6141 CONTRACTOR shaA gginve sU mimes aid with all Laws and R�ulatlpts 7app1 a ile to of the Wwhen expoessly byapppplreeble Laws and Regulations, nardw OWDiER nor RMINRER slap be responsible for morru mng CONTRACTORS compliance with any Laws m Reguiatrcos 6142 Tf CONTRACTOR performs arty Work known Or h7 rasa. to know that a s contrary to laws or Regulations, CONTRACTOR shall bearer all clams, cases, lasses sort damages caused by smug out of or therefrom however a shell sit be CONTRACTO s lmray respaslbsbry N make arum that the Spec bans and lh swaumhy are in soomilonca with Laws and Regina one, but the shall not relieve CONTRACTOR or f ONTRAC'TOR S Obligations; under pa"mph 3 3 2 lax" 615 CONTRACTOR shall pay all saga, consumer use and other swular is= required to be pod by CONTRACTOR in accordance with the Laws and Regulations of the place of the project which are applicable dwTng the performance ofthe Work 615 1 OWNER Is enema{ Tram Sier Colorado aal ens err JpRIRm& e ptr nit tallY_un«mluan9s the P�te4 ?§slimes shag Act _bg,included in the Contract Price CONTRACTOR must gMY I% ail rcalvs. e Ccmfxote of_ Cxealmn flan Uie Cabndo fkTre-^^+aria of Revam Fa a..n .,+ +••—�Ia to bg_� IrnIT,yt mcgppggtpd onto _the Tl� �Mt13aa4en_of _ RRa2._pco£Q�t�te in his CONT CTOR shall mrthar�nor include m Bid.es ant Use axes on dwee bit ,gnd cnnstrogam materials vhvoaUv mcamnt� Inc the mrolea Addrcss Coleco Deowtincra of Revenge State (amtal Amos M71.a,a171 Rn1i • era ,':.e h �i. _�r s !; � ,.u! xc. v _.:.., ��¢n��, n cr.uer•. m., v a afl3radam 616 CONT -s TOR dal rwnfine construcuao equipment, the stomgo ofmdera s and equipment and the operations of wakaa to the an and lard and areas absmHW in and pmmtited by der Contact Documents and Other lard and areas pormmod by Laws and Regukman, nlha-trFway pwmdis and casements, and stall not uaeesom y aawh or the premises with construction ens a other Milani a egmpmaR C�fIM A4TOR shall mourra fill responsibility for any derni to any such land or arcs, or to the coma or occupan thereof or of arty adfacea lard or areasresulting from the paribreami of the urk. Should any made by a such owner ause one pmforma ne srtho Wok, CO OR shall promptly setter with such ahr party by negotiation a otherwise resolve the claim by or uo n or odw dome resolution pmaeaMg a m law OONTRACTOR shall, to the 6, lest extent permrv,z by Lava and Regulations, indemnify and held harmless bWNRli, ENGINSM ENGINEERS Consultant and anryma directly or adrectly employed by any of them from and almost all clot mx, cases, losses and damages arsmg out of or reading from a claim a scion, legal a equaabl% brought by any such oamer or occupant agause OWNER. ENGINIMR or any other party udemnffied ]nrrtwtda to the client mused by a based upon CONTRACTORis performance of the Work 617 D umg the posmos of the Work CONTRACTOR shall keep the prom om free Gam occumulatiom of waste mateaK mbi and atha dues resulting from Use Work At the mmpehon of the Work CONTRACTOR del remove all waste materials, tub" and debm from end about the primsa as well as an tools, appinancns. conaruchm oWi men and machinery and surplus mattnals. CONTRACTOR doll have the site clean and ready for occupancy by OWNER at Substantial Completion of the Work CONTRACTOR slml nature to anginal condition all property not designated fm alteration by the Contract Decusenla 618 CONTRACTOR slat nor lend nw pavan wry part of any structure to be leaded inwmer that will endanger the structure nor shall CONTRACTORsummer subject any part of the Work To adjacent property to stream a pressuros that wnl endanger a Record Dooammus, 619 CONTRACTOR droll row asm m a raft pl at the site ore record copy of all Dmwings, : p9 0% Addenda, Wmhen Arms dmero. Change Orders; Work Change Diretuves, Field Orden and written marptntsbos and chnGmhas (uaaed to paroli94) in SOW miler and msftled to show all charges mate omnft bwL These record dowmaYs toaafitt with an a ad Sempee and a coell