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Home My WebLink About102511 LAFARGE NORTH AMERICA - CONTRACT - BID - 6055 HARMONY ZIEGLER 30382SPECIFICATIONS F:IMI CONTRACT DOCUMENTS FOR Harmony and Ziegler Road Improvements= Front Range Village Development BID NO. 6055 PURCHASING DIVISION 215 NORTH MASON STREET, 2ND FLOOR, FORT COLLINS JUNE 12, 2007 - 3:00 P.M. (OUR CLOCK) 6055 Harmony and Ziegler Road Improvements Front Range Village Development Addendum #1 Revised Bid Schedule Prepared by: The City of Fort Collins - Engineering - Street Ovemizing Program Dated: 5/15/2007 Item • Item Description Quantity Unit Unit Cost Total Cost 604-03 15'Type R Inlet 2 EA 604-04 18" Area Inlet 1 EA 604-05 Inlet Type "C" 3 EA 604-06 8" HDPE Area inlet and Tie in Core Drill and Connect with Non -shrink Grout 21 EA 604-07 Double Type 131nlet 1 EA 604-08 24" Headwall - CIP 1 EA 604-09 Tie 18" RCP to E)dsting Storm Sewer with Concrete Collar - 1 EA 604-10 4' Diameter Sewer Manhole 1 EA 604-11 4" PVC Conduit Sleeving for Median Irrigation 600 LF 608-01 Concrete Sidewalk -6" 27350 SF 608-02 Concrete Pedestrian Access Rams with Truncated Domes 8" 2320 SF 608-03 Pedestrian Refuge Island Ramp with Truncated Domes 8" 1380 SF 608-04 Sidewalk Chase- per Detail 3 EA 608-05 Concrete Drive Approach w/ Aprons 8" 8025 SF 608-06 Concrete Drive Approach 6" 1608 SF 608-07 sed re ate Median Cover - San Diego Buff 25743 SF 609-01 Vertical Curb and Gutter- 30" 6055 LF 609-02 Vertical Curt and Gutter- 18" Outfall 10875 LF 609-03 Combination Vertical Curb with 6' Bike Lane/Gutter 5001 LF 619.01 %'P Irrigation Service tL Meter PWCopper-Corp-Curb Stop per COFC Spec Including Backflow, Preventer/Pressure Reducer Assembly/Metal Screen Cover 2 EA - 619-02 1" Irrigation Service & Meter PWCopper-Corp-Curb Stop per COFC Spec Including Backflow Preventer/Pressure Reducer Assembly/Metal Screen Cover 1 EA 619-03 Fire Hydrant Assemb(6", tap valve, pipe, hydrant) per COFC Spec 1 EA SUBTOTAL: 2000-01 D -Land Seedin 7 AC 2000-02 MSE Block Retainin Wall - 12" to 24" Tall 290 LF 2000-03 Median Ini ation S stem for Hammon Road Medians 1 LS 2000-04 Median Irri ation S stem for Zie ler Road Medians 1 LS 2000.05 6"x6" Landsca a Timber Tree Well 24 EA 2000-08 Sk line Honey Locust 2" Cal. 21 EA 2000-07 Skyline Honey Locust 3" Cal. 19 EA 2000-08 Crimson Spire Oak - 2" Cal. 6 EA 2000-09 Burr Oak - 2" Cal. 9 EA 2000-10 Chinka in Oak - 2" Cal. III EA 2000-11 Sk Master English Oak - 3" Cal. 15 EA 2000-12 Chanticleer Pear 1.5" Cal. 33 EA submission of a bid or becoming bound under it negotiated contract, or 4.2.6A. the ctdstence of such condition could reasonably have been discovered or revealed as a result of any examination, in_vestication c.Vloration, test or study of the site and contiguoars areas required by the Bidding Requirements or Contract Documents to be conducted by a for CONTRACTOR prior to CONTRACTOR's making such final commitment, or 41643. CONfRAMOR failed to give the written notice within the time and as required by paragraph 4 _.3. If OWNER and CON:Tl ALACTOR ere unable to agree on entitlement to or as to the, amount or lcnmh of any such equitable adjustment in the Contract Pace or Contract Times, a claim ma_v be made therefor as provided in .Articles 11 and 12_ However, OWNHR, EN(ilNYF,,R and FNGINEER's Consultants shall not he liable to CONTRACTOR for arw claims, cast-,, losses or damages sustained by CONTRACTOR on tin in connection with any other prtsjcct or anticipated project 4.3. Physical Conditions —Underground Facilities: 43.1. Shorn or fMcatedc The information and data shown or indicated in the Contract Documents with respect to existing Underground Facilities at or contiguous to the site is based on information and data furnished it, OWNER cx FN7GTN7FFR by the owners of such Undeneroun d facilities or by others. Unless it is otherwise expressly provided in the Supplementary Co riditions, 4.3.1.1 OWNER and ENGINEER shal l rnm be responsible for the accuracy or completeness of any such information a data; and 43 1:2. The cast of all of the following will be included in the Contract Price and CONTRACTOR shall have full responsibility forff) reviewing and checking all such informations and data, i ii) locating at] Underground Facilities shown or indicated in the Contract Documentsfiii) coordination of the Work with the owners of suds Underground Facilities during construction, and (iv) the safely and protection of all such Underground Facilities as Provided in paragraphb.2-0 and repairing any damage thercte resulting from the Wcork. 4.3.2. 7VoI SIsoun or indicated: If an Underground Facility is uncovered or revealed at or contiguous to the site which was not shown or indicated in the Contract Documcnts CO'N I'R.ACTOR shall, promptly immediately after becoming aware thereof and before further disturbing conditions affected thereby or performing any Work in connection therewith ('except in an emergency as required by paragraph6.23), identify the owner of such Underground Iticility and t7tlDC (rF'Sf4RAt, Co*ttxn ON3194 o-s 41'XJo Edlm) wi OTY OF FOItT COLtd fti A40DNICATIOt#S IIUsA 42(KRII give written notice to that owner and to OXVNEiR and LNGDTEER ENGNEER will promptly review- the Undergnumd Facility and determine the extent, if any, tea which a change is required in the Convect Documents to reflect and document the consequences of the existence of the lfndermound Facility. If' ENGINEER concludes that a chants in the Contract Documents is required. a Work. Change Directive or a Charge Order will be issued as provided in .Article 10 to reflect and document such co scquenrees. During .such time. CONTRACTOR shall be responsible for the safety and protection of such Lindergroomd Facility as provided in paragraph 6.20 CONTRACTOR 4aill mad' be allowed an increase in the Contract price or an extension of the Contract 'Dimes, or both, to the etixtent that they are attributable to the existence of any underground Facility that was not shown or indicated in the Contract Documents and that CONTRACT OR slid not Mow of and could not reasonably have been e'pected to ix aware of or to have anticipated If OWNER and CONTRACTOR OR are unable to agree on entitlement to or the amount or Icttgth of any such adjustment in [Contract Price or Contmot ` cries, CONTRACTOR max make a claim therefor as provided in Articles l l and 12- However, OW'N`HR, F'NCrI': TIER and FNMNEER's Consultants shall not he Liable to CONTRACTOR for any claims, costs_ losses or damages incurred or sustained by CONTRACTOR on or in connection with any other project or anticipated project. Reference Pointe, 44. OWNi t shall provide eneincering surveys to establish reference points for construction which in ENGINEER's judgment are new.wry to eraabie co' ,� I k [TOR to proceed with the Work - CONTRACTOR shall be reslxntsibie for laying out the Work shall protect and preserve the established reference points and shall make no changes or relocations without the prior written approval of OWNER- CONTRA("fOR shall report to ENGINEER whvncver mv reference point is last or destroyed or regmres relocation hecause, of nccrosat}' changes in grades or locations, and shall be responsible lot the accurate replacement or relocaiton of such reference points by professionally qualified personnel 4.5. Asbestos. PCBs, Petroleum, llazardnus Raate or Radioactive Afrrterial. 4.5A. OWNER shall be responsible for any Asbestos, PCBs, Petroleum, Hazardous Waste or Rit"active.Material uncovered ce revealed at the site which was not shown or indicated in Drawimrs or Specifications or identified in the Contract Documents to he within the scope of the Work and which may present a substantial danger to persons o property esliowd thereto in connection with the Work at the site OWNO2 shall not be responsible for anv such materials brought it, the site by CONTRACTOR, Su6antractors, Suppliers or anyone else for whom CONTRACTOR is responsible 4::. (7()tiTRACT(-.)R-shallimmediately,-fit stop -all such notice _in..writing)-OWNER ...shall .-promptly, wrtsult-with-E:*iGNEER concerning the necessity for OA ? MR-to-reminta-<gtoaifaed e.""O t tore�valuate-, ch CONTRACTOR shall riot be required to resume lktxk to cxanncw+ienavith-su+h hutar<krus c mtliuon w-ink env -recluined- permits -related --thereto- find delivered -to that-uchoandition-andany -nf eciedarar-is-con-kas-been rendered se4 fOr Ole re OF ONT4i-V7f Ok- cannot -egrer us- it) -entiflerrerra--to-or A*04sioppage 4V<trf:---is-+agree-Fw-i={-)?v f'R:44:f 3Fi-try.,-he.,. feurri either-- party --may-s�aken-elaim-tlaereefor-as-punicfed-tn 4 s.:; - -WMe e,-noose: CONTRACTOR does nit agree -Ire ,'sure such -work hii,ed M a reasonable belief it is tmar&, OF does tie cxtrufitaxes,- then -OU'IM;k- may -Order such portion -of the-Slcert:-tha6-is--in-�.attneution-aFtih•iuch-ha�arrkttts condition ef to such filIee" afea to be deleted from 1 r' if OWNW4 AAd ugn:c-as-to-entitlameuf tnexihe amexmt-nr resent-o#'an atijteamertktf-anti-ttt eitber party -maw male a Jaim-theref«r-as provided in Aftiale:;-i�-+md-}3—Aik�y-favr-sareh-deleteel poritenof the -Work -performed by 01,kNER's-own fea"ees orWitt S in aw..ordarice, with -Anode 7. 4,.-t-3<a-fly-fe+llevt--e�rtrnt--pertttitit,#-I� 3:nvv^s ttfxd Regulations-- -ilk^SFR stall inidemnifi= and hold �h aar�m�lless T) 1CONTRkCTOR- -��', Subcontractors, ILNGI? �L][-1".' sF..i-R4--- tlfwQiiratta'� officers, direotors. - -employees, --agents. ....other oonsultants and -subcontractors of each and any of them from and against all claims; costs: losses and damages arisme- -out of t- -resulting from :such cask hoes or damage is attributable too -bodily -injury. sir>I�iessc-alisea r-ew�latttFt, including the -lops of use resulting -then from. and (ii) nothirig in -thus -subparagraph 4 5.4 -shall -obligate I WWER-too-intdemmly-.raw person or -entity tuna-enid own negligence 1.?�?;._....7-lee-prrw�ssicarts-�af .pttragvttphs.4:=-und..4:1_are unixivere tx'toc ua�tx�, crisvntnu*ac t s to-x a nyu EcAlim, w (ir) OFPORTL,,oLu45MCIDn9C :4'rION%OXEN'-0,'?OCWI ARTICLE: --HONEYS .AND INSURANCE Perfwmanee. Pgrment and Other Bomb: 5.1, CON°TRACTOR shall furnish Performance and Payment Bonds, each in an amount at least equal to the Contract Rice as security for the faithful performance and payment of all CONTRACTOR's obi-ations under the Cotumci Documents. These Bends shall remain in effect at least until erne year after the date when final payment becomes due, except as provided otherwise by Laws or Regulations or by the Contract Documents. CONfRAC„TOR shall a" fir -rush such other Bonds as are required by the Supplementan, Conditions_ All Bonds sty ]] be in the form prescribed by the Contract Documents except as provided otherwise, toy Laws or Rcgulatiom and stall be executed by such sureties as arc named in the current list of "Companies Holding Certificates of Authority as Acceptable Sureties on Federal Bonds and as Acceptable Reinsuring Companies" as published in ('ircular5711 (amended) by the Audit Staff, Bureau of Government F'mancml Operations, ti S_Treasury Department All Bonds signed by an agent mast be accompanied by a certified copyof such agent's authority to act 5-2- If the surety on any Bond Rat- shed by C0N f KAt'f0R is dcelaref a bankrupt ar becomes insolvent or its rightto do husiness is terminated in any state where any part of the lhn cct is located or it ecasesto meetthe requirements of paragraph 5.1, CONTRACTOR shall within ten davvs thereafter substitute another Bond and surety; both of which must be accep inhie to Ok%NTF'R. 5.3. Licensed Sureties and Insurers; Certificates of Insurance: 5-3.1- ;Pdl &vats and insurance required by the Contract Documents to be purchase{ and maintained by OWNER or CONTRACTOR shall be obtamed hom surety or insurance companies that are duty licensed or authorized in the jurisdiction in which the Project is located to issue Bonds or insurance policies for the limits and coverages w required. Such surety and inwrance companies shall also meet such additional requirements and qualificationsas may he provided in the Supplementary Conditions. 5 3 ^_ CONTRACTOR. shall Miva to OWNMR, with copies to each additional insured identified in the Supplementan Conditions- cenificates of insurance (and other evidence of insurance requcsted be OW NMR or anv other additional insurer) which COIN'Fi'CACTO7i is required to purchase and maintain in accordance with pamraph 5.4 C} VNER-shall deliver to OP. with eapies to each adeliticmal -insured -identified in the Supplementary xlwr ...-Nienee with e+atdevtec-oaf-irtsuattrxrtrgzrrsaeail»-�1?:"'F#y1�'FC-)ii. penrgmphs-:? -n»d hereof CO A'TR4 CTOR's Liabitirn Insurance: 54 cu> :TR.SCTOR +all purchases and maintain such liability and other insurance as is appropriate for the Work being, performed and furnished and as will provide protection from claims set forth below which may arise out of of result from CdONTRACTOR's performance and furnishing of the Work and CON'TRACTOR's other obligations under the Contract Documernk, whether it is to be performed m fiunishe by C0N?IL�CT0k any Subcontractor or Supplier, or by anyone direcal' m indirectly employed by any of them to perform or furnish anv of the lk'ork. or by anyone for whose acts any of them may he liable- 5.4.1, claims under waken; compensation dtsabihty benefits and other similar employee benefit acts:. 5-422 claims for damages because of bodidy injury, Occupational sickness or disease. or death of CONTRACI Ok's employees: i.4. ii claims for damages because of beadily iniury. sickness or disease, or death of any person other than C.CA71ZACTOR's employees, i:_1-4 claims- for viramagas insured -..ht, cusiemart indtrectl}-related In, the-etnplwmrent of Such per:,, n ^r.n.nr�'r�r.-.a�nu �O.,a-'•' ,'An4 Person 4.i claims for damages other than to the Work itself because of injury to or destruction of tangible property wherever located, including loss of use resulting thereh our_ brad 5.4 6 claims for damages because of leanly injury or death of any l.wson or property damage arising out of the ownership, maintenance or use oI anv motor vehicle. The policies of insurance so required by this paragraph 5 4 to be purchawd'and maintained shall_ i 4 7 with respect to insurance required by paragraphs 5.4.3 through 5Ak inclusive and 5.4.6, include as additional insureds (subject to mac customany exclusion in respect of professional ImbilaN). OWNER- ENOI:NEEk. ENGINEER'S Consuliants and anv other perms or entities identified in the SupplementaryConditions. all of whom shall be listed as additional insureds, and include covenwe for the respective officers and employees of all V such additional insureds: 5.4.8, include the specific coverages and be written fur not less than the limits of liability provided in the Supplementary conditions or required by Luw.s or Regulations; whichever isgreater, :i-4_9. include completed operations unsurance; WCOC• ctsNit.v. CONtxn OM 191 o-s f 19% Eatim) ws CITY OF FORT CC)IAJ Va MCNnNCA-I IONS (RLY 4200+1) 5.411) include contractual liability insurance cowering CONlkAiTOR's mdemnitc obligations urK]tr paragraphs 6, 12, 6.16 and 631 through 6.33; 5.4.11 contain a provision or endorsement that the coverage afforded will not be camxlled materially cha ged or renewal refused until at least thin days' prior written notice has been given to CAN NTGR and CONIRN.0 Ok and to each other additional insured identified in the Supplementary Conditions ar whom a certificate of insurance has been issued (and the certificates of insurance furnished by the CON-MACTOk pursuant to paragraph 5.3.2 will so provide), 5.411 remain in effect at least until final payment and at all tunes thereafter when CON,r"CIC)R may be correcting, removing or replacing ek/¢ctive Work in accordance with paragraph 1, 12; and 54.133 with respect to completed operations insurance, and any insurance coverage written on a claims -made basis., remain in effect for at Imm two years after final payment (and CONTRACTOR shall furnish 01V\MR and each other additional insured idcniified in the Supplementary Conditions to wham a cenificate of insurance has been issued evidence satisfactory to t?WNTli and any such additional insured of continuation of such insurance at final rayment and one year thereafter) OTENTR'S Liabi(ir}^ insurance _. In addition to insurance required to be provided M CC)NTR ACTCmR under prig traph 54, 01A2 TIN, at 6WN:'R's option may purchase and maintain at 0" NIMZ's expense UA NTR's own habihly insurance as will protect ('AV_\MR afn mot claims which may arise from opcoatioms under the Contract avuments. PmpcM, Inswrrmcc. 5.6 1 7nless otherwise -provided -in- the -Supprlenwritary Conditions, -OWNER shah purchase and - maintain pr�tertx-irusuratneeupctrtihrtkrnkat-t#iesete-ire-the-cr»idxixt oI the Yell-replac bent -cost -thereof +siiitt--to such deductible amounts -as-.. may be --provided- in the Supplementary Cbriditicros or required by Laws and Regulations) -This-i s bran vs sbwll; 5AL include the interests- -of C?41NER. aitt�s:---pw�12= entities identified in-the-Supplememary Conditions, each of whom is deemed to have an insurable interest and-sbwll-he listed as an trsuretlor- additional -tmswed� 5k.2. be written -on a $udder`s Risk -'all-risk" -or €mpxwyvnril-or-rl-.=aaxmi:�rf4rrt:�eitd�-fcarm�tlxit Shall-4k, IAR4 ap-hods er urest Orwwage' theb, -vandidism, and--malicious--mischief. oanheiiiake. eallapre.- debris Femovid- demahkia 'iened 6N., entafeemeni Of LHM� SW RligiollfiliMb, fldF&.. 5POUAiially FtiquiFeil ii)'4he Supplemerilm-y C-0fij fiem 5t.3-ina iludemperres--incurted in dw repair or 0arAired prriperry {+acltahne 4X41 not 1-c"I'a '1v 1 5 _ and eiaaWs of enoetw nd archvtecta): �k�k-tower-materialy:a -site Or -at -another- location that i!a! fi!�ero in -writing -by, meluded in M4 4ppliefifim fs IJW'MerA feevimmended 5Asq be maintained in tilean until ftnul payment is made tin!" rAhem-iiie %weed to in wfiane CAZMR C6NTRAk-TGR And 10��_ _PM__FSR_ 4.1.4h th-141- ClAy4 1.19RUA-S nrAige In Ranh eAhff Adlbtioral m%ured40w4*mv weentficadie of issued PIAE��,R shall fitnviia4e and manmain gueh boile find as, may he required hv the Supplementary Conditions or sub li-,N61:NEKR!s C onsithirrivs, and any other persons. (ir-emmes Idenrified rainisured W adirak; Fil inia-rAd 1� 111 Ole "a' 44eHoP requiFed it; he purohased and avaimained by OWNTM in wu ordimc* with paragraphs 5.6 and- -i ;wW coverage aftiorded will no --be cancelled] or --materially charted of renewal -refused -until at leasa tinny days! prior written ra'anx has been given ro, -OWNER and whom a certificate -of insurance has been issued and will ,xvia in waiver provisions in accordance with i 9 OWNER shall not he resixinsible for purchasing and maintaining any property insurance to protect the interests of C0NVTR4CT(_)R, Subcontractors or others in !he Wrak -ig glh - eKitmi of imv dedukitiWe am -- mif thin af identified in the Supplementary Conditions. The risk. of OF othem willefmg M'A� such --loss aril -if -zany -of -them warms property instimnoe wwenage within -the limits of -such arinxtrits each may purctiaw, mid maintain,it,tv the purchnser'n own-e,\q*xisc., 5.10 it, k,o%,'rRAC'l'OR requests in writing that offier imlutd 'A theancr -5,.6 4-7,44VVN1 %hfill. if pass hie, melade rdeh m9unmee, and the ee th�eof will be by awrolarmt 10 EKTICc;FSTKALCONDI 110M M(14 fj990Uttuav W 0 FY OF FORT CULLINS MODIFICATICN5 (REV Ar?0001 coramerimment-of-the Work at t1"at,--(jWN;�R-shall,in wiiaing, advise v-h -,her ff HfIN s"Gh ath-F insuasnow pree ....... "'MMT1 +ffej by 0AWANE. 5.41A:CA"T MR-ar)d-CONTRACTOR intend that all policies -Purchased -in accordance wah paragraphs -(' HPA &7 will ffaieet QWNER. G0�412.kCTG -Subcontractom ONGNEER. ENIGINEEKS 441& &Pwl efflanfi� insureds or additional irmmds in -sueh lyiticies and will Pfwide 19+11110IT 00yeialgi! far HE 655eS an dnmages- -caused 4w--4he perils-awered gwfehv--. A4 saehf�lteles ia,eamainpray"orinsfetl4eeffeetf ffi4�m ef paymem of nnN less or du age the mgjFeFl; will have no _' the u1sureds, -or additional ffeaue& tlmeuftdff: PWNPAt nod G(A4164'TOR wave all failva; agaiftA vacb utlaeF and thea: respMiye affiaiim dneotans, employises and REems 16F all lasses and any of the renk glhff PFOPMY insuminGe appliGable addinatt wake fill guch rig)*t agmtv.-A Cormliam and all other pem-ins or entities identified ' Vlemeffiar� Gondiliom to 6e liswd its RHAMMAN Elf I dJAI'Mill IRSUF4, un.."M I . k�_ mid damriges so eatt-wd None of -the -Above %niven; slmll omand is the ri _4W_*W"_PafW payable under my -policy -se issued 5,11,2, in addition, 01,144iR �A,alves '411 F'ohl-s otmu'a CON--TRACT-OR, sut.'Atm(iors. oflieem. directors. -employees-and agents of any of them -for --4w - of- use or other consequeraial foss exteMme beyond direct physical loss or- damage ansing out of or resulting from fire or other 1-*,4 11, whether or not insured lN OWNriR, and Ile completed PA+ tee; MAI ofw. resulting firm fire or other insured peril covered 4"Fw rifoperry rmumn during partial utilization -pursuant to Paragraph 14.1(k after StdyAariluil (Zompletion pursuant to pamfpmph,14.9 or after final payment 14.13, Amy insi-rame pqh"-" M.A.: .... .. L., "I '_" as to the effeet tha ;A of any suuh lossk dafflaw 6.4. Unless otherwise specified in the General Requirements, CONTRACTOR shall furnish and assume full resTonsibility for all materials. equipment, labor. nanspormtitxt, construction equipment and machinery. tools, appliances, fuel, power, light, heat. telephone. water. sanitary facilities, temporary facilities and all other facilities and incidentals necessaav fct the furnishing. performance, testing, start-up and completion of the Work_ 641 purchasug Rassrieuons� CONTRACTOR must comply with the City's purchasing restrictions A ctr�ty of the nselutitns are aetailablz fur review in the offic s _of the ._purchasing _and Rill .. \9 trraagzment Division or the City Clzrk's office. 6.42 (Cement Rcstnctipns' City of ;Fort Collins Resolution 91�1 _i r�z wires that sugplien an�rrotlucers of cement or pniducm containing cement to cerufv that the cement was tot made in content kihs that bum hazardouswasicasa fuel. 63 All materials and equipment shall be of good quality and new, except as otherwise provided in the Contract Documents, All warmntaas and guarantees specifically called for by the Specilicatieis shall c�-przssly run to the benefit of 0VNFR Tr required b% FNGtNF FR, CONTRACTOR shall furnish satisfactory evidence (including reports of required tests} as to the kind and quality of materials and equipment. All materials and equipment small be applied installed, connected, ciecied, used. cleaned and conditioned its accordance with instructions of the applicable Supplier, except as otherwise provided in the Commet Documents. Progress—hedule: o,o C'ONTRAC I OR shall adhere in the progress schedule established in accordance with paragraph 2.0 as it may he adjusted from time in time as provided below: 661 CONTRACTOR dial] submit to LtiC;L' ELR Ear acceptance (to the extent indicatedin paragraph ^_-) pxopxzsrd adjustments in the progress schedule that will not change the Contract Times (or N:hlestoncs-) Such adjustments will conform gtnarally to the promm schedule then in effect and additionally will comply with any provisions of the General Requirements applicable thereto_ 6 f."_. Proposed adjustments in the progress schedule that will change the Contract Times for R4ilestene.s; shall be submitted in accoadarice with the requirements of paragraph 12.1 Such adjustments may only be made by a Change Order or Written Amendment in accordance with_Utiele 1 6,7. Substitures and "Or -Equal" Rents: 6.7,1_ Whenever an item of material or equipment is specified or described in the Contract Documents by using the name of a proprietary item or the name of a particular Supplier. the specification or description is intended to eswblish the type. function and quality required. finless the specification or description rHUC{a�T:xAt C'CNC)l7tp.`StViti-gQi9abfi0.imi 12 w, (In OF FORT CULUtiSMODIFICATIONS rI,tCt 4,24Ara1 contains or is followed by words reading thatno like, equivalent or "or -equal* item or no substitution is permitted other items of material or equipment or material or equipment of other Suppliers mar he accepted by RvGIAIEER under the following circumstances: 6711 '7Jr Sgual" If in UNGINT.ER's sole discretion an ifem of material or equipment proposed by CONTIiAC Ok is functionally equal tc thaf named and sufficiently similar so that no change in related Work will be required. it may he considered by EN(iINEFR as an "or -equal" item. in which lase review and approval of the proposed item may. in F;NGITN I -.Ws sole discretion he accomplished without compliance with some or all of the requirements for acceptance of proposed substitute Items. 6.71.2. Substitute Items: If in LNGLNEER's sole discretion an item of material or equipment proposed by CONTRACTOR sloes not qualify as an "or -equal' item under subparagraph 6 T 11, it will be considered a proposed substitute item. CMTRACTOk shall submit sufficient information as provided below to allow FNCrTNEER to determine that the item of material or equipment proposed m essentially equivalent to that named and an acceptable substitute therefor The procedure for review by the ENOINT—E-R will include the following as supplemented in the General Requirements and is l `vGl\FFR may decide is appropriate under the circumstances. Requests far review of proposed substitute items of material or equipment will not be accepted by FNGTNFF.R from anyone other than CONTRACTOR If CONTRACTOR wishes to famish or use a substitute item of material cx equipment, C0s7r�ACTOR shall first make written application to 177NMNT:ER for acceptance thereof, certifying that the proposed substitute will perform adequately the futecttom and achieve the results called for by° the general design. be similar in substance to that stecified and he —suited to the .ante use as that specified The application will state the e_+;tent, if any, to which the evaluation and acceptance of the proposed substitute will prejudice CONTRACTOR's achievement of Substantival Completion on time, whether or rot acceptance of the substitute for use in the Work will require a change in any, of die. Contract Documents (or in the provisions of env other direct contract with OWNER for work on the Project) to adapt the design to the proposed substitute and whether or not intxtrporation or use of the substitute in connection with the Workis subject to payment of any license fee or royalty. All variations of -the propxned substitute tr m that specified will be identified in the application and available maintenance, repair and replacement service will be indicated. The application will also contain an itemized estimate of all costs or credits that will result directly or indirectly from acceptance of such substitute, including costs of redesign and claims of other contractors affected by the resulting, change, all of which will be considered by ENGIN=- in evaluating the proposed substitute- ENGINEER may require CONTRACTOR to furnish additional data about the proposed substitute. 6.7.1.3. C0A7R.9C70R's aptmse: All data to be provided by CONTRACTOR. at support of any proposed "or -equal" or substitute item will be at CONTR4CTOR's e-Varse. 6.7.2. Substinae C'carstntction A edimh or Procedures, If a specific means, method technique, sequence or procedure of construction is shown or indicated m and expressly required by die Contract Documents, CONTRAC-OR mite famish .or utibx a substitute means. method technique. sequence or procedure of construction accepihle to FNGINEHR_ CONTRACTOk shall submit sufficient infrmation to allow FNI INNER, in E UNEI R's sole discretion, to determine that the substitute proposed is equivalent to that expressly called for by the Contract Documents The procedure for reeiew by ENGINE'Ek will be similar to that provided in subparagraph 6.7.1 2 (3-7.3_ Fngtneer'. Foal ation: ENGINEER will he allowed a reasonable time within which to evaluate each proposal or submittal made pursuant to paragraphs 6.7.1,2 and 6 7_2, MvGIRTEER will be the sole judge of acceptability. No "or -equal" or sutstitvte will he ordered, installed or utilmad without ENGINHER's prior written acceptatce which will be evidenced by either it Change Order or an approved Shop I)rawmg. OWNER may require CONTRACTOR. u, furnish at CO\TFRACTOR's expense a special performance guarantee or other surcty with respect to any *or -equal" or substitute_ ENiJiNEER will record time required by ENGTNTER and ENGINEFR's Consultants in evaluating substitutes proposed or submitted by CONTRACTOR pursuant to paragraphs 6.7.1 2 and 6.7.2 and in making charapcs in the Contract Documents (o- in the provisions of any other direct contract with OWNER for work on the Project) occasioned thereby. Whether or riot ENGINEER accepts it substitute item so proposed or submitted be MNM'.-WTOR CONTRACTOR shall reimburse 01AWER for the charges of ENGINEER and ENGINEER's Consultants for evaluating each such proposed substitute treat . 68. Crmcernirng Subcontractors, Suppliers and Others: 6 8 1 CONTRACTOR shall not employ any Subcontractor. Supplier or other person or org anitaticm (indudmg those acceptable to OWNER and FtiGIN'EER as indicated in paragraph6.S.^_), whether initially or as a substitute. against whom OWNER ur GINEER may have reasonable ohjcctiom CONTRACTOR shall not be required to employ any Subcontractor, Supplier or other person or orgaraninci n to furnish or perform any of the Work against whom CONTRACTOR has reasonable objection. 1:Jt'Ur' 6F .'.t RAt (Y?hv77n C%tJ,y' tit o4 (u)" F.ditim l R., caTY OF FORT Cass tys mtouuiC4ncp<s our 4,70001 6.9, CONUR—NC TORshall erfgrrmnot less than ?O percent of the Work with its own forces (that is, without subcuntmctiry,�The'q prncni requirement shall he understood to refer to the Wor-L the value of which totals not less than 2C percept of the Contract Price.__,_._._.._...._._... _._..__.._._...._._._.. 6 2. It the Supplementary-Condvams Bidding Documents require the identity of certain Subcontractors. Suppliers or other persons or organizations (including those who are to furnish the principal items of materials or equipment) to be submitted to OWN ince advan-of- the -specified date prior to the Effective Date of the Agreement for acceptance Ira OWNER and EMHN6'HR—and--if a ReoffiHawe WA the OWNER's or E.NGINEE.R's acceptance (either in writing or by failing to make wriuen objection thereto by the date indicated for acceptance or objection in the bidding documents or the Contract Documents) of torgarazawiirtin tp--iIatittfiatf_»iay...-be--rectlted-tar-the baris-of-rcesotvthle-ohjeatxan-a#ier-due--ipve�aticetiArt; .°AL.6ease Shrill ...bran nee"N ter price will ad}usted-ksa-�rtir-ditlerease+n-the-ecost-c;ornsir�ned-I� such -substitution -and an appropriate Chance {)rder will be issued of Wn will constitute a condition of the Contract requiring the use of the named subcontractors, suppliers or other pen or orgamration on the Work uniess prior writen approval is obtained from Ota_n R and INGj1NIER. No acceptance lit• OWNER or FNGTNF,F.R of any such Subxorametar, Supplier or other person or organization shall coonstuate a waiver of am right of OWNER or ENGINEER to reject defective Work- 6-9.1. COINTRACTOR shall be fully responsible to 01,N'N iR and ENC,INMER. for all acts and omissions of the Subcontractors, Suppliers and other persons and ogaruuauons perform in¢ or furnishing any of the Work under et direct or indirect contract with CONTRACTOR just as CONTRACTOR is responsible for CONTRACTOR's own acts and omissions. Nothing in the Contract Documents shall create for the baneft of any such Subcontractor, Supplier or other person or orgaanitntion am' contractual relationship between OWNER or ENGINEER and any such Subcontractor. Supplier or other pawn or organization, nun shall it create any obligation on the pan of OWNER or ENGINEER to pray or to we to the payment of any moneys due any such Subcontractor, Supplier or other pawn or organization except as may otherwise be required by laws and Regulations. OWNER v ENGI\EER may furnish it) am subcontractor. supplier cr other pens m a oxganintion nidence of amounts paid to ( oNTRAC 1 OR in accordance with CONTRACTOR'S IAppliyatiots for Rav lent". 13 1375 Sherman Street Denver. Cohirada 80261 Sales and use Taxes for the State of Colorado Regional Trar iriatipn Distric•1 STD'), and certain Colorado counties are collected be the State R Colorado and are included in the Catiftcati m of Lnxenptio_.. _ _.. All applicable Sales and Use Taxes (incluslimi., Mate alleaesl tarsal. on any it ins other than construction _anti lntilc4r-materialspivsically incqora_ted into the Project are to be_paid tn._CONTRACTOR and are to be included in mraroonate hid items. tine of Premixes: 6-16. COINT:RACIOR shall confine construction Nuipmem. die storage of materials and equipment mid tic operations of workers to the site and land and areas identified in and permitted by the Contract Documents and other land and areas permitted by Laws and Regulations,. righic- oGway, permits and casements, and stall not unreasonahly encumber the premises with construction equipment or other materials or equipment. CONTRACTOR shall assume full responsibility for anN di<nmaec to anv such land or area, or to the owner or occupant thereof or o€' any adjacent land or areas, resulting from the performance of the Work Should any siren lie made h k any such owmcr or occupant because of the performance of the Work. CONTRA(- I OR shall promptly sM1Ie with such other party by negotiation or otherwise resolve the claim by arbitration or other dispute resolution procceding or at laic. CONTRACTOR shall to the fullest extent permitted by haws and Regulations, indemrufv and hold harmless CAVNER. ENGINEER NvGI'NtER's Consultant and anyone directly or indirectly employed by any of them from anti against all claims, costs, losses and damages arising, om of or resulting litre any claim or aetior4 legal or ccluitabte, brought be any such owner or occupant against Otl'NERL LNGL ELR. or any other party indemnified hereunder to the extent caused by or based upin C("}\'TR'ICTOR's performance of the Work 0,17 During the progress of the (Fork, COINTRACTOR shall keep the premises Gee Gom accumulations of waste materials, rubbish and other debris resulting from the Work. At the completion of the Work CONTRACTOR shall remove all waste materials, rubbish and debris from and about de premises as well as all tools, appliances, construction equipment and machinery anti surplus materials CONTRACTOR shall leave the site clean and ready for o ccupaney by D'bl`?4ER at Substantial Couipieticn of the Work.. CONTRACTOR shall restore to cri_irmi condition all property not desirgmtted For alteration by the Contract Documents. 6,1 S. CONTRACTOR shall not load nor permit any part of any surictre to be loaded in any mamier that will endanger the structure, nor shall C(-)NrRACTOR subject any part of the 'Work or adjacent propene- to stresses or pressures that will endanger it, Reeord Dacumenls 6.19. CONTRACTOR shall maintain in a safe place at the site one record copy of all Drawings Specifications, Addenda. Written Amendments, Chanize Orders. Work Change Directives Field Orders and written interpretations and clarifications (issued pursuant to paragraph 9 dl in szood order and annotated to show all changes made during construction, These record doarmerits together with all approved Samples and a counterpart of all approved Shop Drawings will be available to ENGLNEER for refe€ence. Upon completion of the Work, an prior to release of final navment. these record documents, Samples and Shop Drawings will be delivered toENGI.N'FF.R for OWNER tiaferr and Proreetim 6.20. CONTRACTOR shall be responsible fa initiating, mamtaming and supervising all safety precautions and programs in commeetion with die Work, CONfRACT'OR. shall take all necessan' precautions for the safety of and shall provide the necessary protection to prevent damaee, injury or less to, &70 1. all persons on the Work, site or who min, he affected by the Work; 6 20:" all the'Nork and materials and equipment to be incorporated therein, whether in storage on or off fire site, and 6 7(1.3. ether property at the site or adjacent thereto, including trees, shrubs, lawms, walks, pavemcnts, roadways, structures, utilities and underground Facilities not desittvitod for removal_ rcloemion or replacement in the course of•construction. CON1'R4CTOX shall comply with all applicable laws and Regulations of any publicbody having jurisdiction fill xr€aty of persorrm or property or to protect them from damage, injury or Ross, and shall erect and maintain all necessary safeguards for such satety and protection. CON"TIvACTOR shall notify owners of adjacent property and of I mdergroun d Facilities and utility owners when prosecution of the Work may affect dicm, and shall cooperate with theta in the protection. removal, relocation and replacement of their property All damage, iniury or loss to any property referred to in pamgralihs 6 202 or 6.2-03 caused, directly or indirectly, in whole or in pan, b CONTRACTOR, any Subcontractor. Supplier or am other person or organization directly or indirectly employed by any of them to perform or furnish any of the 1i ork or anyone for whose acts any of them mu% be liable, shall be remedied be CO'N7•RACTOR fexcefe damage on loss attributable to the fault of Drawings or Specification or to the acts or ormssr ns of Cal\" vER or ENGINEER or L.NCZ\LL-R's Consultant or anyone employed by any of them or anvome for whose acts any of them may be liable, and rwi attributable, directly or indirectly, in whole or in part to the fault or negfigence of CONTRACTOR or any Subcontractor, Supplier or other person or organization dircctly or indirectly employed bn any of them). Cf T\TRACTOR's duties and responsibilities for the safety and protection of the Work shall continue until such time us all the Wank is completed and kNGINi,l;k has issued a ElC7JC (,i6^fL•'IL'41, iY),es[>i'hoNs l9}O-$ (1 Y90 tttlitim 1 I w' C7"IY Or F6tt7 t97.i1 VS MODna(4A rf0 'S t12Ey 9-?[xla! notice to OWNER and CONTRACTOR in accordance with paragraph 1413 that the Work is acceptable (except as otherwise expressly provided at corawction with Substantial Completion). 6.21. Safety Representatit•e� COIN'TRACTOR shall designate a qualified and experienced safety representative at the site whose duties and resp nsibiliues shall be the prevention of accidents and the maintaining and supervising of safer} precautions and programs. fta;.ard C(immuniewion Pri;jrams: 6.22 C VINACFOR shall be responsible tar coordinating any exchange of material safety data sheets or other hazard communication information required to he made available to or twlwWcd b erwcen or among emplcn•crs at the sac in accordance with taws or Reaulatiuns. Emergencies: 6,23 In etneracncies atffecting the safety or protection of persons or the Work or property at the site or adjacent thereto, CONTRACTOR, without speeiat instruction or authorization from OW`\rFR or FNGT N`FER, is obligated to as to prevent threatened damage, urjury or loss. CON'TRA`IOX shall give ENGINEER lxonpn written notice if CONTRACTOR beiieves that am sigaiticrm ehangcs in the Work or variations from the Cavntraet Documents have been caused therelA, If ENGINEER determines that a change in the Contract Documents is required because of the action taken by CONTRACTOR in response to such an emergency, a Work Change Directive sir Change Order will be issued to document the consequences of such acticxi. 6,24. ,SltopDraw-ingsand Samples: 6_24.1. COl"IRACTOR shall submit Shop Drawings to E.NGINZFR for review and approval in aceodance with the accepted schedule of Shop Drawings mid Sample submittals {see paragraph 2.9j. All submittals will be idenifed y as ENGINEER may require anal in the number of copies specified in the General Requirements. The data shown on the Shop Drawings will be complete with respect to quantities, climettsians, specified perfornimwe and design crileria, mmeriaLs and similar data to show EI GMEFR the materials and equipment CON1 1"RaC"I OR proposes to provide and to enable ENGINEER to review the information for the limited purposes required bp' paragraph 6 226 K 24 2. CONTRACTOR shall also submit Samples to ENGINEER for review and approval in accordance with said accepted schedule of Shop Drawirqb and Sample submittals Lich Sample will be identified clearly as to material. Supplier. pertinent data such as catalm numbers and the use for which intended and otherwise as ENGINEER may require to enable EN6lNPI R to review the submittal for the limited E.R7UC UH.N'FR:V. Ci7NIR3'IOP'S 19t 0-8 O991) a&JW In w^C17YOFFOR'rt�LU NS hfOU1F1Cd776;aS rRkN d.?Ot101 purposes required by pampnaph6.26_ The numbers of each Sample to be submitted will be as specified in the Specifications. 61& SabtniCat Procedures. 6._5A. Before submitting each Shop Drawing or Sample. CONTRACTOR shall have detiennmel and verified: 6-2iI.1. all field measurements,. dimensions, specified performance criteria, installaton requirements, materials, catalog numbers and similar information with respect thereto.. 6,25.1.2. all materials with respect to intended use. fabrication,. shipping, handling, storage_ assembly and installation pertaining to the performance of the lk'ork_ and L3_ all information relative to CON'I RAC'fOks sale responsibilities in respect of means, methods- techniques sequences and procedures of construction and safety precautions and prop jams incident thereto. CONTRACTOR shall also have reviewed and coordinated each Shop Drawing or Sample with other Shop I )rawinn and Samples and with the requirements of the Wort: and the Comm et Documents. 6.25 ^. Each submittal will bear a stamp or specific written indication that CONTRACTOR has satisfied COITRACTOR's obligations under the Contract Documents with respect to CONTRACTOR'% review and approval of that aittnniaal. 6.25.3, At the time of each submission CONTRACTOR shall give LNGD!L•:ER specific written notice of such variations. if any, that the Shop Drawing or Sample submitted maphave from the requirements of the Contract Documents, such notice to be in a written communication separate from the submittaland, in addition, shall reuse a specific notation to be made on each Shop Drawing and Sample submitted to ENGNEER for review and approval of each such variation. 6.36 ENGP.NT 72 will review and approve Shop Drawings and Samples in accordance with the schedule of Shop Drawings and Sample submittals accepted bg ENGINEER as required by paragraph 19, ENGL\THER's review and approval will be only to determine if the items covered by the submittals will. after installation or incorporation in the work, conform to the inkrmtion givert in the Contract Documents and be compatible with the design concept of the completed Ro,lect us a functioning whole is indicated by the Contract Documents. ENGINEER•s review avid approval will not extend to means, methods, techniques, sequences or procedures of consuucticm (except where a particular means, method, technique, sequence or procedure of construction is specifically, and expressly called for by the Contract Documenis) or to safet4 precautions or programs incident thereto. The review and approval of u separate item as such will not indicate approval of the assembty in which the item functions. CONTRACTOR shall make corrections required In• 6`N(;fNEBR, and shall return the required number of corrected copies of Shop Drawings and submit as required new Samples for review and approval. C0'\7RACTOR shall direct specific attention in writing to revisions other than the corrections called for by' LNGIN'ETR( on previous submittals_ 6,27- ENGINEHK's review and approval of Shop Drawings or Samples shall not relieve CONTRACTOR from responsibility for am vanation from the requirements of the Contract fkicumrnis unless CONTRACTOR has in writing called EM31NEER's attention to each such variation at the time of submission as required lv paragraph 6.25.3 and ENULNEER has given wTitteo approval of each such variation by a specific written notation thereof incorporated in or accampanying the Shop Drawing or Sample approval, nor will any approval by F`,NGI` HE'R relieve CONl'RM-ToR from ri:punsibilit� for complying with the requirements ofparngraph 6.25_1. 6.28. Where a Shop DmwiW or Sample is required by the Contract Documents or the schedule of Shop Drawing and Sample submissions accepted by F.NGTNrF.FR as required by paragmph'_9. arty related Work Ixrfontted prior to HAOI TN: EER's review and approval of the pertinent submittal will be at the sole expense and responsibility of CONTRACTOR. Continuing the R-nrlr: 629 CO\7rtWTOR shall cam, on the Work and adhere to the progress schedule during all disputes or disagreements with MVNER. No Work shall be delaved or pxulponed pending resolution of amp disputes or disagreements, cxccpa as permitted by paragraph 15.4 try as OWNER and CON'i R'1CT'OR may otherwise agree in writing. 6.30. COATP-ICTOR's General Ifarranrr and Guarantee: 630 1 CONTRACTOR warrants and guarantees to (WNER. EtiGP-CER and ENCFN'EFR's Consultant-, that all Work will be it accordance with the C"onuact Documents and will not be &,jecrive_ CCINTRACTOR's watnmty and guarantee hereunder excludes defects or damage caused by: 6.30.1.1. abuse, modification or improper maintenance or operation by persons other than CON7iLAC1 OR, Subcontracttxs or Suppliers, or 630.1.2. normal wear and tear under normal usaUe. 630.2. COI?RACTOR's obligation to perform arid complete the Work in accordance with the Contract Documents shall be absolute. None of the following will constitute an acceptance of Work that is not in Ett]UL'CiENk3fa1. t.X7t3iMTlOMS 1910-S 0990 FA11"') e" 0 rY OP FCrK I COtt.i NS hiOUIFIC'.A'IlD'Cu' tauuy -020001 accordance with the Contract Documents or a release of CON'TRACTOR's obliggauon to perform the Work in accordance with the Contract Documents. 6.30.2_.1. cbservatiuns by ENGLNEER. 6,3+ 2.2. recommendation of any progress or final payment by ENMNIT-W. 630.2.3. the issuance of a certificate of Substantial Completion cn any paym n t bg MW ER to CONTRACTOR under the Contract Documenrs: 6.3o._.4use or occupancy of the Work or any pan thereof by OWNER. 630 23. anv acceptance tn' OWNER or any failure to do su: 6.30.?.6 any review aril approval of a Shop Drau"er or Sample mixtuttal or the issuance of it notice of acceptability by FNGINEE'R pursuant to paragraph 14..1.3: of 302.7. any inspection, test or approval by others; or G.302.8. am conecliorl of defective Work by Ulh'NF.R lndenatifrcatirnt: 631. 10 the fullest extent permitted by Laws and Regulations, CONTRACTOR shall infenrnfv and hold harmless OW'tiER, ENGINEER, I?�,GIN'EER's Consultants and the officers, directors, employees, agurts and otixr consultants of each and anv of them from and against all claimer costs, losses and damages (ncluchiv, but not limited to, all feesand charges of engineer&. architects, attorrtevs and other professionals and all axan or arbitration or ahcr dispute resolution costs) caused by. arising out of or resulting from the performance of the Wo& provided that am. such claim, cost, loss or damage 16 is aaributable to bodily nryry. slickness, disease a death. or to injury to or destruction of tratgible prop eny (other than the 4t'ork itself), including the loss of use resuftirrc thereGom, and (it) is caused in whale or in pin by anv negligent act or omission of COOT kACTC)R, any Subcontractor, any Supplier, am' pcxscrt or organization directly or indirectly employed by any of them to prafonn or furnish anv of the Work or anyone for whose acts an} of them may be Gable. regar4MeS3 of whether or not caused in part by any negligence or emission of a person or entity indemnified hereunder or whether liability IS imposed upon such indemnified party by Laws and Regulations regardless of the negligence of any such person or entity. 6.3' In am, and all claims against OWNER or ENGINEER or amp of their respective corriultamts. agents - officers directors or employees by any employee (or the survivor or Nos. nap representative of such emrployce) of CO\TRACTOR, any Subcontractor. am Supplier, any person or organizatiom directly or indirectly employed h % 17 any of them to perform or furnish any of the Work or anvone for whose acts any of them may be liable, the indemnification obligation under paragraph 6.31 shall not be limited in any way by any limitation on the amount or type of damages, compensation or benefits payable by ur for CON' PAC`.ft_1R or atw such Subcontractor_ Supplier or other person or organization under workers compensation acts, disability benefit ads or other employee benefit arts 633. The indemnification obligations of C O v TRACTOR antler paragraph 6,31 shall not extend it) the liability of EINGMER and ENGTNEER's Consultant& officers, directors, employees or agents caused by the professional negligence, errors or omissions of any of them - ,Survival ofObhgatzmi . 6.34. All representations.. milemmfieations. warran€ies and guarantees made in. required by or given in accordance with the Contract Documents, as well as all continuing obligations indicated in the Contract DaaanentLs, wifl sunnve final payment, completion and acceptance of the Ware and termination a completion tit the .Agreement, ARTICLE 7--OTHYR WORK Related lftork at Sue: 7.1. OWNER may perform other work related to the Project at the site fW 01 NTTER's own forces, or letother direct contracts thcrcf r which shall contain General Condtions sim ilar to these, or have other work performed by utility owners. If the fact that such other work is to be performed was not noted in the Contract Documents, then. (f) written notice thereof will be given to CONTRACTOR prior io starting any such other work anal (it} CONTR'tCT09 may make a claim therefor as provided in _ulicles I I and 12 it COATTRAC-T0R believes that such performance will imulve additional expense to CONTRACTOR or requues additional time and the parties are unable to agree as to the amount or extern thereof. 7 2. CONTRACTOR shall afford each other contractor who is a park• to sueh a dared contract and each utihry owner (and Ol NT-R- if OWNER is performing the additional work with OWNER's emplovees) proper and safe access to the site and a reasonable opporturait}for the introduction and storage of materials and equipment and the execution of such other work and shaft properly correct and coordinate the Work with theirs Unless otherwise provided in the Contract Documents. CON'TRACTCOR shall do all euuirq . fitting and patching of the Work that may be required to make its several parts conic together property and integrate with such other w(rk_ CONTRACTOR shall not endanger anv work of others by cutting, excavating a otherwise altering their work and will only cut or alier their work with the written consent of ENGI!NtLR and the others whose work will be affected. The duties and ro-spdmeihihties of CYONTFACfOR under this paragraph are for the benefit of such utility owners and other coramctors to the extent that there are comparable arcnC cr::EKAL CONOMa'ba tv pas rl vyo t>dtud.n 1 �' w;� C71Y OF i�oR"r COLLINS MODIt9CA"110A'5 CrdEtl 4,21N1D! provisions for the benefit of CONTRACTOR in said direct contracts between OWNER and such utility owners and other contractors. 7.3. If the proper execution or results of any part of C0NTRA("i'0R's Work depends upon work performed by others under this Article 7. CONTRACTOR shall imgvm such other work and promptly report to ENGINEER in writing any delays. defects or deficiencies in such other work that render it unavailable or unsuitable for the proper execution and results of CONE RACTOR's Work. CONTRACTOR's failure so to report will constitute an acceptance of such other work as fit and proper for integration with CONTRAC"TOWs Work except for latent or nonapparent defects and deficiencies in such other work, Codination: 74. If OWNER contracts with others for the performance of other work on the Project at the site. the foliowinp will be set forth in Supplemenwry C'ondincrms- 7A.1. the person, firm or corporation who will have authority and responsibility for coordination of the activities among the various prime contractors will be identified: 7.4.2 the specific matters to be covered by such authority and responsibility will be ttemiaul_ and 7.43the extent of such authority and responsibilities will he provided. Unless otherwise provided in the Supplementary Conditions, CO1%NrR shall have sole authority and responsibility in respect of such coordination, ARTICLE S-ONN NTR'S RF.SMN%l nJTIrS 8 1. Except as otherwise. provided in these Crermeml. Conditions, OWNT..R shall issue all communications; to CONTRACT OR through LNGIlc'EL1-C 8? In case of termination of the employment of ENGINEER, C)W'[NTsR shall appoint an engineer against whom CONTRACTOR makes no reasonable objection whow status under the Contract T)ocumerits shall be that ofthe former FNGINTER. 83, (OWNER shall furish the data required of OWNER under the Contract Documents promptly and shrill make payments to CONTRACTOR promptly when they are due as provided in paragraphs 14A and 14.13. 8A. (YA NER's duties in respect of providing lands - and easements and providing engineering surveys to establish reference px:mts are sct forth in paragraphs 4 1 and 4R. Paragraph 4.2 refers to OIA NTR's idteraifying and making available to CONTRA("TOR copies of reports of explorations and tests of subsurface conditions at the site and drawings of physical conditions in existing 6055 Harmony and Ziegler Road Improvements Front Range Village Development Addendum #1 Revised Bid Schedule Prepared by: The City of Fort Collins - Engineering - Street Oversizing Program Dated: 511512007 Item # Item Description Quand Unit Unit Cost Total Cost 2000.13 Harrison Yellow Shrub Rose - 5 Gal. 28 EA 2000-14 Single Pink Shrub Rose - 5 Gal, 23 EA 2000-15 Native Pink Rose - 5 Gal. 35 EA 2000-16 Dwarf Korean Lilac - 5 Gal. 471 EA 2000-17 Bar harbour Juniper - 5 Gal. 56 EA 2000-18 Hughes Juniper - 5 Gal. 142 EA 2000.19 Icee Blue Juniper 71 EA 2000-20 Dwarf Yellow Day Lily -1 Gal. 20 EA 2000-21 Feather Reed Grass - 1 Gal. 124 EA 2000-22 Variegated Feather Reed Grass -1 Gal. 66 EA 2000-21 Dwarf Fountain Grass -1 Gal. 114 EA 2000-22 Mulching 39190 EA SUBTOTAL: - Contract Bond 1 LS 625-01 Construction Surveying 1 LS 626-01 Mobilization 1 LS 63 1 ISS ecial Signs 3" letters on 48"x48" 27 EA 630-02 Variable Message Boards 20 EA per Da 630-03 Type III Barricades 8 Section 630-04 Traffic Control 1 LS SUBTOTAL: TOTAL PROJECT: $Dollars TOTAL WRITTEN IN WORDS COMPANYNAME SIGNATURE TITLE PRINTED NAME DATE structures at or corrtmuous to the site that have been utilized by ENGINEER in preparing. the Contract Documents S " t�4�7�73�1�'s-rr^,pees:ihtlflietita-res�k-ef-purt#w!oi»g forth -in. paragraphs.5.5 through S;,10 86 OWNER is dlligated to execute Change Orders as indicated in paragraph 10.4, .0 OWIMER's responsibility in respect of certain inspections, tests and approvals is set forth in paragraph 13 4. h.8_ [it connection with OWtiHR's right to stop Work, or suspend Work, sce paragraphs13.10 and 15-1, Paragraph 15_2 gals with OWNER's right to terminate services of C0V'I'RACTOR under certain circumstances. S. The OWNER shall not supervise, direct or have control or authority over. nor be responsible for, C00%', 'RACCi'f>R's means methods, techniques, sequences or procedures, of construction or the safety precautions and programs incident thereto, or for any failure of CUNTRACI-OR to comply with laws and Regulation% applicable to the furnishing or perfilmtan:e of the Walt. OWNHR will tom he responsible to €'t 7NTI2Af C7THt's failure to per€orn or furnish the Work in accordant with the Contract Documents 9 ttl..Y:iW'vkidZ's-responSiMiltR'--an-restwt-4 undisulased 8. h rv-im'ry Ar"a ol, arrangaaueatEs have -been -made to satistj LINT-*ER's rtbliteaiox�;-taaadx—than-{t-o�:t;.: ��-.�..sa.r-fa�--F:t?#q�R1 responsibility in respect thereof will be as- set forth -in the tiupplementara Cxtnlitions ARTTCLE 9—T\C,TNEFR'S STATt'S DI -RING CONS"TRUC 10N 011N R'sRepresentative: 9.1. FN,0r\TER. will be OWNIER's represematne during the construction peno d. The duties and responsibilities and the limitations of authority of IIVGIIwiEER as OWN-ER's representative during construction are set forth in the Contract Documents and shall not be extended without written consent of OlVNL`•R and ENG1INTEER. I inits to Site: Q'. ENGINEER will make visits to the site at intervals appropriate to the various stages of construction as ENGINEER deems necessary in order to observe as an experienced and qualifies design professional the pra_ress that has been made and the gwnlity of the various aspects of CONTR.ACTOR's executed Work Erased on information obtained during such visits and obs nations, EN(I NEER will endeavor for the heneGt of 0XVNIfiR to determine. in general, if the Work is proceeding in accordance with the Contract Documents HN{ Nr E'HR will not be required to make exhaustive or continuous on - site inspections to check the quality or quantity of the Work. ENGINEERS efforts will be directed toward providing for OWNER a greater degree of confideme that the completed Work will conform generally to the Contract Documents. On the basis of such visits and on - observations, ENGINFHR will keep UWNHR informed of the progress of the Wart: and will endeavor to guard OAVNF.R af;rnnre dyf,crive Work fNGINtiFR's visits and on -site observations are subject to all the limitations on ENGINEER's authority and responsibility set forth in paragraph 9.1.11, and particularly, butwithout. lmuitatlom during or as a result of ENGINEER`S on -site visits or observations of CONTRACPOR4 Work FiNGINFER will not supervise. direct. control or have authority over or be resTx-,nsible for COiN"fRAC"fOR's means, methods, techniques, sequences or procedures of construction, or the safety precautions and programs incident thereto, or far any failure of CON-1 RACTOR to comply with paws and •Regulations applicable to the furnishme or performance of the Work. Project Representarivc: 9.3. If (AVNPR and I- NGInNKV'R aura FVOINHH;R will furnish a Resident Project Representative to assist ENGE VEER in providing more continuous observation of the Work. The responsibilities and audtonty and limitations thereon of am- such Resident project Representative and assistants will be as provided in l g T� ,,nd :.� ra ra 9; .trod 9.I.i 1lanaantaw Conditions of these General Condiruuirs, If OWN7Efi de-sienntes another representative or agent to represent C VNER at the site who is not ENGItN-1`ER's Consultant, agent or employee, the responsibilities and authority and limitations thereon of such other person will be as provided in the -yxapplertlentarr-FKsnclitaons ptarngraph ot_l ofthese General Condtions ff the EtiGTNFSR furnishes a Resident Project Representative. {RI>R) or other assscnts, or it the OWNERdesignates a Representative or. agent al] ac1lnn'tijed,win�>wnraerapit.,4 . of the General Conditions, these Representatives shall. have the autho my and limitations as provided in paragraph 9.13 of the General Conditions and slsdl he subject to the follown i),;.1. The Representative's dealings in matters pertaining to the on�-ue work wilL in general, be with the E'.GINTERand C01v-TRACTQK ._Bui,_thc Representative will keep the, 01VNMR properly advised about such matters. The Representative's dealMEN with subcontractors will onK be through or with the full knowledge and.. approval. of the CONTRAC-FOR. 9-3?. Duties and Rcs nsibilities. RL vsentative will oa.i.21 Schedules - Review the ttra£res% r-rc•Lxt or;tstx at, contxna>.� ayrn-s (1990 Fainsa, 19 w, (I IY OP FCatT COLLI NS MOUtITCATIONS dirty 4,20M) schedule andother sclredulcs_ltrepared_i�_„-the CONTRACTOR and consult with the GNGrN'EER concerning acceptability. 2.3=-2 _C:_Attend meeting with the CO TRACTOR such as preconstruciun conferences, progress meetings and other_job conferences and prepare and circuiaw copies of minutes of meetings. 93.2.3. Liaison 93 _3.1 Serve as HNC?INFFR'S liaison with CONTRACTOR, workir , Rgncipa•By through (X)NTRACTOR`S superintendent t( assist the CONTRA(IOR in understanding the C'pntract Uacumen4s. o z ^ 3 ^ Assist in obtaining from OwNL'R addntiorml details..,, or mfotmtannn w-horn re wired Cur ro r esecutiun of tie work. 93:13.3. Advise the ENUINI E.R and CONTRACTOR of the commencement of arts l4_cxR rrguKing a Shop_l)rawing.. sale submission if the submission has not been approved In•.the NNGINEE R 4 i 4 Review of Work, Rejection of Defective Work Inspccuon%and Tests- 9 32A-1- Conduct on -site observat1.ions of the Work in progress to assist the ENG1NEER v proceeding -in to determining that the Work is acerdance with the Contract i)rcumems. 932$, RcTtort to the h'NC11NH R whenever the Representative believes thatthe Work m unsmtstacory Faulty or detectne, or does not conform to the Contract TDocumcros, or has been damaged, or does not meet the ireyuiremcnts of any inspections teats or approvals requited it, be, made„aruf advise the FNTGTNFF.R when he believes work should be corrected cr re3ecieil. or should be uncovered ' ! Tom' testing, loin otrxrymton or requites special , rnapectigt nr_Ippro�al, 932..3. :accompany visiting inspectors reprewntinp public or (Aber agencies lacing turi%lic ion over the Protect, nAxrd the results of thew insnectiorri and report to the ENGINL" Di 9,323 lnterpretauon - of Contract Documents.. Report to ENGINEER when clarifro stuns and interpretations of the Contract Documents are needed and tra.nsniit to CONTRACTOR clanfcauon and interprMi of the Contract Doetiments as issued bv the MS GINEER. 9.3,16 h4odificatiom. Consider and evaluate CONTRACTOR'S su gestions For Ed('DCGE%IAAI.('GNIX12OP;i N N1 s(1990ENtim) w (II-) OF PORT C'OLLIhS AIUUII7(:A77OAIS rtuty 4.00001 modification, p PrAn- tngs,or. Specificaticros_:ind repitii. these recommendations to ENt,NEER. Accurately transmit to COINTR.AC "OR decisions issual hv= the FNGrNTEft. 9.3.2.7. Records, 0,.3 � Reports. 9.3 R 1. Furnish ENGLNEER periodic reports,, as reyurred of the progress of the Work and of the CUNTRNCTOR'S compliance. with the progress schedule. and schedule of shop Drawing and sample sttbmittals; 0 3 _' R 2. Consult with L''�GtNTEER in advance of scheduling major tests, utapectwm .x start (f imp<man(rhases of the Work. 9.329 3 Draft proposed Chance Orders and Work Direcli eC'ham+ _,. obtaining backup material From the CON'T'RA(71.0 and recommend to ENGFNUR Chance Orders, _WqrL f)ac{tiye Char,rs., orders 9318 4 Report unmediately to INGINEER and OXVNEt the occurrence of anc accrdom. 9.3.29. Ra vment Re cats. Revimv tigplicatims for_jxnrencm with CONTRACTOR OR for compliance with the established procedure fur their submission and forward with recommendation to 9N19NI LI2 n xi> parttcularl the relati(I $htl of the payment requn�sted to the schedule of values, work completed and materials emit equipment delivered at the sitc but not incorporated in the Work. p.3._.j0. Completion. 9.12.10.1. Before ENGrNTER issues a Certificate of Substantial Cont iron. -submit to COVfRACTOR a list of observed items TSAuTinIL, ection or cc" Idiom Conduct final inspection in the comnanv of the HNGINH.k.R OFt'NkR and MNTR_ACCIOR and prgNre_afi_ml list of items ten be corrected or completed. in 3 ^ IV Observe that all items on the final list baye lnaen eo rrected,or_mmplGtcd and tnalwc re_Ummendations to hNGIyEER concerning acceptance. c> 3 Limitation of Authorm- The Representative shall not; 93 3 1 Authorin _ am' deviations from the C'omract Ikx,uments car acccpt,_am substitute materials or equipment, unless authorized by_ the F,NC;1 N HER, Exceed limitations of ENC,INEHR'S authority as set forth in the Contact D�nc➢mentS 9,333, Undertake amv of the responsiFnhticc of the-COINTRACCTOit. Subcontractors. or CO\TRACTOR'S superintendent 9 > 4 Advise on or issue directions relative to or assume control c er an%, aspect of the means methods, technrqucs sequences or procedures for construction unless such is specifically called for in the Contract Documents. 93.35 Advise on or issue directions regarding _ or assume control over safet4 precautions and PT067ams in connections with. the Work. 9.3.3.6. Accept Ship Drawings , or sample submittals from anvone otter than the ('O\'TRACTOR. 933.7_ Authorize OWNER to enccumthe \\'cal AK11 le or_%n part, 9.3.3.8. Participate" in specialized Grid_ or laboraton- tests or insnections conducted by others except as, sptxiftcally authorized bM"_,. the ENGINEER Clarifrcutions unit Interpretations. 94. ENGIINIEER will issue with reasonable promptness such unnen clarifications or mterpretations of the F:KUC C+l:='�EItAl, t_Y)NUI'r10NS 1910-8 (19W hditian w 01Y OF FOR F COLLINS MODIFICATIONS ❑ LV 4=2(KK)1 requirements of the Contract Documents (in the form of Drawings or otherwise) as ENGINEER may determine necessary. which shall be consistent with the intent of and retsorwbh- inferable from the Contract Doncumenta Such written clarifattions and Interpretations will be binding on OWNER and CONTRACTOR. if OWNER or CONTRACTOR believes that a written clarification or interpretation justifies an adjustment in the Contract Price or the Contract Times and the parties are unable to agree to the amount or extent thereof, if any. OWNER or CONTRACTOR may make a written claim therefor as provided in Article 1 I or article 12, Authorized I iihations in If ork: 9.5J-,NuJ J-.FR may authorize minor variations in the Work from the requirements of the Contract Documents which do not involve an adjustment in the Contract Price or the Ctartmct 'fames and are compatible with the design concept of the completed project as a functioning whole as indicated by the Contract Documents These may ise accomplished by a Field Order and will lac binding on OWNER and also to CONTRAC. FOR who shall perform the Work involved promptly_ If OWNER or CONTRACI"OR heljeves that a Field Chia justifies an adjustment in the Contract (trice or the contmci Times and the parties are unable to agree as to the amount or extent thereof. OWr,7FR or CONTRACTOR may make it written claim therefor as provided in Article I or '12 Rejecting Dgfearre Work: 9b FM1INhFR will have authority to disapprove or reject Work- which F\GT?dEER believes to be d2ketive_ or that ENGINEER believes will not produce a completed project that conforms to the Contract Documents or that will prejudice the fntegrar'V of the design concept. of' the completed Project as a functioning whole as indicated fw the Contract Documents, ENGI-.\EER will also have authority to require spacial inspection or testing of the Work as provided in paragraph 139, whether o not the Work is fahrimted, rrswfled or completed Shop Drawings, Change Orders and Pavnlentsr 9.7, Ill connection with ENGI\'ITRs authority as to Shop Drawings and Samples, see paragraphs 6 24 through 6.28 inclusive. 9 8 In connection with F.NGPNT ER:s authority as to Change Orders. see Arucles 10. 11. and 1'_. 9.9. In connection with ENGpN''FFR'S authority as to Applications for Payment, see :,ruche 14 Determinations for I-nn Prices: 9.10. ENGINEER will determine the actual quantities and classifications of (;nit Price Work performed bs COh.-TRACTOR ENGINEER will review with CONTRACTOR the E'N(;INHER's preliminary determinations on such matters before rendering a written decision thereon (hy recommendation of an .Application for Payment or otherwise) ENGINEER's wrinen decision thereon will be final and binding upon OWNMR and CONTTRACTOR. unless. within ten days alter the date of any such decisiom either OWNER or CONTRACTOR delivers to the other and It, ENGIiv'EER written notice of intention to appeal from FNG1NEEK's decision and: (i) an appeal from ENGINELRs decision is taken within the time limits and or accordance with the procedures set firth in Fvltihit GC :A. "Dispute Resolution Agreement", entered into between OWNER and CONTRACTOR pursuant to Article 16, or (ii) if no such Dispute Resolution Agreement has been enteredinto, a formal proceeding is instituted by the appealing party in a forum ofcompet nt jurisdiction to exercise such rights or remedies as the appealing party may hive with respect to ENUINEER's decision unless otirmisc agreed in w•ritme by OWNER and CONTRACTOR. Sudi appeal will not be subject to the procedures of'paragraph 9,11, Deeisitms on Disputes: Q.11. F`.NCHNEER will be the initial interpreter of the requirements of tire Contract Documents and judge of the acceptability• of the Work thereunder_ Claims, disputes and other matters relating to the acceptability of the Work or the interpretation of the requirements of the Contract I )ncumeras pemiming to the performance and furnishing of im the Work and clas under .Articles l I and 12 in ra-;pca of changes in the Contract Price or Contract Tunes will be referred mitialiy to HNUINEHR in writing with a request for a formal decision in accordance with this parri mph. Xkrinen ntticc of each such claim, dispute or other matter will be delivered by the claimant to ENGINEER arki the other party to the Agreement promptly (hut in no event later than thirty days) after the start of the owcunenc e or event giving rise thereto_ and written supporting, data will Nee submitted to ENGINEER and the other party within sixty clans after fix start of such occurrence ce or event unless fiNi,rNt,ER allows an additional penckt of time fir the submission of additional or more accurate data in support of such claim, dispute or other matter_ The opposing party shall submit any response to ENGINEER and the claimant within thirty days after receipt of the claimant's last submittal (unlc.Ls FNGi'xTFFR allows additional time). LNGI'sMEk will render a formal decision err wrtmg within thirty days alter receipt of tlx opposing party s submittal, if any, in accordance with this paragraph. F.NGT`\'EL•R's written decision on such claim, dispute or other matter will be fatal and binding upon OWNIR and CONTRACTOR unless. () an appeal from ENGINEER's decision is taken within the time limits and in accordance withthe procedures set forth in E%H11311 G<.;.:.A 'Onpute Resolution Agreement", entered into between GONER and CONTRACTOR pursuant nt to Article K ce (it) if no such Dispute Resolution Agreement has been araered into, a written notice of intention to appeal from ENGINELR's Written decision is delivered by 0GGNER or CONTRACTOR to the other and to 12NGINLER within thtriv days after the date of such decision and a formal proceeding is instituted Iry the appealing pariv in it forma of competent jurisdiction to cue ise such rights or remedies as the appealing party may have with respect to such claim, dispute or other matter in aecordance with applicable Laws and Reaulatioms within sixty days of the date of such „� E:R'DC Uk:7straNa CtiNt$7t0?W'�1910-8 (1990 Elhtimt -- u 0rYOFFORT C.OELt NS MOUn9CAT1O\S(tidy 4i201r01 decision, unless otherwise agreed in writing by OWNER aml CONTRACTOR 9.1^ When functioning as interpreter and joke under paragraphs 9.16 and 9,11. ENGINEER will not show pertialitf to MWER or CONTRACTOR and will not he liable in cotmection with am interpretation or decision rendered in good faith in such capacity The rendering of a decision by O;G INLER pursuant to paragraphs 9,10 or 9.11 with respect to any such claim. dispute or other matter (except am` which }cave been waived by the makine or acceptance of final payment as provided in paragraph 14,15) will he a condition precedent to any exercise by OWNER or CONTRACTOR of such rights or remedies as either may otherwise have under the Contract Documents or by l.,m s or Regulattons in respect of anv such claim, dispute is other matterfAwbuw"�Artwle_16. 9J3. Limitations im E EhVh7:=Ts Aathnritr and Regwnsibifitiev� 9.13.1_ Neither ENGINFER's authority or responsibility under this Article g or under am- other provision of the Contract Document; nor any decision made by F NGINEFI: in good faith either to exercise or not exercise such authority or responsibility m the undertaking, exercise or performance of am• authonty or re^sponsibilit}• by ENGINEER shall create, impose or give rise to any duty owed by L ,' ER to CONMACTOK, any Subcontractor, any Supplier, any other pe , iri or crenniaation, or to am• surer, tiff or employee or agent of any of them 9.13:2_ EN6I'tiEER will not supervise.. direct, control or have authority over or he respomstble for t"ONTR'Gf TOR's means, methods, techniques, sequences or procedures of concoction. or the safct% precautions and programs incident thereto, or for any failure of CONTRACTOR to comply with Laws and Regulations applicable to the fen shing or Ixttbnnance of the Work ENGINMR, will not be responsible for CONTRACTOR'S htilure to perform or furnish the Work in accordance with the Contract Documents. 9.113. ENGINEER will not be responsible lit the acts or omissions a' CONTRACTOR. or of any Subcontractor, anv Supplier. or of any other person or organization performing or furnishing any of the Work. 9.13.4. ENGINEEK's reviewof the firm) Application for Payment and aecompanvitn documentation and all maintenance and operstirn3 instructions, schedules, guarantees, Brinds anti certificates of inspection- test and approvals and other documentation required to be delivered by paragraph 1412 will only be to determine generally that their content complies with the requirements oL and in the case of certificates of inspections_ tests and approvals that the results certified indicate compliance with the Contract Documents, 9.13.i The limitations upon authmny and responsibility set forth in this paragraph 91:3 shall also apply to ENGINEER's Consultants, Resident Project Representafive and assistants. AR'11CLk 10—(FIANCES lrN'rnF_ woRK 10.1. Without invalidating the .Agreement and without notice to any surety. OWNER may, at any time or from time to time order additions. deletions or revisions in the Work. Such additions, deletions or revisions will he authorized by a Written Amendment. a Change Order. a a Work- Change Directive. upon receipt of any such document. CONTRACTOR shalt promptly proceed with the Work involved which will be performed under the applicable conditions ofthe Contract Documents (exmpt as otherwizespeciftcalh provided" 102 If Ot\rNER and CONTRACTOR are tumble to agree as to the extent, if am, of an adjustment in the Contract Price or an adjustmmm, of the Contract Times that should he allowed as it result of a Work, C'hange Directive_ a claim may be made therefor as provided in Article 11 or Article 1 103 CONTRACTOR shall tint he entitled to an increase in cite Cnttact Price o an extension of the Contract Times with respcct to any Work performed that is not required b the Contract Documents as amended modified and supplemented as provided in paragraphs 3.S and 3.6, except in the case of an emergency as provided in Paragraph 6.a or in the case of uncovering work as provided in paragraph 1.39 10.4. OWNER and CONTRACTOR slmtt execute appropriatc Change Ordcas recommended by^ E`eGINISR for written,- Amendments} covering, In 4 1- changes in the Work which are (i) ordered by Olk7NER pursuant to paragraph 10.1. (ii) required because of acceptance of defective Workunder laaragriph 13.13 or correcting ckjecure Work- under paragraph 13.14, or (w) agreed to by the patties, Io4'- changes in the Contract Price or Contact Times which are agreed to by the parties, and I0.4 3changes in the Contract Price or Contract Times which emboxdy the suhstance of any Nvrittcn decision rendered by ENGINEER pursuant to paragraph 9. l I - provided that, in lieu of executing any such Chance Order, an appeal may be taken from any such decision in accordance with the provisions of the Contract Documents and applicable Laws and Regulations, but during any such appeal. CONTRX-TOR shall carry on the Work and adhere to the progress- schedule as provided in paragraph 6.29. 10.5. If notice of any change affecting the general scope of the Work or the provisions of the Contract Documents (including, but not limited to Contract Price or Contract Times) is required by the provisions of any Bind it) be given to it surety, the giving, of any such notice will be CONTRACTOks resptmsibrhty. and the amount of each applicable Bond will be adjusted accordingly. ARTICLE 11- CHA-NGF' OF C0NTRA(T f'R10E 11.1. The Contract Price constitutes the total compensation (submi to authorized adjusmtems) payable to CONTRACTOR for performing the fork All duties responsibilities and obligations assigned to or undertaken by C ONTRAM'01: shall he at CONTRACT( AC'T( )R's exTise without change in the Contract Price. 11.1 "fhe Contract Price may only be changed by a Changc Order or by a Written :Amendment Any claim for an adiustment in the Contract Price shall tx leased on written notice delivered by the party making the claim to die other party and to ENGINEER promptly (but in tic) eventlater ohm thirty clays) after the sum of the occurrence or evert giving rim to the claim and stating the general nature of the claim Notice of the amount of the claim with supporting data shall be delivered within sixty days after the start of such occurrence or even (utdess 1 NGTNtFF.R allows additional time for claimant to submit additional or more accurate data in support of the clamt) and shall be accompanied by claimant's wrincn statement Thai the adjustment rained covers all known amounts to which the claimant is entitled as a result of said occurrence or event. All claims for adjustment in the Contract Priceshall be determined by LNGINX R in arc<xdanc:e with paragraph 9.11 if 01A^vER and i'"ONTKACTOR cannot otherwise agree on the amount invoved_ No claim for an adjustment in the Contract Rim will be valid if not submitted in accordance with this Paragraph I t?. 113. The value of ari Work covered by a Change Order or of any claim fen an adjustment in the Contract Price will Ix determined as follows. 11.3.1, where the Work involved is covered ivy unit prices contained in the Contract 0ocurrcnts, by application of such unit prices to the quantities of the items involved (suhject to the provisions of FJCA)i'tlti*atR,41.(,'oNr>rnoNg ivlo.s o9w ii4i,m) w% CT"t1' PP fCAtT CCt,LI NS MCUJt[ICA'r10!S {a7;'y' gr2(Mril) paragraphs I f.9.1 through 11.93, inclusive'; inhere the Work involved is nor covered by unit prices contained in the Contract fkxuments, by a mutually agreed payment basis, including lump sum (which may include an allowance for overhead and profit not necessarily in accordance with paragraph 1 1.6.2): 11.3.3, where the Work involved is not covered by unit prices contained in the Contract Documents and agreement to a lump sum is not reached under paragraph 11.3.2, on the hasis of the Cost of the Work (determined as provided in paragraphs 11.4 and 11.5) plus a C'ONIRACTOP's fee for overhead and profit (detcrmincd as provided in paragraph 11,6.o_ Corr of the Work: 114- The term C7om of the Work moms the sum of all costs necessarily incurred and paid lap CONTRACTOR in the proper performance of the Work- Except as otherwise may he agreed to in writing by OWNER, such costs stall he in amounts no higher than those prevailing in the locality of the Project shall include only the following items and shafl not include any- of the cZms itemized in paragraph 11, 5- 11 4,1- payroll costs for employees in the direct employ of (S)N TRACTOR in the performance of the Wort; under schedules of job claesifiaanons agreed upon by OWNER and COh1TRAC'IOR. Such employees shall include without Limitation superintendents,, foremen and other persnnncl employed full-time at the. site. Pa}Toll Losts for employees not employed full-time on the Work shall be apportioned on the basis of their time spent on the Work. Payroll costs shall include, but nor be limited tole salaries and wages plus the cast or Fringe benefits which shall include social security contributions, unemployment, excise and payroll taxes, workers coanpemsation, health and retirement beneftis-bonuses, wiek3ear•r-vffemiffi- nJ4w Achy -pay applicable thereto. The expenses of performing Work after regular workutg hours, on Saturday. Sunday or legal holidays, shall Nu included in the above to the e.�acnt authorized by Old -%MR. 11.4 2. Cast of all materials and equipment furnished and incorporated in the Work, mciuding costs of €ranspnnation aril stonuge thereof- and Suppliers field senices required in connection therewith. .All cash discounts shall accrue to CONTRACTOR unless OiVlATR deposits funds with C.'O\TTRACTOR with which to make 7iyments, in which ease the cash discounts stall accrue to OWNER. All trade discounts- rebates and refunds and returns from sale of surplus materials and equipment shall accrue 4) OWNER and CONTR-ACI'OR shall make provisions so that they may be obtained 114.3. 112}mtents made tit, CONTRACTOR to the Subcontractors for Work performed or furnished by Subcontractors. It required by, OWN F.R. 24 kJC tic t7�N'FJt it CC'Nb[72Cd;tS tslu-s (i r9n i,.muati u (77Y OF FOR CCOL4ItiS AtWr11(:i'[7C114 i1i[l'-0^_INIO} CONTRACTOR shall obtain competitive bids from Subcontractors acceptable it) OW'NTER and CONTRACTOR and shall deliver such bids to Ot';tNTR who will then determine, with the advice of ENIGINTER, which bids if any, will be accepted. If any subcontract provides that the Subcontractor is to be paid on the basis of Coat of the t{ram plus a fee, tie Subcontractor's Cost of the Work and fee shall be determined in the same manner as CONTRACTOR's Cast of the Work and fee as provided in paragaphs 11.4, 115, 11,6 and 117_ All subcontracts shall be subject to the other provisions of the Contract Documents insofar as np plieaable. 1144 Costs of special consultants Oncluding but not limited to engineers, architects, testing laboratories- surveyors, unorneys and accountants) employed for services specifically related to the Work. 11.4.5. Supplemenal casts including the follonvina: 114,5_1 The proportion of necessary transportation travel and subsistence eNpenseq of C1ON1 RACI"OR's employees incurred in discharge of duties connected with the Work, 11,4 5.2. Cent, including transportation and maintenance_ of all materials, supplies. equipment, machinery, appliances, office and t�xnporsry facilities at the site and hand tools not owned by the workers. which are consumed in the performance of the Work- and coast kss market value of such items used but net consumed which remain the property of C0\'TRA('TOR 11.45..i. Rentals of all construction equipment and machinery and the pacts thereof whether rented from CONTRACTOR or others in accordance with rental agreemerim approved by OWNER with the advice of ENGINEER, and tie costs of transportation, loading. unloading, installation• dismantling and removal thereof --all in accordance with terms of said rental agreements. The rental of any such equipment, machinery or pans shall cease when the use thereof is no longer necessray fix the Work. 11.4.5.4. Sales. consumer. use or similar taws related to the Work, and fox which CONTRACTOR is liable. imposed by I..aws and Regulations. 11,4.5.5. Deposits lost for causes other than negligence of CO-NTR:WTtR any Sub oritracto or anyone directly or indirectly employed by any of ihem or for whose acts any of them ma; be liable, and royalty payrnents and roes for permits and licenses. 11.4?.6. Losses and damages (and related expensed caused by damage to the Work, not compensated by insurance or otherwise, sustained lnv C0NTk At"I�OR in connection with the performance and furnishing of the Work (excepi tdawes and odamau-,es within the deductible amounts of property insurance established by OWNER in accordance with paragraph Set), provided they have resulted Goan causes other than the rnnligenCe of CONTRACTOR- am Subcontractor. or anyone directly or indirectly employed by any of them or for whose acLs am• of them may be liable. Such losses shall inciudc settlements mace with the written consent and approval of OAk'NER 1v0 such loses:,, damages and expenses shall be included it the Cost of the Work for the purpose of determining CON MCTOR's fee tf however, any such loss ca damage requires reconstruction and CONTKAM OR is placed in charge thereof. CONTRACTOR shall be paid for services a fee proporunnatc to that stated in paragraph 1 1,h 2 11.457. The Forst of utilities, fuel and sanitary facilities at the site, 11,45.8_ AMinor expenses such as telegrams, long, distance telephone calls, telephone service at the site. expressage and similar pctry cash items in connection with the Work- 11 AST+. Cost of premimms for additional Aonds and insurance required because of changes in the Work, 11, - 1-he term Cast critic Work shall not include any of the following: 115.1. pavroll costs and other contpcnmucin of CUNTRACTOR's officers, executives, principals (of parinersbip and sole prnpneavrshipsi, gencral managers, cngincers architects, estimators, anornevs, auditors" accountants_ purchasing and umtractin, agents, espeditem, tut akcepers, clerks and other personncl employed bw CONTICACTOR whrethei at the site or in C:ONTRACTOR•s principal or a branch uflict for general adnt inistration of the Work and not specifically included in the agreed upon schedule of job classifications referred to in paragraph 114.1 or specifically covered by paragraph 11_A4—all of which are to be considered administrative casts covered by the CO'_47R-\(-TOR's fee I l 5 Expenses of CON'TR ACTOR's principal and brnnch offices otber than C:1Tv7RACTOR4 offtox at the site. I1.53" Arty part of CONTRACTORS capital expenses, including interest on CONITRACTOR'S capital employed for the Work and charges against C N71ZACTOR for delinquent payments. 