aR cd I�Drawmge wilt be "Whilb toMsGNM for reference, Upon Oumbdawn of tte Wok• am vireir to release lMmmeoi these record documents, Samples and Shap, Drawings will be delivered tomGINPER tier bi Ssftandinnoleta r 6.20 CONTRACTOR shell be impossible for antiehrg, marAWnirg and MVMY S all saft��cy, procamitions and propose; in connection with the W CONTRACTOR aholl Ww all necessary praautaai for the se[ety at and ai p ati the necessary proammnto preverudanage, mpuy or loss to 620.1 all persons m the Wark intoorwho may be alluded by the Work 6202 all the Work and mwanals and oqugmrma m be incorporated thereon, whedra in storage on a off the site and 6.203 attar property at the sue or adjacent dw m uuhdmg troeg shrubs, towns• wades, povanana, roadways, snutlures, utt{rtxs and Underground lamhues not deagnoted for removal, relocation a replaceenem m the r:arae of+xrnatiuctnon CONTRACTOR shall comply with all applicable Laws and Regulauas of any public body hinijunsdictior fa safety of persons or property or to protect therm fran damage slur; or lass and dal sea and rommem an TRfch rof and trtCONTRACTOR shall ufyowwnos adjacent property And of Underground Facilities and uta awaawhen m pr secan d' the Work may allied and and shell cooperate with them in the protection, removal, rekrcatton and replacement of theer property All dama$a, juj a loss 10 any propety referred Win paragraphs fi.fQ2 Or 6 20 3 mused, daecllya mmineetly in whole or in pan, by CONTRACTOR arty Subcontractor Supplier a any other pardon of organuation durect r adraYly employed by any of Urea to perform or f airy of the Work or anyone £mwhose ails a, of den may be lable shall be remabed by CONTRACTOR (swept damage or loss attributable to the fault of Drawings or Spaedoemo s a to the ace or omwsias of OWNTM a ENGINEER a INGfNEERs Consultant or minions employed I any ofthem or"tine for whose acts any of them maybe labla and not sttnbuable, directly or indirectly a whole or in rto the fault a negligence of CONTRACTOR or my omrnctor Supple or other poem or apinammon directly a aectlemployed my of done) C ON TR�ACTOR's dupes and respormhlmes to the sa y end protectionof the Work slaIlt commie anal nah lane m all the Woks competed and ENOINESR towns+red e arCACOENFRALCONNTIOtfa 191e-8(1490 Who.) 15 col CTTr OFFORTCOU M MODIFICATIONS{REV 4POW) notice to OWNER and CONTRACTOR or accadance with parmamph 14 13 drat the Work isaoaptabk(rarapt as oterwae exprealy provided m curuection with Substantial Completion) &2L &feWRq eaenmav& CONTRACTOR "It demgmte a tpalsfiw ma experienced safety mpresemative at the site whose duties andnimi icib the shall be to prevocamer of acatdmda and the maailemtng and supewismg of safety promotions and prayama Hamrd Canmaareotfaw Progranw. 622 CONTRACTOR shall be raigpormble fm wadarmna any vacha a of material safety date shoos or other haratd oommumtcaust tnfiam ucin mquima m be made avial4ble to or sxclergecl between car among anployers at the am m accordance with haws or tiara. 623 M mtergerctea affccmng the safety a protconan of paravia or the Work or pmPerty at to ate or a pacent theram- Ci ONTRACTOP, without special inaWctsat a authoammon from OWNER or ENGINEER aobligated o act to pprevers threatened damega amusy or Im CONTRACTOR shall give ENGINEER prompt Milan notes if CONTRACTOR belwas that any swuGca t dtagsa m the 'Wok or variations from the Contract Documents have bean caused thereby If ENGINEER dimma rota that a change in the Contract Documents is required because of thitacttan taken by CONTRACTOR to response to such an emstgaey a Weir Champ Directive a Chortle; Order will be mued to drxmmem the consequences ofsuch action 6.24. Shop DrmvingsandScmpieir 6 241 CONTRACTOR stag submit Shop Drawings to ENGINEER for review alit a al ur acCadmice with the accepted schedule i Shop Dmwmgi and Semple stitanmebs (we paragraph 19) All submittals will be edmArfied as ENGINEER inq r M and m to number of es specified m 4he General