11,5.4, Cost of premiums for all Bonds and for all insurance whether or not CO1 TRACTt3R is required by the Contract Documents to purchase and maintain the same (except for the cost of premiums covered to subparagraph 11.4.5.9 alwvej. FJC1X'r3FNFRAt CON N-11 ON'S t 916-S f 19W iridium 1 a•:OFY or FUILT <:{ri,L1 A'S iCMJIt7CAJ7a 5p2t;F 440t101 11.5S Ce is due to the negligence of CONTRACTOR, any Subcontractor, or anyone directly or indirectly employed by anta v of theor for whose acts am of IK-.m may beliabfe, including but not limited to the correction of affieclire Work, disposal of materials or equipment wrongly supplied and making good any damage to property. 11.`.6 Other overhead or general expxrec costs of mw kind and the costs of any item not specifically and expressly included in paragraph 11.4, 11.6_ The CCJ,NTRACfOR's fee allowed to CONTI' 4CTOR for overhead and profit shall be determined as follows: 1 l .6.1. a mutually acceptable fried fee. or If .62 if a Fixed fee is not agreed upon, then a fee haled on the following percentages of the various portions of the Cost of the Work: 11.6 2.1. for costs incurred under paragraphs 11 4.1 and 11 4., the CONTRAM OR's fee shall he fifteen percent 11.6.23. for Casts incurred under paragraph 114.a, the CO\71ZACTOR:s fee shall be five percem, 11.6.2.A where one of more tiers of suhcantracts are an the basis of Cast of the fork plus a fee and no f'ured fee is agreed upo4 the intent of paragraphs 11 4.1, 11.42 114.3 and 11.6.2 is that the Subcontractor who actually pertbims or furnishes the Mork, at whatever tier. will he paid a fee of fifteen percent of the costs incurred by such Subcontractor undcr paragraphs 11 4.1 and 1 LA? and that am higher tier Subcontractor and CONTRACTOk will each be paid it fee of five percent -of theutnoutnt -paid to the nee -t lower tier-Subcunuactor. ur be negotiated in good faith with the OW'N 'd2 but not to exceed five percent or the. amount paid to the. next lower tier Subcontractor" 1 LC_'A. no fee shall be Nyable cm the basis of casts itemized under paragraphs 11 4A 11.4, and 11 ; 11.6_'S. the amount of credit to be allowed by CON7R4CTOR to OWNER for am change which results in a net decrease in cost will be the amount of the actual net dee case in cost plus a deduction in CO_tiTRACTOR's fee by an amount equal to five percent of such net deacase; and 11.6.16, when both additions and credits are involved in any one change, the adlustment in COMRACTOR's fee s}vt11 be computed on the basis of the net change in accordance with paragraphs 11 6.2_-1 through It inclusive. 11.7. Whenever the cast of anv Work is to be, 25 determined pursuant to paragraphs f1a and 11,i CC)N'TR4CT(.'.)R will establish and maintain records thereof in accordance with generally accepted accounfing pmetices and submit in form acceptable to MN'GI\TT-,,R an itemized cost breakdown together with supporting data. Cash Allowances. I LS. It is understood that CONTRACTOR has included in the Contract Nice all allowances so tamed in the Contract Ducuments unit shtdl cause the Work so covered to be furnished and performed for such sums as may be acceptable to OWNER and ENGINEER CONTRACTOR agrees that. I1-881. the allowances include the cast to CONTRACTOR (less any applicable trade- discounts) of materials and equipment required by the allowances to be delivered at the site, and all applicable taus; and CONTRACTOR's costs for unloading and handling on the site, labor. instaf lation costs, overhead_ profit and other expenses contemplated for the allowances have been included in the Contract Price and not in the allowances and no demand for additional payment on account of any of the liregohn will be valid. Priorto final payment, an appropriate Change Order will be issued as recammenck:d by ENCIINEEk to) reflect actual amounts due CONTRACTOR on account of Work entered be allowanccs, and the Contract Price shall be atrespomdmgfy adjusted. 11.9. Knit Price lforkr 11.9.1, Where the Contract Documents provide that all of pan of the Work is to be Una Price Work. mitialh- the Contract Price will be deemed to include for all Ural Rice Work an amount equal to [he- sun of the established unit prices for each separately identified item of Unit Price Work timcs the estimated quantity of each item as indicated in the Agreement_ The estimated quantities of items oi' Unit Price Work are not guaranteed and are solely for the purpose of utmltuison of tuts and detcrmmirg an moat Contraci Price- Determinations of the actual quantities and classifications or Knit Price Work perfomed by CONTRACTOR will be made by ENGINEER in acccs•d:aicewiUlpam�;tph').1h1. i Each unit price will be deemed to include an amoxim considered by CONM ACTOR to he adequate to cover CONTRACTOR's overhead and profit for each separately identified item M93 01V\13R ar CONTRACTOR may mode a claim for an adjustment in the Contract Price in accordance with Article I if. 11.9.1.1, the quantii) of any item of Dnit Price Work performed by CONTR,ACrOR dittos materially and significantly from the estimated quantity of such item indicated in the Agreement: sx'UC GY 2tRA1., CO.N'OMONS 1 L la 3 Q 9yo 1,61Mu w%(I F) OF FOR VOLLiMS MODIRCAT10 VS R1:1 a zaaa) and I I J.a there is no corresponding adiusunent with respect team other item of Work, and 11,933 it' CONTRACTOR believes that (CONTRACTOR is entitled to an incrcasc in Contract Price at a result of having, incurred additional expense or OWNER believes that OWNER is entitled to a decrease in Contract Price and the parties are unable to agree as to the amount of any such increase or decrease. 119 3A. C(71v TRXJOR acknowledges thki the OWNER has the right to add or delete items in the Bid or change_ quannes at OW FWS sale �iixseti m without affcctina tk Contract Price of any remammiz item so lone as the deletion or addition does not exceed twenr%-drve perccnt of the onjgmai tcaal Contract Price. ARTICLE 12-C UMNGE 0FC0'4TRACT TlMkLS i --.I The Contract 'Times ( or ;vlilestemas) may emly he changed by a Change Order or a 'Whiten :ymendmeni Any claim for an adjustment of the Contract Times (or Milestones) shall be basset on vviaten notice deliveted by the party making the claim to the other piirty and to ENGINEER promptly (but in mi event later than thin days) after the occurrence of the event eivine rise to the claim and slatinc the Rencral nature of the claim. Notice of the cxtarn of the claim with suppanirg, data shall be delivered within sixty days after such occurrence (unless ENGfNEER allows additional time to ascertain more accurate data in support of the claun) and shall be accompamed by the claimant's written statement that the adjustment claimed is the entire adjusunent to which the claimant has reason to believe it is entitled as a result of the occurrence of said event. .4 claims for adjustment in the Contract Times (or Milestones) shall be determined by FvGTNFfiR in accordance with ]wtmgrall911 if OWNER and CONTRACTOR cannot otherwise agree. No claim for an adjustment in the Contract Tines (or Milestones) will be valid if not submitted in acam"dance with the requirement--, of this paragraph 1 ?-1. 122. NI time limits stated in the Contract Documents are of the essence of the .Agreement. I^3. Where CON -TRACTOR is presented from completing any part of the Work within the Contract Times (or Milestom-0 clue to delav beyond the control of CC)\TRACro )R, the Contract Times ('or Milestones-) will be e.�lended in an amount equal to time lost due to such delay if a claim is made therefor as provided in paragraph 12.1. Delays beyond the control of CONTRACTOR shall include, but not be limited to, acts or neglect by OWNER, acts of neglect of utility owners ur other comraeion performing other work as contemplated 1AArticle 7. fires, floods. epidemics. abnormal weather ammuonti or acts of {.lad, l.)elayS attrihatable to and within the control of a Subcontractor or Supplier shall be deemed to be delays within the rxmtrol of COX TRACTOR. 124, What CON71ZAC'TOR is 1, evented from completing any part of the Work within. the Contract Times forMilestone,') due to delay beyond the control of both owNER and CONTRACTOft an extension of the Contract Times for i«filestones? in an amount equal to the time lost due to such delay shall be CONTRACTOR's sole and exclusive remedy for such delay. In no event shall C)1a`NTdZ be liable, to CONTRACTOR., any Subcontractor, any Supplier. any other person or organisation or to any surety for or employee or agent of am° of them, for damages arising out of or resulting from (i) delays caused Inv or within the control of the CONT'RAC IM or {ill delays beyond the control of both parties including, but not limited to. fires. floods, epidemics. abnormal weather conditions„ acts or God or acts or ncgtcct by utiliry owners or other contractors perfc muL other work us contemplated by Article 7. ARTICLE: 13—TFSt'S AND INSPFS:TTONS, CORRECTION, REMOVAL OR ACCUTANCY OF DFihEC"TII E� W OR K 13.1, Noficer+fDefacis: Promin notice of all defeenve Work of which OWNk:R or ENGINEER have actual knowledge will be given to CONTRACTOR +lll dcl�crive t[rork may be rejected, ain-ected or accepted as provided in this Article I I dccess to Id'ork: 13 OWNER- ENGINEER E�,GINMER's Consulttmts, Other representatives and personnel of OWNER, independent testing laboratories and governmental agencies with jurisdictional interests will have access to the li ork at rcasonstble-times for their observation inspecting and usting CONTRACTOR. shall provide them paper and safe conditions for such access and advise them of CON'TRNCTOR's site safety procedures and prcwrams so that they may comply therewith as applicahic Tests and Inspections €33. CON -TRACTOR rliall eve ENGINLER. timely notice of readiness of the Work, for all required impecxion.s, tests or approvals, and shall cooperate with inspection and testing personnel to facilitate required inspections or tests. 13.4 Ola?VER Air] employ and Katy fo€ the services of an independent testing laboratory to perform all inspections, tests, or approvals required by the Contract Docvmems except. 13.4.1, for inspections, testis or approvals cm -eyed by paragraph 13.5 below: 13A'. that costs incurred in connection with tests or inspections conducted pursuant to paragraph 110 below shall be paid as provided in said paragraph 1 3.9:. and 13.43 as otherwise spcciiically provided in the Contract Documents, 13.5. If Laws or Regulations of any public bud% having jurisdiction require any Work (or part thereofi specifically to be inspected tested or approved by an employee or other representative of such public body. CONfRAC"foR shall assume full responsibility for arranging and obtaining such inspections, tests nr appnwals, poly all costs in connection therewith. and furnish ENO=NKHR the required certificates of inspection, or approval. CON'I RAC1'OR shall also be responsible for arranging and obtaining and shall limy all costs in connection with am, irtspeutiutis, tests or approvals required for OWNER's and 1±NGlNEh'R`s acceptance of materials or equipment to be incorporated in the Work. or of materials. mix designs. or equipment submitted for approval prior to COvTR-kCTOR's purchase thereof for incorporation in the Work 1:16, If am' Work, (or the work of others ')that is to he inspected. tested or approved is cc coed by CON -TRACTOR without written aincurrenc^e or I NGINEEI:, it must, it requested by } N HNliliR., he uncovered Iior observation 13,7 t naoveriT. Work as provided in paragraph 13.6 shall he at CONTRACTOR's expense unless CONTRACT OR has given ENGINEER timely notice of CO TKACTOR's intention to cover the sane and FNGI:NEER has not acted with reasonable prompmecs in response to such notice Vnem,ering Work: 13,5 If nnv, Work is covered conlrury to the written request of tNGINEER, it must, d requested by Li.GINEER be uncovered for EN ;IVEER's observation and replaced at CONIRACTOR's expense.. 119, if FNGNEF-R considers it necessary or advisable that covered Work be observed by EkI.NUR or inspcctul or tested by others. CONTRACTOR at FNIGiNMERs request, shill uncover, expose or otherwise make available for observation, inspection or testing as iENGlNELIZ may require, that portion of the Work in question, furnishing all necessary Libor, material and equipment. If it is found that such Work is drfecttve, ('ON'1`R.A(-I'OR shall pay all clams, costs, fusses and damages ctmwd bv. arising out of or resulting from such uncovering. expasure. observation, inspection and testing and of satistactory replacement or reconstruction, (includmp but not limited to all costs of repair or replacement of work of others), and O1,'?,\ER shall be entitled to an appropriate decrease in the Contract Price, and if the parties are unable to agree as to the amount thereof may make a claim therefor as provided in ;article 11. 1C however. such lhork is not found to be fecrive, C'i)NTRA(70P shall he allowed an increase in the Contract Price or an erlenuon of the Contract Time. (or hfilestones), or tenth, directly attributable to such tJC'UC Ct£\I:RM, Ci.1?vlu'noPS 191 o-g 1 W w ttAUNI) 27 w (7T1'OrFOR'I V2altlt1 unwvzring. zxposure, observation. inspzctinn testing,.. replacement and reconstruction. arch, if the parties are unable to agree as to the amount or extent thereof. CONTRACTOR may make a claim therefor as provided in Articles I I and 11 OFFNER Mar Stop tyre Work,' I3,19_ If the Work is dfefeetive, or CONTRACTOR fails tosupply sufficient skilled workers or suitable materials or equipment, or fails to furnish or perform the Work in such a way that the completed) Work will conform to the Contract Documents OWNER may order CONTRACTOR to stop the Work, or any portion thereof, until the cause for such order has been elm uratcd; however, this right of OWNER to stop the Work shall not give rise to. any duty on the part of OWNER to exercise this right for the benefit of C'Oflrl'R.A("1'OR or any surery or other parry. Carreerion ar Reirtaval of Defective Work: 13.11, It required In ENGINEER, CONTRACTOR shall promptly, as directed either arrect all defective Work, whether or not fabricrted,. installed or completed or, if the Work has been rejected by I-,NGI WEIR, remove it from the site and replace it with Work that is rat ciefecirvr. C'ONTRAM'OR shall par all claims cats, lassos and damage's caused 1)'v or resuhmg from such correction or removal (including but not limited to all casts of repair or replacement of work; of others]. 13.12, Correction Period 13.12.1. If within one-year two years after the date of Substantial Completion err such longer period or time as may be prescribed by Laws or Regulations or to the terms of any applicable special guarantee required by the Contract Dactments or by any specific provision of The Conuact Documents, any WVork is found to ix tefecrive, CON"TRACTOR shall promptly, without cost to OWNER and in accordance. with 0XVINNER's written instructions. (u correct such defective Work, or. if it has been rejected by OW7%iER_ remove it born the site and replace it with Work that is not defective and (J) satisfactorih correct or remove and replace any damage to other Wcrk Or the work of others resultingz iherefrom If ('0NTRACTOR does not promptly canply with the terms of such instructions, or in an emergency where delay would arose serious risk of loss or damage. OW�%IER may have the detective Work corrected or the rejected Work removed and replaced and all claims, costs, losses and damages caused by or resulting from such removal and replacement (including but not limited to all costs of repair or replacement of work of others] will Iv paid tA. CONTRACTOR, 13.1' In special circumstances where a particular item of equipment is placed in continuous service before Substantial Completion of all the Wort:, the correction period for that item may stars to run from an earlier date if so fact idett in the Specifications or by Written Amendment. 13_I' 3. Where defective W'ori; (larid damage to other 38 Fa(IiCGVNERA1. CCrMXTIOtNIN 10,8 tI W4 L(hnatl u Ct FY C1F FORA COLD NS MUUn9CA1101NN OUt \ d COM1 Work resulting therefrom) has been corrected, removed or replaced under this paragraph 13. 12. the correction period hereunder with respect to such Work - will be extended for an additional period of one e haa�� alter such correction or removal and replacement has been satisfactorily completed ;leceptance of Defective Wa&: 13.13. If. instead of requiring correction or removal and replacement of d,2fectrve Work. OWNER (and prior to EvIGT'NEER's recommendation of final payment, also EN(HNE6R) prefers to accept it, OWNI.R may do so_ CONTRACTOR shall pay all claims. casts, losses and damages attributable to OW'NHWr evaluation of and determination to accept such d'fechve Work (such casts to be approved by ENUINEER as to reasonableness). if any such acceptance occurs prior to ENGINEHiks recommendation of fmal payment, a Change Order will be issued incorporating the necessary revisions in the Contract Documents with respect to the Work. and OWNER shall he entitled to an appropriate decrease in the Contract price, and, if the parties are unable to agree as to the amount thereof, OWI,lFR may make a claim therefor as provided in Article l l if the acceptance occurs after such recommendation an appropiate amount will lie paid by CONTRAC f OR to OWNER_ OW7VER_'TfacCorrect Defective }fork: 1.314 If CON I'RAC7'OR fails within a reasonable time after written notice from ENGIIiE-FR to correct de/ecru, Work: or to rentrnc and replace rejected Work as required by 1 rGINE'ER in accordance with paragraph 13.11_ or if CON.'TRACTOR Ells to perform the Work in accordance with the Contract Documents, or if CONTRACTOR fails to comply with anp other provision of the Contract Documents, OW'NTER may, a@cr sevcai days written notice to CONTRACTOR, correct and reme& amsuch deficiency_ In exercising tic rights and remedies under this paragraph OWNER shrill proceed expeditiously In connection with such corrective .rod remedial action OWINFR may exclude CONTRACTOR from all or part of the site, take possession of all or pan of the Work, and suspend CONTRAC70R's services related thereto, take possession of- CO NTRACTOR's toolsappliances, construction equipment and machinery at the site and incorporate in the Work all materials and equipment stored at the site or for which OWNER has paid CONTRACTOR but which are stored elsewhere, ("UNTRACTOR shall allow OWNTR. (MNT:R's representatives, agents and employees, OWNER's other contractors and LNGINEER and Gv1(;DM It's Consultants access to the site to enable OWNER. to exercise the nahts and remedies under this pctrapaphAll claims, wisps, losses and damages incurred or sustained by OW�`ER in exercising, such rights and remedies will bz charged against CONTRACTOR and a Change Order will be issued incorporating the necessary revisions in the Contract Documents with respect to the Work. and OWNER shall be entitled to an appropriate decrease in the Contract Price, and, if the parties are unable to agree as to the amount thereof. OW''KER may make a claim therefor as provided in .Article- I Such claims, costs, losses and CONTRACT DOCUMENTS TABLE OF CONTENTS Section Pages BID INFORMATION 00020 Notice Inviting Bids 00020-1 - 00020-2 00100 Instruction to Bidders 00100-1 - 00100-9 00300 Bid Form 00300-1 - 00300-3 G0400 Supplements to Bid Forms 00400-1 00410 Bid Bond 00410-1 - 00410-2 00420 Statements of Bidders Qualifications 00420-1 - 00420-3 00430 Schedule of Major Subcontractors 00430-1 CONTRACT DOCUMENTS 00500 Agreement Forms 00500-1 00510 Notice of Award 00510-0 00520 Agreement 00520-1 - 00520-6 00530 Notice to Proceed 00530-1 00600 Bonds and Certificates 00600-1 00610 Performance Bond 00610-1 - 00610-2 00615 Payment Bond 00615-1 - 00615-2 00630 Certificate of Insurance 00630-1 00635 Certificate of Substantial Completion 00635-1 00640 Certificate of Final Acceptance 00640-1 00650 Lien Waiver Release(Contractor) 00650-1 - 00650-2 00660 Consent of Surety 00660-1 00670 Application for Exemption Certificate 00670-1 - 00670-2 CONDITIONS OF THE CONTRACT 00700 General Conditions 00700-1 - 00700-34 Exhibit GC -A GC -Al - GC-A2 00800 Supplementary Conditions 00800-1 - 00800-2 00900 Addenda, Modifications, and Payment 00900-1 00950 Contract Change Order 00950-1 - 00950-2 00960 Application for Payment 00960-1 - 00960-4 GENERAL REQUIREMENTS TECHNICAL SPECIFICATIONS APPENDIX "A"- FOR INFORMATIONAL USE ONLY damages will include but not be limited to all acts of repair or replacernem of work of others destroyed or damaged by correction. removal or replacement of C'ON'TRACTOR s defecirve Work_ COA'TRAC'TOR shall not be allowed an extension of the Contract Times (or Milestonesi because of any delay in performance of the Work attributable to the extrcise by OWNER of OWNTER's rights and remedies hereunder ARTICLE l4—P.XYME.N7S TO CONTRACTOR .AND COMPLETION Schedule of I apses.• 14.1 The schedule of values established as provided in paragraph 2.9 will serve as the basis for prvgress payments and will he incorporated into a form of Application for Payment awrptable to ENI Gr TER. Progress payments on account of knit Price Work. will he based on the number of units completed. Application for Progress Payment., 14' At least twenty days before the date ettahfished for each progress payment phut not more often than once a morrthj, CONTRACTOR shall suNrin to DIGINEER for review an Application for Payment filled out and signed by CCONJ RA(7OR covering the Work, completed as of the date of the Application and accompanied by such supporting documentation as is required by the Contract. Documents. If paymnent is requested on the basis of materials and equipment not ir>voxpoi'ated in the Work but delivered and suitably stored at the site or al another location agreed to in writing, the Application for Payment shall also be accompanied by a bill of sale, invoice or other documentation warranting, that OW'?vTER has received the materials and equipnientfree and clear of all Liens and evidence that the materials and equipment are covered lit' appropriate proprty insurance and other arrangements to protect OWNtTTR2s interest therein, all of which will be satisfactory to OW'N"FR The amount of ntainage with respect to progress payments will be as stipulated in the Agrsl�alecn t s m ub r ffunds that are withheld by the OW`NLR to substitunon by the CQh TR \CTOR with,ecnrjfm or, any arnrngements involvinia an escrow or custnd ansh p. Isy executing the application for payment foam the CONTRACTOR expressly waives his ruJtt to the benefits of Colormky Revised Statutes, Section 24 91-101, et seq. C0:47R I(7OR'n li''anvntt ofTide: 143 CONTRACTOR warrants and guarantees that title to all Work. materials and equipment covered by am' Application for Payment, whether incorporated in the Protect or not, will pass to OWNIER no later than the time of payment Gee and clear of all Liens. Reeiew of: �tppliewtitoix for Progress Pgt'mcnt. 14.4. E:NGFN-EER will. within ten days after receipt of each Application for Payment either indicate in writing a recommendation of payment and present the Application to OWNER, or return the Application to CON7 RACTC)R indicalvrg in writing ENG'INLEM, reasons for refusing to recommend r.myrnent. In the latter case. CON7RAM'OR may make the necessanl corrections and resubmit the .Application. Ten days after presentation of the Application for Ibavnrent to OWNER with ENGIIdbER's recommendation, the mmount recommended will (sttbject to the provisions of the last sentence of paragraph 14,7) became due and when due will be paid hy: OWNER to CO?r'TRACTOR 14.5. ENGINEER', recommendation of any payment requested in an Application for Payment will constitute a representation by FNGINI Et R to OWNER, based on ENC=1NkER's on -site observations of the executed Work as an experienced and qualified design professional and on ENOINF:ER's review of the Application fir Payment and the aceompanring data and scheduler, that to the best of FNGINBFR's Imowledce, information and belief 14.5_1. the Work has progressed to the point indicated_ 14_52, the quality of the Work is generally in accordance with the Contract Documents {subject to an evaluation of the Work as a functioning, whole prior to or upon Substantial Completion, to tlx results of any subsequent tests called for in the Contract Documents, to a final determination of quantities and classification; for Knit Price Work under paragraph 9.10, and to any other qualifications stated in the recommendation), and 143 , the conditions precedent to CONTRtCTOR's being entitled to such payment appear to have been fulfilled insofar as it is E'GiN'EER's responsibility to observe the Work However, by recommending am such payment ENGINEER will not thereby be deemed to have iepresc-med that, 6) e hausti�e or continuous on -site inspections have been made to check: the quality of the quantity of the Work beyond the responsibilities specifically assigned to ENGINEER in the Contract Documents or (it) that there may not be other matters or is_suaes between the p arc s that might ensile CONrfR _-TOR to be paid addaromilly by OWNER or entitle OWNER to withhold payment to COO RACE OR. 146 EN(7T dEF:R's recommendation of ant' paymem. including finial payment shall not mean that ENGINEER is reslxtasible for COih'-TRAC'I'OR'x means, methods_ techniques, sequences or Tvocedmcs of construction or - the safely precautions and programs indolent thereto.. or for arty failure of C'ONTRACI OR to comply with Laws and Regulations applicable to the Iumishmc or performance of Work, or for ari failure of CONTRACTOR to perform for furnish Work in accordance with the Contract Documents. 14.T ENGINEER may refuse to recommend the whole or am part of any payment if, in EtiTGT\EER's opiniorn it would Ire meorrect to make the representations to E1iJt>i: GEtihRrll. LY)h°t}rnONS v9io-& (v)'m 66timj 19 w. 0 rY OF FORT COLUNS mtoumcartONs awEv 470011 OWNER ret rred to in paragraph 14.5. ENGIFNT;ER may also refuse um reconmend any such payment, or, because of subsequently discovered evidence or the results of subtizquent inspections or tests, nullify any such payment previously recommended to such extent as may be necessary in FNOINHEWs opinion to protect OlVM—*,R Goon loss because: 14.7T the Work is delechve. or completed Work has been damaged requiring correction or replacement, 14.7.2, the Contract price has been. reduced by Written Amendment or Change Order, 14.71 OWN1,R has been required to correct ae%enve Work or complete Work in accordance with paragraph 13.14, or IUA, LNGINEER has actual knowledge of the occurrence of any of the events enumerated in partnutiphs 15.11 through 1 s.'_.4 inclusive. OWNER may refuse to make payment of the full amount recommended by ENC?iNFFR because'. 14.7.s. clamis have been made against ONViNFR on account of C NTf:.-ACICOR's performance or famishing of the Work, 14.7.v. liens have been filed in connection with the Work, except where Cf 71e`FRACI OR has delivered a specific Bond satisfactory to OWNIER to secure the satisfaction aria discharge of such Liens, 14.7?. there are other items entitling OW3NTR to a sir- ot7against the amount recommended, or 14.7.8. OILER has actual knowledge of the occurrence of any of the events enumerated in pamaraphs 14.7.1 through 14.7.3 or paragrphs 15.2.1 through I5.'.4 inclusive, Wt C)I',7cMR must gtve CONTRACTOR immediate written notice (with a copy to F\GrNFFRi stating the reasons for such action and promptly pay CONTRACTOR the amount so withheld or any adjustment thereto weed to by OWNER and CON'TR_ACTOR when CONTRACTOR corrects to OWNER's satisfaction the reasons for such action Substantial Compledrm: l4 h. When CONTRACTOR considers the entire II'omrk reads° for its intended use CONTRACTOR shall noliA OW\'ER and ENGNNEER in writing that the entire fork is substantially complete (except for items specificalb listed My CONTRACTOR as mcomplete) and request that LNGINtER issue a certificate of Substantial Completion. Within a reasonnable time thereafter, OA:NLbL CONTRACTOR anti L vGENTEER shall make an msTaec:tion of the Work to determine the status of completion. If FNGINF.FR does not consider the Work substantially complete. LNGLNEER will natif} CONTRACTOR 'i writing giving the reasons therefor. It' IiNGINIER 3U ER 1mC GEN R91 CONF)MONi 1914-$ 49rU6riitimt w 0 rY UN FOR V CJLLINS"NIOWI9Ca110\'N(lily%d CH01 considers the Work substantially complete, ENGINEER will prepare anti deliver to OWNER a tentative certificate of Substantial Completion which shall Ex the date of Substantial Completion There shall he attached to the certificate a tentative list of items to be completed or corrected before final payment OWNER shall have seven days after receipt of the tentative certificate during which to make written objection to ENG:I'NTER as to any provisions of the certificate or attached list. If, after a>nsidering such objectiom ENGINEER concludes that the Work is not substantially complete- ENGINEER will within fouricen days after submission of the tentative certificate to OWN},R notify CONTRACTOR in writing, stating the reasons therefor. If. after consideration of OWNt>R's objections, ENGINEER considers the Work substantially complete. ENGI7NliER will within said fotrteen days execute and deliver to OWNER and CONTRACTOR a definitive certificate of Substantial Completion (with a revised tentative fist of items to be completed or corrected) reflecting such changes from the tentative certificate as ENGr:N`EER believes justified alter consideration of am objections frorn OWNER. At the time of ok,livery of the femative certificate of Substantial Completion F;NGINFER will deliver to OIINF.R and CONTRACTOR a written recommendation as to division of reesponsibilitics ending finial payment between OW\fsR and ('ON1 RA(TOR with, respect to security, operation safety, maintenance, heat, utilities, insurance and wammntles and guarantees_ Unless OWNTIR and CS7N-1 kA(:1TOR agr x otherwise in writing and so inform F;NGINIEER in coming prior to IiNO*INF:ER's issuing the definitive certificate of Substantial Completion„ EIN INEER's aforesaid recommendation will be binding on OWNER and CON I -RAM OR until final payment 14.9. OW" IM shall have the right to exclude CONTRACTOR from the Work after the date of Substantial Completion, but OW dER shall allow CONTRACTOR reasonable access to complete or correct Items on the tentative list. Partial I4iliaadon: 14.10 Use by OWNTR at OIkNTFR's option of any substantudIv completed part of the Work. which (i) has specifically been identified in foe Contract Documents, or (d) OIiNTR, ENGINTER and CON7RACCOR agree constitutes a separately functicring and usable part of the Work that can be used by OWNER for its intended purpcosee without signihcant interference with C(KTi2ACTOR's pe.rformmce of the remainder of the Work. may be accomplished prior to Substantial Completion of all the Work subject to the following 14.10.1.O1h?erER at any time may request CONTRACTOR in writing to permit uW&I-R to use any such part of the Work which 045'7v:T—:R believes to be rcadv for its intended use and substantially complete. If CONT'RACI`OR agrees that such part of the Work is substantially complete - will certif} to OI1?NTK and ENGINEER that such part of the Worl; is substantially complete and request ENGINEER. to issue a certificate of Substantial Completion Inr that pan of the l'v-crk- CONTRACTOR at any time may notify OWAIER and L GIN'EER in writing that CONTRACTOR considers am such part of the Work ready for its intended use and substantially complete and request ONGINMER to issue u certificate of Substantial Completion for that pan of the \Fork. Within a reasonable time after either such request OWNER. (, JN'TRAC"TOR and FNG1NTER shall make an inspection of that part of the Work to determine its status of completion If ENGINEER does not consider that part of thc Work to be substantiah, complete, ENGINEER will notify OSiNER and CONTRACTOR in writing giving tyre reasons therefor. If BNGI'NFER considers that pan of the Work to be substantially complete. the provisions of ramgraphs 14.8 and 14 ,�) will apply with respect to certification of Substantial Completion of that part of the Work and the division of responsibility in respect thereof and access thereto. 14, in,:. No occupancy or separate operation of part of the Work will be accomplished prior to compliance with the requirements of paragraph 5.15 in respect of property insurance. Final Inipecdon: 14_11. Upon written notice from CONTRACTOR that the entire Work or an agreed portion thereof is complete, E,NGfNTER will make a final inspection with CAN NTR and CON-1 RAC I OR and will noufy ( � fRAC'TOR in writing of all pnniculan in which this inspection reveals that the Work is incomplete or dqfeera e� CONTRACTOR shall unmaediateh take such measures as are necessary to complete such work or remedy such deficiencics. Rnal: dpplication for Patnrenr;• 14.12. After C \Tr:ACTOR has completed all such correcu ms to the satisfaction of ENGINEER and delivered m accordance with the Contract Documents all maintenance and operating inshuctions• schedules. guarantees. Bonds. certificates or other evidence of insurance required by paragraph �4, c'enihcates of inspection, marked -up record documents; (as provided in raragraph 6-19) and other documents, CCN fR.ACTOR may make application for final payment following the procedure fir progress payments. The final Application for Payment shall be accompanied (except as preciously delivered) by: (i)all documentation called for in the Contract Documents, including but not lunited to the evidence of insurance required by subparagraph 5.4.13, (it) consent of the surety. if any, to final payment. and (iii)complete and legally, effective releases for waivers (satisfactory to OWNER) of all Liens arising out of or filed in connection with the Work. In lieu of such releases or waivers of Liens and as approved by OWNER. CONTRACTOR may furnish receipts or releases in full and affidavit of CONTRACTOR lhatc (i) the releases and receipts include all labor, servives. material and equipment for whit$ a Lien could he tiled, ami (ii)all payrolls, material and equipment bills, and other indebtedness connected with the Work for which OWN -EX or OWNER's property might in any way be responsible have been paid or otherwise satisfied 1 f ern• Sutxommeto or Supplier faiLs to furnish such a release or receipt 41 full, CONTRACTOR may furnish a Bond Or other collateral satisfactory to OWNER to indemnifi OWNER against any Lim Releases- or waivers of liens and the consent of the�siaet}�to Cinalizc .,�yrnenl are le be xtimiiuetl__y_n forms confcnming to the format of the OLD N P,R'S standard forms bound in the Project manual. Final Papntent and.Aeeeptance: 14,13. Ifon the basis of LNGfNTER's observation of the Work during construction and final impeetiom. and I-NGINE ER's review of the final Application for payment and accompanying documentation as required by the Contract I)txmmemts. ENGINEER is satisfied that the Work has been completed and COJ'I-RACIOR`s other Obligations under the Contract Documents have been fulfilled, i•NGINVER will, within ten days after receipt of the final Application for Payment iadicata ill writing ENGINEER') recommendation of payment and present the Application to OWNER for paymtem. At the sumo time ENG INNER will also give wrinen notice to OW'YER and CO_NrRACI OR that the Work is acceptable subject to the provisions of paragraph 14.1.5. Otherwise, ENGINb;F.R will return the Application to C0'v'1•RACT0R, indicating in writing the reasons fix refusing to recoa mend final payment, in which case CONTRACTOR shall make the necessary correctrms and resubmit the Application. Thirty days after presentation to OWNER of the .Application and accompanying documentation.. in appropriate form and substance and with FNGI?tEBXs recommendation and notice of acceptability' the amount recommended by ENGI_NEER will become due and will be paid by OWNER to CON71RA'TOR subject to paragraph 17.62 of these. General Conditions. 14.14. It. trough no fault of CONMNCTOPL Canal completion of the Work is signilicamly delayed anti if ENGLNTER so confirms. OWNER shall, upon receipt of C'OR'IRZ1(-'TQR:s final Application for Payment and recommendation of ENGINEER. and without lemunatinc the :Vl eemeatt, make payment of the balance due for that portion of the Work, fully completed and accepted. If the remaining balance to be hell by OWNER for Work not full}completed or corrected is less than the retainaee stipulated in the Agreement, aarl if Bonds have been furnished as required in paragraph 5.1, the written consent of the surety to the payment of the balance due for that portion of ill- Work fully completed and accepted shall be submitted by CONTRACTOR to ENGINT.1,2 with the .Application for such puyment. Such payment Alt be made under the terms and conditions govemine final payment, except that it shall not constitute a waiver of claims. H,aiyer <fClaims: 14,15. 'fhe making and acceptance of final payment will constitute: 14.151.a waiver of all claims by OWNER againi, CONTRACTOR except claims arising from unsettled Liens, from defer&e Work appearing after EY� IX7 6F.Ni:7Lll, CQAtlI"n L?RS 1910.R 0990 rAlim) 31 w. C11Y OF FUM COLLIN3 M011li9CA I IONS W21 A?(Aft a final Inspection pursuant to paragraph 14.11. from failure to comply with the Contract Documents or the tents of any spectral guarantees specified therein, or from CO!,JRACTOWs continuing oblizaticns under the Contract Documents: and 14.15 '.A waiver of all claims by CONTRACTOR abaitust O1;l NTx R other than those previously made in wziting and still unsettled. ARTICLE 15--S(?SPE? SION OF WORK AND TERMINATION Old ;'Q'R Afar Suspend 6Vork: 15.1" :u anv uric turd without cause. OWNLk may suspend the Work oram portion thereof for a period of not more than ninety clays by notice in wziting to CONTRACTOR and FNCifti}ER which will fix the date on which Work will be, resumed CONTRACTOR Mall resume the Work on the date so fixed CONTRACTOR shall he allowed an adjustment in the Contract Priec or an cxtcnsion of the Contract Timers, or both directly artriburable to any such suspatsiot it' COP. TRACTOR makes an approved claim therefor as provided in Articles I I and 1 01t5V1--'Rt1ar Terminate_ 1i2_ Upon the occurrence of amen Ina or more of the followme events I 21. if CONTRACTOR pemstentlr fails to perform the 1c, ork in accordance with the Contract Documents {including, but not ]looted to, failue to supply sufiiciam skilled workers or suitable materials or equipment or failure to adhere to the Ixogress schedule established under paragmph?q as a4lusted from time to time pursuant to paragraph 6.6). 15:2.= if CONTRACTOR disreganis Laws or Regulations of any public bocly having jurisdiction; 1S23 if COItiTRA(.—TOR disregards the authority of ENGINEER: or I5?4. if CONTRACTOR otherwise violates m anc substantial way any provisions of the Contract Documents: OWWNR may, after giving CO\'TRACTOR (and the surety. if any) seven days written notice and to the extent permitted by Laws and Regulatiuns, terminate the services of CONTRACTOR exclude CONTRACT OR from the site and take possession of the Work and of all CONTRACTOR'S tools, applutrtces, construction equipment and machinery at the site and use the same to the full extent they could be used by CONTRACTOR iwithout hahihiv to CONTRACTOR for trespass or conversion). incorporate in the Work all materials and equipment stored at the site or for which MINER has paid 3� EX'UC UbT'FiIt:N. CONUt170hS l H t9-s 11990Ehum) It (1 r) OF FORT (3J4W StiS h1OU111CA110V5 taLV d r2U0U! CONTRACTOR but which are stored elsewhere. and finish the Work as OWNER may clean expedient In such case CCINTRAC'rOR shall not be entitled to receive am further payment until the Work is finished If the unpaid balance of the Contract Price exceeds all claims, coats, kmes and damages sustained by- OWNER arvang tat of or resulting from completing the Work such excess will be paid to CONTRACTOR If such claims, costs, losses and damages exceed such unpaid balance. C0\711AC'TOR shah pay the difference to OWNER. Such claims. culls, low and damages incural by OWNER will be reviewed by ENGINEER as to their reasonableness and when so approved by HNGIN F'.ER incorporated inn Change order, provided that when exercising any rights or remedies under this paragraph OWNER shall tort be required to obtain the lowest price for the Work performcd. 