immerse The scam Shown on the Shop Dow rip will be complete with aspect ttdote5ssigggnutumhism dissensions mate" and smuared �data t show rformance awd ENGINEER the materials and equipment CONTRACTOR propusos to provide and to amble ENGINEER to review the information for she Imited puposes required by paragraph 6 26 6 24 2 CONTRACTOR shall slap submit Samples to INODT 6R for review and approval to acarda to with said acaeptod schedule of Shop Drawings and Sample submittals Each Semple will be identified clearly as to metered, Stgppha pemncra data such as catalog mmbers and the use for which intended and otherwise w ENGINEER may require to amble ENGINEER to review the submittal to the (united m+cvcai:naR,w corlanota ivies mvsownmJ 16 wrC1W0FF0R1 WLl,Itd9 MODIFIChnahR aaV sasosp off cha hSampktobyeau swillhemsspamfi626 ndam the Speehficatiaia &as SaenmOmpm"dwa 6 25 1 13efem submat� each sip Donwirig a Sample. CONTRACTOR shall bitch datmos and v 62511 aU field memstaim i ts, gammm4 dmenaya, apgafisd paRsmena ©As,k msmhlefm maeeals, catalog numhes and smldar ation whir respect ttersto, use, 1&bnca6en, hi mmaaxvlllml assembly and petaaiag to do perfismanoe of the Work, and 62$13 all mfamafnn Marais to CONTRACTOttaols rallaeahklmes in respect of mom, metnds, tedmkpas. smpaeea and proacclum aral and s�modont�atc, YP ecamoons CONTRACTOR shalt also have reviewed aid ooadmated each Shop DrmnngorSampa with other Shop Orse mps and Samples and with the regmremeds of the Work and the Comma Dodamats 6 25.2 Each submittal will bear a stmtp m spmfie wi men that indication CONTRACTOR Ica salldW CONTRACTORS obligations under The Contract Documents with respect to CONTRACTOWs review and approval of that submittal 6 25 3 At the came of each submission, CONTRACTOR shall pve M400 iMR specific wntten otce of suchvarwteae, d airy t is the Shop Dmwmg or Sample submitted may have from the re variems of the Cussed Documents, such rowto bit to a women ecmmwikaum separate ban to submittal, and, in addtoo, than came a specibc mutation to be made on each Slop Drawag and Semple submitted to E140MM for review arch approval of each such varamart 626 ENGINEER will review and approve Shop Drawugs and Samples m acoa duce with the ach" of Shop Illawoes and Semple submittals accepted by ENGINEER as rewired by paragraph 29 ENGINEEks review and approval wil I be arty to daannme if the items wvered by the submittals wAl after uaalletar a inomfioration in the Work, cadomn to the mtbritsmoi grvan in the Comma Docanems, and be compatible with the dmp concept of to aatnpleted Project as a lonchaong wlhde as u&med by the Cartma Ducaoeas ENGINEER§ review and approval will not Mood o means, a ahods, WhItques, sapiernces or procedtum of construction (except where a partioilar means, method, technique sequence or fmcedure of (Ore tgicet is speei ically and e y bailed far by the Casrad Doeumesits) err to safety ptcentian or program incident thereto. The rertw and ap oval of a separate Mean as such will not inhume appjavo of the amembly in winch the tam finctmm. CONTRACTOR shalt make a and tonm called 627 HNGINHERs review and approval of �p Drawings a Sample: chill not [there C`ONfRACTOR of the C knot IAocwantu unless CONTRAfar any "notacen ftm the= ins to calledvarestion atthinebriatione unit of m&NOMMs rttam�ro�uch s d by paragraph 6.253 and EMINIR has green wnttta approval of cub such venation by a speafic written rotation thereof aaapdated in err woomp e" &a Shop Vrwl by HNO a rev CONTRACTOR frospilswal nor will mrmapippraovM�a�kY for Implying with the requmamentsof p erogmp hts-251 628 Whm¢ a Shop Drawing Or Sample a required y the Comment Loeh t merels a the schedule 4Mo and Setup suhniasama accepted by I�IOO as re"r by paraetapb 2.9 any relatal Work performed Ina m ENGIN 's review and approval of #in patmmt sulmtal will be m the sole wgxrao and responsibility of CONTRACTOR cmdouungthe War* 629 CONTRACTOR shall Carty on the Work and adhere to the