153_ Where CON'I RAM'OR's savi= have been so terminated by OWNER. the tetntinsm rt will not affect any rights or remedies of OlkNER against CONTRACTOR then existing or which may thereafter accrue. Any retention or payment of moneys due CCINTRAC'TOR by OakNHN will not release CONTRACTOR fron liaFrihty 154" upon scvcn days written notice to CONTIZAC'TOR and F'NGINHER, OWNEIR Marv, without gain and without prejudice no nary- other right or rentech_- of OWNER elect to terminate the Agreement In such cm�, CO 1 RA('I'OR shall be paid (without duplication of any itemnY. I- .4.1, for completed and acceptable Work excorouted in accordance with the Contract Documeluts prior to the effective date of termination, including fair and reasorable sums for overhead and profit on such Work; I 4._. for expenses sustained prior to the ellrctn•a date of termination in performing services and furnishing labor, materials or equipment as required by the Contract Documents in connection with uncompleted Work plus fair and reasonable suns for overhead and profit on such expensces, I> 4 1, for all vdauns, costs- losses and damages inourred in settlement of termimated conamets with Subcontractors, Suppliers and others, and i>.4A. for reasonable expenses directly attributable to termination. COM TRACTOR shall nit be paid on Recount of lass of anticipated profits or revenue or other economic loss misingout of or resulum-, from such termination. CONMICTORMarSrap &'ork ar-Terminate: 15.5. Ile through no act or fault of CONTRACTOR the Work is suspended for a period of more than ninetv days by CAN-NER or under an order of court or other public amhority, or FsNGINEKR tails to act on arty- Application for Payment within thirty days after it is submitted or t )li Nf-R fads for thirty days to pay CON']'kACTOK am finally determined to be due, then C C). TB-, sun fiCTOR mav, upon seven days written notice to OXX7vER and EN(iI 'EER.. and provided O'WNLR m ENGINMR do not remedy such suspension or failure within that time. terminate the Agreement and recover from Ot1",�iER payment on the same terms as provided in paragraph 15A. In lieu of terminating the Agrxment and without prejudice to any other right or remedy. if ONCTMEER Itax failed to act on an .Application for Payment within thirty days after it is submitted, or OWNER has faded for deny daps to pay CONTRACTOR any sum finally determined it) be due, CONTRACTOR may upon seven days' written notice to OU'',;ER and HtiGINHHR stop the Work until payment of all such amounts dote CONTRACTOR, including interest thereon. The provisions of this poragmph I.S are not intended to preclude CONTRACI'OR from making claim under Articles I and 12 for an increase in Contract Price or Contract Times or othemise for c gxnses or damage directly attributable to CORTRACT'ORs stoppurg'Work us permitted tsy this ramamph. ARTICLE: 16—DISPUTE: RRS01AITION Wand to the estcrt that OWNER and CONTRAUTOR have aarcud on the method and procedure for resolving disputes between theta that may arise under this AoJeentent, such dispute imAution method and procedure_ if anv, shall he as set forth in "Dispute Resoiution .Agreement', to he attached hereto and made a par hereof If no such agreement on the method and procedure for resoiving such disputes has been reached. and subject to tJW provisions of paragraphs q. l U, 011 and 9-12, Oi%.\TR and CONMNCTOR my exercise such rights or rentedics as either stay otherwise have under the Conn act Docwnerns or by Laws or Regulations in respect ofany dispute. :ARTICLE 17—MISC ELI A.NEOUS Giving titicc: 17.1. Whenever any provision of the Contmd Documents requires the giving of written notice, it will be deemed to have been validly given if delivered in person to the individual or to a mcmha of the Grin, or to an officer of the corporation for whom it is intended, or if delivered at or sort by reeistered or certified mail. postage prepaid to the fast business address known to the giver of the notice. 17.2. Computation efTimc 17.2.1, When any period of time is referred w in the Contract Documents by days. it will be computed to exclude the first anal include the host day of such period. If the last day of arm such period falls on a Saturdav or Sunday or on a day made a Icgal hohday. by the law of the applicable jurisdiction. such day will he omitted from the computation. t=aCix ctt;'`tix:u, trotstatn ctn�s ton o-s ltvgo eaatimt wY CITY OF FORT C'OLLt IS MMIII CAI JO'e5(KEA .UT(KItn 1722 A calendar (Ltv of twenty-four hours measured front midnight to the next midtright will constitute a day Nortct of Claim: 17.3 Should 04tT;T.•,R or CONTRACTOR suffer iiljtuy or damage to person or property because of any error, omission or act of the other party or of any of the other pants emplo_vocs or agcrits or others for whose acts the other party is legally liable, claim will be made in writing to the other ram- within a reasonable time of the first obstxvarwe of such iniun- or damage. The provisions of this paragraph 17.3 shall not be comntted as a substitute for or a waiver of the provisions of any applicable satute of limitations or repose.0 untufm4ve Remedies: 17A. The duties and obligutiom imposed by these Gcricral Conditions and the rights and remedies available hereunder to the parties hereto. and, in particular but without limitation, the wprmnties, guarantees and &ligation imposed upon CONTRACTOR by paragmphsta.116.16,6.30-631,632, 131, 13.12, 13.14, 143 and 15 2 and all of the rights and remedies available to OlNNFR and FNGfN-F.F,R thereunder.. are in addition to, and arc not to he construed in any way as a limitation a1; any rights and remedies available to anv or all of them which we otherwise unposed a available by Laws or Regulations hp speeial warranty (x guarantee or by other provisions of the Contract Documents, and the provisions of this paragraph will he as effective as if repeated spocifwnlly in the Contract Documents in connection with each particular duty, obligation right and remoxly to which they' apply Professional kiruc; and Court Casts 1 nclurfed: 17' Whenever- reference is made to "claims, losses arxl damages", it shall include in each case, but not be limited to, all fees and charges of engineers, architects. attorneys and other professionals and all court or arbitration or other dispute resolution axis 176. The_1mvs of the ';rate of Colorado apply to this A, cement Reference to two pertinent Coforada�.altttutcs are as follows; 176A. Colorado Revd Statutes tCRS 5-17-1011 require that Colomdo labor be employed to . rf'cttm the Work to the extent of not leap than Sit perent ado at the as to race. 17.6.^_- If a claim is filed, OWNER is required by law (CRS 3h-2Ci-107) to withhold from all r4wments to ODNTRACTOR sufficient funds to insure the lxymunt,nf ill claims..fru labor, materials. trim hire, sustenance. provisions, provender, or other supplies oxnum used orced by CONTRACTOR or his 33 EXI?CGF.NliRAI, CONDITION, 193gS tim! 11990 EcA 34 u'/(IY OF FORT WLLINSMOUIFICAT10NS MEA INHWM (i'his page Icft blank mtentionaH}'. i EJC UC (iFaF'R:GL CY)R[A77Oh5 1910-g (t'MO F.dOm) 35 w.CI YOFFOR7CO WhS NIODII9 CA'C1Oti5fRLV VNKIM I PC GE vaAlL. CQINI IXTEON� 1? It" (I'!4u g�AEi xll 3o wCI1-YUFFOU'l nu.IIN�;MODIFICAlIONSVU.i%4,20Fr EXHIBIT GC -A to General Conditions of the Construction Contract Between OWNER and CONTRACTOR DISW ITCRMLt710N AGREEMENT OWNL1R and C ONTRM7TOR hereby agree that :article 16 of the General Conditions- of the Construction Contract between OWNFR and C O FR_aCTOR is amended to include the following agreement of the parties: 16.1. All claims, disputes and other matters in question between ONVNER and (VINTI.ACTOR. wising. out of or relating to the Contract Documents or the breach thereof (except for claims which have been waived In the making or acceptance of final payment as provided tn• paragraph 14.15) will be decided by arbitration in accordance with the Construction Industry Arbitration Rules of the American Arbitration Association then obtains g subject to the limitations of the Article 16. This agreement so to arbitrate and any other agreement or convent to arbitrate entered into In accordance herewith as provided in this Article 16 will he specifically enforceable under the prevailing lamof any court having jurisdiction 16.2_ No. demand for arbitration of any claim, dispute or other matter that is recryued to be referred to ENCrNTTUR initlallv for decision in accordare with paragraph 9.11 will lie made until the earlier of (a) the date on which I' GINFiiR has rendered a written decision or (b) the thirty-first day after the parties have presented their evidence to ENGI 7.- R if a written decision has net been rendered by 6NCi1 NHER before that date. No demand for arbitration of arty such claim, dispute or other matter will be made later than thirty da}s after the date on which FI GrINTER has rendered a written decision in respect thereof in accordance with paragraph 9 11 and the failure it) demand arbitration within said thirty days' period will result. in F\'GlN -r R's decision being faint and binding upon OAk'NT•,R and CONTRACTOR. If F.NGINETR renders a decision after arbitration proceedings have been initiated such decision may he entered as evidence but will tit supe€scde the arbitration proceedings, except whenthe decision is acceptable to the parties concemtd. No demand for arbitration of any written decision of DNGMMER rendered in accordance with paragraph 9.10 will be made Inner than ten dal s after the party making such demand has delivered vv itten notice of intention to appeal as provided in paragraph 9.10 16._3. Notice of the demand for arbitration will lx file) in writing with the other party to the Agreement and with the .Atuericxn Arbitration :Association and a cop} will be sent. to FNGDTFR. for information. The demand for arbitration will be made within the thirtydiav or ten-day period specified in paragraph 16.2 as applicable, and in ail other cases will n a reasonable time after the claim, dispute or other matter in question has arisen, and in no event shall any such demand be made after the date when institution of leaf or equitable proceeditas based on such claim, dispute cr other matter in question would be barred by the applicable statute of limitations. 16.4, Fxcept as provided in paragraph 165 below, no arbitration arising out of or relating to the Contract Documents shalt include by consolidation joinder or in any other manner any other person or emity (including INUTNEER, ENGDEER's Consultant and the officers. directors, agents, employees or consultants of any of them) who is not a party to this contract unless. 16A.1. the inclusion of such other person or entity- is necessary if complete relief is to be afforded among those who are already parties to the, arbitration, and 16-4' such other person or entity is substantially involved in a question of law or fact which is ctmtmon to these who are already parties to the arbitration and which will ansc in such procccdingx and 16.4.3. the written consent of the other person or entity' sought w be included and of C)R:NER and CoNTRA(-f0R has been obtained for such inclusion, which consent shall make specific reference tit this pawgmph, but no such consent shall constitute consent to arbaratitm of any dispute not Specifically described in such consent or to arbitration with mw panty not specifically identified in such consent_ 165. Notwithstanding paragraph 164, if a claim, dispute or other matter in question between OWN£R and COIXTFCACTOR involves the Work of a Subcontractor, either OkkNER or €'ONTRA("TOR may join such Subcontractor as a party to the arbitration between OW NKR and CON TRACTORhereunder. CON-RACTOR shall include in all subcontracts required by paragraph 6.11 a specific provision whereby the Subcontractor consents to living joined in an arbitration between 01,?NFR and CONTRACTOR involving the 1"sk of such Subcontractor. Northing in this paragraph 16nor to the Provision of suet) subcontract consenting to joinder shall create any claim, nght or cause of action in favor of Suhcontr cttr and against MWER, ENGINEER or ENV lNLL1Z's Consultants that does not otherwise exist 16 6. The award rendered by the arbitrators will be final, judlamem may he enured upon it in an} court having jurisdiction thereof: and it will not be subject to modification or appeal 16.7 OtA-NTR and CO\'TRACTOR atree that then shalt first submit any and all unsettled claims counterclaims, disputes and other manes in question between them wising out or or relating to the Ccvnract Documents or the breach thereof ("disputes"), to mediation by the American Arbitration Association under the Constnuctiom lndustn ?mediation Rules of the American Arbitration A sociation prior to either of them initiating against the other a demand for arbitration pursuant to paragraphs 16_I through 16.6, unless delay in initiating. arbitration would irrevocably prejudice one of the parties. the respective th h and ten day time limits within which to file a demand foar arbitration as provided in paragraphs W. 2 and 16.3 above shall be suspended with respect to a dispute submitted to mediation within those same applicable time limits and shall remain suspended until ten days after the termination of the mediation. The mediator of any dispute submitted to mediation under this .Agreement %h ill not serve as arbitrsnar of such dvgT to unless otherwise agreed. UCD( (3L7PERLLCONDITIONS 191 a.S Q 9906daim) GC -tit - CITY OF FORT COLLINS MODIFICATIONS 1RF.t' W99a DOW GENERAL rONDNTIONS 1910-8 (1990F:fYG,a,) w.' CITY Of FORT COLLINS MODIFICATIONS (M. * 9,441 M:8 SECTION 00020 INVITATION TO BID 07/2001 Section 00020 Page 2 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-5.4.8 Limits of Liability A. Add the following language at the end of paragraph 5.4.8. The limits of liability for the insurance required by the paragraph numbers of the General Conditions listed below are as follows: 5.4.1 and 5.4.2 Coverage A - Statutory Limits Coverage B - $100,000/$100,000/$500,000 5.4.3 and 5.4.5 Commercial General Liability policy will have limits of $1,000,000 combined single limits (CSL). This policy will include coverage for Explosion, Collapse, and Underground coverage unless waived by the Owner. 5.4.6 The Comprehensive Automobile Liability Insurance policy will have limits of $1,000,000 combined single limits (CSL). 5.4.9This policy will include completed operations coverage/product liability coverage with limits of $1,000,000 combined single limits (CSL). 7/96 Section 00800 Page 1 SECTION 00900 ADDENDA, MODIFICATIONS AND PAYMENT 00950 Contract Change Order 00960 Application for Payment 9/99 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.O.% 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 9/99 Section 00950 Page 1 Rertinn 00960 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 The present status of the account for this Contract is as NUMBER DATE AMOUNT follows: 1 2 Original Contract Amount: 3 Net Change by Change Order: Current contract Amount: $0.00 Total Completed and Stored to Date: Less Previous Applications: Amount Due this Application - Before Retainage: $0.00 Less Retainage: Net Change by Change Order $0.00 AMOUNT DUE THIS APPLICATION: $0.00 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 Project Manager. Date: By: Payment of the above Amount Due This Application is approved by the OWNER. Date: 9/997/96 Section 00960 Page 1 APPLICATION FOR CONTRACT AMOUNTS PAYMENT PAGE 2 OF 4 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. 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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 7/96 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 7/96 Section 00960 Page 4 Harmony and Ziegler Road Improvements Date: May 14, 2007 HARMONY AND ZIEGLER ROAD IMPROVEMENTS FRONT RANGE VILLAGE DEVELOPMENT The Engineers Joint Contract Documents Committee General Conditions govern the construction of this contract. The following General Requirements supplement these General Conditions. PROJECT GENERAL REQUIREMENTS TABLE OF CONTENTS SECTION 01010 SUMMARY OF WORK ............................................... 01040 COORDINATION........................................................ 01310 CONSTRUCTION SCHEDULES ................................ 01330 SURVEY DATA —(Contractor Supplied) .................... 01340 SHOP DRAWINGS...................................................... 01410 TESTING...................................................................... 01510 TEMPORARY UTILIITIES......................................... 01560 TEMPORARY CONTROL .......................................... 01570 TREE PROTECTION .................................................. 01580 TRAFFIC REGULATION — (Contractor Supplied) .... 01700 CONTRACT CLOSEOUT ............................... 01711 SITE CLEANUP .............................................. 01720 PROJECT RECORD DOCUMENTS .............. PAGE ............................................. General Reqs. 2-3 ............................................. General Reqs. 4-5 ............................................. General Reqs. 6-7 ............................................. General Reqs. 8 ............................................. General Reqs. 9-1 1 ............................................. General Reqs. 12-13 ............................................. General Reqs. 14 ............................................. General Reqs. 15-16 ............................................. General Reqs. 17-18 ............................................. General Reqs. 19-20 ............................................. General Reqs. 21 ............................................. General Reqs. 22 ............................................. General Reqs. 23 General Reqs. - 1 Harmony and Ziegler Road Improvements SECTION 01010 SUMMARY OF WORK 1.1 DESCRIPTION OF WORK A. The Work shall consist of the construction of the outlined improvements: I: I- E Date: May 14, 2007 1. Harmony Road: Improvements for widening Harmony Road from Union Pacific Railroad Tracks on Harmony and going east past the Harmony and Ziegler Intersection to Technology Parkway. The improvements for this project will widen Harmony Road to 6-lane arterial road standards. The work will include widening the existing asphalt, installing landscaped medians, and installing a Portland Cement Concrete intersection at Harmony and Ziegler. Median inlets and storm sewer pipe will also be installed to drain the road surface. Harmony Road paving will consist of full depth pavement sections and leveling courses on the existing wearing surface. Harmony Road will not have an asphalt overlay with this contract. 2. Ziegler Road: Improvements for widening Ziegler Road from Harmony Road to Horsetooth. The improvements for this project will widen Ziegler Road to a 4-lane arterial arterial standard. The work will consist of removal of curb and gutter, concrete sidewalk, pipe of various sizes, and installing new vertical curb and gutter, inlets, sidewalk, and landscaped medians. Ziegler Road paving will consist of full -depth paving in the widened areas and a minor asphalt overlay. 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 1.2 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 Contractor's convenience. General Reqs. - 2 SECTION 00020 INVITATION TO BID Date: May 15, 2007 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 June 12, 2007, for the Harmony and Ziegler Road Improvements - Front Range Village Development; BID NO. 6055. 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 6055 Harmony and Ziegler Road Improvements - Front Range Village Development: 1. Harmony Road: Improvements for widening Harmony Road from Union Pacific Railroad Tracks on Harmony and going east past the Harmony and Ziegler Intersection to Technology Parkway. The improvements for this project will widen Harmony Road to 6-lane arterial road standards. The work will include widening the existing asphalt, installing landscaped medians, and installing a Portland Cement Concrete intersection at Harmony and Ziegler. Median inlets and storm sewer pipe will also be installed to drain the road surface. Harmony Road paving will consist of full depth pavement sections and leveling courses on the existing wearing surface. Harmony Road will not have an asphalt overlay with this contract. 2. Ziegler Road: Improvements for widening Ziegler Road from Harmony Road to Horsetooth. The improvements for this project will widen Ziegler Road to a 4-lane arterial arterial standard. The work will consist of removal of curb and gutter, concrete sidewalk, pipe of various sizes, and installing new vertical curb and gutter, inlets, sidewalk, and landscaped medians. Ziegler Road paving will consist of full -depth paving in the widened areas and a minor asphalt overlay. The Contractor will provide Traffic Control and Construction Surveying. The Contractor will be required to work with our traffic control supervisor. This project will be done under a variety of partial closures and single lane closures. 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 May 15, 2007. A prebid conference and job walk with representatives of prospective Bidders will be held at 1:00 P.M., on May 30, 2007, at 281 N. College Ave, Conference Room A in Fort Collins. 07/2001 Section 00020 Page 1 Harmony and Ziegler Road Improvements UTILITIES Water: Storm Sewer: Sanitary Sewer: Electric: Gas/Electric: Telephone: Traffic Operations: Cable Television: Railroad Crossings PRPA Irrigation *Utility Locates City of Fort Collins City of Fort Collins, Colorado City of Fort Collins City of Fort Collins Xcel Energies Qwest Communications City of Ft. Collins, Colorado Comcast Cable Omni Tracks -Great Western Railroad PRPA Cargill Specialty Ganola Oils Under A One -call @ system AGENCIES Occupational Safety & Health Administration Poudre Fire Authority City of Fort Collins Police Department Larimer County Sheriffs Department Postmaster: US Postal Service Ambulance: Poudre Valley Hospital Transportation: (OSHA): 844-3061 Non -Emergency: 221-6581 Non -Emergency: 221-6550 Non -Emergency: 221-7177 Bill Adams: 225-4111 Non -Emergency: 484-1227 Transfort: 221-6620 Traffic Engineering: 221-6630 END OF SECTION General Reqs. - 3 Date: May 14, 2007 221-6700 2216700 221-6700 221-6700 225-7847 377-6411 221-6630 484-7166 1-303-398-4505 229-5222 219-2462 1-800-922-1987 Emergency: 911 Emergency: 911 Emergency: 911 Emergency: 91 Harmony and Ziegler Road Improvements SECTION 01040 COORDINATION 1.1 GENERAL CONTRACTOR RESPONSIBILITIES Date: May 14, 2007 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. 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. 1.2 SCHEDULE AND MILESTONES The Contractor shall submit a detailed project schedule showing milestones and the critical path for Harmony and Ziegler Road Improvements — Front Range Development Project. This schedule shall be agreed to by both the Owner and Contractor. It shall be made in writing and signed by both parties. Significant Milestone: Sunday, August 19, 2007 The following improvements must be completed prior to the beginning of the 2007 Fall school year: A. The concrete intersection at Ziegler/Harmony needs to be reopened to all traffic movements. Any remaining work in the intersection will have to utilize lane drops while maintaining through and turning movements at the intersection. B. The Corbett/Harmony intersection needs to be reopened to all traffic movements. Any remaining work at the intersection will have to utilize lane drops while maintaining through and turning movements at the intersection. C. At a minimum, Harmony Road and Ziegler Road need to be maintained as one lane each direction at all times after August 19, 2007. The progress schedule shall be monitored closely during construction and may be updated by written agreement of the parties as changes occur in the project progress. If the milestones are not met, the Owner may utilize the remedies provided in paragraph 15.6 of the Supplementary Conditions as well as any other remedy provided by the Contract Documents or provided by law or equity. The Owner may also assess liquidated damages as outlined in Article 3, Section 3.2 of the Agreement. General Reqs. - 4 Harmony and Ziegler Road Improvements 1.3 CONFERENCES Date: May 14, 2007 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. B. Additional project coordination conferences will be held prior to start of construction for coordination of the Work, refining project schedules, and utility coordination. 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. 1.4 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: 1. 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 appropriate. 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 Engineer's Field Representative and Contractor shall agree to weekly quantities at the progress meetings. The weekly quantity sheets shall be signed by both parties. These quantity sheets, when signed, shall be final and shall be the basis for the monthly progress estimates. This process ensures accurate monthly project pay estimates. END OF SECTION General Reqs. - 5 Harmony and Ziegler Road Improvements SECTION 01310 CONSTRUCTION SCHEDULES 1.1 GENERAL Date: May 14, 2007 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. 1.2 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. C. The schedule must show how the street, water line, 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. 1.4 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. General Reqs. - 6 Harmony and Ziegler Road Improvements 1.5 OWNER'S RESPONSIBILITY Date: May 14, 2007 A. Owner's review is only for the purpose of checking conformity with the Contract Documents and assisting the Contractor in coordinating the Work with the needs of the Project. 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 General Reqs. - 7 Harmony and Ziegler Road Improvements SECTION 01330 SURVEY DATA 1.1 SURVEY REQUIREMENTS Date: May 14, 2007 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. The Contractor must submit a survey request to the Surveyors a minimum of 48 hours prior to needing surveying work done. D. 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. E. 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. F. The Contractor shall protect all survey monuments and construction stakes. if it is unavoidable to remove a survey monument or construction stakes, the Contractor is responsible for notifying the Surveyor and allowing enough time for the monuments or stakes to be relocated. The Contractor will be responsible for the cost of restaking construction stakes and for the cost of re-establishing a destroyed monument. G. The Contractor shall be responsible for transferring the information from the construction stakes to any necessary forms and for constructing all pipelines, drainage ways, pavements, inlets, walls, and other structures and items in accordance with the information on the stakes and grade sheets supplied by the Owner. END OF SECTION General Reqs. - 8 Harmony and Ziegler Road Improvements SECTION 01340 SHOP DRAWINGS 1.1 GENERAL Date: May 14, 2007 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 convenient 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 Engineer's 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 Engineer's mark "NO EXCEPTION TAKEN" in the performance of the Work. Review status designations listed on Engineer's 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 Engineer's notations. Contractor is to proceed with the Work in accordance with Engineer's 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. General Reqs. - 9 Harmony and Ziegler Road Improvements Date: May 14, 2007 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 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. 1.2 SUBMITTAL REGISTER A. The Contractor shall complete the Submittal Register and submit with the Final Construction Schedule submittal. The Contractor must resubmit 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 submittal. 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. 1.3 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, manufacturer's 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. General Reqs. - 10 Harmony and Ziegler Road Improvements Date: May 14, 2007 B. Manufacturer's standard drawings, schematics and diagrams: 1. 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. 2. Minimum sheet size: 8 1/2" x I V. 3. Clearly mark each copy to identify pertinent products and models. 4. Individually annotate standard drawings, which are furnished, cross out items that do not apply, describe exactly which parts of the drawing apply to the equipment being furnished. 5. Individually annotate catalog sheets to identify applicable items. 6. 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. 7. 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, schedule or room numbers shown in the Contract Documents. f. Deviations from Contract Documents. g. Revisions on resubmittals. 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. 1.4 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. 1.5 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. D. Shop Drawings 1. Include additional drawings that may be required to show essential details of any changes proposed by Contractor along with required wiring and piping layouts. END OF SECTION General Reqs. - 11 Harmony and Ziegler Road Improvements Date: May 14, 2007 SECTION 01410 TESTING 1.1 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. 1.2 OWNER'S RESPONSIBILITIES 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. 1.3 CONTRACTOR'S RESPONSIBILITIES A. In addition to those inspections and tests called for in the General Conditions, the Contractor shall also be responsible for and shall pay all costs in connection with testing required 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 Contractor's 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. General Reqs. - 12 The Contract Documents and Construction Drawings may be examined online at: 1. City of Fort Collins BuySpeed: https://secure2.fcgov.com/bso/login.jsp 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: 1. 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. 07/2001 Section 00020 Page 2 Harmony and Ziegler Road Improvements Date: May 14, 2007 1.4 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. This 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 Contractor's control system shall specifically include all testing required by the various sections of these Specifications. B. Superintendence: The Contractor SHALL employ a full time Superintendent to monitor and coordinate all facets of the Work. Superintendent shall be on site when work is in progress (i.e. weekend work). The Superintendent shall have adequate experience to perform the duties of Superintendent. C. Quality Control: Contractor's 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. Document inspections and tests as required by each section of the Specifications. Provide copies to the Engineer weekly. END OF SECTION General Reqs. - 13 Harmony and Ziegler Road Improvements SECTION 01510 TEMPORARY UTILITIES 1.1 UTILITIES A. Furnish all utilities necessary for construction. Date: May 14, 2007 B. The Contractor will be responsible for furnishing water in reasonable amounts for execution of the work. The Contractor shall coordinate and schedule with the Owners' Field Representative for the Elco Water District 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. Furnish necessary water trucks, pipes, hoses, nozzles, and tools and perform all necessary labor. 1. Only Owner shall operate existing valves and hydrants. 1.2 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. Furnish 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. 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 General Reqs. - 14 Harmony and Ziegler Road Improvements SECTION 01560 TEMPORARY CONTROLS 1.1 NOISE CONTROL Date: May 14, 2007 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 7:00 p.m. and 7:00 a.m. Due to the aggressive schedule that this project entails, exceptions will be made. The City of Fort Collins will require written requests for exception to be submitted to the Project Engineer 3 days prior to work. 1.2 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 project's 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. 1.3 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 drains and culverts. 1.4 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: ]. 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, riprap 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. General Reqs. - 15 Harmony and Ziegler Road Improvements Date: May 14, 2007 D. Comply with the City of Fort Collins' Storm Drainage Erosion Control Manual and Plan. 1.5 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. C. 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 General Reqs. - 16 Harmony and Ziegler Road Improvements SECTION 01570 TREE PROTECTION Date: May 14, 2007 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 barrier (fluorescent orange in color) must be fixed in place around each tree for the duration of construction. This barrier will be placed no closer than six (6) feet from the trunk, or one-half of the drip line, whichever is greater. The barrier itself must be fixed so it cannot be moved easily, but the material can be flexible, such as orange 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 barrier. The movement or storage of equipment, material, debris, or fill within these required protective barriers is completely prohibited. In situations where the construction will come closer to a tree than six (6) feet, the orange barrier 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 Poisoning: 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 stump grinder operated by an experienced licensed arborist. 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 during the tree protection erection and root pruning activities. Owners' Field Representative, at his/her opinion, will contact the City Forester and/or City Arborist 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. General Reqs. - 17 Harmony and Ziegler Road Improvements Date: May 14, 2007 F. Violation of Specifications and Penalties for Damaging 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 severity 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. Thev are valued at $7,960 and $6,667 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); if two 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 General Reqs. - 18 Harmony and Ziegler Road Improvements SECTION 01580 TRAFFIC REGULATION 1.1 TRAFFIC CONTROL Date: May 14, 2007 A. The traffic control for this project shall be the responsibility of the Contractor. Traffic control is defined as the manpower and devices necessary to channelize vehicular and pedestrian traffic through the project. A full-time Traffic Control Supervisor will be required on the project during all construction operations. B. The Contractor and/or Traffic Control Contractor must submit traffic control plans and coordinate all traffic control with the City's 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. Harmony Road: The City of Fort Collins will allow the West -Bound Harmony Road traffic to be diverted to the East -Bound travel lanes, thus maintaining one -lane in each direction on the South side of Harmony Road. This closure will only be allowed for 35 calendar days. The limits of this closure are '/ mile east of Harmony Ziegler to '/< mile west of Corbett Drive. The closure will need to be approved by the City of Fort Collins Traffic Control Coordinator. Harmony Road: Single lane closures will be allowed for construction of the new lane additions and median installations. These will be for both Eastbound and West Bound traffic. Zeigler Road: The City of Fort Collins will allow the North Bound and South Bound through movements and left turn movements to be closed at the Harmony/Ziegler intersection until August 19, 2007. When possible, the City will require right turn movements to be allowed onto Ziegler and/or Harmony. The closure will need to be approved by the City of Fort Collins Traffic Control Coordinator Zeigler Road: Single lane closures will be allowed for construction of the new lane additions and median installations. These will be for both Northbound and Southbound traffic. Local Residential Access: Local access must be maintained at all times. City of Fort Collins will coordinate with the developers so access can be kept open. Any modifications to the traffic control plan must be approved by the City's Traffic Control Coordinator and the Engineer. 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 traffic shall be maintained at all times, utilizing temporary sidewalks when necessary. General Reqs. - 19 Harmony and Ziegler Road Improvements Date: May 14, 2007 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. 1. 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. 1.2 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. 1.3 PARKING 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, Owner's operations, or construction activities. END OF SECTION General Reqs. - 20 Harmony and Ziegler Road Improvements SECTION 01700 CONTRACT CLOSEOUT 1.1 SUBSTANTIAL COMPLETION Date: May 14, 2007 A. Substantial Completion for the Harmony and Ziegler Road Improvements — Front Range Development Project shall be defined as the completion of all earthwork, pavement, concrete work, striping, signage, landscaping, and any other pertinent items as required for this project. All driving lanes, bicycle lanes and sidewalks must be open to traffic. B. Substantial Completion dates or times are outlined in Section 00520 -Agreement. 1.2 FINAL COMPLETION A. Final Completion shall be defined as 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 terms outlined in Section 00520 - Agreement. END OF SECTION General Reqs. - 21 Harmony and Ziegler Road Improvements SECTION 01711 SITE CLEANUP 1.1 GENERAL 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. 1.2 DESCRIPTION A. Store volatile wastes in covered metal containers and dispose off site. Date: May 14, 2007 B. Provide on -site covered containers for the collection of waste materials, debris 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 project by the Contractor at the earliest opportunity, but in no case shall the street be left uncleaned 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 project. The City's Street Department will sweep the street at an approximate hourly rate of $70.00 for a minimum of 2 hours. The Contractor must sign a Contract with the City Street Department prior to requesting street sweeping. 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. 1.3 DISPOSAL A. Wastes shall not be buried or burned on the site or disposed of into storm drains, sanitary sewers, streams or waterways. B. Remove waste materials, clearing materials, demolition materials, unsuitable excavated materials, debris and rubbish from the site at least weekly and dispose of at disposal areas furnished by Contractor away from the site. END OF SECTION General Reqs. - 22 Construction Document Ordering Instructions (Download a complete PlanWell 4.0 Ordering Guide from www.planwell.com) 1. 2. 3. 4. GO TO: www.mercury-ldo.com SELECT: Denver Links: "Plan Well" wn Mvn Frw Fnti F tn. vve.. rY rwimw. VIwp051111ef 11m 1UtN11W ,rw�w�. tl,u(V`.pl.�slYiM �V r�anweir al -Milo E 5Q�l SELECT: Public Planroom:."GO" ■ Mercury/LDD Colorado 1 (recsom&MLbQ e;l I W a PlanWell' Digital Document Management & Distribution __, Use, Name Password (Meet vas Daeswurtl? Not a membM Yei' i st" rm now SELECT: the desired rodays star card it unline pkmrcums use F- Pebac Mgeets °s Mr HlMeng NO �tl�nR i��v^ttCRP tRV3CdiW0 Y0-bid maejr onsy I:. Auawnw Access OW `Project Number" from the list 07/2001 Section 00020 Page 3 Harmony and Ziegler Road Improvements SECTION 01720 PROJECT RECORD DOCUMENTS 1.1 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. 1.2 MAINTENANCE OF DOCUMENTS AND SAMPLES Date: May 14, 2007 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. 1.4 SUBMISSION A. Accompany submittal 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 General Reqs. - 23 Harmony and Ziegler Improvements DIVISION 2 - SITEWORK SECTION 02810 IRRIGATION PART 1 - GENERAL 1.01 RELATED DOCUMENTS May 14, 2007 Furnish all labor, materials, supplies, equipment, tools and transportation, and perform all operations in connection with and reasonably incidental to the complete installation of the irrigation system, and guarantee/warranty as shown on the drawings, the installation details, and as specified herein. Items of work specifically included are: A. Procurement of all applicable licenses, permits, and fees including payment of all development, plant investment, or any other fees and permits associated with the purchase and installation of the tap. B. Coordination of Utility Locates ("Call Before You Dig"). C. Excavation, installation, and backfill of tap into municipal water line. D. Excavation, installation, and backfill of water meter and vault. E. Verification of existing static pressure. F. Maintenance period. G. Sleeving for irrigation pipe. 1.02 WORK NOT INCLUDED Items of work specifically excluded or covered under other sections are: A. Provision and connection of electrical power supply to the irrigation control system. 1.03 RELATED WORK A. Division 2 - Site Work: 1. Section 02920 - Fine Grading and Soil Preparation. 2. Section 02931 - Seeding. 3. Section 02950 - Trees, Plants and Ground Cover. 1.04 SUBMITTALS A. Deliver four (4) copies of all required submittals to the Owner's Representative within 15 days from the date of Notice to Proceed. B. Materials List: Include pipe, fittings, mainline components, water emission components, control system components. Quantities of materials need not be included. C. Manufacturers' Data: Submit manufacturers' catalog cuts, specifications, and operating instructions for equipment shown on the materials list. Irrigation Specs - 1 Harmony and Ziegler Improvements May 14, 2007 D. Shop Drawings: Submit shop drawings called for in the installation details. Show products required for proper installation, their relative locations, and critical dimensions. Note modifications to the installation detail. E. Project Record Drawings: Submit project record (as -built) drawings to Owner prior to commencement of maintenance period (refer to specification section 3.11 for specific requirements). 1.05 RULES AND REGULATIONS A. Work and materials shall be in accordance with the latest edition of the National Electric Code, the Uniform Plumbinz Code as published by the Western Plumbing Officials Association, and applicable laws and regulations of the governing authorities. B. When the contract documents call for materials or construction of a better quality or larger size than required by the above -mentioned rules and regulations, provide the quality and size required by the contract documents. C. If quantities are provided either in these specifications or on the drawings, these quantities are provided for information only. It is the Contractor's responsibility to determine the actual quantities of all material, equipment, and supplies required by the project and to complete an independent estimate of quantities and wastage. 1.06 TESTING A. Notify the Owner's Representative three days in advance of testing. B. Pipelines jointed with solvent -welded PVC joints shall be allowed to cure at least 24 hours before testing. C. Subsections of mainline pipe may be tested independently, subject to the review of the Owner's Representative. D. Furnish clean, clear water, pumps, labor, fittings, and equipment necessary to conduct tests or retests. E. Hydrostatic Pressure Test: 1. Subject mainline pipe to a hydrostatic pressure of 150 PSI for two hours. Test with mainline components installed. A 2 PSI pressure variation is allowed. Backfill to prevent pipe from moving under pressure. Expose couplings and fittings. 2. Leakage will be detected by visual inspection. Replace defective pipe, fitting, joint, valve, or appurtenance. Repeat the test until the pipe passes test. 3. Cement or caulking to seal leaks is prohibited. F. Operational Test: 1. Activate each remote control valve in sequence from controller. The Owner's Representative will visually observe operation, water application patterns, and leakage. 2. Replace defective remote control valve, solenoid, wiring, or appurtenance to correct operational deficiencies. 3. Replace, adjust, or move water emission devices to correct operational or coverage deficiencies. 4. Replace defective pipe, fitting, joint, valve, sprinkler, or appurtenance to correct leakage problems. Cement or caulking to seal leaks is prohibited. 5. Repeat test(s) until each lateral passes all tests. 1.07 CONSTRUCTION REVIEW Irrigation Specs - 2 Harmony and Ziegler Improvements May 14, 2007 The purpose of on -site reviews by the Owner's Representative is to periodically observe the work in progress and the Contractor's interpretation of the construction documents and to address questions with regards to the installation. A. Scheduled reviews such as those for irrigation system layout or testing should be scheduled with the Owner's Representative as required by these specifications. B. Impromptu reviews may occur at any time during the project. C. Final review will occur at the completion of the irrigation system installation and Record (As -Built) Drawing submittal. 1.08 GUARANTEE / WARRANTY AND REPLACEMENT The purpose of this guarantee/warranty is to insure that the Owner receives irrigation materials of prime quality, installed and maintained in a thorough and careful manner. A. For a period of one year from commencement of the formal maintenance period, guarantee/warranty irrigation materials, equipment, and workmanship against defects. Fill and repair depressions. Restore landscape or structural features damaged by the settlement of irrigation trenches or excavations. Repair damage to the premises caused by a defective item. Make repairs within seven days of notification from the Owner's Representative. B. Contract documents govern replacements identically as with new work. Make replacements at no additional cost to the contract price. C. Guarantee/warranty applies to originally installed materials and equipment and replacements made during the guarantee/warranty period. END OF SECTION Irrigation Specs - 3 Harmony and Ziegler Improvements PART 2 - MATERIALS 2.01 QUALITY May 14, 2007 Use materials which are new and without flaws or defects of any type, and which are the best of their class and kind. 2.02 SUBSTITUTIONS Pipe sizes referenced in the construction documents are minimum sizes, and may be increased at the option of the Contractor. 2.03 IRRIGATION TAP AND WATER METER A. Provide materials required by local codes for installation of the municipal water tap and associated piping. B. Provide materials required by local code for installation of the water meter and vault and associated piping. 2.04 SLEEVING A. Sleeving beneath drives and streets shall be PVC Class 200 pipe with solvent welded joints. B. Sleeving diameter: equal to twice that of the pipe or wiring bundle. 2.05 PIPE AND FITTINGS A. Mainline Pine and Fittings: 1. Use rigid, unplasticized polyvinyl chloride (PVC) 1120, 1220 National Sanitation Foundation (NSF) approved pipe, extruded from material meeting the requirements of Cell Classification 12454-A or 12454-B, ASTM Standard D1784, with an integral belled end. 2. Use Class 200, SDR-21, rated at 200 PSI, conforming to the dimensions and tolerances established by ASTM Standard D2241. Use PVC pipe rated at higher pressures than Class 200 in the case of small nominal diameters which are not manufactured in Class 200. 3. Use solvent weld pipe for mainline pipe with a nominal diameter less than 3-inches or where a pipe connection occurs in a sleeve. Use Schedule 40, Type 1, PVC solvent weld fittings conforming to ASTM Standards D2466 and D1784. Use primer approved by the pipe manufacturer. Solvent cement to conform to ASTM Standard D2564. B. Lateral Pipe and Fittings: 1. For drip irrigation laterals downstream of zone control valves, use UV radiation resistant polyethylene pipe manufactured from Prime Union Carbide G-resin 7510 Natural 7 manufactured by Union Carbide or a Union Carbide Licensee with a minimum of 2% carbon black, and minimum nominal pipe ID dimension of 0.810" for 3/4 inch pipe. Use PVC/compression line fittings compatible with the drip lateral pipe. Use tubing stakes to hold above -ground pipe in place. C. Specialized Pipe and Fittings: Copper pipe: Use Type "K" rigid conforming to ASTM Standard B88. Use wrought copper or cast bronze fittings, soldered or threaded per the installation details. Use a 95% tin and 5% antimony solder. Use a dielectric union wherever a copper -based metal (copper, brass, bronze) is joined to an iron - based metal (iron, galvanized steel, stainless steel). Irrigation Specs - 4 Harmony and Ziegler Improvements May 14, 2007 3. Assemblies calling for pre -fabricated double swing joints shall utilize LASCO Unitized swing joints or approved equal. Swing joints shall berated at 315 psi, and use 0-ring and street elbow construction. 4. Assemblies calling for threaded pipe connections shall utilize PVC Schedule 80 nipples and PVC Schedule 80 threaded fittings. 5. Joint sealant: Use only Teflon -type tape pipe joint sealant on plastic threads. Use nonhardening, nontoxic pipe joint sealant formulated for use on water -carrying pipes on metal threaded connections. 2.06 MAINLINE COMPONENTS A. Main System Shutoff Valve: As per local practice and in compliance with local code. B. Winterization Assembly: As per local practice and in compliance with local code. C. Backflow Prevention Assembly: As presented in the installation details. D. Quick Coupling Valve Assembly: Double swing joint arrangement as presented in the installation details. 2.07 DRIP IRRIGATION COMPONENTS A. Remote Control Valve (RCV) Assembly for Drip Laterals: As presented in the installation details. Use wire connectors and waterproofing sealant to join control wires to solenoid valves. Use standard Christy I.D. tags with hot -stamped black letters on a yellow background. Install a separate valve box over a 3-inch depth of 3/4-inch gravel for each assembly. B. Drip Emitter Assembly: I. Barb -mounted, pressure compensating emitter device as presented in the installation details. The device shall be Rain Bird XB-20. 2. Install emitter types and quantities on the following schedule: a. Ground coverplant: 1 single outlet emitter each or 1 single outlet emitter per square foot of planting area, whichever is less. b. Shrub: 2 single outlet emitters each. c. Tree: 8 single outlet emitters each. 3. Use 1/4-inch diameter flexible plastic tubing to direct water from emitter outlet to emission point. Length of emitter outlet tubing shall not exceed five feet. Secure emitter outlet tubing with tubing stakes. C. Flush Cap Assembly: as presented in the installation details. Locate at the end of each drip irrigation lateral pipe. Install a separate valve box over a 3-inch depth of 3/4-inch gravel for each assembly. 2.08 CONTROL SYSTEM COMPONENTS A. Irrigation Controller Unit: 1. Rain Bird UNIK Battery -operated controller with one (1) field transmitter for the project, and one 1) control module for each remote control valve on the project. 2.09 OTHER COMPONENTS A. Tools and Spare Parts: Provide operating keys, servicing tools, test equipment, other items, and spare parts indicated in the General Notes of the drawings. END OF SECTION Irrigation Specs - 5 Harmony and Ziegler Improvements PART 3-EXECUTION 3.01 INSPECTIONS AND REVIEWS A. Site Inspections: May 14, 2007 1. Verify site conditions and note irregularities affecting work of this section. Report irregularities to the Owner's Representative prior to beginning work. 2. Beginning work of this section implies acceptance of existing conditions. 3. Contractor will be held responsible for coordination between landscape and irrigation system installation. 4. Landscape material locations shown on the Landscape Plan shall take precedence over the irrigation system equipment locations. If irrigation equipment is installed in conflict with the landscape material locations shown on the Landscape Plan, the Contractor will be required to relocate the irrigation equipment, as necessary, at Contractor's expense. B. Utility Locates ("Call Before You Die"): 1. Arrange for and coordinate with local authorities the location of all underground utilities. 2. Repair any underground utilities damaged during construction. Make repairs at no additional cost to the contract price. C. Irrigation System Lavout Review: Irrigation system layout review will occur after the staking has been completed. Notify the Owner's Representative two days in advance of review. Modifications will be identified by the Owner's Representative at this review. 3.02 LAYOUT OF WORK A. Stake out the irrigation system. Items staked include: pipe, control valves, and isolation valves. B. Install all mainline pipe and mainline components inside of project property lines. 3.03 EXCAVATION, TRENCHING, AND BACKFILLING A. Excavate to permit the pipes to be laid at the intended elevations and to permit work space for installing connections and fittings. B. Minimum cover (distance from top of pipe or control wire to finish grade): 1. 18-inch over mainline pipe. 2. 3-inch minimum mulch cover over drip lateral pipe in planting beds downstream of drip system zone control valves. 3. PVC UV radiation resistant lateral pipe shall be installed directly on the soil surface. C. Backfill only after lines have been reviewed and tested. D. Excavated material is generally satisfactory for backfill. Backfill shall be free from rubbish, vegetable matter, frozen materials, and stones larger than 2-inches in maximum dimension. Remove material not suitable for backfill. Backfill placed next to pipe shall be free of sharp objects which may damage the pipe. Stones larger than 1-inch maximum dimension are not permitted in first (deepest) 6-inches of backfill. E. Backfill unsleeved pipe in either of the following manners: 1. Backfill and puddle the lower half of the trench. Allow to dry 24 hours. Backfill the remainder of the Irrigation Specs - 6 Harmony and Ziegler Improvements May 14, 2007 trench in 6-inch layers. Compact to density of surrounding soil. 2. Backfill the trench by depositing the backfill material equally on both sides of the pipe in 6-inch layers and compacting to the density of surrounding soil. Enclose pipe beneath roadways, walks, curbs, etc. in sleeves. Minimum compaction of backfill for sleeves shall be 95% Standard Proctor Density, ASTM D698-78. Conduct one compaction test for each sleeved crossing less than 50 feet long. Conduct two compaction tests for each sleeved crossing greater than 50 feet long. Costs for such testing and any necessary retesting shall be borne by the Contractor. Use of water for compaction around sleeves, "puddling", will not be permitted. G. Dress backfilled areas to original grade. Dispose of excess backfill off site. H. Where utilities conflict with irrigation trenching and pipe work, contact the Owner's Representative for trench depth adjustments. 3.04 IRRIGATION TAP AND WATER METER A. Install the municipal water tap and associated piping materials in conformance with local regulations. B. Install the water meter and vault and associated piping in conformance with local regulations. 3.05 SLEEVING AND BORING A. Install sleeving at a depth which permits the encased pipe to remain at the specified burial depth. B. Extend sleeve ends six inches beyond the edge of the paved surface. Cover pipe ends and mark with stakes. Mark concrete with a chiseled "x" at sleeve end locations. C. Bore for sleeves under obstructions which cannot be removed. Employ equipment and methods designed for horizontal boring. 3.06 ASSEMBLING PIPE AND FITTINGS A. General: 1. Keep pipe free from dirt and pipe scale. Cut pipe ends square and debut. Clean pipe ends. 2. Keep ends of assembled pipe capped. Remove caps only when necessary to continue assembly. B. Mainline Pine and Fittings: 1. Use only strap -type friction wrenches for threaded plastic pipe. 2. PVC Solvent Weld Pipe: a. Use primer and solvent cement. Join pipe in a manner recommended by the manufacturer and in accordance with accepted industry practices. b. Cure for 30 minutes before handling and 24 hours before allowing water in pipe. c. Snake pipe from side to side within the trench. 3. Fittings: The use of cross type fittings is not permitted. 4. UV Radiation Resistant Polyethylene Pipe: a. Join pipe in the manner recommended by manufacturer and in accordance with accepted industry practices. b. Snake pipe from side to side within the trench, on the soil surface, and hold in place with tubing stakes spaced every five feet. 5. Fittings: The use of cross type fittings is not permitted. C. Specialized Pine and Fittings: Irrigation Specs - 7 Harmony and Ziegler Improvements May 14, 2007 1. Copper Pipe: a. Buff surfaces to be joined to a bright finish. Coat with solder flux. b. Solder so that a continuous bead shows around the joint circumference. 2. Insert a dielectric union wherever a copper -based metal (copper, brass, bronze) and an iron -based metal (iron, galvanized steel, stainless steel) are joined. 3. Pre -fabricated double swing joints: Install per manufacturer's recommendations. 4. Low Density Polyethylene Hose: Install per manufacturer's recommendations. 5. PVC Threaded Connections: a. Use only factory -formed threads. Field -cut threads are not permitted. b. Use only Teflon -type tape. c. When connection is plastic -to -metal, the plastic component shall have male threads and the metal component shall have female threads. 6. Make metal -to -metal, threaded connections with Teflon -type tape or pipe joint compound applied to the male threads only. 3.07INSTALLATION OF MAINLINE COMPONENTS A. Main System Shut Off Valve: Install where indicated on the drawings. B. Winterization Assembly: Install where indicated on the drawings. C. Backflow Prevention Assembly: Install where indicated on the drawings. Install assembly so that its elevation, orientation, access, and drainage conform to the manufacturer's recommendations and applicable health codes. D. Quick Coupling Valve Assembly: Install where indicated on the drawings. 3.08INSTALLATION OF DRIP IRRIGATION COMPONENTS A. Remote Control Valve (RCV) Assembly for Drip Laterals: 1. Flush mainline pipe before installing RCV assembly. 2. Locate as shown on the drawings. Wire connectors and waterproof sealant shall be used to connect control wires to remote control valve wires. Connectors and sealant shall be installed as per the manufacturer's recommendations. 3. Install only one RCV to valve box. Locate at least 12-inches from and align with nearby walls or edges of paved areas. B. Drip Emitter Assembly: 1. Locate as shown on the drawings and installation details. 2. Flush lateral pipe before installing emitter assembly. 3. Cut emitter outlet distribution tubing square. 4. Use tools and techniques recommended by the manufacturer. C. Flush Cap Assembly: Install at the end of each drip irrigation lateral pipe as shown on the installation details. 3.09 INSTALLATION OF CONTROL SYSTEM COMPONENTS A. Irrigation Controller Unit: 1. Install battery -operated controller on underside of each remote control valve box cover with velcro strapping. Irrigation Specs - 8 Harmony and Ziegler Improvements May 14, 2007 2. Make wiring connection per manufacturer's recommendation. 3.10 INSTALLATION OF OTHER COMPONENTS A. Tools and Snare Parts: 1. Prior to the Pre -Maintenance Review, supply to the Owner operating keys, servicing tools, test equipment, and any other items indicated on the drawings. 2. Prior to Final Review, supply to the Owner the spare parts indicated in the General Notes on the drawings. B. Other Materials: Install other materials or equipment shown on the drawings or installation details to be part of the irrigation system, even though such items may not have been referenced in these specifications. 3.11 PROJECT RECORD (AS -BUILT) DRAWINGS A. Maintain on -site and separate from documents used for construction, one complete set of contract documents as Project Documents. Keep documents current. Do not permanently cover work until as -built information is recorded. B. Record pipe and wiring network alterations. Record work which is installed differently than shown on the construction drawings. Record accurate reference dimensions, measured from at least two permanent reference points, of each irrigation system valve, each backflow prevention device, each sleeve end, and other irrigation components enclosed within a valve box. C. Prior to Final Review, purchase from the Owner's Representative a reproducible mylar copy of the drawings. Using technical drafting pen, duplicate information contained on the project drawings maintained on site. Label each sheet "Record Drawing". Completion of the Record Drawings will be a prerequisite for the Final Review. 3.12 MAINTENANCE A. Upon completion of Final Review, maintain irrigation system for a duration of 2 years. Make periodic examinations and adjustments to irrigation system components so as to achieve the most desirable application of water. B. Following completion of the Contractor's maintenance period, the Owner will be responsible for maintaining the system in working order during the remainder of the guarantee/warranty period, for performing necessary minor maintenance, for trimming around sprinklers, for protecting against vandalism, and for preventing damage during the landscape maintenance operation. 3.13 CLEAN-UP A. Upon completion of work, remove from the site all machinery, tools, excess materials, and rubbish. END OF SECTION Irrigation Specs - 9 5. CLICK: "Most Current Set" to View the documents available for the projejo 3rder items by clicking the Wcart icon: 00n;00'i, -.e,. ii Q test Current Set "issue Set °' Revision 1 (aRevision 2 list of Start W Udcv 6ha-1 7 57 Issue Set 7/29/2002 .Architectural 24%36 LBW - E9.2 $1 Issue Set 7/29/2002 Architectural 24%36 LBW - BA-3 Wj Revision 2 2/1012004 Architectural 24%36 LBW - ®A_4 W Issue Set 7/29/2002 Architectural 24%36 LBW - RA_5 A' Revision 1 11/12/2003 Architectural 24%36 LBW - 6. CLICK: Sheet No. to viewX 7. CLICK: 9 to add a specific document t your "Shopping Cart" 8. CLICK: I Start My order 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 contacts: Marie Owens 970-484-1201, mowens@mercury-ldo.com David Bacon-720-220-7683, dbacon@mercury-ldo.com Prospective Bidders are invited to present their questions relative to this Bid proposal at this meeting. 07/2001 Section 00020 Page 4 Harmony and Ziegler Improvements DIVISION 2 SITEWORK SECTION 2900 LANDSCAPE PLANTING PART 1 - GENERAL 1.01 RELATED DOCUMENTS May 14, 2007 The general provisions of the contract, including General and Supplementary Conditions and Division 1, General Requirements, apply to the work specified in this Section. 1.02 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 herein. The work shall include, but not be limited to the following: 1. 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. Mulching 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. 1.03 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. 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. 1.04 SUBMITTALS A. 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 Planting Specs - 1 Harmony and Ziegler Improvements May 14, 2007 beginning 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 1.05 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. 1.06 INSPECTIONS A. Pre -Planting Inspection: 1. 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. 2. Notify the Owner's Representative of the source of material no later than 30 days after award of the contract. 3. All fertilizers, pre -mixed backfill mixes, mulches and soil amendments will be inspected at the site by the Owner's Representative before they are used in planting operations. Planting Inspections: Owner's Representative shall inspect the staked location of all trees prior to the planting of those trees. Owner's Representative shall inspect container stock with said plants set on the ground at the proposed locations before digging commences. C. Pre -Maintenance Inspection: 1. As soon as all planting is completed, the Owner's Representative upon request of the Contractor will hold a planting review and preliminary inspection to determine the condition of the plantings. 2. The Contractor shall have all planting areas free of weeds and neatly cultivated. Irrigation 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: 1. At the completion of the two growing season maintenance period, the final inspection shall be performed. 2. If, after the inspection, the Owner's Representative is of the opinion that all work has been performed as per the contract documents, and that all plant materials are in satisfactory growing condition, he will give the Contractor written notice of acceptance and completion of the formal maintenance period. 3. Final approval will not be given until all deficiencies are corrected. Planting Specs - 2 Harmony and Ziegler Improvements 1.07 GUARANTEE May 14, 2007 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. 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. 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. 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 Planting Specs - 3 Harmony and Ziegler Improvements PART 2-PRODUCTS 2.01 TREES, SHRUBS, AND GROUND COVERS May 14, 2007 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. 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 therein, the established custom of the nursery trade is followed. 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 orjute. Broken balls will not be accepted. Ponderosa Pine may be 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. 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 times 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. Pruning: Trees shall not be pruned, except by City Forestry staff. Dead and broken shoots should be pruned out of woody shrub material. 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. 2.02 SOIL AMENDMENTS/FERTILIZERS/MULCHES A. Topsoil: imported and on site topsoil (located in stockpile on site) for use in backfill mix. 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" 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 bacteria] enzyme culture raising the manure temperature to 145 degrees minimum for 3 weeks minimum, aged at least 18 months, yielding a soil amendment with the following properties: Planting Specs - 4 Harmony and Ziegler Improvements May 14, 2007 Organic Matter: 35 - 40% (oven -dry basis) Total Nitrogen: 1.6 - 2.0% Conductivity: 50.0 EC's (max) pH: 7.5 to 8.5 Submit analysis as required by 1.04 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 1.04. D. Fertilizers: 1. Tablets for tree and shrub planting - "The Pill" by Agriform with 20-10-5 analysis, 21 gram size, Osmocote Sierrablend, 9 month slow release or industry equivalent. 2. 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 1.03. Guaranteed analysis shall be designed to conform with amendment requirements given in Part 3, "Execution." E. Mulch: 1. Bark Mulch: Cedar mulch must be approved by City Parks Division prior to installation. 2.03 SOD 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 comers. B. Sod Producer: Company specializing in sod production and harvesting with minimum 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 Planting Specs - 5 Harmony and Ziegler I mprovements PART 3-EXECUTION 3.01 GENERAL May 14, 2007 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 V. plus or minus of required finished grades. Verify that grades are within 1" plus or minus, of required finished grades. Notify the Owner's Representative prior to commencing soil preparation work if existing grades are not satisfactory, or assume responsibility for conditions as they exist. 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. Contaminated soil: Do not perform any soil preparation work in areas where soil is contaminated with cement, plaster, paint or other construction debris. Bring such areas to the attention of the Owner's Representative and do not proceed until the contaminated soil is removed and replaced. Soil 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 scarified to a 6" depth parallel to the way the median runs, 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. 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. Planting Specs - 6 Harmony and Ziegler Improvements May 14, 2007 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). 2. 20% peat moss by volume. 3. 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 minimum 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 drain completely. Contractor should notify Landscape Architect if a pit does not drain in a satisfactory time, then contractor should correct drainage problem by using a PVC drain or a gravel sump shall be installed. S. Dispose of excavated soil off the site at no cost to the Owner. 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. C. Planting 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 wire 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 Planting Specs - 7 Harmony and Ziegler Improvements May 14, 2007 lies free without doubling. Firm 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 straps loose enough to allow a minimum 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. B. Scope: 1. New plantings. 2. Existing plantings within the construction area. 3. Continuous operations of watering, weeding, 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 orgroundcover. 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. d. Protection: i) 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. 4. 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. 6. 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. 6. Maintenance for Trees and Shrubs Planting Specs - 8 Harmony and Ziegler I mprovements May 14, 2007 a. Water all trees and shrubs to insure optimal growth and establishment during the two growing season maintenance period as required by this 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. Irrigation 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 implementing 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, furnish 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 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 Planting Specs - 9 Harmony and Ziegler Improvements — Front Range Village Development (2007) Date: May 14, 2007 Harmony and Ziegler Improvements — Front Range Village Development (2007) The Colorado Division of Highways "Standard Specifications for Road and Bridge Construction" (2005), except as revised herein, is hereby adopted as a minimum standard of compliance for this project. The City of Fort Collins Storm Drainage Construction Standards, City of Fort Collins Water Utilities Standard Construction Specifications, Larimer County Urban Area Street Standards, the Fort Collins — Loveland Water District and South Fort Collins Sanitation District Standards, 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 3 202 REMOVALS.............................................................................................................. Technical Specs 4-5 203 EXCAVATION AND EMBANKMENT................................................................... Technical Specs 6-8 206 EXCAVATION AND BACKFILL FOR STRUCTURES ................................ Technical Specs 9-10 208 EROSION CONTROL.............................................................................................. Technical Specs 11 210 RESET STRUCTURES............................................................................................. Technical Specs 12 - 13 304 AGGREGATE BASE COURSE................................................................................ Technical Specs 14 306 RECONDITIONING.................................................................................................. Technical Specs 15 307 FLY ASH SUBGRADE STABILIZATION.............................................................. Technical Specs 16 - 19 401 PLANT MIX PAVEMENTS - GENERAL................................................................ Technical Specs 20 - 25 403 HOT BITUMINOUS PAVEMENT........................................................................... Technical Specs 26 — 29 412 PORTLAND CEMENT CONCRETE PAVEMENT ....................................... Technical Specs 30 - 31 506 RIPRAP..................................................................................................................... Technical Specs 32 — 33 610 STRUCTURAL CONCRETE................................................................. Technical Specs 34 603 CULVERTS AND SEWERS.................................................................................... Technical Specs 35 604 MANHOLES, INLETS AND METER VAULTS ...................................................... Technical Specs 36 Technical Specs - 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 07/2001 Section 00020 Page 5 Harmony and Ziegler Improvements — Front Range Village Development (2007) 608 609 619 630 SIDEWALKS AND DECORATIVE CROSSWALKS .............. CURB AND GUTTER ........................................ WATER LINES ................................................. Date: May 14, 2007 ................ Technical Specs .................... Technical Specs .................... Technical Specs TRAFFIC CONTROL DEVICES (Contractor Supplied) ........................................ Technical Specs Technical Specs - 2 37-38 39 40 40 - 44 Harmony and Ziegler Improvements — Front Range Village Development (2007) Date. May 14, 2007 REVISION OF SECTION 201 CLEARING AND GRUBBING Section 201 of the Standard Specifications is hereby revised for this project as follows Subsection 201.01 is revised to include the following: 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 Unit 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 Technical Specs - 3 Harmony and Ziegler Improvements — Front Range Village Development (2007) Date: May 14, 2007 REVISION OF SECTION 202 REMOVALS 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 concrete sidewalk, curb and gutter, crosspans, driveways, inlets, irrigation structures, pipe, structures, asphalt, fence, trees, retaining walls and any other 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: Remove Pipe (RCP, CMP, PVC) - The Contractor shall remove all (clay tile, concrete, PVC, ductile, corrugated metal, steel) pipes according to the construction drawings or as directed by the Engineer. All trenches will be backfilled to City of Fort Collins specifications to 95% compaction. All areas must be graded according to Engineers direction and all pipe removed is to be the property of the Contractor. Remove Existing FES - The Contractor shall remove the flared end sections and have the City representative determine if they can be re -used. If the flared end sections are in determined to be in good conditions, then the Contractor will be responsible for storing and placing this item. If the flared end sections have been determined to be unacceptable, then it becomes the property of the Contractor. All labor, equipment, and materials necessary to perform this work, will be paid for under this item. Remove Concrete Irrigation Structure — The contractor will remove the existing irrigation structure as shown on the plans. All labor, materials, equipment, disposal cost and cost to plug the existing pipe must be included in this unit price. Remove Concrete Channel — Contractor will be required to remove and dispose of all materials. The unit price must include all equipment, labor and materials necessary to complete this work. Profile Mill Asphalt Pavement (Ziegler Road) — The Contractor must provide: pick-up broom, labor, small front end loader (skip tractor), superintendent, and TCS. Prior to the rotomill operations, the Contractor will be required to spot check elevations with a string line or transit. The material will be the property of the Contractor and will be hauled offsite. This item will be paid for by the square yard (SY). Remove Leech Field and Sceptic Tank — The Contractor will be responsible for removing the leech field and sceptic tank at the Young Property. This work will consist of removeing the tank and leechfiield and disposing them. system The unit price must include all equipment, labor and materials necessary to complete this work. Remove Gate — The Contractor will be responsible for removing the Gates along Harmony Road and disposing the material offsite. The unit price must include all equipment, labor and materials necessary to complete this work. The Contractor Shall remove and dispose of all concrete sidewalk, curb and gutter, cross pans, driveways, inlets, irrigation structures, pipe, structures, asphalt, fence, trees, retaining walls and any other 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. 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 Contractor's 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 b y the Engineer will be the responsibility of the Contractor and will not be paid for under this section. 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 Technical Specs - 4 Harmony and Ziegler Improvements — Front Range Village Development (2007) Date: May 14, 2007 obtain disposal sites for all unusable material, which is removed. Subsection 202.12 is revised to include the following: The Contractor and the Engineer shall field measure and agree upon the quantity to be removed before the work commences. Should the Contractor fail to request the Engineer to measure any work, the Contractor shall not be compensated for materials that were not measured by the Engineer. Payment will be made under: Pay Item and Pav Unit The pay unit is denoted by O. 202-01 Remove Curb and Gutter — (LF) 202-02 Remove Concrete Sidewalk — (SF) 202-03 Remove Asphalt — Full Depth (4" — 8") — (EA) 202-04 Profile Mill Asphalt Pavement — (SY) 202-05 Remove Tree 48"+ Diameter — (EA) 202-06 Remove Tree 24" — Diameter — (EA) 202-07 Remove Pipe (RCP, CMP, PVC) — (LF) 202-08 Remove Inlet — (EA) 202-09 Remove Existing FES — (EA) 202-10 Remove Concrete Channel — (LF) 202-11 Remove Leech Field and Sceptic Tank — (LS) 202-12 Remove Area Inlet — (EA) 202-13 RemoveIrrigationoStructure — (EA) 202-14 Remove Existing Hydrant —(EA) 202-15 Remove Headwall — (EA) 202-16 Remove Gate —(EA) 202-17 Remove Retaining Wall — (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 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 Technical Specs - 5 Harmony and Ziegler Improvements — Front Range village Development (2007) Date: May 14, 2007 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: Unclassified Excavation - This shall consist of excavation of all materials on the site to final grades, excluding the bid items listed in Section 202. Excavation of unsuitable material will only be paid for if it is found to be unsuitable in its original state. This item shall be measured from the plans and cross sections, and will be paid for by the cubic yard. This item shall be paid according to plan quantity. Embankment (Complete in Place) - All excavated material, except the material being hauled and disposed, shall be placed as embankment and compacted, to final grades, as specified in Section 203.07. The use of scrapers will not be permitted to compact the material. A disk with 4 wheel drive tractor 815 CAT or equal will be required to do this work. The embankment quantity was not adjusted to allow for shrinkage during compaction. This item will be measured from the plans and cross sections and will be paid for by the cubic yard. This item will be paid according to plan quantity. Borrow - ABC (Class 5 or 6) - (Complete in Place) - This shall include supplying, placing, and compacting aggregate base course as directed by the Engineer. This item will be measured in the field and paid for by the ton. This item will not be paid for as Embankment. Borrow material will only be used for fill if there is a shortage of suitable material onsite and/or as directed by the Engineer and may be used under sidewalks. 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. NOTE: Muck -excavation of material from rain or weather damage or dewatering pump failure will not be paid for and is entirely the Contractor's responsibility. This item shall be measured in the field, and will be paid for by the cubic yard. Topsoil - (Stripping, Stockpiling, Placing) 6" Depth —All areas that have suitable topsoil material shall be stripped to a depth of 6 inches. This material shall be stockpiled and placed after the final grades have been established. This item shall include stripping existing vegetation, temporarily stockpiling, loading, hauling, and placing topsoil material for back of walk and curb areas, and other designated areas. This item shall be paid according to plan quantity. Median Splash block/Hardscape Shaping (Complete in Place) — 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. Potholing — The Contractor shall be responsible for locating electrical, gas, fiber optic, cable, telephone, traffic signal conduit and other existing utility lines and shall be performed every 100 lineal feet or as deemed necessary by the Contractor. All related work, including excavation, backfilling, shoring, labor and number of hours will not be measured and paid for separately, but shall be included in the work. Repair of damaged existing utility lines caused by the Contractor will be at the Contractor's expense. Potholing will be paid as a lump sum item. Flowfill Section Over Shallow Utilities — This work shall consist of the removal of soil above an existing utility, after subgrade elevation has been achieved, one foot (1') deep and three feet (3') wide. This excavated area that can not be treated with flyash, will be filled with flowable fill to the top of subgade to protect the existing utility. All related work, material and equipment will not be measured and paid for separately, but shall be included in the work. This work shall be measured and paid for by the linear foot. Flowable Fill — shall be a Portland Cement Concrete Mix. The cement shall conform to the Standard Specifications for Portland Cement, ASTM C 150-85, Type I/Il. The minimum 24-hour strength shall be 10-psi and the maximum 28 day strength, 60 psi. The maximum aggregate size shall be one inch (1 "). The minimum slump shall be six inches (6") and Technical Specs - 6 Harmony and Ziegler Improvements — Front Range Village Development (2007) Date: May 14, 2007 the maximum, eight inches (8"). The non -shrink backfill shall be consolidated with a mechanical vibrator. Payment of using flow fill will be paid for by the cubic yard and only when used as required by the Engineer. Import Screened Topsoil (6")— Parkway Areas —This shall include supplying, hauling, placing, and grading screened topsoil between the new curb and gutter and sidewalk, and/or as directed by the Engineer of this project. This material shall be placed and graded on the surface for the future seeding and landscaping (by others). This item will be measured in the field and paid for by the cubic yard. This item will not be paid for as Embankment. These items will not be paid separately under items in section 202, 210, 603, or 604. Embankment and sub -grade material shall be compacted to 95% of maximum density at +/- 2% optimum moisture. Maximum density shall be determined by ASTM D 698. This will apply under the roadway, curb and gutter, sidewalk, and driveways. Topsoil shall be compacted to 85% of maximum density at/or near optimum moisture. 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. 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, recompacting material to finish grade, and haul and disposal of unsuitable material. Muck -excavation of material from rain or weather damage will not be paid for and is entirely the Contractor's responsibility. This item shall be measured in the field, and will be paid for by the cubic yard. 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 0.1 1. After specified compaction has been obtained, the sub -grade 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 sub -grade after pumping and rebounding shall be ripped, scarified, wetted or dried if necessary, and re -compacted 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 sub -grade shall be proof -rolled again after placement of approved material. This will be paid for at the contract unit price for Muck Excavation. The Contractor shall refer to the plans for re -grading 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 sub -grade 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 O. 203-01 Unclassified Excavation — (CY) 203-02 Embankment — (CIP) — (CY) 203-03 Borrow Suitable Fill —(CY) Technical Specs - 7 Harmony and Ziegler Improvements — Front Range Village Development (2007) Dale: May 14, 2007 203-04 Topsoil —(Stripping, Stockpiling and Placing) — 6" Depth — (CY) 203-05 Import Screened Topoil (6") in Parkway Areas — (CY) 203-06 Median Fill 60/40 Mix 203-07 Median Splashblock/Hardscape Shaping - CIP — (SF) 203-08 Potholing —(LS) 203-09 Flowfill Section Over Shallow Utilities — (LF) 203-10 Muck Excavation (CIP) — (CY) 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 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 Technical Specs - 8 Harmony and Ziegler Improvements — Front Range Village Development (2007) Date: May 14, 2007 REVISION OF SECTION 206 EXCAVATION AND BACKFILL FOR STRUCTURES Section 206 of the Standard Specifications is hereby revised as follows Subsection 206.03 is revised to include the following: Structure Excavation — It is anticipated that unsuitable soils will be encountered for the foundation of the box culvert. The excavation of the unsuitable material has already been accounted for and will be paid for under the Muck Excavation item. 