progress ,schedule diemg all deputes or dsegreemaus wnb OWMIZ No Work shall be ddayed a postponed pmsYmg resolution of any disputes Or dsagreemems, accept as permitted by paragraph 15 5 Or as OWNER and CONTRACTOR may otherwise agree tin writing M CONTRACTORS Generd Warranty and Guarantee 6301 CONTRACTOR warrants and goa mom to OWNER, HNGMER and ENGINEEWk Consultants Oat all Work will be in a;ccrknce with the Contract Documents and will not be de)icdve CONTRACTOR"s warranty and gpenmee lereci der excludes defects Or damage caused by 6,3011 abuse, modiftaten a anpxoper marrenrce a operation by persons other Oran CONTRACTOR. Subcontractors or Suppliers or 63012 normal wear and tar under normal usage 6302 CONTRACTORS obligeuun to perform, and complete the Work in ecoar3mee with One Contract Documents shill be absoluie None of the Mowing will canslimt an acceptance of Work that is not in EIQ)COMARAL COHMMOM 19104 (1"0bdium) %6U] Or FOR[ CILAU $MOdhlCAVONa(REV4COM) 60corddauee with the Contract Documents or a roleaae of COlTf TOR's obhgan o to lwfocm the Work naecadance with the Contract Documents 630z) ohaavatacMbYBNOTNEM 6302.1 mcanmadahm of any proprets or final payment hyl lNGIN13HR, 63023 the .00nantpetwea ce of a ontdeme of Subsemand or any payment by OWNBR to CU RACTOR under the oCormixt Dosumea>K 6302.4 use oroxupmxyofthe Work orany part thaeef hhyOWNM 610-2-5 6ilana to do y wceptanveby OWNER neany 6.3026 any ornev, and approval of a awahgor Sample siftnital a the Mearreaofa Dk rich= of moeptaihhty by RNGINHER pursuant toperagraph 1413 6-3027 a any inspection, tact a approval by OtFAM 6630 2 8R mV aOrreeftM of ch*fiva Wale try OWNh f*d"Wft*WON 631 To the fulken adem pcmdkd by Laws and Ragdeudtt CONTRACTOR a1m11 rrdamndy and bold hwmisas OWNER, HNGINMX ENGINEHR:s Consultants and the offhoen, drectas, employer% agents and other consultants of ach and any of them fran and against all claims, costs, ksms and damages (un u hn& but rat limited to, ell fees end charges of ahgni ms, i mhttecs, MOM" and ed er profesameals sod all Cain Or arbitration a dies dispute resolution coca) caused by Arm% out of Or rnsukmg hill the performance of the Work, provided that a" s eltt claim cost, loss in dansge�ia is eatabutable to bodily kM seJdewas Ose or deah, a to m as a destruction of tangtblo grip y (Other Phan the Wak areif� rxhrd ng 9e loss of use resulting therefrom end (r) in caused in whole or in pant by any negligent set a onusmon of CONTRACTOR, airy Subcontractor1 udr� Super any person on a Organization y tady employed by any of them to perform or Giusti my of the Work a m anyone fm whoacts any of them may labk, regardless of wladrar a not soused m ppaatt by any inegho r w Or dnhmort of a person or Whey mrkraufhed hereunder Or whether liability a imposed upon such mdernmfied party by Laws and Regulawro regorc lwg of the neglhesnce of any such perm or entity 632 In my and aU clamps against OWNER a INGINEHR a arty of their respecwe consultants, agents, officers, dmetas Or employees by any employee (or the scrrvrva or Personal representative of such employce) of CONTRACTOR, my Submuritracor any Supplier any person Or orgamzaam drafty or indirectly employed by 17 any of than to perform or 6umuh any of the Work or �ftr whose acts any of dump may be hate. the 6tabon oblipum under tp�enatpaph6.31 shall not he lorded in any way by say lnmtabon m the amount or typo of damage: emmpenntmn or baue6h payable by ur for CONTRACTOR or my comb Snharmadr Snnppiuer or other pariah or orgamabdn order worked tam acts, "Uttyyberafa ads orotheremployee ba>mtit am 633 Thu 6gon of CONTRACTOR muparmbmph 6.31 ohb6aato the bawdy of ENGINEER and ENGINEERS Ctmmularss, ogmers, i ireatma, employees or Varm s ranged by the prolessionalreg6gimu, eruasamntnsaa cfamhy oftltem Sarnamwl ojt9tfibmkexa 634 All rgammentatranr, /rckmm6ranai, watnnturs and gumeraeeamedain, regtmalbyagt wall inscorda with the Ctxtnd Di amtaft as a nce all aptmmn� drhgabars