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 methods 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 soil removal, may be required in excavating the last few inches of material to obtain the subgrade of any item of the concrete work. Any over -excavated subgrades that are due to the Contractor's actions, shall be brought back to subgrade elevations by the Contractor and at his expense in the following manner: I . For over -excavations of 2 inches or less, either: Backfill and compact with an approved granular materials; backfill with '/2 inch washed crushed rock; or fill within concrete at the time of the appurtenant structure concrete pour. 2. For over -excavations greater than 2 inches, backfill and compact with 1'/2 inch washed crushed rock. Structural Backfill (On -site Fill) - Backfill, and fill within 2 feet of and adjacent to all structures and for full height of the walls, shall be selected non -swelling material. It shall be granular, well graded, and free from stones larger than 3 inches. Material may bejob excavated, but selectivity will be required as determined by the Engineer. Refer to the Plans for job specific requirements. Stockpiled material, other than topsoil from the excavation shall be used for backfilling unless an impervious structural backfill is specified. The backfill material shall consist of either clean on -site granular materials free of stones larger than 3 inches in diameter with no more than 20% passing the No. 200 sieve, or equivalent imported materials. All backfill around the structures shall be consolidated by mechanical tamping. The material shall be placed in 8-inch loose lifts within range of 2% above to 2% below the optimum moisture content and compacted to 95% of Maximum Standard Proctor Density (ASTM D698) for cohesive soils, or to 70% relative density for pervious material as determined by the relative density of cohesionless soils test, ASTM D4253. Subsection 206.07is revised to include the following: Payment will be made under: Pay Item and Pay Unit The pay unit is denoted by O. 206-01 Structure Excavation — (CY) 206-02 Structure Backfill (On -Site Fill) — (CY) 206-03 Filter Material (1 ''/2" Washed Rock) —(TON) Technical Specs - 9 Harmony and Ziegler Improvements — Front Range Village Development (2007) Date: May 14, 2007 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 Structural Excavation, Backfill, Haul & Leveling, Filter Material installation, and Dewatering, 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 Technical Specs - 10 Harmony and Ziegler Improvements — Front Range Village Development (2007) Date: May 14, 2007 REVISION OF SECTION 208 EROSION CONTROL Section 208 of the Standard Specifications is hereby revised as follows: Subsection 208.05 is revised to include the following: 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. This item will be paid for as a lump sum price to the Contractor. 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 Pav Unit The pay unit is denoted by O. 208-01 Erosion Control — (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 installing and maintaining erosion control, complete -in -place, as specified in these specifications, and as directed by the Engineer. END OF SECTION Technical Specs - 11 SECTION 00100 INSTRUCTIONS TO BIDDERS Harmony and Ziegler Improvements — Front Range Village Development (2007) Date: May 14, 2007 REVISION OF SECTION 210 RESET STRUCTURES Section 210 of the Standard Specifications is hereby revised as follows Subsection 210.10 is revised to include the following: Work contained in this Subsection shall meet the requirements of the current City of Fort Collins and Fort Collins - Loveland Water District Utilities Standard Construction Specifications or other applicable water utility agency standard construction specifications. Copies of the specifications can be obtained at The Fort Collins Loveland Water District at 5150 Snead Dr, Fort Collins Colorado. The Contractor shall cooperate and coordinate with the City Water Utilities Department, Fort Collins -Loveland Water District and South Fort Collins Sanitation District 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 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 within a concrete pavement shall be adjusted prior to pouring the concrete pavement section. 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 Y", (+/-) /a" 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.e. 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 Manhole Ring/Cover— Manholes located within existing asphalt pavement shall be adjusted by removing an area of pavement with a minimum diameter one foot (l') larger than the structure (centered on the structure). This shall be done by cutting vertical edges, adjusting the manhole by grouting concrete rings 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. NOTE. All manholes shall be raised through the top lift When the manhole adjustment is complete, the slope of the 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). Modify Manhole - Manholes located within existing asphalt pavement or sub -grade shall be adjusted by removing an area of pavement or sub -grade with a minimum diameter two foot (2') larger than the structure (centered on the structure). All OSHA shoring is the responsibility of the Contractor. This shall be done by cutting vertical edges in the Technical Specs - 12 Harmony and Ziegler Improvements — Front Range Village Development (2007) Date: May 14, 2007 pavement, if required, and excavating below the ground surface to the required barrel seam needed to start the adjustment. The cone section shall be removed and additional sections added or removed to obtain the plan finished elevation. All manhole sections shall be cleaned and an approved gasket material applied prior to reassembly. This work shall be done in accordance with the City of Fort Collins Standard Construction Specification and/or the South Fort Collins Sanitation District Specifications for Sewer Mains. The excavation shall be backfilled with on -site material and shall be mechanically compacted or Flowable Fill used if directed by the Engineer. This item will be paid under Modify Manhole— (EA). Flowable Fill will be paid under Section 608. Adjust Valve Box — 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 flowfill to the top of sub -grade, 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). Subsection 210.13 is revised to include the following: Payment will be made under: Pay Item and Pav Unit The pay unit is denoted by ( ). 210-01 Adjust Manhole Ring/Cover—(EA) 210-02 Adjust Valve Box — (EA) 210-03 Modify Manhole — (EA) 210-04 Relocate PRV Vault per FCLWD Specs — (EA) 210-05 Relocate Meter Pit — (EA) 210-06 Relocate Fire Hydrant — (EA) 210-07 Relocate CP Test Station — (EA) 210-08 Remove and Relocate Fence —(LF) 210-09 Remove PVC Fence Intact and Deliver to Owner — (LF) 210-10 Remove and Reset Mailbox —(EA) 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 Technical Specs - 13 Harmony and Ziegler Improvements — Front Range Village Development (2007) Date: May 14, 2007 REVISION OF SECTION 304 AGGREGATE BASE COURSE Section 304 of the Standard Specifications is revised as follows Subsection 304.01 is revised to include the following: This work shall consist of placing 6" 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 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. Goad 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 O. 304-01 Aggregate Base Course — (Class 5 or 6) - 4" Depth — (CIP) — (TON) 304-02 Aggregate Base Course — (Class 5 or 6) —10" Depth — (CIP) — (TON) 304-03 Gravel Shoulder —Class 5 or 6 Aggregate Base (6" Depth) —(TON) 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 Technical Specs - 14 Harmony and Ziegler Improvements —Front Range Village Development (2007) Date: May 14, 2007 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: The top 8" 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 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, if reconditioning 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. 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. This item (Reconditioning) will not be necessary or paid for in flyash stabilized areas. 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 Pav Unit The pay unit is denoted by O. 306-01 Reconditioning (8") - (SY) 306-02 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 Technical Specs - 15 Harmony and Ziegler Improvements — Front Range Village Development (2007) Date: May 14, 2007 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 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 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. B. 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. C. 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 materials shall be removed and replaced with acceptable material. The subgrade shall be firm and able to support, without displacement, the construction equipment and the compaction hereinafter specified. Soft or yielding subgrade shall be corrected and made stable by scarifying, Technical Specs - 16 Harmony and Ziegler Improvements — Front Range Village Development (2007) Date: May 14, 2007 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 mixing 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 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. The stabilized section shall be compacted to the extent necessary to provide the density specified below: Technical Specs - 17 Harmony and Ziegler Improvements —Front Range Village Development (2007) Date: May 14, 2007 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, 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 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 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, 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 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 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. METHOD OF MEASUREMENT Fly Ash Subgrade Stabilization will be measured by the square yard to the limits as constructed in the field and be paid Technical Specs - 18 Harmony and Ziegler Improvements — Front Range Village Development (2007) Date: May 14, 2007 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 flv 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 Pav Unit The pay unit is denoted by O. 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 Technical Specs - 19 Harmony and Ziegler Improvements — Front Range Village Development (2007) Date: May 14, 2007 REVISION OF SECTION 401 & 703 PLANT MIX PAVEMENTS — GENERAL & AGGREGATES Section 401 and 703 of the Standard Specifications is hereby revised as follows: Subsection 401.02 is hereby revised to include the following: 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 mixing 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) job 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: TARITF 401-7 Grading Test Procedure Minimum Test Sampling Frequency Result All Gradings I CP L-5109 Method B 80 One per 10, 000 metric tons (10,000 tons) or fraction thereof (minimum) In subsection 401.02, 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 gradings in Tables 703-3A, 703-313, 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 401.02 delete Table 401-1, including the footnotes, and replace with the following: TABLE 401-1Bitumen Content Asphalt Recycling Agent Temperature of Mixture When Discharged from Mixer t0.3% f0.2% t10°C 'Hot Bituminous Pavement - Item 403 Passing the 9.5 mm (3/8,) and larger sieves f6% Passing the the 4.75 mm (No. 4) and 2.36 mm (No. 8) sieves t5% Passing the 600 mm (#30) sieve t4% Passin the 75 mm (#200) sieve f2% '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. Delete Subsection 401.07 and replace with the following: Technical Specs - 20 Harmony and Ziegler Improvements — Front Range Village Development (2007) Date: May 14, 2007 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 Temuerature Limitations in °C Compacted Layer Minimum Surface and Air Thickness in Temperature °C ff) min (inches) Top Layers Below Layer Top Layer <38 (1'/z) 15 (60) 10 (50) 38 (1%) - 45 (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, 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 minimum thickness of the temporary hot bituminous pavement layer shall be 50 mm (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 m (7000 feet) October 1 to March 1 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 Technical Specs - 21 A€s'm in iti(4;i.(.iv S4ruS�.'.s'' _S. f..i1ig _ jv4 ,R m ADDENDUM No. 2 i c►f Fort= SPECIFICATIONS AND CONTRACT DOCUMENTS Description of Bid: 6055 Harmony and Ziegler Road Improvements Front Range Village Development OPENING DATE: 3:00 P.M. (Our Clock) June 12, 2007 To all prospective bidders under the specifications and contract documents described above, the following changes are hereby made. I. The Asphalt Design will not be available before the Bid Opening on June 12, 2007. The City will adjust the asphalt quantities to reflect the final pavement design after the Bid is awarded. The asphalt mix designs listed on the attached Bid Tab will remain unchanged in the Final Pavement Design, only the thickness/tonnage will be adjusted. The unit prices of the awarded contract will not be adjusted for the changes in asphalt thickness/tonnage. Il. Asphalt prices will be adjusted for 2008 prices in January of 2008. The City of Fort Collins - Purchasing Department will require a statement that indicates the change of oil price as justification for the unit price changes. The adjustment will be made as a percentage increase applied to all Asphalt Line Items. The oil price information will only be disclosed to the purchasing department and will be confidential. III. Mix Design Change: The mix design on Item 403-04 - Asphalt Leveling Course % Grading S - 100 — (PG 64-28) is changed to Asphalt Leveling Course % Grading S-100 — (PG 64-22). IV. Mix Design Change: The mix design on Item 403-05 - Asphalt Hand Patching — Grading S — 100 — (3") — (PG 64-28) is changed to Asphalt Hand Patching — Grading S — 100 — (3") — (PG 64-22). V. Mulching will be measured and paid by the Square Foot (SF) VI. Traffic Control Inspections will be required once daily anytime traffic control devices are setup on the jobsite, whether work is occurring or shut down for the winter. Furthermore, a full time Traffic Control Supervisor (TCS) will be required anytime construction activities are occurring, including all winter work. As stated in the contract and pre -bid, the City will not allow long term closures on the project when no work is occurring (some devices may still be necessary to protect drop-offs and holes). VII. Traffic Control Specialty Signs need to use 4" Lettering. Vill. Bid Tab clarifications: Addendum #2 includes a revised Bid Tab that reflects the Bid Item changes. Please contact John D. Stephen, CPPO, CPPB, Senior Buyer at (970) 221-6777 with any questions regarding this addendum. RECEIPT OF THIS ADDENDUM MUST BE ACKNOWLEDGED BY A WRITTEN STATEMENT ENCLOSED WITH THE BID/QUOTE STATING THAT THIS ADDENDUM HAS BEEN RECEIVED. 215 North Mason Street • 244 Floor - P.O. Box 580 - Fort Collins, CO 80522-0580 • (970) 221-6775 • Fax (970) 221-6707 www.fceov.com SECTION 00100 INSTRUCTIONS TO BIDDERS 1.0 DEFINED TERMS Terms used in these Instructions to Bidders which are defined in the Standard General Conditions of the Construction Contract (No. 1910-8, 1990 ed.) have the meanings assigned to them in the General Conditions. The term "Bidder" means one who submits a Bid to OWNER, as distinct from a sub -bidder, who submits a Bid to Bidder. The terms "Successful Bidder" means the lowest, qualified, responsible and responsive Bidder to whom OWNER (on basis of OWNER's evaluation as hereinafter provided) makes an award. The term "Bidding Documents" includes the Advertisement or Invitation to Bid, Instructions to Bidders, the Bid Form, and the proposed Contract Documents (including all Addenda issued prior to receipt of Bids). 2.0 COPIES OF BIDDING DOCUMENTS 2.1. Complete sets of Bidding Documents may be obtained as stated in the Invitation to Bid. No partial sets will be issued. The Bidding Documents may be examined at the locations identified in the Invitation to Bid. 2.2. Complete sets of Bidding Documents shall be used in preparing Bids; neither OWNER nor Engineer assumes any responsibility for errors or misinterpretations resulting from the use of incomplete sets of Bidding Documents. 2.3. The submitted Bid proposal shall include Sections 00300, 00410, 00420, and 00430 fully executed. 2.4. OWNER and Engineer, in making copies of Bidding Documents available on the above terms, do so only for the purpose of obtaining Bids on the Work and do not confer a license or grant for any other use. 3.0 QUALIFICATION OF BIDDERS 3.1 To demonstrate qualifications to perform the Work, each Bidder must submit at the time of the Bid opening, a written statement of qualifications including financial data, a summary of previous experience, previous commitments and evidence of authority to conduct business in the jurisdiction where the Project is located. Each Bid must contain evidence of Bidder's qualification to do business in the state where the Project is located or covenant to obtain such qualification prior to award of the contract. The Statement of Qualifications shall be prepared on the form provided in Section 00420. 3.2. In accordance with Section 8-160 of the Code of the City of Fort Collins in determining whether a bidder is responsible, the following 12/03 Section 00100 Page 1 Harmony and Ziegler Improvements — Front Range Village Development (2007) Date: May 14, 2007 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: 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% minimum 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 110°C (230 °F), 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. Technical Specs - 22 Harmony and Ziegler Improvements — Front Range Village Development (2007) Date: May 14, 2007 In subsection 703.04 delete Table 703-3 and replace with Tables 703-3A, B, and C as follows: TABLE 703-3A Master Range Table for Hot Bituminous Pavement (Grading S) Sieve Size Percent by Weight Passing Square Mesh Sieves Restricted Zone Boundary (Guideline) Minimum Maximum 37.5 mm (1'/2") 25.0 mm (1") 100 19.0MM('/") 90-100 12.5 mm ('h") 9.5 mm (3/8^) 4.75 mm (#4) 2.36 mm (#8) 23 - 49 34.6 34.6 1.18 mm (#16) 22.3 28.3 600 mm (#30) * 16.7 20.7 300 mm (#50) 13.7 13.7 150 mm (#100) 75 mm (#200) 2-8 * These additional Form 43 Specification Screens will initially be established using values from the As Used Gradation shown on the Desi gin Mix. Technical Specs - 23 Harmony and Ziegler improvements —Front Range Village Development (2007) Date: May 14, 2007 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 mm (P/z") 25.0 mm (1 ") 19.0 mm (3/") 100 12.5 mm ('/z ') 90 - 100 9.5 mm (/8•) 4.75 mm (#4) 2.36 mm (#8) 28 - 58 39.1 39.1 1.18 mm (#16) 25.6 31.6 600 mm (#30) * 19.1 23.1 300 mm (#50) 15.5 15.5 150 mm (#100) 75 mm (#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. Technical Specs - 24 Harmony and Ziegler Improvements — Front Range Village Development (2007) Date: May 14, 2007 TABLE 703-3C Master Range Table for Hot Bituminous Pavement (Grading SG) Sieve Size Percent by Weight Passing Square Mesh Sieves Restricted Zone Boundary (Guideline) Minimum Maximum 37.5 mm (P/2") 100 25.0 mm (1 ") 90 - 100 19.0 mm (3/") 12.5 mm ('/2") 9.5 mm (3l8•) 4.75 mm (#4) * 39.5 39.5 2.36 mm (#8) 19 - 45 26.8 30.8 1.18 mm (#16) 18.1 24.1 600 mm (#30) * 13.6 17.6 300 mm (#50) 11.4 11.4 150 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 Technical Specs - 25 Harmony and Ziegler improvements — Front Range Village Development (2007) Date: May 14, 2007 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: 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 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 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 minimum 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 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 Contractor's Progress Schedule shall show the methods to be used to comply with this requirement. Technical Specs - 26 Harmony and Ziegler Improvements — Front Range Village Development (2007) Date: May 14, 2007 Vertical drop offs will not be allowed at the end of any days paving Paper ioints will be required to a taper equaling 3 times the amount of drop. Paving joints shall be at the lane lines or in the center of the lane. In no case shall the Paving ioints be in the wheel path. The contractor shall submit a longitudinal joint and pavement marking plan 3 PAVEMENT SECTION: NOTE: All Contract Quantites are Based Grading 5-100 (PG 64-28) on a Preliminary Pavement Design Grading SG-100 (PG58-28) by Terracon. The City is currently Aggregate Base Coarse performing a final pavement design Flyash Treated Subgrade for Harmony and Ziegler. The Quantites 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 Grading SX NIA this Project Air Voids, percent at: I N (initial) CPL 5115 > 11.0 > 11.0 > I I.0 *(design) 3.0-5.0 3.0-5.0 3.0-5.0 * (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, minimum (a) CPL 5106 42 42 (a) (for information Aggregate Retained on the 4.75 mm (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 PG 64-28 PG 58-28 PG 64-28 Top Layer Grade of Asphalt Cement Layers PG 64-28 PG 58-28 PG 64-22 Below To Voids in the Mineral Aggregate CP 48 14.0 12.0 (a) VMA) % minimum (a) Voids Filled with Asphalt (VFA) % Al MS-2 65 - 75 65 - 75 (a) (a) (a) Current CDOT Design Criteria (b) Residential 50, Collector 75, Arterial 100 Technical Specs - 27 Harmony and Ziegler Improvements — Front Range Village Development (2007) Date: May 14, 2007 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 mm (No. 4) sieve shall be approached with caution because of constructabitity 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-1h. 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 S and 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 Yz) inch. HBP Grading SG shall be placed in equal lifts not exceeding four (4) inches and the minimum 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: Anv 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 O. 403-01 Hot Bituminous Pavement — Grading S — 100 — (2" Depth) — (PG 64-28) — (TON) 403-02 Hot Bituminous Pavement — Grading S — 100 — (2.5" Depth) — (PG 64-22) — (TON) 403-03 Hot Bituminous Pavement — Grading SG — 100 — (4" Depth) — (PG 58-28) — (TON) 403-04 Asphalt Leveling Course '/< Grading S - 100 — (PG 64-28) — (TON) 403-05 Asphalt Hand Patching — Grading S — 100 — (3") — (PG 64-28) — (TON) Technical Specs - 28 Harmony and Ziegler Improvements— Front Range Village Development (2007) Date: May 14, 2007 403-06 Asphalt Hand Patching — Grading SG -100 (7" Depth) — (PG 58-28) —(TON) 403-07 WestBound Harmony Detour Paving - 200'x60'x5" (2" PG 64-28 on 3" 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 Technical Specs - 29 Harmony and Ziegler Improvements — Front Range Village Development (2007) Date: May 14, 2007 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 601.02 and 601.03. Class "P" concrete shall have a minimum 28-day field compressive strength of 4200 psi. The Contractor shall submit a concrete mix 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 mix design for High Early Concrete. This mix shall have a minimum 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 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.m. and 6:00 a.m. 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: Technical Specs - 30 Harmony and Ziegler Improvements — Front Range Village Development (2007) Date: May 14, 2007 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 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 around, 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, just prior to sealing. After sandblasting, the joint shall be cleaned using compressed air with a minimum 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 Brickform 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 Contractor's costs. The price bid shall include: saw cutting, furnishing and installing dowel bars and keyways as required; supplying, forming, placing, finishing, and edging the concrete surface; curing/sealing materials; joint materials/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 Pav Unit The pay unit is denoted by ( ) 412-01 Concrete Pavement (10") — (SY) 412-02 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, 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 Technical Specs - 31 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. 12/03 Section 00100 Page 2 Harmony and Ziegler Improvements — Front Range Village Development (2007) Date: May 14, 2007 REVISION OF SECTION 506 RIPRAP 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 riprap sections with riprap, Type II 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 riprap shall be approved by the Engineer. Exposed riprap shall be gray to blue gray in color or as approved by the Engineer. Rock used for riprap 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 riprap 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 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 riprap 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 sub -grade material prior to riprap installation at all locations of riprap 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 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 minimize 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 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 price per EA. The unit price bid shall include all costs associated with installation of the bedding material, riprap and topsoil including excavating for the placement of these materials, all materials, delivery, stockpiling and handling of the riprap. Subsection 506.05 is revised to include the following: Technical Specs - 32 Harmony and Ziegler Improvements — Front Range Village Development (2007) Date: May 14, 2007 Payment will be made under: Pay Item and Pay Unit The pay unit is denoted by (). 506-01 D-50 Buried Rip -Rap, 6" Topsoil (CIP Per Detail) — (EA) 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 riprap, bedding and topsoil, complete -in - place, including haul and stockpile of materials, handling of the riprap 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 Technical Specs - 33 Harmony and Ziegler Improvements — Front Range Village Development (2007) Date: May 14, 2007 REVISION OF SECTION 601 STRUCTURAL CONCRETE Section 601 of the Standard Specifications is hereby revised as follows: Subsection 601.01 is revised to include the following: This work shall consist of the construction of a double barrel cast -in -place box culvert, wing walls, parapet walls, railings and necessary conduits in accordance with the plans, specifications, and the Larimer County Urban Area Street Standards (Refer to detail drawing 11-01F). 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 Larimer County Urban Area Street Standards. Mix Design: 1. Compressive Strength: 4000 psi at 28 days a. Minimum number of cylinders passing above requirement shall be 90%. b. Minimum strength of cylinder acceptable, 3800 psi. 2. Cement Content: 6 bags per cubic yard minimum 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 '/2% 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 (Gary Weeks with Weeks and Associates). 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 O. 601-01 Concrete Retaining Wall with Footer and 6' Attached Block Wall — (EA) 601-02 Concrete Wall Extension with Guardrail —(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 a cast in place box culvert, as shown on the plans, as specified in these specifications, and as directed by the Engineer. END OF SECTION Technical Specs - 34 Harmony and Ziegler Improvements — Front Range Village Development (2007) Date: May 14, 2007 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: 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 O. 603-01 18" RCP Class III — (LF) 603-02 24" RCP Class III — (LF) 603-03 19"00" HERCP Class III— (LF) 603-04 34"x53" HERCP Class III — (LF) 603-05 8" HDPE Pipe — (LF) 603-06 18" RCP Class III FES — (EA) 603-07 19"00" HERCP Class III FES — (EA) 603-08 Concrete Encasement — (LF) 603-09 18" RCP Thru Retaining Wall — (EA) 603-10 Tie 34"x53" HERCP to Existing Concrete irrigation Ditch — CHI — (EA) 603-11 Tie to Existing Manhole — (EA) 603-12 4" Median Underdrain Pipe — (Perforated) - (LF) 603-13 4" Median Underdrain Pipe — (Solid) - (LF) 603-14 4" Median Underdrain clean -out— (EA) 603-15 4" Median Underdrain/Storm Sewer Tie-in (Core Drill and Connect with Non -shrink Grout) — (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 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 Technical Specs - 35 Harmony and Ziegler Improvements — Front Range Village Development (2007) Date: May 14, 2007 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 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 Pav Unit The pay unit is denoted by O. 604-01 5' Type R-Inlet — (EA) 604-02 10' Type R Inlet — (EA) 604-03 15' Type R Inlet — (EA) 604-04 18" Area Inlet— (EA) 604-05 Inlet Type "C" — (EA) 604-06 8" HDPE Area inlet and Tie in (Core Drill and Connect with Non -shrink Grout) — (EA) 604-07 Double Type 13Inlet —(EA) 604-08 24" Headwall — CIP — (EA) 604-09 Tie 18" RCP to Existing Storm Sewer with Concrete Collar — (EA) 604-10 4'Diameter Sewer Manhole —(EA) 604-11 4" PVC Conduit Sleeving for Median 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 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 Technical Specs - 36 Harmony and Ziegler Improvements — Front Range Village Development (2007) Date: May 14, 2007 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 Contractor's responsibility to adequately protect their work from damage by weather (including cold, heat, rain, 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: Technical Specs - 37 Harmony and Ziegler Improvements — Front Range Village Development (2007) Date: May 14, 2007 Pay Item and Pay Unit The pay unit is denoted by O. 608-01 Concrete Sidewalk (6") — (SF) 608-02 Concrete Pedestrian Access Ramps with Truncated Domes (8") — (SF) 608-03 Pedestrian Refuge Island Ramp with Truncated Domes (8") — (SF) 608-04 Sidewalk Chase — per Detail — (EA) 608-05 Concrete Drive Approach w/ Aprons (8") — (SF) 608-06 Concrete Driveway Approach (6") — (SF) 608-07 Exposed Aggregate Median Cover — San Diego Buff (4") — (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 constructing concrete sidewalks, miscellaneous flatwork, access ramps, drive approaches, and driveways, complete -in -place, including haul, concrete materials, finishing the surface, saw cutting joints, curing, placing dowels, and sealing joints 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 Technical Specs - 38 Harmony and Ziegler Improvements — Front Range Village Development (2007) Date: May 14, 2007 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: This work shall consist of the construction of cast in place vertical 6" curb and gutter, 6" outfall curb and gutter (1-ft 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. /t is the Contractor's responsibility to adequately protect their Work from damaee 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 price per linear foot Payment will be made under: Pay Item and Pay Unit The pay unit is denoted by O. 609-01 Vertical Curb & Gutter (30") - (LF) 609-02 Outfall Curb & Gutter (18") - (LF) 609-03 Combination Vertical Curb with attached 6' Wide Bike Lane/Gutter— (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 Technical Specs - 39 Harmony and Ziegler Improvements — Front Range Village Development (2007) Date: May 14, 2007 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: FCLWD WATER LINES ITEMS This work shall include installing ductile iron pipe (DIP), gate valves, tees, bends, tapping saddles, plugs, reaction blocks 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 Fort Collins -Loveland Water District Standards. It shall be the Contractors responsibility to purchase and familiarize themselves with these specifications; they can be obtained at 5150 Snead Drive Fort Collins, Colorado. All work associated with installing the water lines 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 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 lines. Subsection 619.06 is revised to include the following: The contractor will be required to install the irrigation tap and meter pit to Fort Collins Loveland Water District the installation of the backflow preventer and access steel cage to City of Fort Collins Irrigation Specifications. Parks and recreation will have to finial inspection will have to be coordinated by the contractor. Subsection 619.05 is revised as follows: Payment will be made under: Pay Item and Pay Unit The pay unit is denoted by O. 619-01 '/<" Irrigation Service & Meter Pit/Copper-Corp-Curb Stop per COFC Spec including Backflow Preventer/Pressure Reducer Assembly/Metal Screen Cover — (EA) 619-02 Fire Hydrant Assembly (6", tap valve, pipe, hydrant) per COFC Spec — (EA) 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 ductile iron water pipe and valves, connecting to existing water lines according to the Fort Collins -Loveland 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 Technical Specs - 40 Harmony and Ziegler Improvements - Front Range Village Development (2007) Date: May 14, 2007 REVISION OF SECTION 630 TRAFFIC CONTROL DEVICES Section 630 of the Standard Specifications is hereby revised as follows Subsection 630.01 shall be revised as follows: This work shall consist of furnishing, installing, moving, maintaining and removing temporary traffic signs, advance warning arrows panels, barricades, channeling devices, and delineators as required by the latest revision of the "Manual on Uniform Traffic Control Devices for Streets and Highways" (MUTCD), the City of Fort Collins' "Work Area Traffic Control Handbook", June 1989 with Revisions dated May 29, 1991, and the City of Fort Collins' "Design Criteria and Standards for Streets, Subsection 1.4, "Barricades, Warning Signs, Signal Lights", July, 1986. This work includes use of the above devices to channelize or direct traffic away from the work zone, but does not include work zone protection. It is the Contractor's responsibility to protect his work zone and to protect Pedestrians and Bicyclists from potential hazards arising from his work until such time as the work has been completed and can be opened to traffic. Traffic Control Devices shall be measured and paid for under this section based upon a lump sum pay item. In the event of a conflict between the MUTCD criteria and the City's criteria, the City's criteria shall govern. Traffic control devices shall be placed and/or stored in the City right-of-way in such a manner that minimizes the hazards to pedestrians, bicyclists and vehicles. Proper placement and storage of traffic control devices will be subject to the Engineer's discretion. Traffic control devices shall be removed from the site immediately upon completion of the Work, but not before the concrete has cured sufficiently to allow vehicular traffic to use it. Message Boards - Will be placed to the plan designed by the City of Fort Collins. This item will be paid for per day (Day). Traffic Control - The scope for the traffic control has been described under Section 01580 Traffic Regulation. This item will be paid for as a lump sum (LS). Subsection 630.02 shall include the following: All traffic control devices placed for this project must meet or exceed the minimum standards set forth in the MUTCD. All traffic control devices shall be clean and in good operating condition when delivered and shall be maintained in that manner on a daily basis. All traffic control devices shall be clearly marked and free of crossed out information or any other form of defacement that detracts from the purpose for which they are intended (i.e. crossed out information, information written in long -hand style, etc.) Additionally, any sign blank with sign faces on both sides must have the back sign face covered when in use to avoid confusion to motorists traveling in the opposite direction and other potentially affected parties, such as residents affected by any information the sign may present. Subsection 630.05, the second paragraph shall include the following: The reflective material shall be AP 1000 Polyester (Reflexite Corporation), 3M Type III or Transparent (Reflexite Corporation). Vinyl material is not acceptable unless its brightness is equivalent to or greater than the types named as approved by the Engineer. Subsection 630.08 shall be revised as follows: Technical Specs - 41 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. 12/03 Section 00100 Page 3 Harmony and Ziegler Improvements — Front Range Village Development (2007) Date: May 14, 2007 Tra is control on this project is the responsibility of the Contractor. For this project, a Traffic Control Plan shall be prepared. The Traffic Control Plan shall be submitted for approval to the Traffic Division by 12:00 noon, two working days prior to the commencement of work. (Note: Traffic Control Plans for work done on Monday and Tuesday shall be submitted the previous Friday by 9:00 a.m.). Facsimiles of plans shall not be allowed. No phase of the construction shall start until the Traffic Control Plan has been approved. Failure to have an approved Traffic Control Plan shall constitute cause for the City to stop work, as well as the Contractor's forfeiture of payment for all work and materials at that location, with no adjustment in the contract time. The Traffic Control Plan shall include, as a minimum, the following: (1) A detailed diagram which shows the location of all sign placements, including advance construction signs (if not previously approved), fines doubled for speeding signs and speed limit signs; method, length and time duration for lane closures, and location of flag persons. (2) A tabulation of all traffic control devices shown on the detailed diagram including, but not limited to: construction signs; vertical panel; vertical panel with light; Type I, Type II, and Type III barricades; cones: drum channeling devices; advance warning flashing or sequencing arrow panel. Certain traffic control devices may be used for more than one operation or phase. However, all devices required for any particular phase must be detailed and tabulated for each phase. (3) Number of flaggers to be used. (4) Parking Restrictions to be in affect. Approval of the proposed method of handling traffic is intended to indicate minimum devices needed to control traffic. Such approval does not relieve the Contractor of liability specifically assigned to him under this contract. Parking Restrictions shall be clearly shown on the Traffic Control Plan, including the location and quantity of "NO PARKING" signs, the date to be placed, and the date to be removed. Failure to have an approved Traffic Control Plan, including the Parking Restriction information listed above shall constitute cause for the City to stop work, as well as the Contractor's forfeiture of payment for all work and materials at that location, with no adjustment in the contract time. Subsection 630.09 shall be revised as follows: Traffic Control Management shall be performed by a Traffic Control Supervisor (TCS). The TCS(s) shall possess a valid Driver's License, a current American Traffic Safety Services Association (ATSSA) certification as a Worksite Traffic Control Supervisor or Colorado Contractor's Association (CCA) certification as a Traffic Control Supervisor. (Proof of certification shall be presented to the City Traffic Control Manager, and when requested by a City representative, for each TCS utilized on this project.) This Project will require a full-time Traffic Control Supervisor (TCS). The TCS shall have a minimum of one-year experience as a certified TCS. The TCS shall be on site at all times during the construction. Qualifications shall be submitted to the Engineer for approval a minimum of one week prior to commencement of the work. Technical Specs - 42 Harmony and Ziegler Improvements — Front Range Village Development (2007) Date: May 14, 2007 The TCS shall be equipped with a cellular phone. The cost of this phone shall be incidental to the work. The TCS cellular phone number will be made available to the Engineer, Inspector, and the General Contractor It is the intent of the specifications that the TCS be the same person throughout the project. If the TCS is to be replaced during the project, the Engineer shall be given a minimum of one (1) weeks notice and qualifications shall be submitted for approval of the TCS replacement. Payment for the TCS shall be included in the lump sum pay item. The TLS's duties shall include, but not be limited to: (1) Preparing, revising and submitting Traffic Control Plans as required. (2) Direct supervision of project flaggers. (3) Coordinating all traffic control related operations, including those of the Subcontractors, City Streets Department, and suppliers. (4) Coordinating project activities with appropriate police and fire control agencies, Transfort, school districts and other affected agencies and parties prior to construction. (5) Maintainina a project traffic control dian, which shall become Part of the Citv's project records (6) Inspecting traffic control devices on every calendar day for the duration of the project. (7) Insuring that traffic control devices are functioning as required. (9) Overseeing all requirements covered by the plans and specifications, which contribute to the convenience, safety and orderly movement of traffic. (9) Flagging. (10) Setting up and maintaining traffic control devices. (11) Attending weekly progress meetings as requested by the Engineer and/or Contractor. (12) Shall perform a minimum of Five (5) complete site checks per day, during day light hours, including weekends and/or as requested by the City of Fort Collins representatives. Traffic control management shall be maintained on a 24-hour per day basis. The Contractor shall make arrangements so that the Traffic Control Supervisor or their approved representative will be available on every working day, "on call" at all times and available upon the Engineer's request at other than normal working hours. All traffic control devices shall be placed under the supervision of a Traffic Control Supervisor. The Traffic Control Supervisor shall have up to date copies of the City of Fort Collins' "Work Area Traffic Control Handbook", and Part VI of the MUTCD, pertaining to traffic controls for street and highway construction, available at all times. Subsection 630.13 shall be revised as follows: The Contractor shall supply and pay all costs associated with the traffic control for this project. Traffic Control devices as per the provided traffic control plans are minimum requirements, additional devices, signage may be Technical Specs - 43 Harmony and Ziegler Improvements — Front Range Village Development (2007) Date. May 14, 2007 required after initial set-up is completed This applies to all phases of this project. The accepted quantities will be paid for at the contract unit price for each of the pay items listed below: Payment will be made under: Pay Item and Pay Unit The pay unit is denoted by O. 630-01 Specialty Signs 3" Letters on 48" x 48" — (EA) 630-02 Message Boards (4 Boards for a total of 6 Days) — (Day) 630-03 TypeIIIBarricades— (Section) 630-04 Traffic Control —(LS) Flaggers and all incidental equipment will not be measured and paid for separately, but shall be included in the Work. The flaggers shall be provided with electronic communication devices when required. These devices will not be measured and paid for separately, but shall be included in the Work. The cost of batteries, electricity and/or fuel for all lighting or warning devices shall not be paid for separately but shall be considered subsidiary to the item and shall be included in the Work. Sandbags will not be measured and paid for separately, but shall be included in the Work. The Contractor may provide larger construction traffic signs than those typically used in accordance with the NWTCD, if approved; however, no additional payment will be made for the larger signs. The City shall not be responsible for any losses or damage due to theft or vandalism. SPECIAL CONDITIONS FOR WORK ON ARTERIALS AND COLLECTORS NOTE: Cross street traffic shall be maintained at all times unless authorized by the Engineer in writing. NOTE: Full closures on arterials and collectors, including those listed above, will be allowed under extreme circumstances and only upon approval by the Engineer and City Traffic Division. Plans shall be approved a minimum of one week prior to the commencement of work and/or the time required to adequately notify the public through the media. NOTE: The General Specifications provides additional details on allowed closures along Harmony Road and Ziegler Road. SPECIAL CONDITIONS FOR WORK ON RESIDENTIAL STREETS NOTE: Full closures on all residential streets shall be allowed as shown on the traffic control plans only if approved by the City Traffic Division. END OF SECTION Technical Specs - 44 APPENDIX "A" Break -Down of Bid Items by Location -Use Supplied Bid Tab for Final Estlmata- tie ter Rced Harmon Roatl Item# Item Description Quantity Unit I Quantity Una Roadway Improvements, 201-01 Clear and Grubbing 1 LS 1 0.3 LS 0.7 LS 202=01 Remove Curb and Gutter 3555 LF 2925 LF 630 LF 202-02 Remove Skewalk 14297 SF 9633 SF 4664 SF 202-03 Remove Asphalt - Full Depth 4"-8" 17320 SY 3320 SY 14000 BY 202-04 Profile Milling 3320 BY 3320 SY „ SY 202-05 Remove Tree - 48", Diameter 4 EA 4 EA EA 202-06 Remove Tree24"Diameter 1 EA 1 EA ._^ EA 202-07 Remove Pie 400 LF to L k10 f `. 202-08 Remove Inlet 2 EA , 2 EA E �. 202-M Remove Existing FES 5 EA 4 SA_, `•, 1 I=A 202-10 Remove Concrete Channel 320 LF LF`.. 320 LF. 202-11 IRemove Leech Field and Sceptic Tank 1 L� 1 11S_ _', LE 202-12 Remove Area Inlet 1EA, i EA .3 -' EA rt 202-13 Remove Irrigation Structure A EA :-- 1 EA 202-14 Remove Existing Hydrant per FCLWD 3ipeca 1 EA Fq, t EA 202-15 Remove Heatlwall 2 EA. ' EA' 2 EA 202-16 Remove Gate _3 EA^ •, EA 5 EA 202-17 Remove Retainin Wall `.2 EA, 2EA FA 203-01 Unclassified Excavation W83 C 1 1083 CY CY 203-02 Embankment -CIP 1272b CY 49M CY 7770 CY 203-03 Borrow Suitable Fill 11637 CY 3867 CY 7770 CY 203=04 _ Topsail (Striping, Stockpiling, and Placing) 6696 CY 3211 CY 3485 CY 203-05 Import Screened Topsoil 6' in Parkway Areas 65] CY 657 CY CY 203-M Median FIII - 60/40 Mix 2903 CY 363 CY 2540 CY 203=07 S Iashblock/HaMaca a Sha i - CIP 30513 SF 9800 SF 20713 SF 203-08 Flowfal Over Shallow Utildas 407 CY 101 CY 306 CY 20bW Muck Excavation -CIP 200 CY 50 CY 150 CY 206-01 Structure Excavation 267 CY 267 CY CY 206-02 Structure Back(II On -Site Material 267 CY 267 CY CY 20603 Fitter Material - 1 112" Washed Rock 65 TON 65 TON TON 208-01 Erosion Control i LS 1 0.5 LS 0.5 LS 210-01 Aduat Manhole Ring/Cove, 15 EA 9 EA 6 EA 21P02 Adjust Valve Box 10 EA 4 EA 6 EA APPENDIX "A" Break -Down of Bid Items by Location -Use Supplied Bid Tab for Final Estimate- 210.03 Modify Menthols 4 EA 4 EA EA 21( ON Relocate PRV Vent per FCLWD Specs 1 EA EA 1 EA 21005 Relocate Meter Pit 4 EA 1 EA 3 EA 21G06 Relocate Fire Hydrant 1 EA EA 1 EA 210-07 Fall CP Test Station 7 EA 3 EA 4 EA 210-08 Remove and Relocate Fence 820 LF 820 LF LF 21G09 Remove PVC Fence Intact and Deliver to Owner 200 LF 200 LF ILF 210-10 Remove and Reset Mailbox 6 EA 4 EA 2 EA 304=01 Agg Base Course- Class 5 or 6 - 4" Depth - CIP 1675 TON 108 TON 1567 TON 304-02 Agg Base Course - Class 5 or 6 - 10" Depth - CIP 17965 TON n40 TON 14025 TON 304-03 Gravel Shoulder- Class 5 or 6 Aggaegate base IS" Depth) 275 TON TON i. 275 TON 304-N Road Base for Drive.. y Tie-irw 120 TON 120 TON TON 30601 Recondttioni 8" 31400ISY 500 SY 30900 SY 306-02 Sidewalk Preparation 3297 SY 3113 BY 184 SY 307-Ot FI -Ash - 12 Depth - 12% 8860 SY 885C SY SY 403-01 Hot Bituminous Pavement - Grading S - 100- IV Depth) -(PG 64-28 2033 TON 2'933 TON TON 403-02 Hot Bituminous Pavement- Grath S - 100- (2 5" Depth) -(PG 64-22 2467 TON `. TON 2467 TON 403-03 Hot Bituminous Pavement - Grath SG - 100- 4' Depth) -(PG 5848 1 5440 TON ,1443 TON _ 3947 TON 403iNl Ashalt Levelin Course ''% Grading S-100-PG 54.78 230°TON �, 525 TON 1780 TON 403-05 Asphalt Hand Patching - Grading S - 100 3' 64-28 483 TON .. 133 TON 330 TON 403=06 As halt Hand Pafchln -'Gradirq SG - 100 - O' Deptl L2l358- a) N 5'"ON 289 TON 766 TON !.1-3 _I, WestBwnd Harmony Detour Pavein9 - 200'X60'XS" ([" PG 80 28 on V PG 59. 28 720 TCfw TON 577 TON 412-01 Concrete Pavemepl -'r0' .84�5 9Y 500 BY 7925 BY 412-02 Enhanced Concrete Crosswalk -10 -Tile Rdd wW.Stam ed Bordeu ', '547SY SY 547 SY 506-01 0-50 Buried Rip -Rap, 8' To sml CIP.Per, Deta1) '', 4 EAR 2 EA 2 EA 601-01 Concrete Retaining Wall w11h Footel, and G Atbich d' Block Wait 150 LF 150 LF LF 601-02 Concrete Wall Extension J4ih Guardrail 1 LS LS 1 LS 603-01 18' RCP Class III 1128 LF 264 LF SIA LF 603-02 24" RCP Class III 14 LF 14 LF LF 603-03 1B"x30" HERCP Class III 236 LF 236 LF LF 603-04 34'x53 HERCP Class III 323 LF LF 323 LF 603-05 8" HOPE Pie 10 LF LF 10 LF 5031)6 18 RCP Class III FES 8 EA 5 EA 3 EA 503 07 19'xn' HERCP Class III FES 1 EA 1 EA EA APPENDIX "A" Break -Down of Bid Items by Location -Use Supplied Bid Tab for Final Estimata- 603-08 Concrete Encasement 12C LF LF 120 LF 603-09 18" RCP thru Retaining Well 1 EA 1 EA EA 603-10 Tie 34"x53' HERCP to Existing Concrete Irrigation Ditch - CIP 2 EA EA 2 EA 603-11 Tie to Existing MH 3 EA 1 EA 2 EA 60312 4" Median Underdrein Pie Perforated 3640 LF 705 LF 2935 LF 603-13 4" Median Underlain Pie Solid 910 LF 190 LF I 720 LF 603-14 4" Median Underdrein Clean Out 24 EA 1 5 EA 19 EA 60}i5 4' Median Un erdmin/Storm SewerTie-in )Core Drip and Connect with Non shrink Grout 5 EA 2 EA 3 EA 604=01 5' Type R Inlet 3 EA 2 EA 1 EA 604 02 10Type R Inlet 1 EA 1 EA EA 604-03 15' Type R Inlet 2 EA 1 EA / EA 604-04 18' Area Inlet 1 EA 1 EA EA 604-05 Inlet Type "C" 3 EA EA 3 EA 604-06 B- HOPE Area inlet and Tie In Core Drill and Conned with Non- shrink Grout 2 EA 2 EA t EA 604-07 Double Type 131nlet 1 EA I 1 A EA 604-0 24"Headwall-CIP 1 EA ;1 EA EA 604-M Tie 18" RCP to Existing Storm Sewer with Concrete Collar 1 EA '.,1 E:A EA 604.10 4' Diameter Sewer Manhole `. 1 EA / EA`., �� _ t. EA 604-11 d" PVC Conduct SI..ymu for Median Irriltabon ` Q 00 LF� - 0 LF ' .., \ 400 LF 608-01 Concrete Sidewalk -6" ^', g7350 $F - 769t105F 4505F 608-02 Concrete Pedestrian Access Ramps With Truncated Domes IS') Pedestrian Refuge Island Ramp with Tiuncffifd Domes IG-) ' j320 SF. 1290 SF 608-03 1369 EV _12—C j00 SF 1080 SF 608-04 Sidewalk Chase- pet Debut 3 EA, 3 EA EA 608-05 Concrete Drive A roach w/A rCms 8" _, 6025 SF 8025 SF SF 608.06 Concrete Drive A roach 6 1608 SF „ 1608 SF SF 606-07 Ex sect Aggregate Median Cover Son erego Buff 25743 IS 5040 SF 1 20713 SF 609-01 Vertical Curb and Gutter - 30' 6055 LF 2435 LF 3620 LF 609-02 Vertical Curb and Golder- 18' Outfall 10875 LF 2940 LF 7935 LF 609-03 Combination Vertical Curb with 6' Bike Lane/Golfer 600 LF 500 LF LF 619-01 lincluding nugatbn Service a Meter i opper- orp- urb Stop per COFC Spam Backibw, Preventer/Pressure Reducer Assembly/Metal Susan Cover 3 EA 1 EA 2 EA 619-02 Fire Hydrant Asseput 6-, tap valve, pipe, hydrant) per COFC Spec 1 EA EA I TA Lrund"apind Quapfttleo - 2000.01 D -Lend Seedin 7 AC I I 3 AC I 4 AC APPENDIX "A" Break -Down of Bid Items by Location -Use Supplied Bid Tab for Final Estimate- 2000-02 MSE Black Retaining Well - 12" to 24" Tall 290 LF LF 290 LF 20N-03 Median Imitation System for Harmony Road Medians 1 LS LS 1 LS 2000-04 Median Irrigation System for Ziegler Road Medians 1 LS 1 LS LS 2NO-05 6"x6- Landscape Timber Tree Well 24 EA 24 EA 24 EA 2000=06 Skyline Honey Locust 2" Cal. 21 EA 21 EA EA 20M-07 Crimson Spire Oak - 2" Cal, 12 EA 6 EA 6 EA 20W-06 Burr Oak -2"Cal . 6 EA EA 6 EA 20W-09 Chinka in Oak -2'Col. 8 EA EA B EA 2000-10 Chanticleer Pear 1.5' Cal. 30 EA 14 EA 16''. EA 20M-11 Harrison Yellow Shrub Rose -S Gal. 31 EA EA 31 ', EA 2000.12 Single Pink Shrub Roae- 5 Gal. 7 EA EA 7r '.EA 2000-13 Native Pink Rose -S GaL 35 EA \ EA 355 LA 20W 14 Dwarf Korean Lilac-5 Gal. 36 EA EA 'i \36. SEA 2000-15 Bar harbour Juni r-5 Gal. lie EA 67 -, EA 51 EA 2000-i6 Hughes Jumper - 5 Gal. 169 -EA. 1 EA 69 EA 2000.17 Silver Bluestein Grass - 1 Gal. 23 , EA, 23 `, EA ,EA 2000-18 Feather Reed Grass - 1 Gal. 124 A EA 124 EA , 2000-19 Verie,ated Feather Read Grass -I Gal. EA � Eb, 99 EA 2000-20 Blue Avena Grass -1Gal ', `-. 83 E1ri", 83 -EA _ 83 EA 2000-21[Mulching1 3?190� EA ' ', 48r>D EA 3429 EA t MiacellsnaauCAuantites: ,°,. ' •rk t t Contract Bond 11 LS $ $ 0.5 LS 0.5 LS 625-01 Construction Surveying 1 LS $ $ 0.5 LS 0.5 LS 626-01 Mobilization 1 LS $ $ 0.5 LS 0.5 LS 630-Ot $ ecialtSigns 3" letters on 48"x4W 27 EA $ 160.00 $ 4,320.00 10 EA 17 EA 630-02 Variable Message Boards 20 EA r Da $ ULM $ 2,400.00 6 EA elf 14 EA per Da 630.03 T e III Barricades B S—dloa $ 510.00 $ 4.080.00 2 Section 6 Section 6111 Trafic Control 1 LS $ 10g000.OD $ tOQ000.00 0.25 LS 0]5 LS Provisions for liquidated damages are set forth in the Agreement. 9.0 SUBSTITUTE ("OR EQUAL") MATERIAL AND EQUIPMENT The Contract, if awarded, will be on the basis of material and equipment described on the Drawings or specified in the Specifications without consideration of possible substitute or "or equal" items. Whenever it is indicated on the Drawings or specified in the Specifications that a substitute or "or equal" item of material or equipment may be furnished or used by CONTRACTOR if acceptable to Engineer, application for such acceptance will not be considered by Engineer until after the "effective date of the Agreement". The procedure for submittal of any such application by CONTRACTOR and consideration by Engineer is set forth in the General Conditions which may be supplemented in the General Requirements. 10.0 SUBCONTRACTORS, SUPPLIERS AND OTHERS 10.1. Each Bidder shall submit at the Bid opening to OWNER a list of principal subcontractors he proposes to use in the Work. Refer to Section 00430 contained within these Documents. 10.2. If OWNER or Engineer after due investigation has reasonable objection to any proposed Subcontractor, either may, before the Notice of Award is given, request the apparent successful Bidder to submit an acceptable substitute without an increase in Bid price. If the apparent successful Bidder declines to make any substitution, OWNER may award the contract to the next lowest responsive and responsible Bidder that proposes to use acceptable subcontractors. Subcontractors, suppliers, other persons or organization listed and to whom OWNER or Engineer does not make written objection prior to the giving of the Notice of Award will be deemed acceptable to OWNER and ENGINEER subject to revocation of such acceptance after the effective date of the Agreement as provided in the General Conditions. 10.3. CONTRACTOR shall not be required to employ any subcontractor, supplier or other persons or organizations against whom he has reasonable objection. The use of subcontractors listed by the Bidder and accepted by OWNER prior to the Notice of Award will be required in the performance of the Work. 11.0 BID FORM. 11.1. A copy of the Bid Form is bound in the Contract Documents which may be retained by the Bidder. A separate unbound copy is enclosed for submission with the Bid. 11.2. Bid Forms must be complete in ink or typed. All lump sum prices on the form must be stated in words and numerals; in case of conflict, words will take precedence. Unit prices shall govern over extensions of SUMS. 12/03 Section 00100 Page 4 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. 12/03 Section 00100 Page 5 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 12/03 Section 00100 Page 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. 12/03 Section 00100 Page 7 20.0 TAXES. OWNER is exempt from Colorado State Sales and Use Taxes on materials and equipment to be incorporated in the work. Said taxes shall not be included in the Contract Price. Reference is made to the General and Supplementary Conditions. 21.0 RETAINAGE. Provisions concerning retainage are set forth in the Agreement. 22.0 PURCHASING RESTRICTIONS. Purchasing restrictions: The Bidder's authorized signature of this Bid assures the Bidder's compliance with the City's purchasing restrictions. A copy of the resolutions are available for review in the Purchasing and Risk Management Division or the City Clerk's office. A. Cement Restrictions: City of Fort Collins Resolution 91-121 requires that suppliers and producers of cement or products containing cement to certify that the cement was not made in cement kilns that burn hazardous waste as a fuel. 23.0 COLLUSIVE OR SHAM BIDS. 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 12/03 Section 00100 Page 8 SECTION 00300 BID FORM SECTION 00300 BID FORM PROJECT: 6055 Harmony and Ziegler Road Improvements - Front Range Village Development Place Date 1. In compliance with your Invitation to Bid dated 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 7/96 Section 00300 Page 1 REVISED BID SCHEDULE ADDENDUM 6055 HARMONY AND ZIEGLER ROAD IMPROVEMENTS FRONT RANGE VILLAGE DEVELOPMENT Prepared by: The City of Fort Collins - Engineering - Street Oversizing Program Dated: 6/512007 Item N 201-01 Item Description Clear and Grubbin Quanti 1 Unit LS Unit Cost Total Cost 202-01 Remove Curb and Gutter 3555 LF 202-02 Remove Sidewalk 14297 SF 202-03 lRemove Asphalt - Full Depth 4"-8" 17320 SY 202-04 JProfile Milling 3320 SY 202-05 Remove Tree - 48"+ Diameter 4 EA 202-06 Remove Tree 24" Diameter 1 EA 202-07 Remove Pie 460 LF 202-08 Remove Inlet 2 EA 202-09 Remove Existing FES 5 EA 20240 Remove Concrete Channel 320 LF 202-11 Remove Leech Field and Sceptic Tank 1 LS 202-12 lRemove Area Inlet 1 EA 202.13 Remove Irrigation Structure 1 EA 202-14 Remove Existing Hydrant per FCLW D Space 1 EA 202-15 Remove Headwall 2 EA 202-16 Remove Gate 5 EA 202-17 Remove Retaining Wall 2 EA 203-01 Unclassified Excavation 1083 CY 203-02 Embankment -CIP 12720 CY 203-03 Borrow Suitable Fill 11637 CY 203-04 Topsoil (Striping, Stockpiling, and Placing) 6696 CY 203-05 Import Screened Topsoil 6' in Parkway Areas 657 CY 203-06 Median Fill - 60/40 Mix 2903 CY 203-07 S lashblock/Hardsca eSha in -CIP 30513 SF 203-08 Flowfill Over Shallow Utilities 407 CY 203-09 Muck Excavation - CIP 200 CY 206-01 FStructure Excavation 267 CY 206-02 Structure Backfill On -Site Material 267 CY 206-03 Filter Material - 1 112" Washed Rock 65 TON 208-01 Erosion Control 1 LS 210-01 Adjust Manhole Ring/Cover 15 EA 210-02 Adjust Valve Box 10 EA 210-03 Modify Manhole 4 EA 210-04 Relocate PRV Vent per FCLWD Specs 1 FA 210-05 Relocate Meter Pit 4 EA 210-06 Relocate Fire Hydrant i EA 210-07 Relocate CP Test Station 7 EA 210-08 Remove and Relocate Fence 820 LF 8. Bid Schedule Bid Tab - 6055 Harmony and Zeigler Road Improvements for Front Range Village Development Project Prepared by: The City of Fort Collins - Engineering - Street Oversizing Program Dated: 5/1512007 Item # Item Description Quantity I Unit I Unit Cost Total Cost RoadImprovements 201-01 Clear and Grubbing 1 LS 202-01 Remove Curb and Gutter 3555 LF 202-02 Remove Sidewalk 14297 SF 202-03 Remove Asphalt - Full Depth 4"-8" 17320 SY 202-04 Profile Milling 3320 SY 202-05 Remove Tree -48'+Diameter 4 EA 202-06 Remove Tree 24" Diameter 1 EA 202-07 Remove Pipe 460 LF 202-08 Remove Inlet 2 EA 202-09 Remove Existing FES 5 EA 202-10 Remove Concrete Channel 320 LF 202-11 Remove Leech Field and Sceptic Tank 1 LS 202-12 Remove Area Inlet 1 EA 202-13 Remove Irrigation Structure 1 EA 202-14 Remove Existing Hydrant per FCLWDSpecs i EA 202-15 Remove Headwall 2 EA 202-16 Remove Gate 5 EA 202-17 Remove Retainin Wall 2 EA 203-01 Unclassified Excavation 1083 CY 203-02 Embankment -CIP 12720 CY 203-03 Bonow Suitable Fill 11637 CY 203-04 Topsoil (Striping, Stockpiling, and Placing) 6696 CY 203-05 Import Screened Topsoil (6") in Parkway Areas 657 CY 203-06 Median Fill - 60/40 Mix 2903 CY 203-07 Splashblock/Hardscape Shaping - CIP 30513 SF 203-08 Flowfll Over Shallow Utilities 407 CY 203-09 Muck Excavation - CIP 200 CY 206-01 Structure Excavation 267 CY 206-02 Structure Backfill On -Site Material 267 CY 206-03 Filter Material - 1 112" Washed Rock 65 TON 20M1 Erosion Control 1 LS 21M1 Adust Manhole Ring/Cover 15 EA 210-02 Adjust Valve Box 10 EA 210-03 Modify Manhole q EA 210-04 Relocate PRV Vent per FCLWD Specs 1 EA 210-05 Relocate Meter Pit q EA 210-06 Relocate Fire Hydrant 1 = 210-07 Relocate CP Test Station 7 EA 8. Bid Schedule Bid Tab - 6055 Harmony and Zeigler Road Improvements for Front Range Village Development Project Prepared by: The City of Fort Collins - Engineering - Street Oversizing Program Dated: 511512007 Item It Item Description Quantity Unit Unit Cost Total Cost 210-08 Remove and Relocate Fence 820 LF 210-09 Remove PVC Fence Intact and Deliver to Owner 200 LF 210-10 Remove and Reset Mailbox 6 EA 304-01 Agg Base Course - (Class 5 or 6) - 4" Depth - CIP 1675 TON 304-02 Agg Base Course - (Class 5 or 6) -10" Depth - CIP 17965 TON 304-03 Gravel Shoulder - Class 5 or 6 A re ate base 6" Depth) 275 TON 304-04 Road Base for Driveway Tie-ins 120 TON 306-01 Reconditioning (8") 31400 SY 306-02 Sidewalk Preparation 3297 SY 307-01 Fly -Ash -12" Depth - 12 % 8860 SY 403-01 Hot Bituminous Pavement — Grading S — 100 — 2" Depth —(PG 64-28 2033 TON 403-02 Hot Bituminous Pavement — Grading S — 100 — (2.5" Depth) —(PG 64.22 2467 TON 403-03 Hot Bituminous Pavement — Grading SG — 100 — (4" Depth) —(PG 58-28 5440 TON 403-04 Asphalt Leveling Course 3/4 Grading S -100 —(PG 64-28) 2305 TON 403-05 Asphalt Hand Patching — Grading S —100 — (3") — PG 64-28 463 TON 403-06 Asphalt Hand Patching — Grading SG - 100- (7" Depth) —(PG 56-28 1055 TON 403-07 WestBound Harmony Detour Paveing - 200'x60'x5" ¢" PG 64-28 on 3" PG 58- 28) 720 TON 412-01 Concrete Pavement - 10" 8425 SY 412-02 Enhanced Concrete Crosswalk -10" - Tile Red w/ Stamped Border 547 SY 506-01 D-50 Buried Rip -Rap, 6" Topsoil (CIP Per Detail) 4 EA 601-01 Concrete Retaining Wall with Footer and 6' Attached Block Wall 150 LF 601-02 Concrete Wall Extension with Guardrail 1 LS 603-01 18" RCP Class III 1128 LF 603-02 24" RCP Class III 14 LF 603-03 19"00" HERCP Class III 236 LF 60M4 34"x53" HERCP Class III 323 LF 603-05 8" HDPE Pipe 10 LF 603-06 18" RCP Class III FES 8 EA 603-07 19"x30" HERCP Class III FES 1 EA 603-08 Concrete Encasement 120 LF 603-09 18" RCP thru Retaining Wall 1 EA 603-10 Tie 34"x53" HERCP to Existing Concrete Irrigation Ditch - CIP 2 EA 603-11 Tie to Existing MH 3 EA 603-12 4" Median Underdrain Pipe (Perforated) 3640 LF 603-13 4" Median Underdrain Pipe (Solid) 910 LF 603-14 4' Median Underdrain Clean Out 24 EA 603-15 4" Median Underdrain/Storm Sewer Tie-in (Core Drill and Connect with Non shrink Grout) 5 EA 604-01 5'Type R Inlet 3 EA 604-02 _10'TypeRIniet 1 EA 8. Bid Schedule Bid Tab - 6055 Harmony and Zeigler Road Improvements for Front Range Village Development Project Prepared by: The City of Fort Collins - Engineering - Street Oversizing Program Dated: 5/1512007 Item R Item Description Quantity Unit Unit Cost Total Cost 604-03 15' T pe R Inlet 2 EA 604-04 18" Area Inlet 1 EA 604-05 Inlet Type "C" 3 EA 604-06 8" HDPE Area inlet and Tie in (Core Drill and Connect with Non -shrink Grout) 21 EA 604-07 Double Type 13 Inlet 1 EA 604-08 24" Headwall - CIP 1 EA 604-09 Tie 18" RCP to Existing Storm Sewer with Concrete Collar 1 EA 604-10 4' Diameter Sewer Manhole 1 EA 604-11 4" PVC Conduit Sleeving for Median Irrigation 600 LF 60M1 Concrete Sidewalk - 6" 27350 SF 608-02 Concrete Pedestrian Access Ramps with Truncated Domes 8" 2320 SF 608-03 Pedestrian Refuge Island Ramp with Truncated Domes 8" 1380 SF 608-04 Sidewalk Chase - per Detail 3 EA 608-05 Concrete Drive Approach w/ Aprons (8") 8025 SF 608-06 Concrete Drive Approach 6" 1608 SF 608-07 Exposed Aggregate Median Cover - San Diego Buff 25743 SF 609-01 Vertical Curb and Gutter -30" 6055 LF 609-02 Vertical Curb and Gutter - 18" Oudall 10875 LF 609-03 Combination Vertical Curt) with 6' Bike Lane/Gutter 500 LF 619-01 Y.." Irrigation Service & Meter Pit/Copper-Corp-Curb Stop per COFC Spec including Backflow Preventer/Pressure Reducer Assembly/Metal Screen Cover 3 EA 619-02 Fire Hydrant Assembly (6", tap valve, pipe, hydrant) per COFC Spec i EA SUBTOTAL: Landscaping Quantities 2000-01 Dry -Land Seeding 7 AC 2000-02 MSE Block Retaining Wall - 12" to 24" Tall 290 LF 2000-03 Median Irrigation System for Harnrony Road Medians 1 LS 2000-04 Median Irrigation System for Ziegler Road Medians 1 LS 2000-05 6"x6" Landscape Timber Tree Well 24 EA 2000-06 Skyline Honey Locust 2' Cal. 21 EA 2000-07 Crimson Spire Oak - 2" Cal. 12 EA 2000-08 Burr Oak - 2" Cal. 6 EA 2000-09 Chinkapin Oak -2" CaL 8 EA 2000-10 Chanticleer Pear 1.5' Cal. 30 EA 2000-11 Harrison Yellow Shrub Rose - 5 Gal. 31 EA 2000-12 Single Pink Shrub Rose - 5 Gal. 7 EA 2000-13 Native Pink Rose - 5 Gal. 35 EA 2000-14 Dwarf Korean Lilac - 5 Gal. 36 EA B. Bid Schedule Bid Tab - 6055 Harmony and Zeigler Road Improvements for Front Range Village Development Project Prepared by: The City of Fort Collins - Engineering - Street Oversizing Program Dated: 5115/2007 Item 0 Item Description Quantity Unit Unit Cost Total Cost 2000-15 Bar harbour Juniper-5 Gal. 118 EA 2000-16 Hughes Juniper - 5 Gal. 169 EA 2000-17 Silver Blueslem Grass - 1 Gal. 23 EA 2000-18 Feather Reed Grass -1 Gal. 1241 EA 2000-19 Variegated Feather Reed Grass - 1 Gal. 99 EA 2000-20 Blue Avena Grass -1 Gal. 83 EA 2000-21 Mulching 39190 EA SUBTOTAL: MisceOarveous Quari ites: Contract Bond 1 LS 625-01 Construction Surveying 1 LS 626-01 Mobilization 1 LS 630-01 Specialty Signs 3" letters on 48"x48" 27 EA 630-02 Variable Messa a Boards 20 EA per Da 630-03 Type III Bamcades 8 Section 630-04 Traffic Control 1 LS SUBTOTAL: TOTAL PROJECT: $Dollars TOTAL WRITTEN IN WORDS COMPANY NAME SIGNATURE TITLE PRINTED NAME DATE 9. PRICES The foregoing prices shall include all labor, materials, transportation, shoring, removal, dewatering, overhead, profit, insurance, etc., to cover the complete Work in place of the several kinds called for. Bidder acknowledges that the OWNER has the right to delete items in the Bid or change quantities at his sole discretion without affecting the Agreement or prices of any item so long as the deletion or change does not exceed twenty-five percent (25%) of the total Agreement Price. RESPECTFULLY SUBMITTED: Signature Title License Number (If Applicable) (Seal - if Bid is by corporation) Attest: Address Telephone Date 7/96 Section 00300 Page 6 SECTION 00400 SUPPLEMENTS TO BID FORMS 00410 Bid Bond 00420 Statement of Bidder's Qualifications 00430 Schedule of Subcontractors 7/96 Section 00410 Page 1 SECTION 00300 BID FORM PROJECT: 6055 Harmony and Ziegler Road Improvements - Front Range village Development Purchasing Dept. Place 215 N. Mason Ft. Collins, Co. Date June 12, 2007 1. In compliance with your Invitation to Bid dated 05/1_S and subject to all conditions thereof, the undersigned a (Corporation, Limited Liability Company, Partnership, Joint Venture, or Sole Proprietor) authorized to do business in the State of Colorado hereby proposes to furnish and do everything required by the Contract Documents to which this refers for the construction of all items listed on the following Bid Schedule or Bid Schedules. 2. The undersigned Bidder does hereby declare and stipulate that this proposal is made in good faith, without collusion or connection with any other person or persons Bidding for the same Work, and that it is made in pursuance of and subject to all the terms and conditions of the Invitation to Bid and Instructions to Bidders, the Agreement, the detailed Specifications, and the Drawings pertaining to the work to be done, all of which have been examined by the undersigned. 3. Accompanying this Bid is a certified or cashier's check or standard Bid bond in the sum of 5% GAB ($ ) 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: Safeco Insurance Co. Safetco Plaza Seattle, Wa. 98185 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. 1 through 2 7/96 Section 00300 Page 1 REVISED BID SCHEDULE ADDENDUM 6055 HARMONY AND ZIEGLER ROAD IMPROVEMENTS FRONT RANGE VILLAGE DEVELOPMENT Prepared by: The City of Fort Collins - Engineering - Street Oversizing Program Dated: 6/512007 Item 0 Item Descrl on Ouanti Unit Unit Cost Total Cost 201-01 Clear and Grubbing i LS 8,899, 5 8 202-01 Remove Curb and Gutter 3555 LF 202-02 Remove Sidewalk 14297 SF • 41 5,861.77 202-03 Remove Asphalt - Full Depth 4"-8" 17320 SV 5.06 87 639.20 202-04 Profile Milling 3320 SY 3.25 10.790.00 202-05 Remove Tree -48"+Diameter 4 EA 14 172.8 8 56,691.5 202-06 Remove Tree 24" Diameter 1 EA 2,060.01 2,060.01 202-07 Remove Pie 460 LF 10.56 4,857.60 202-08 Remove inlet 2 EA 684.95 1,369.90 202-09 Remove Existing FES 5 EA 18 202-10 Remove Concrete Channel 320 LF 16.48 5,273.60 202-11 Remove Leech Field and Sceptic Tank 1 LS 1802.5(1 12802.51 381.10 202-12 Remove Area Inlet 1 EA 381.10 202-13 Remove Irrigation Structure 1 EA 432.60 432.60 202-14 Remove Existing Hydrant per FCLWD Specs 1 EA 906.4 1 906. 4r 202-15 Remove Headwall 2 EA 432.60 865.20 202-16 Remove Gate 5 EA 164.80 824.00 202-17 Remove Retaining Wall 2 EA 360.50 721.00 203-01 Unclassified Excavation 1083 CY 3.61 3,909.63 203-02 Embankment -CIP 12720 CY 6.70 85 224.00 203-03 Borrow Suitable Fill 11637 CY 11.23 130,683.51 203-04 Topsoil (Striping, Stockpiling, and Placing) 6696 CY .76 58 6 -56,96 203-05 Import Screened Topsoil 6" in Parkway Areas 657 CY 10.30 6,767.10 203-06 Median Fill -60/40 Mix 2903 CY 16.23 47 115.69 203-07 S lashblock/Hardscae,Sha in -CIP 30513 SF .98 29 902.74 203-08 Flow811Over Shallow Utilities 407 CY 62.13 25,286.91 203-09 Muck Excavation -CIP 200 CY 26.27 5,254.00 206-01 Structure Excavation 267 CY 9.22 2 461.74 206-02 Structure Backfill On -Site Material 267 CY 13.75 3.671.25 206-03 Filter Material - 1 1/2" Washed Rock 65 TON 21.58 1,402.70 208-01 Erosion Control 1 LS 15,686.9 9 210-01 Adjust Manhole Ring/Cover 15 EA 463.50 6,952.50 210-02 Adjust Valve Box 10 EA 257.50 2,575.00 210-03 Modify Manhole 4 EA 515.00 2.060.00 210-04 Relocate PRV Vent per FCLWD Specs 1 EA 1 0 210-05 Relocate Meter Pit 4 EA 210-06 Relocate Fire Hydrant 1 EA 210-07 Relocate CP Test Station 7 EA 210-08 Remove and Relocate Fence 820 LF 6.18 5,067.60 REVISED BID SCHEDULE ADDENDUM 6055 HARMONY AND ZIEGLER ROAD IMPROVEMENTS FRONT RANGE VILLAGE DEVELOPMENT Prepared by: The City of Fort Collins - Engineering - Street Oversizing Program Dated: 6/5/2007 Item # Item Descri tion puand Unit Unit Cost Total Cost 210-09 Remove PVC Fence Intact and Deliver to Owner 200 LF 9-12 1-024.00 210-10 Remove and Reset Mailbox 6 EA 154.50 927.00 304-01 Agg Base Course- Class 5or 6)-4"Depth -CIP 1675 TON 17.23 28,860.25 304-02 Agg Base Course - (Class 5 or 6) - 10" Depth - CIP 17965 TON 11.55 207,495.75 304-03 Gravel Shoulder - Class 5or 6 Aggreegate base IT Depth) 275 TON 14.33 3,940.75 304-04 Road Base for Driveway Tie-ins 120 TON 23.32 2 798.40 306-01 Reconditioning (B") 31400 SY 1.03 32 342.00 306-02 Sidewalk Pre eration 3297 SY 1.75 5,769.75 307-01 Fly -Ash - 12" Depth -12 % 8860 SY 5.85 51,831.00 403-01 Hot Bituminous Pavement - Gradin S-100- 2"Depth) -PG 64.28 2033 TON 60.30 122 589.90 403-02 Hot Bituminous Pavement- Grading S - 100 - 2.5" Depth) -(PG 64.22 2467 TON 52.84 1 403-03 Hot Bituminous Pavement - Grading SG - 100 - IV Depth) -(PG 58-28 5440 TON 44 1 242,134.40 403-04 Asphalt LevelinCourse % GradingS.100- PG64.22 2305 TON 55.28 121.,420.40 403.05 Asphalt Hand Patching - Grading S -100 - T' - PG 64.22 463 TON 101.51 46.999.13 403-06 Asphalt Hand Patchin - Gradin SG - 100- 7" De th - PG 58.28 1055 TON 83.71 88014.05 403-07 Westumnd Harmony Detour Paveing - 200'x60'x5" Q" PG 64.28 on 3" PG 58- 26 720 TON 73.19 52 696.80 412-01 Concrete Pavement - 10" 8425 SY 412-02 Enhanced Concrete Crosswalk -10" - Tile Red w/ Stamped Border 547 SY 6.13 41,643.11 506-01 D-50 Buned Rip -Rap, 6" Topsoil (CIP Per Detail) 4 EA 298.70 1,194.80 601-01 Concrete Retaining Wall with Footerand 6'Altached Block Wall 150 LF 372.14 55 821.00 601-02 Concrete Wall Extension with Guardrail 1 LS 10 320.66 10 320.66 40 551.60 603-01 18" RCP Class III 112E LF 35.95 603-02 24" RCP Class III 14 LF 46.71 653.94 603-03 19"x30" HERCP Class III 236 LF 58.86 13 890. 96 603-04 34"x53" HERCP Class III 323 LF 603-05 8"HDPE Pipe 10 LF 89.20 892.0 603-06 18" RCP Class III FES 8 EA 386.25 3,090.00 603-07 19"x30" HERCP Class III FES 1 EA 478.95 478.95 603-08 Concrete Encasement 120 LF 40.99 4,918.80 603-09 18' RCP thru Retaininq Wall 1 EA 247.20 247.20 603-10 Tie 34"x53" HERCP to Existing Concrete Irrigation Ditch - CIP 2 EA 489.25 978.50 2.626, 3 603-11 Tie to Existing MH 3 EA 875. 51 603-12 4" Median Underdrein Pie Perforated - 3640 LF 12 603-13 4" Median Underdrain Pie Solid 910 LF 10.92 9,937.20 603-14 4" Median Underdrein clean Out 24 EA 139.05 3,337.20 603-15 4" Median Underdmin/ tone SewerTie-in (Core Dnll and Connect with Non shrink Grout) 5 EA 515.00 21575.00 604-01 5'Type RInlet 3 EA 3 244. 1 604-02 10'Type R Inlet 1 EA 4,295.11 4,295. 13 604-03 15'Type R Inlet 2 EA 46 2 604-04 18"Arm Inlet 1 EA E22332.9C REVISED BID SCHEDULE ADDENDUM 6055 HARMONY AND ZIEGLER ROAD IMPROVEMENTS FRONT RANGE VILLAGE DEVELOPMENT Prepared by: The City of Fort Collins - Engineering - Street Overslzing Program Dated: 6/5/2007 Item # Item Description Quantity Unit Unit Cost Total Cost 604-05 Inlet Type "C" 3 EA 2 96 1,648.00 604-06 8" HOPE Area inlet and Tie in Core Dnll and Connect with Non -shrink Grout 2 EA 824.00 604-07 Double Type 131nlet 1 EA 3,543.22 3.543.22 604-06 24" Headwall - CIP 1 EA 1 143.3 1 143 . 1 604-09 Tie 18" RCP to Existing Storm Sewer with Concrete Collar 1 EA 412.00 412.00 604-10 4' Diameter Sewer Manhole 1 EA 2,090.91 2,090.91 604-11 4" PVC Conduit Sleeving for Median Irrigation 600 LF 9.68 608-01 Concrete Sidewalk-6" 27350 SF 85,605.50 SF 1P.07 23 , 362.40_ SF 1 1 . 10 15 , 318 ,00 EA 2,0606,180.03 SF 4.69 37,637.25_ SF 4.09 6,576.72 608-02 Concrete Pedestrian Access Ramps with Truncated Domes 8" 2320 608-03 Pedestrian Refuge Island Ramp with Truncated Domes 8" 1380 608-04 Sidewalk Chase- perDetail 3 608-05 Concrete DnveApproach w/Aprons 8") 8025 608-06 Concrete Drive Approach 6" 1608 608-07 Exposed Aggregate Median Cover - San Diego Buff 25743 SF 4.98 128,200.14 609-01 Vertical Curb and Gutter -30" 6055 LF 12.6 11.28 25.21 0-_ 22,670.00 12,605.00 609-02 Vertical Curb and Gutter -1B"Outtall 10875 LF 609-03 Combination Vertical Curb with 6' Bike Lane/Gutter 500 LF 619.01 %" Irrigation Service & Meter Pit/Copper-Corp-Curb Stop per COFC Spec Including Backflow Preventer/Pressure Reducer Assembly/Metal Screen Cover 2 EA 2,626.52 5,253.04 619.02 1" Irrigation Service & Meter Pit/Copper-Corp-Curb Stop per COFC Spec Including Backflow Preventer/Pressure Reducer Assembly/Metal Screen Cover 1 EA 3,749.22 3,749.22 619-03 Fire Hydrant Assembly (6", tap valve, pipe, hydrant) per COFC Spec 1 EA 4 7 89 . SUBTOTAL: C 3,117,511.4 2000-01 1 Dry -Land Seeding 71 AC 1,133. 7,931, 07 8.961.00 2000-02 MSE Block Retaining Wall - 12" to 24" Tall 290 LF 30.90 2000-03 Median Irrigation Stem for Hammy Road Medians 1 LS 19, 776. 2 19,776. .12 2000-04 Median Irrigation System for Ziegler Road Medians 1 LS 9,785. 06 9 785. 06 2000-05 6"x6"Landscape TimberTreeWell 24 EA 360.50 8,652.00 200006 Skyline Honey Locust 2"Cal. 21 EA 283.25 5,948.25 2000-07 Skyline Honey Locust 3* Cal. 19 EA 360.50 6,849.50 2000-08 Crimsons Ire Oak -2"Cal. 6 EA 309.00 1,854.00 2000-09 Burr Oak -2"Cal. 9 EA 309.00 2,781.00 2000.10 Chinks InOak.2"Cal. 11 EA 360.50 3.965.50 2000.11 Sk Master English Oak - 3" Cal. 15 EA 437.75 6,566.25 2000.12 Chanticleer Pear 1.5" Cal. 33 EA 206.00 6,798.00 2000-13 Harrison Yellow Shrub Rose - 5 Gal. 28 EA 36.05 1,009.40 2000.14 Single Pink Shrub Rose -5 Gal. 23 EA 30.90 710.70 2000-15 Native Pink Rose - 5 Gal. 35 EA 36 . 05 1,261.75 REVISED BID SCHEDULE ADDENDUM 6055 HARMONY AND ZIEGLER ROAD IMPROVEMENTS FRONT RANGEVILLAGE DEVELOPMENT Prepared by: The City of Fort Collins - Engineering - Street Oversizing Program Dated: 61512007 Item # Item Description quantity Unit Unit Cost Total Cost 210-09 Remove PVC Fence Intact and Deliver to Owner 200 LF 210-10 Remove and Reset Mailbox 6 EA 304-01 Agg Base Course - Class 5 or 6 - 4" Depth - CIP 1675 TON 304-02 Ago Base Course - Class 5 or 6 -10" Depth - CIP 179651 TON 304-03 Gravel Shoulder - Class 5 or 6 Aggreegate base 6" Depth) 275 TON 304-04 Road Base for DrivewayTie-ins 120 TON 306-01 Reconditioning 8" 31400 SY 306-02 Sidewalk Preparation 3297 BY 307-01 Fly -Ash - 12" Depth -12% 8860 SY 403-01 Hot Bituminous Pavement- Grading S - 100 - 2" Depth) -(PG 64-28 2033 TON 403-02 Hot Bituminous Pavement - Grading S - 100 - 2.5" Depth) -(PG 64.22 2467 TON 403-03 Hot Bituminous Pavement- Grading SG-100 - 4" Depth) -(PG 58-28 5440 TON 403-04 _Asphalt Leveling Course % Gradin S -100 - PG 64-22 2305 TON 403-05 Asphalt Hand Patching- Grading S- 100- (3")-(PG 64-22 463 TON 403-06 Asphalt Hand Patchin - Gradin SG -104 7" De ih - PG 58-28 1055 TON 403-07 Westbound Harmony Detour Paveing - 200'x60'x5" Q" P 64-28 on Y' PG 58- 28 720 TON 412-01 Concrete Pavement -10" 8425 SY 412-02 Enhanced Concrete Crosswalk -10" - Tile Red w/ Stamped Border 547 SY 506-01 D-50 Buried RIP -Rap. 6" To soil CIP Per Detail 4 EA 60"1 Concrete Retaining Wall with Footer and 8' Attached Block Wall 150 LF 601-02 Concrete Wall Extension with Guardrail 1 LS 603-01 18" RCP Gass III 1128 LF 603-02 24" RCP Class III 14 LF 603-03 19"x30" HERCP Class III 236 LF 603-04 34"x53" HERCP Class III 323 LF 603-05 8" HDPE Pie 10 LF 603-06 18" RCP Class III FES 8 EA 603-07 19"x30' HERCP Class III FES 1 EA 603-08 Concrete Encasement 120 LF 603-09 18" RCP thru Retaining Wall 1 EA 603-10 Tie 34"x53" HERCP to Existing Concrete Irrigation Ditch - CIP 2 EA 603-11 Tie to Existing MH 3 EA 603-12 4" Median Underdrain Pie Perforated 3640 LF 603-13 4" Median Underdrain Pie Solid 910 LF 603-14 4" Median Underdrain Clean Out 24 EA 603-15 4" Median Underdrain/Storm Sewer Tie-in (Core Ddll and Conned with Non shrink Grout) 6 EA 604-01 5'Type R Inlet 3 EA 604-02 10' Type R Inlet 1 EA 604-03 15' Type R Inlet 2 EA 604-04 18"Area Inlet 1 � REVISED BID SCHEDULE ADDENDUM 6055 HARMONY AND ZIEGLER ROAD IMPROVEMENTS FRONT RANGE VILLAGE DEVELOPMENT Prepared by: The City of Fort Collins - Engineering - Street Oversizing Program Dated: 6/5/2007 Item i Item Description Quantity Unit Unit Cost Total Cost 2000.16 Dwarf Korean Lilac - 5 Gal. 47 EA 30.90 1,452.30 2000-17 Bar harbour Juniper - 5 Gal. 56 EA 36.05 2,018.80 2000-18 Hughes Juniper - 5 Gal. 142 EA 36.05 5,119.10 2000.19 IceeBlue Juniper 71 EA 41.20 2.925.20 2000-20 Dwarf Yellow Day Lily -1Gal. 20 EA 12.36. 247.20 2000.21 Feather Reed Grass -1 Gal. 124 EA 12 2000-22 Variegated Feather Reed Grass -1 Gal. 66 EA 15.45 1,019.70 2000-21 Dwarf Fountain Grass -1Gal. 114 EA 15.45 1 761.30 200022 Mulching 39190 SF .67 26 257.30 SUBTOTAL: $ 135,183.17 Contract Bond 1 Ls 4, 643.49 34,643.49 625-01 Construction Surveying 1 Ls 89.66L45 .45 626-01 Mobilization 1 Ls 83 927.68 83 927.68 630.01 Specialty Signs 4' letters on48"x48" 27 EA 92.70 2,502.90 630-02 Variable Message Boards 20 EA per Dayl 139.05 2,781.00 630-03 Type III Barricades 8 Section 412.00 3,296.0 630-04 Traffic Control 1 Ls 143 170. 143 170. 86 SUBTOTAL: $359-9A9. 3R + TOTAL P ROJ ECT: $3,612,684.04 Three million, six -hundred twelve thou"nd, six -hundred eighty--$9e+fas TOTAL WRITTEN IN WORDS - - T 1.,_1- r_.-.. four & four cents. 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. RESPE �LY UBMITTED: June 12, 2007 Date e "3 General Manager t i d'ar. Title �� el c°CJ iii s• R � ": 00239 License Number (If Applicable) (Seal - if Bid is by corporat. ) Attest: Address 1800 N. Taft Hill Rd. Fort Collins, Colorado 80521 Telephone (970) 407-3600 7/96 Section 00300 Page 6 SECTION 00400 SUPPLEMENTS TO BID FORMS 00410 Bid Bond 00420 Statement of Bidders Qualifications 00430 Schedule of Subcontractors 7/96 Section 00410 Page 1 SECTION o0410 BID BOND KNOW ALL MEN BY THESE PRESENTS: as Principal, .and Safeco Insurance Company of America that we, the undersigned hereby held and firmly bound unto the C�i,ty of Fort Collins OWNER, in the sum of $ Five Percent as Surety, are Colorado, (5%) of i}Te Am'oun Iid�— Payment of which, as well and truly to be made, we herebyfor bind ourselves, successors, and assigns. jointly the and severally THE CONDITION of this obligation is such that whereas the Submitted to the Cit of Port Collins, Colorado hereby Principal has the accompanying Bid and made a part hereof to enter into a construction of Fort on on Agreement Collins Project, 6055 Improvements - Front Range Village Development. 1' and Harmon for the Ziegler Road 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 accordance with said Bid) and shall furnish a BOND Pe 1Y hcon is mpletedfi Performance of said Contract, and for payment of all persons performing labor or furnishing materials in connection therewith, and shall in all other respects pexform 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 liability of expressly understood and agreed that the the Surety for any and all claims the penal hereunder shall, in no event, exceed amount of this obligation as herein stated. The Surety, for value received, hereby stipulates and agrees that the obligations Of said Surety and its 80ND shall be in no way impaired he affected by any extension of the time within which the OWNER may accept sucor h Bid; and said Surety does hereby waive notice of any such e.tension. Surety Companies executing bonds must be authorized to transact business in the State of Colorado and be accepted by the OWNER. 7/96 Section 00410 Page 2 IN WITNESS WHEREOF, the Principal and the Surety have hereunto set their hands and seals this 12tn day of June 2007, and such of them as are corporations have caused their corporate Seals to be hereto affixed and these presents to be signed by their proper officers, the day and year first set forth above. PRINCIPAL Name• Lafarge West, Inc. Address: 1800 N. Taft Hi I I Road I,t./' _,lip �� J.