umbeeW in time Camrect DocM= wffi survive find payment, completion and sewepiasea of the Work andtaminanm a oomptebm of hue Ag eemem, ARTICLE7 4)THER WORK Relived Wak at Sr1a 71 OWNER may vafone other work related to the Project at the sate by WNE&a own forag, a let other died contracts therefor which And contain General Conditions saatar to thank, or hover other work perfa ned by miltry owners If ilte fad that such otter work A to be performed was not noted in the Caamct DocimscnK thin (i) written notice, thereof will be given to ODNTRACTOR prior to stating arty wch oter work and (u)CONTRACTOR may make a thus therefor as provided inArticles 1 I aid 12 of CONTRACTOR beheves tit such perfamame will arrodve addmmal opense to CONTRACTOR or requires adddtmal time otd the ea we unable to agree es to the amount or extent dwcof� 72 CONTRACTOR shad afford each other contractor who is a parry to such a lima **met and each utility, owner (mid OWNER, if OWNER a perimnuug the additional work with OWNER a omplayees) proper and safe access to the ate and a raeaarebla oppor for the mtrakuwm and storage of malerab and art emat and the wcawam of suet otter work and shall pprtroperly conned and coorcluate the Work with theism ihilesg otherwao provided in the Contract DoeumeN; CONTRACTOR shall do all mmng 6nrog aid patching of the Work that may bbrepp required toto with such other wark ntamake is several path cane together CONTIRACTOR shalt a t endanger any work of others by autm& excavating a otherwise sharing dic r work and will only Lot or after their work with the written consent of ENGINEER and the amass whose work will be affected 9 he dunes and Tmbddura of CONTRACTOR under ran paragrsph we fa the benefit of such utility owners and other mntndms to the eaera that these am comparable 4K'UCORtnRAL CONDI11Ot6 i91a$ (19906aWn) 18 w1CITY OF FORT(OILDa MODIFICATIONS(aliV 42000) provisions fa the bat & 0 CONTRACTOR in said duxct cataaoa betweat OWNER and such ubhty owners and calmer oatrectora 73 If the proper exe:ductqMmn ai�r asmulults of myputof C.4N1'IiACTORk Work ,xndstupos, RworicACTOr brined shell by others under Qas Art 7 mspaet stun other wade sail rp 1 �ptiy r�t to GNEER n wiring nary delays, data. or re in such diner work tat radar t unavailable or unstable fix the proper execubm and resuks of CONTRACPORk Work GONTkAGTORs Cmhaa so m report will, corabmm an sedepmmae of such otter work as fit and proper for adewaton wth CONTRACTOR's Wak except f twnappar a nt d and de6cmnmea in mth *dim Coeraaadav 74 If OWNER emtraats with others for the pedbrmanoe of ether work not to Avle d at the sae, the Tollowaugwti be xtfarh in Supple in Condom ma. 741 five person, fine or corpomhm who will have authority and remponiabdiry for coordination of the Activities Moro the Vatican prime omnacmn will be 742 the sped6c matters to be covered by such authority and responsibility will be itemized ant 743 the e>gera of ouch authority and maImmbrhues will he prwmdcd Unless ofinerwtss waded in the Supppplemem ary Corakhaw, OWNED shall have We autorty and resporssibhhty in respect of such coordination ARTICLE 8-OWNER S RESPONSIMLff IES 81 Exo�7t as otherwise provided inthese General Coodamorrs, OWNER shad rams all canmonmanas to CONTRACTOR through ENGMEM $2, In case of termuaton of The employment of ENGINEER, OWNER shall appoint on orgy hint whose sterna urda Use Cmtmet Documents; shill be than of the Conner ENGINEER 83 OWNER shad fumuh the data required of OWNER under the Contract Documents promptly and shall make payments to CONTRACTOR promptly when they are due as provided in paragraphs 14 4 and 14 13 84 OWNLRs duties in respect of prwulaug Inds small cesmmena and prwndmg atgmeermg sureeya to establishmfe�e pump are set forth m paragraphs 4 1 and 44 PamWaph42 refers to OWNERS identifying and making avmbible to CONTRACTOR cTms of repots of explorations and tests of subs dace canisters; at the site and dmwmgs of physical wdmons in aeatmg