✓_l/ _ (SEAL) 7/96 SURETY Safeco Insurance Company of America Safeco Plaza Seattle, WA 98185 (800) 332 3226 Title: Melissa D. Evans, Attorney - In -Fact (SEAL) Section 00410 Page 3 Safeco Insurance Company of America POWER General Insurance Company of America Safem Plaza a OF ATTORNEY Seattle, WA 98185 No. 6957 KNOW ALL BY THESE PRESENTS: That SAFECO INSURANCE COMPANY OF AMERICA and GENERAL INSURANCE COMPANY OF AMERICA, each a Washington corporation, does each hereby appoint •`KEVIN B. ALEXANDER; JEFFREY C. CAREY; LAURA E. COON; MELISSA D. EVANS; MARY T. FLANIGAN; MICHAEL C. FROST; DAVID M LOCKTON; RONALD J. LOCKTON; CLAUDIA MANDATO; KERRY A. MARVEL; CHRISTY M. MCCART; PATRICK T. MOUGHAN; JAMES C. PATEIDL; PATRICK T. PRIBYL; DEBRA J. SCARBOROUGH; CAROLYN VAN HAAREN; CLIFFORD B. YOUNG; Kansas City, *****k***************i****** *** its true and lawful attomey(s}in-fad, with full authority to execute on its behalf fidelity and surety bonds or undertakings and other documents of a similar character issued in the course of its business, and to bind the respective company thereby. IN WITNESS WHEREOF, SAFECO INSURANCE COMPANY OF AMERICA and GENERAL INSURANCE COMPANY OF AMERICA have each executed and attested these presents this 14th day of March 2006 STEPHANIE DALEY-WATSON SECRETARY MIKE PETERS PRESIDENT SURETY CERTIFICATE Extract from the By -Laws of SAFECO INSURANCE COMPANY OF AMERICA and of GENERAL INSURANCE COMPANY OF AMERICA: "Article V, Section 13. - FIDELITY AND SURETY BONDS ... the President, any Vice President, the Secretary, and any Assistant Vice President appointed for that purpose by the officer in charge of surety operations, shall each have authority to appoint individuals as attomeys-in-fad or under other appropriate titles with authority to execute on behalf of the company fidelity and surety bonds and other documents of similar character issued by the company in the course of its business... On any instrument making or evidencing such appointment, the signatures may be affixed by facsimile. On any instrument conferring such authority or on any bond or undertaking of the company, the seal, or a facsimile thereof, may be impressed or affixed or in any other manner reproduced; provided, however, that the seal shall not be necessary to the validity of any such instrument or undertaking." Extract from a Resolution of the Board of Directors of SAFECO INSURANCE COMPANY OF AMERICA and of GENERAL INSURANCE COMPANY OF AMERICA adopted July 28, 1970. "On any certificate executed by the Secretary or an assistant secretary of the Company setting out, (I) The provisions of Article V, Section 13 of the By -Laws, and (ii) A copy of the power-of-attomey appointment, executed pursuant thereto, and (iii) Certifying that said power -of -attorney appointment is in full force and effect, the signature of the certifying officer may be by facsimile, and the seal of the Company may be a facsimile thereof." 1, Stephanie Daley -Watson , Secretary of SAFECO INSURANCE COMPANY OF AMERICA and of GENERAL INSURANCE COMPANY OF AMERICA, do hereby certify that the foregoing extracts of the By -Laws and of a Resolution of the Board of Directors of these corporations, and of a Power of Attorney issued pursuant thereto, are true and coned, and that both the By -Laws, the Resolution and the Power of Attorney are still in full force and effect. IN WITNESS WHEREOF, I have hereunto set my hand and affixed the facsimile seal of said corporation this � SB,AL �' Astt `S-09741DS`4108,,, ` day of JUN 1 2007 CQtyp�� MAPURI�E f c SEAL T �liplrarui Jd614e � 1 K lJ STEPHANIE DALEY-WATSON, SECRETARY Safeco® and the Salem logo am registered trademarks of Safety Corporation. WEB PDF SECTION 00420 STATEMENT OF BIDDER'S QUALIFICATIONS All questions must be answered and the data given must be clear and comprehensive. This statement must be notarized. If necessary, questions may be answered on separate attached sheets. The Bidder may submit any additional information he desires. 1. Name of Bidder: 2. Permanent main office address: 1800 N. Taft Hill Rd. Ft. Collins, Co. 80521 3. When organized: 1989 4. If a corporation, where incorporated: Deleware 5. How many years have you been engaged in the contracting business under your present firm or trade name? 9 Years 6. Contracts on hand: (Schedule these, showing the amount of each contract and the appropriate anticipated dates of completion.) 2007 City of FC Overlay t 2,1 million Sept. 2007 N. Taft Hill Rd Project 1.7 million Sept_ 9nn7 Erie Commons $2 million Oct. 2007 WCR 20 Widening $ 80,000.00 Oct. 2007 7. General character of Work performed by your company: Asphalt . Paving. Aggregates- h Ready Mix Supply 8. Have you ever failed to complete any Work awarded to you? NO If so, where and why? NO 9. Have your ever defaulted on a contract? If so, where and why? NO 10. Are you debarred by any government agency? NO if yes list agency name. 7/96 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. 2006 City of FC Overlay $ 1.1 million Fall 6f 2006 Varinnc city streets 2006 TrailHead $ 1 million Fall of 2006 streets 2006 Med Center of Rockies $ 1.7 million Fall of 2006 Health F WollnPss 12. List your major equipment available for this contract. Whntaver equipment is neo.ecary tn complete the project. 13. Experience in construction Work similar in importance to this project: City of FC Overlay Larimer County Overlay Lemay Ave. Widening 14. Background and experience of the principal members of your organization, including officers: Steven B. Peterson Vice President 20 + Years Kenneth R. Ball General Manager 20+ Yearg Bob Tews Operations Manager 20+ Yearg 15. Credit available: $ 16. Bank reference: Wells Fargo (303) 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? 18. Are you licensed as a General CONTRACTOR? Yes If yes, in what city, county and state? FT Collins._Larimer Cnty What class, license and numbers? General Contractor 00239 19. Do you anticipate subcontracting Work under this Contract? Yes If yes, what percent of total contract? 10% and to whom? See schedule of Subcontractors 20. Are any lawsuits pending against you or your firm at this time? No IF yes, DETAIL 7/96 Section 00420 Page 2 21. What are the limits of your public liability? DETAIL 10 million 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, Inc this . 12 day of June , 2cO7 . Lafarge West.-ftC'_, Name of Bidder By: Kenneth R. Ball Title: General Manager State of Colorado County of Larimer _Kenneth R. Ball being duly sworn deposes and says that he is General Manager of Lafarge West, Inc. and that (name of organization) the answers to the foregoing questions and all statements therein contained are true and correct. Subscribed and sworn to before me this 12 day of June , 2 O47. Patrese E. yarbrough Notary Public My co, 7/96 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 Traffic Control Dirt & Pipe e Tree Removal Milling Landscaping Construction Surveying SUBCONTRACTOR Quality Traffi r Cont,yal Schmidt Earth Builders. Inc. Northstar Concrete, Inc. Jordan's Tree Moving Kehn Construction Superior Masonery A&M Landscape, Inc. Town & Country Fence Co. Stantec Consulting, Inc. 7/96 Section 00430 Page 1 REVISED BID SCHEDULE ADDENDUM 6055 HARMONY AND ZIEGLER ROAD IMPROVEMENTS FRONT RANGE VILLAGE DEVELOPMENT Prepared by: The City of Fort Collins - Engineering - Street Oversizing Program Dated: 6/5/2007 Item # Item Description Quantity Unit Unit Cost Total Cost 604-05 Inlet Type "C" 3 FA 604-06 8" HOPE Area inlet and Tie in Core Drill and Connect with Non -shrink Grout 2 EA 604-07 Double Type 13 Inlet 1 EA 604-08 24" Headwall - CIP 1 FA 604-09 Tie 18" RCP to Existing Stonn Sewer with Concrete Collar 1 FA 604-10 4' Diameter Sewer Manhole 1 FA 604-11 4" PVC Conduit Sleevin for Median Irriqation 600 LF 608-01 Concrete Sidewalk - 6" 27350 SF 608-02 lConcrete Pedestrian Access Ramps with Truncated Domes 8' 23201 SF 608-03 Pedestrian Refuge Island Ramp with Truncated Domes 8' 1380 SF 608-04 Sidewalk Chase - per Detail 3 EA 608-05 Concrete Drive Approach w/ Aprons 8" 8025 SF 608-06 Concrete Drive Approach 6" 1608 SF 608-07 Exposed Aggregate Median Cover - San Dieqo Buff 25743 SF 60"1 Vertical Curb and Gutter - 30" 6055 LF 609-02 Vertical Curb and Gutter - 18" Outfall 10875 LF 609-03 Combination Vertical Curb with & Bike Lane/Gutter S00 LF 619-01 r/4" Irrigation Service & Meter PIUCopper-Corp-Curb Stop per COFC Spec Including Backflow Preventer/Pressure Reducer Assembly/Metal Screen Cover 2 EA 619-02 1" Irrigation Service & Meter PitlCopper-Corp-Curb Stop per COFC Spec Including Back0ow Preventer/Pressure Reducer Assembly/Metal Screen Cover 11 EA 619-03 Fire Hydrant Assembly 6", tap valve, pipe, hydrant) r COFC Spec 1 I EA SUBTOTAL: 2000-01 Dry -Land Seeding 7 AC 200D-02 MSE Block Retainin Wall - 12" to 24" Tall 290 LF 2000-03 Median Irrigation System for Harmony Road Medians 1 LS 2000-04 Median Irrmation System for Ziegler Road Medians 1 LS 2000-05 6"x6" Landscape Timber Tree Well 24 EA 2000-06 Skyline Honey Locust 2" cal. 21 EA 2000.07 Skyline Honey Locust 3" cal. 19 EA 2000-08 Crimson Spire Oak - 2" Cal. 6 EA 2000-09 Burr Oak -2"Cal. 9 EA 2000.10 Chinks In Oak -2"Cal. 11 EA 2000-11 Sk Master English Oak - 3" Cal. 15 EA 2000-'12 Chanticleer Pear 1.5" Cal. 33 EA 2000 113 Harrison Yellow Shrub Rose - 5 Gal. 29 EA 2000-14 Sin le Pink Shrub Rose - 5 Gal. 23 EA 2000-15 INative Pink Rose - 5 Gal. 35 EA SECTION 00500 AGREEMENT FORMS 00510 Notice of Award 00520 Agreement 00530 Notice to Proceed SECTION 00510 NOTICE OF AWARD Date: June 14, 2007 TO: Lafarge West, Inc. PROJECT: 6055 Harmony and Ziegler Road Improvements - Front Range Village Development OWNER: CITY OF FORT COLLINS (hereinafter referred to as "the OWNER") You are hereby notified that your Bid dated June 12, 2007 for the above project has been considered. You are the apparent successful Bidder and have been awarded an Agreement for 6055 Harmony and Ziegler Road Improvements - Front Range Village Development. The Price of your Agreement is Three Million Six Hundred Twelve Thousand Nine Hundred Eighty Nine Dollars and Thirty Eight Cents ($3,612,684.04) 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 June 29, 2007. 1. You must deliver to the OWNER three (3) fully executed counterparts of the Agreement including all the Contract Documents. Each of the Contract Documents must bear your signature on the cover of the page. 2. You must deliver with the executed Agreement the Contract Security (Bonds) as specified in the Instructions to Bidders, General Conditions (Article 5.1) and Supplementary Conditions. Failure to comply with these conditions OWNER to consider your Bid abandoned, declare your Bid Security forfeited. within the time specified will entitle to annul this Notice of Award and to 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 4 By:Clm,, P- - J me B. (5'Nerll, II, CPPO, FNIGP D're for of Purchasing & Risk Management 9/12/01 Section 00510 Page 1 SECTION 00520 AGREEMENT THIS AGREEMENT is dated as of the 14th day of June in the year of 2007 and shall be effective on the date this AGREEMENT is signed by the City. The City of Fort Collins (hereinafter called OWNER) and 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 6055 Harmony and Ziegler Road Improvements - Front Range Village Development, and is generally described in Section 01010: 1. Harmony Road: Improvements for widening Harmony Road from Union Pacific Railroad Tracks on Harmony and going east past the Harmony and Ziegler Intersection to Technology Parkway. The improvements for this project will widen Harmony Road to 6-lane arterial road standards. The work will include widening the existing asphalt, installing landscaped medians, and installing a Portland Cement Concrete intersection at Harmony and Ziegler. Median inlets and storm sewer pipe will also be installed to drain the road surface. Harmony Road paving will consist of full depth pavement sections and leveling courses on the existing wearing surface. Harmony Road will not have an asphalt overlay with this contract. 2. Ziegler Road: Improvements for widening Ziegler Road from Harmony Road to Horsetooth. The improvements for this project will widen Ziegler Road to a 4-lane arterial arterial standard. The work will consist of removal of curb and gutter, concrete sidewalk, pipe of various sizes, and installing new vertical curb and gutter, inlets, sidewalk, and landscaped medians. Ziegler Road paving will consist of full -depth paving in the widened areas and a minor asphalt overlay. The Contractor will provide Traffic Control and Construction Surveying. The Contractor will be required to work with our traffic control supervisor. This project will be done under a variety of partial closures and single lane closures. 9/12/01 Section 00520 Page 1 ARTICLE 2. ENGINEER The Project has been designed by Stantec Consulting, Inc., who is hereinafter called ENGINEER and who will assume all duties and responsibilities and will have the rights and authority assigned to ENGINEER in the Contract Documents in connection with completion of the Work in accordance with the Contract Documents. ARTICLE 3. CONTRACT TIMES 3.1 The Work shall be Substantially Complete by June 29, 2008 as provided in the General Conditions and completed and ready for Final Payment and Acceptance in accordance with the General Conditions by July 13, 2008. 3.2. Liquidated Damages. OWNER and CONTRACTOR recognize that time is of the essence of this Agreement and that OWNER will suffer financial loss if the Work is not completed within the times specified in paragraph 3.1. above, plus any extensions thereof allowed in accordance with Article 12 of the General Conditions. They also recognize the delays, expenses and difficulties involved in proving in a legal proceeding the actual loss suffered by OWNER if the Work is not completed on time. Accordingly, instead of requiring any such proof, OWNER and CONTRACTOR agree that as liquidated damages for delay (but not as penalty) CONTRACTOR shall pay OWNER the amounts set forth hereafter. 1) Substantial Completion: Two Thousand Three Hundred Sixty Three Dollars ($2,363) for each calendar day or fraction thereof that expires after June 29, 2008 the date for Substantial Completion of the Work until the Work is Substantially Complete. 2) Final Acceptance: After Substantial Completion, Five Hundred Dollars ($500) for each calendar day or fraction thereof that expires after July 13, 2008 the date for Final Payment and Acceptance until the Work is ready for Final Payment and Acceptance. ARTICLE 4. CONTRACT PRICE 4.1. OWNER shall pay CONTRACTOR for performance of the Work in accordance with the Contract Documents in current funds as follows: Three Million Six Hundred Twelve Thousand Nine Hundred Eighty Nine Dollars and Thirty Eight Cents ($3,612,684.04), in accordance with Section 00300, attached and incorporated herein by this reference. 9/12/O1 Section 00520 Page 2 ARTICLE 5. PAYMENT PROCEDURES CONTRACTOR shall submit Applications for Payment in accordance with Article 14 of the General Conditions. Applications for Payment will be processed by ENGINEER as provided in the General Conditions. 5.1. PROGRESS PAYMENTS. OWNER shall make progress payments on account of the Contract Price on the basis of CONTRACTOR'S Application for Payment as recommended by ENGINEER, once each month during construction as provided below. All progress payments will be on the basis of the progress of the Work measured by the schedule of values established in paragraph 2.6 of the General Conditions and in the case of Unit Price Work based on the number of units completed, and in accordance with the General Requirements concerning Unit Price Work. 5.1.1. Prior to Substantial Completion, progress payments will be in the amount equal to the percentage indicated below, but, in each case, less the aggregate of payments previously made and less such amounts as ENGINEER shall determine, or OWNER may withhold, in accordance with paragraph 14.7 of the General Conditions. 90% of the value of Work completed until the Work has been 50% completed as determined by ENGINEER, when the retainage equals 5% of the Contract Price, and if the character and progress of the Work have been satisfactory to OWNER and ENGINEER, OWNER on recommendation of ENGINEER, may determine that as long as the character and progress of the Work remain satisfactory to them, there will be no additional retainage on account of Work completed in which case the remaining progress payments prior to Substantial Completion will be in an amount equal to 100% of the Work completed. 90% of materials and equipment not incorporated in the Work (but delivered, suitably stored and 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. 9/12/01 Section 00520 Page 3 ARTICLE 6. CONTRACTOR'S REPRESENTATION In order to induce OWNER to enter into this Agreement, CONTRACTOR makes the following representations: 6.1. CONTRACTOR has familiarized himself with the nature and extent of the Contract Documents, Work, site, locality, and with all local conditions and Laws and Regulations that in any manner may affect cost, progress, performance or furnishing of the Work. 6.2. CONTRACTOR has studied carefully all reports of explorations and tests of subsurface conditions and drawings of physical conditions which are identified in the Supplementary Conditions as provided in paragraph 4.2 of the General Conditions. 6.3. CONTRACTOR has obtained and carefully studied (or assumes responsibility for obtaining and carefully studying) all such examinations, investigations, explorations, tests, reports, and studies (in addition to or to supplement those referred to in paragraph 6.2 above) which pertain to the subsurface or physical condition at or contiguous to the site or otherwise may affect the cost, progress, performance or furnishing of the Work as CONTRACTOR considers necessary for the performance or furnishing of the Work at the Contract Price, within the Contract Times and in accordance with the other terms and conditions of the Contract Documents, including specifically the provisions of paragraph 4.2 of the General Conditions; and no additional examinations, investigations, explorations, tests, reports, studies or similar information or data are or will be required by CONTRACTOR for such purposes. 6.4. CONTRACTOR has reviewed and checked all information and data shown or indicated on the Contract Documents with respect to existing Underground Facilities at or contiguous to the site and assumes responsibility for the accurate location of said Underground Facilities. No additional examinations, investigations, explorations, tests, reports, studies or similar information or data in respect of said Underground Facilities are or will be required by CONTRACTOR in order to perform and furnish the Work at the Contract Price, within the Contract Times and in accordance with the other terms and conditions of the Contract Documents, including specifically the provision of paragraph 4.3. of the General Conditions. 6.5. CONTRACTOR has correlated the results of all such observations, examinations, investigations, tests, reports and data with the terms and conditions of the Contract Documents. 6.6. CONTRACTOR has given ENGINEER written notice of all conflicts, errors or discrepancies that he has discovered in the Contract Documents and the written resolution thereof by ENGINEER is acceptable to CONTRACTOR. 9/12/01 Section 00520 Page 4 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: 7.2.1Certificate 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. 6 Application for Payment 7.3 Drawings, consisting of a cover sheet and sheets numbered as follows: C001 COVER C002 NOTES AND LEGENDS C003 TYPICAL ROAD SECTIONS - HARMONY ROAD C004 TYPICAL ROAD SECTIONS - ZIEGLER ROAD C010-011 HORIZONTAL CONTROL PLANS C050 DEMOLITION PLAN - KEY MAP C051-056 DEMOLITION PLANS - HARMONY ROAD C057-060 DEMOLITION PLANS - ZIEGLER ROAD C100-105 EROSION CONTROL & DRAINAGE PLANS C110-113 STORM SEWER PLAN & PROFILES C130 SIGNAGE AND STRIPING PLAN - KEY MAP C131-137 SIGNAGE AND STRIPING PLAN - HARMONY ROAD C138-141 SIGNAGE AND STRIPING PLAN - ZIEGLER ROAD C144-147 SIGNALIZATION PLANS C150 PAVING PLAN - KEY MAP C151-155 PAVING PLANS - HARMONY ROAD C156-158 PAVING PLANS - ZIEGLER ROAD C160 JOINTING PLAN - HARMONY & ZIEGLER ROAD INTERSECTION C200 PLAN AND PROFILE - KEY MAP C205-220 PLAN AND PROFILES - HARMONY ROAD C225-234 PLAN AND PROFILES - ZIEGLER ROAD C290-293 INTERSECTION DETAILS C294 DRIVEWAY DETAILS C306-318 CROSS SECTIONS - HARMONY ROAD C322-331 CROSS SECTIONS-ZIEGLER ROAD C600 PAVING DETAILS C601 SIGNAGE AND STRIPING PLANS C602-605 UTILITY/DRAINAGE DETAILS LANDSCAPING PLANS 9/12/01 Section 00520 Page 5 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 2, inclusive. 7.5. The Contract Documents also include all written amendments and other documents amending, modifying, or supplementing the Contract Documents pursuant to paragraphs 3.5 and 3.6 of the General Conditions. 7.6. There are no Contract Documents other than those listed or incorporated by reference in this Article 7. The Contract Documents may only be amended, modified or supplemented as provided in paragraphs 3.5 and 3.6 of the General Conditions. ARTICLE 8. MISCELLANEOUS 8.1. Terms used in this Agreement which are defined in Article I of the General Conditions shall have the meanings indicated in the General Conditions. 8.2. No assignment by a party hereto of any rights under or interests in the Contract Documents will be binding on another party hereto without the written consent of the party sought to be bound; and specifically but not without limitations, moneys that may become due and moneys that are due may not be assigned without such consent (except to the extent that the effect of this restriction may be limited by law), and unless specifically stated to the contrary in any written consent to an assignment no assignment will release or discharge that assignor from any duty or responsibility under the Contract Document. 8.3. OWNER and CONTRACTOR each binds itself, its partners, successors, assigns and legal representatives to the other party hereto, its partners, successors, assigns and legal representatives in respect to all covenants, Agreement and obligations contained in the Contract Document. 9/12/O1 Section 00520 Page 6 OWNER: CITY OF FORT C LLINS By: c DA ATTEBE�RlR�Y� CI �Y(MANAGER By:' JAMES(B O'NEILL II, CPPO, FNIGP RECTOR OF PURCHASING Date: Attest: Vuwa I I I \, City CleCity Cle k Address for giving notices: P. 0. Box 580 Fort Collins, CO 80522 Approved to Form Assi,Xtant tit` Artorney r� CONTRACT ;'LZepsIn By. Kib)04h`� ."-� I I to: UCO a I Attest (CORPORATE SEAL) 4 'y Address for giving notices: Igoe ►I �a: �, I I`1� OAxl 1: nS O S . �l LICENSE NO.: 9/12/01 Section 00520 Page 7 SECTION 00530 NOTICE TO PROCEED Description of Work: 6055 Harmony and Ziegler Road Improvements - Front Range Village Development To: 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 , and , 20 , respectively. City of Fort Collins OWNER By: Title: ACKNOWLEDGMENT OF NOTICE Receipt of the above Notice to Proceed is hereby acknowledged this day of , 20 CONTRACTOR: Lafarge West, Inc. By: Title: 7/96 Section 00530 Page 1 REVISED BID SCHEDULE ADDENDUM 6055 HARMONY AND ZIEGLER ROAD IMPROVEMENTS FRONT RANGE VILLAGE DEVELOPMENT Prepared by: The City of Fort Collins - Engineering - Street Oversizing Program Dated: 61512007 Item # Item Description Quantity Unit Unit Cost Total Cost 2000-16 Dwarf Korean Lilac - 5 Gal. 47 EA 2000-17 Bar harbour Juniper - 5 Gal. 56 EA 2000-18 Hughes Juniper - 5 Gal. 142 EA 2000-19 Icea, Blue Juniper 71 EA 2000-20 Dwarf Yellow Day Lily -1 Gal. 20 EA 2000.21 Feather Reed Grass -1 Gal. 124 EA 2000.22 Variegated Feather Reed Grass -1 Gal. 66 EA 2000.21 Dwarf Fountain Grass -1 Gal. 114 EA 2000.22 Mulching 39190 SF SUBTOTAL: Contract Bond 1 LS 625-01 Construction Surveying 1 LS 626-01 Mobilization 1 LS 630-01 Speclaity Signs 4" letters on 48'Wfl" 27 EA 630-02 Variable Message Boards 20 EA per Da 630-03 T e III Barricades 8 Section 630-04 Traffic Control 1 LS SUBTOTAL: TOTAL PROJECT: $Dollars TOTAL WRITTEN IN WORDS COMPANYNAME SIGNATURE TITLE PRINTED NAME DATE SECTION 00600 BONDS AND CERTIFICATES 00610 Performance Bond 00615 Payment Bond 00630 Certificate of Insurance 00635 Certificate of Substantial Completion 00640 Certificate of Final Acceptance 00650 Lien Waiver Release (CONTRACTOR) 00660 Consent of Surety 00670 Application for Exemption Certificate SECTION 00610 PERFORMANCE BOND Bond No. 6432418 KNOW ALL MEN BY THESE PRESENTS: that (Firm) Lafarge North America, Inc. dba Lafarge West, Inc. (Address) 1800 N. Taft Hill Rd., Fort Collins, Colorado 80521 (an Individ.ual,) (a Partnership), (a Corporati.on), hereinafter referred to as the "Principal" and (Firm) Safeco Insurance Company of America (Address) Safeco Plaza, Seattle, WA 98185 hereinafter referred to as "the Surety", are held and firmly bound unto City of Fort Collins, 300 Laporte Ave, Fort Collins, Colorado 80522 a (Municipal. Corporation) hereinafter referred to as the "OWNER", in the penal sum of Th e ion Len d o nd a ��$ (�*n}7�� in lawful money of the United States, for t_ e 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 TIIIS OBLIGATION are such that whereas the Principal entered into a certain Agreement with the OWNER, dated the 14th day of June 2007 a copy of which is hereto attached and made a part hereof for the performance of The City of Fort Collins project, 6055 Harmony and Ziegler. Road, Improvements - Front Range village Development. 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. 7/96 Se-tion 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 andbe acceptable to the OWNER. IN WITNESS WHEREOF, this instrument is executed in three (3) counterparts, each one of which shall be deemed an original, thisl8thday of June , 2007• — IN PRESENCE OF: Pr ci 1-'Lafarge North America, Inc, dba Lafarge 11) All If 66,11. nl� Z�011 (Corporate Seal) IN PRESENCE DF: (Surety Seal) (Title) 1800 N. Taft Hill Rd. Fort Collins, CO 80521 (Address) Other Partners By: By: Sure Safeco Insurance Company of America By: Sandra E. Bronson, Attorney -in -Fact By:c/o Aon Risk Services, Inc. of PA (Address) 1650 Market St., Ste. 1000 Philadelphia, PA 19103 NOTE:- Date of Bond must not be prior to date of Agreement. If CONTRACTOR is Partnership, all partners should execute Bond. 7/96 Section 00610 Page 2 SECTION 00615 PAYMENT BOND Bond No. 6432418 KNOW ALL MEN BY THESE PRESENTS: that (Firm) Lafarge North America, Inc. dba Lafarge West, Inc. (Address) 1800 N. Taft Hill Rd., Fort Collins, Colorado 80521 (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 the City of Fort Collins, 300 Laporte Ave., Fort Collins, Colorado 80522 a (Municipal Corporation) hereinafter referred to as "the OWNER", in the penal sum of mW.Wn Seven Hundred Thousand and 00/100 Da1larsin lawful money of the United tates, 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 14th day of June 2007 a copy of which is hereto attached and made a part hereof for the performance of The City of Fort Collins project, 6055 Harmony and Ziegler Road Improvements - Front Range village Development. 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. W96 Section 00615 Page 1. PROVIDED, FURTHER, that the said Surety, for value received, hereby stipulates and agrees that no change, extension of time, alteration or addition to the terms of the Agreement or to the work to be performed thereunder or the Specifications accompanying the same shall in any way affect its obligation on this bond; and it does hereby waive notice of any such change, extension of time, alteration or addition to the terms of -the Agreement or to the Work or to the Specifications. PROVIDED, FURTHER, that no final settlement between the OWNER and the CONTRACTOR shall abridge the right of any beneficiary hereunder, whose claim may be unsatisfied. PROVIDED, FURTHER, that the Surety Company must be authorized to transact business in the State of Colorado and be acceptable to the OWNER. IN WITNESS WHEREOF, this instrument is executed in three (3) counterparts, each one of which shall be deemed an original, this 18thday of June 20 07 I ESENCE OF: Principal arge North America, Inc, dba Lafarge �,, Inc. ('Corporate Seal) IN PRESENCE OF: (Title) 1800 N. Taft Hill Rd., Fort Collins, CO 80521 (Address) Other Partners Suret Safeeco Insura ce Company of Arica By: Sandra E. Bronson, Attorney -in -Fact By: c/o Aon Risk Services, Inc, of PA (Address) 1650 Market St., Ste. 1000 (Surety Seal) Philadelphia, PA 19103 .NOTE: Date of Bond must not be prior to date of Agreement. I€ CONTRACTOR is Partnership, all partners should execute Bond. 7/96 Section 00615 Page 2 POWER k OF ATTORNEY KNOW ALL BY THESE PRESENTS: No 5014 Safem Insurance Companies PO Box 34526 Seattle, WA 98124-1526 That SAFECO INSURANCE COMPANY OF AMERICA and GENERAL INSURANCE COMPANY OF AMERICA, each a Washington corporation, does each hereby appoint **"***"***********SANDRA E. BRONSON; RICHARD A. JACOBUS; ANNETTE M. LEUSCHNER; MAUREEN MCNEILL; MARY C. O'LEARY; NANCY K. WALLACE; DOUGLAS R. WHEELER; DARELLA E. WHITE; Philadelphia, Pennsylvania* its true and lawful attomey(s}in-fad, with full authority to execute on its behalf fidelity and surety bonds or undertakings and other documents of a similar character issued in the course of its business, and to bind the respective company thereby. IN WITNESS WHEREOF, SAFECO INSURANCE COMPANY OF AMERICA and GENERAL INSURANCE COMPANY OF AMERICA have each executed and attested these presents this 3rd day of January 2006 STEPHANIE DALEY`W✓ATSON.SEGRETARY MIKE PETERS PRESIDENT SURETY CERTIFICATE Extract from the By -Laws of SAFECO INSURANCE COMPANY OF AMERICA and of GENERAL INSURANCE COMPANY OF AMERICA: 'Article V, Section 13. - FIDELITY AND SURETY BONDS ... the President, any Vice President, the Secretary, and any Assistant Vice President appointed for that purpose by the officer in charge of surety operations, shall each have authority to appoint individuals as attomeys-in-fact or under other appropriate Was with authority to execute on behalf of the company fidelity and surety bonds and other documents of similar character issued by the company in the course of its business... On any instrument making or evidencing such appointment, the signatures may be affixed by facsimile. On any instrument conferring such authority or on any bond or undertaking of the company, the seal, or a facsimile thereof, may be impressed or affixed or in any other manner reproduced; provided, however, that the seal shaft not be necessary to the validity of any such instrument or undertaking' Extract from a Resolution of the Board of Directors of SAFECO INSURANCE COMPANY OF AMERICA and of GENERAL INSURANCE COMPANY OF AMERICA adopted July 28. 1970. 'On any certificate executed by the Secretary or an assistant secretary of the Company setting out, (1) The provisions of Article V, Section 13 of the By -Laws, and (ii) A copy of the powerofattomey appointment, executed pursuant thereto, and (fill Certifying that said power-ofattomey appointment is in full force and effect, the signature of the certifying officer may be by facsimile, and the seal of the -Company may be a facsimile thereof.' I, Stephanie Daley -Watson , Secretary of SAFECO INSURANCE COMPANY OF AMERICA and of GENERAL INSURANCE COMPANY OF AMERICA, do hereby certify that the foregoing extracts of the By -Laws and of a Resolution of the Board of Directors of these corporations, and of a Power of Attorney Issued pursuant thereto, are true and correct, and that both the By -Laws, the Resolution and the Power of Attorney are still in full force and effect. IN WITNESS WHEREOF, I have hereunto set my hand and affixed the facsimile seal of said corporation this 18th day of June . 2007 S-09741DS 4105 �rµlaui .l��ayl�t/�o3.uix-� STEPHANIE DALEY-WATSON, SECRETARY Safeco® and the Salem to90 are registered trademarks of Safeco Corporation. WEB PDF SAFECO INSURANCE COMPANY OF AMERICA FINANCIAL STATEMENT—DECEMBER31, 2006 Assets Liabltities Cash and Bank Deposits........... ............................ $ $6,659,875 Unearned Pntniurm................... ........................... $ 706,885R99 *Bonds —U,S Govcrnment............ .................... ......... 134,111,814 Reserve for Claims and Claims Expense ................... 1,563,240,516 Funds Held Under Reinsurance Treaties. .... ......... 139,204 *OthcrBonds........................................................... 282026,707 Reserve for Dividends to Polieyholders......................... 2,116,676 *Stocks.................................................................... 523,881,54S Additional Statutory Reserve................................ _ Real Estate .................................. ...................... 0 Reserve for Commissions, Taxes and Other liabilities ........................................... 1,094254 631 Agents' Balances or Uncollected Premiums .................626,775,%2 Total._«««_«._«_..«_««_« --------- 53,304M,426 Accrued Interest and Rents .................................... 40,188,467 Odier Admitted Assets ................. ........................ - 289.094,036 Total Admitted Assets ...«.«.««««_«.«««««« c4522 r!i33d9 Special Surplus Funds...... $ (504,853) Capital Stock. ............................... 5,O 000 Paid in Surplus..........................—.260,56021 Unassigned Surplus ................... SMW955 Surplus toPolleyhddtrs------------- _ W55A01A23 Total Liabilities and Surplus«..«_«.««««««._«« $4 M M 42 * Bonds arc stated at amortized or investment value; Stocks at Association Markct Values. Securities canned at $124,431,457 are deposited as mquircdbylaw. I, TIM MIKOLAJEWSRI, Senior Vice -President of SAFECO Inuumce Company of America, do hereby certify that the foregoing is a true, and comet statement of the Assets and liabilities of said Corporation, as of December 31, 2006, to the best of my knowledge and belief. IN WITNESS WHEREOF, I have hermmto set my hand sad affixed the scal of said Corporation A Seattle, Washington, this 1st day of Mauls, ""I :EA", Senior V icc-President S4262a s err ®A reQeacWVaoamaX or SMECO Capaadat SECTION 00630 CERTIFICATE OF INSURANCE CONTRACTOR shall insert his own standard form for Certificate of Insurance. 7/96 Section 00630 Page 1 Aon Risk Services, Inc. of Pennsylvania 1650Lmarket ibery Street suite 1000 Philadelphia PA 19103 USA TxsuLucD "—� L2H7;i North America Inc. and its subsidiaries 12950 world ate Drive, suite 500 Herndon VA 20170 USA CERTMICATE Is ISSUED As A MATTER OF INFORMATION orl CONFERS NO RTGH7S UPON THE CERTIFICATE HOLDER. THIS rMCATF DOES NOT AMEND, EXTEND OR ALTER THE ZRAGE AFFORDED BY THE POLICIES BELOW. INSURERSAFFORDTNC COVERAGE NATC # WSURERR National Union Fire insuranceCoof VT 0162AL TNSURFRC. InsuranCe Company of the State of PA 23S19429 rNSURekD; Illinois National Insurance CO 19 '"MR E: PFTHE PDL]CJrs4 OP INSURANCE I,IST):p BELOW HAVE Bm issum TO THE INSURED NAMED ABO CT OR OTHnVE FOR Tr•TP, POLJcv PERIOD INDICATkD. NOTly1THSTANDMG 7AM,THE INSURANCE oPPORb BY THEPO ICIE4ND gC1(iBBD DOCLUENT WIr}r RESPECT TO WHICH THIS CERUMATE MAY BE ISSU, OR MP..V AGGREGATE LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS O SUBJECT TO ALL THE TI?RMS, EXCWSIONS AND CONDITIONS OF SUCH POwCIPS. PER ADIr Tk 1 TyPD OS rNgURANCR POLICYIV(IMBRR POLICVFprffi p7tJCVEXPIRATION A DATS(M"TAYV) DATR(MMBTAy:) LIMITS 221111 LIABILrrY 07/01/075836153 (YA) CDMMERCREGPNFRN,LInBp, Ty / EACH OCCUwwn:I08 92,000, U AIMS MADE El OCCUR OHMAGE TO RENTED $500, PRDMIRRR rR..,.,...e.... L. l PERSONAL A ADV 111 $2,000, 024L AGGAIii LIMIT APPLIES PER, (IENF.RALAGORFOATE $2,000, POLICY PRO. © � JECf ❑ t.(IC IrRODLCTS• COMPMP AGO S2,000, A A A(rTOMOBILBLIARLLPIY 6074990 (AOS) ANYAUTO 6075856 (MA) 04/01/07 07/OJ, 07 / 07 COMBINED STNOLE LIMIT A X nLt- OWNED nurp3 60755 E075858 (OR) (VA) 04/01/07 07/01/07 Nft" ilbml $2.000,( SCnDpTILEp AUTOS 04/01/07 07/01/07 BODILY INJURY HIRFO AUTOR (Pa n"nan) X NON OWNED AUTOR BODILY INJURY (Pcneem,t) PROPDRTY DAMAGE GARAGE LIABILITY ANY AUTO .AUTO ONLY . EA ACCIDENT rMMR THAN EA ACC RXCP$q NMBRRI.LA LL{BII.iTY AUTO ONLY: Ei OCC(Rt ❑ CI-A1M6 MADE n[jD 15ACTI OC(3lRRENCE AUOROGATE BDJD UCTMIX RDTPNnoN c A WORKERS COMPENSATION AND 05 0 CMPTAYkRgr LIABILITY 2021411 (CA) 04/01/07 07/01/07 X We STATE- 0TT1. A ANY PROPRIETOR/)ARTNER/EXECUTIVE 2921412 (PL) UMCFR/MEMBER EXCLUDEDa 2021413 (LA,etC) 04/01/07 07/01/07 Rl. EACH ALr.IOBNT SI,000,Od D C Iryu, Ammtee TRd[, sreclnL naovlsrpxs Miw 292141E (Mx) 2921415 (N7) 04/01/07 04/O1/07 07/01/07 07/01/07 D.L. msFAsB•Dn EMPLovDe E2,000,00( 04/Oi/07 07/01/07 F.L DTSEARFPOLICY Ll.B S2,000,00( OTBER -_. OF FORT CO - ,CHASING =��warvrva nuuxu RYFNDORSEMP.NnSI'DCIAL COLLINS PURCHASING DEPARTMENT I5 ADDITIONAL INSURED (EXCEPT ON WORKER5' COMP) A5 RESPECTS OPERATIONS E NAMED INSURED WHERE REQUIRED BY WRITTEN CONTRACT, City of Fort CO"In5 Purchasing Department SHOULD ANY OFTHS ABOVE OFSCRIB®POWCIfiS 21CANCDLLEb RETORD THE FXNRATION 215 N Mason St. and FIOOr DnTE THEREOF rHF ISSUiNO INSURER WB.4 ENDDAYDR. TO MAIL PO BOX $80 3D DAYS WRTM'�N NO'rICG To rNB CDRnflCATD aOLbkR NAMED T rill Fort Collins CO $0522 USA WANYB•,(RIg TG pC]9D SHALL IMPOSE NO ORLIGAnON OR LIAlI1LITY LPPT, IIF ANY R1tvO UPON THE rNSURER,rn nGD, OR REPRGSLATnnypS. AUTffOt(t2ED REPRtjgQxTATtW llV.�{>3�I;�lIiMRB%91'riilOBltl4f:;9'tYVwnvn vxn,:m:• ,.....,....,...,.,..__.._... ..__.. _ `-"-"ter �tiCr a. I U 0 Attachment to ACORD Certifaeate for Lawarge North .America M. 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). ibis attachment does not contain all terms, conditiona, coverages or exclusions contained in the policy. INSURED Lafarge North America Inc. and its pbsidiaries 11950 Word ate Drive, suite 500 Herndon VA 20170 USA ADDIT70NAL POLICIES INSURER INSURER INSURER INSURER It a policy below does not includ certificate form for policy limits. rofcr to the colrespondina policy on the LTA R L ADD'L DISRD I TYire OF INSURANCE POLICYNUMa1SR POLtcY DLSCRIlRTON POGCY XMC IVZ DATE roWCY EXPIRATION DATE LIMITS WORKEIS COMPENSATION e 2921416 (OR) 04/01/07 07/01/07 C 292141 (WI) 04/01/07 07/01/07 ADDED BY M OORSEWNTISPnCIAL PROVISIONS s'11 7a 17717711 ADDENDUM No. 1 SPECIFICATIONS AND CONTRACT DOCUMENTS Description of Bid: 6055 Harmony and Ziegler Road Improvements Front Range Village Development OPENING DATE: 3:00 P.M. (Our Clock) June 12, 2007 To all prospective bidders under the specifications and contract documents described above, the following changes are hereby made. SPECIFICATIONS AND CONTRACT DOCUMENTS I. Median Landscape and Irrigation Plans: Plans are now available for the median landscaping and median irrigation. Available online at: https:/Iorder.e- arc.com/arcEOC/PWELL Proiect main asp?pub= and at Mercury LDO, 422 South Link Lane, Fort Collins, CO, 80524. The new plan sheets are as follows: - L1.1 — Landscape Plan - 1-1.2 — Landscape Plan - 1-1.3 — Landscape Plan - 1-1.4 — Landscape Plan - L1.5 — Plant List and Notes - IR1.1 — Irrigation Plan - IR1.2 — Irrigation Plan - IR1.3 — Irrigation Plan - IR1.4 — Irrigation Plan - IR1.5 — Irrigation Details II. Bid Tab clarifications: Addendum #1 includes a revised Bid Tab that reflects the Median Landscaping Quantities and Irrigation Tap/Service sizing. If you have any questions please contact John D. Stephen, CPPO, CPPB, 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. 215 North Mason Street • 2n" Floor n P.O. Box 580 n Fort Collins, CO 80522-0580 n (970) 221-6775 • Fax (970) 221-6707 www.fc2ov.com SECTION 00635 CERTIFICATE OF SUBSTANTIAL COMPLETION TO: CITY OF FORT COLLINS (OWNER) DATE OF SUBSTANTIAL COMPLETION: PROJECT TITLE: 6055 Harmony and Ziegler Road Improvements - Front Range Village Development PROJECT OR SPECIFIED PART SHALL LOCATION: Fort Collins, Colorado INCLUDE: OWNER: City of Fort Collins CONTRACTOR: Lafarge West, Inc. CONTRACT DATE:June 14, 2007 The Work performed under this contract has been inspected by authorized representatives of the OWNER, CONTRACTOR, and the ENGINEER and the project (or specified part of the project, as indicated above) is hereby declared to be substantially completed on the above date. A tentative list of items to be completed or corrected is appended hereto. This list may not be exhaustive, and the failure to include an item on it does not alter the responsibility of the CONTRACTOR to complete all the Work in accordance with the Contract Documents. ENGINEER AUTHORIZED REPRESENTATIVE DATE The CONTRACTOR accepts the above Certificate of Substantial Completion and agrees to complete and correct the items on the tentative list within the time indicated. By: CONTRACTOR AUTHORIZED REPRESENTATIVE DATE The OWNER accepts the project or specified area of the project as substantially complete and will assume full possession of the project or specified area of the project at 12:01 a.m., on The responsibility for heat, utilities, security, and insurance under the Contract Documents shall be as set forth under "Remarks" below. CITY OF FORT COLLINS, COLORADO By: OWNER REMARKS: AUTHORIZED REPRESENTATIVE DATE 7/96 Section 00635 Page 1 SECTION 00640 CERTIFICATE OF FINAL ACCEPTANCE TO: Lafarge West, Inc. Gentlemen: 20 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, 6055 Harmony and Ziegler Road Improvements - Front Range Village Development. 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 In conformance with the Contract Documents for this project, your obligations and guarantees will continue for the specified time from the following date: Sincerely, OWNER: City of Fort Collins By: Title: ATTEST: Title: 7/96 Section 00640 Page 1 SECTION 00650 LIEN WAIVER RELEASE (CONTRACTOR) TO: City of Fort Collins, Colorado (OWNER) FROM: Lafarge West, Inc. (CONTRACTOR) PROJECT: 6055 Harmony and Ziegler Road Improvements - Front Range Village Development 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, 7/96 Section 00650 Page 1 employees, servants, agents or assigns against the project or against the OWNER or its officers, employees, agents or assigns arising out of the project for all loss, damage and costs, including reasonable attorneys fees, incurred as a result of such claims. 5. The parties acknowledge that the description of the project set forth above constitutes and adequate description of the property and improvements to which this Lien Waiver Release pertains. It is further acknowledged that this Lien Waiver Release is for the benefit of and may be relied upon by the OWNER, the lender, if any, and Surety on any labor and material bonds for the project. Signed this day of , 20 CONTRACTOR: Lafarge West, Inc. 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 7/96 Section 00650 Page 2 SECTION 00660 CONSENT OF SURETY TO: City of Fort Collins, Colorado (hereinafter referred to as the "OWNER") CONTRACTOR: Lafarge West, Inc. PROJECT: 6055 Harmony and Ziegler Road Improvements - Front Range Village Development CONTRACT DATE: In accordance with the provisions of the Contract between the OWNER and the CONTRACTOR as indicated above, for (Surety) on bond of hereby approves of the Final Payment to the CONTRACTOR, and agrees that Final Payment to the CONTRACTOR shall not relieve the Surety Company of any of its obligations to the OWNER, as set forth in the said Surety Company's Bond. IN WITNESS WHEREOF, the Surety Company has hereunto set its hand this day of , (Surety Company) M ATTACH: Power of Attorney and Certificate of Authority of Attorney(s)-in-Fact. 7/96 Section 00650 Page 3 SECTION 00670 APPLICATION FOR EXEMPTION CERTIFICATE DR 0172 (12nB) COLORADO DEPARTMENT OF REVENUE DENVERC060261 (303) 232-2416 CONTRACTOR APPUCATION FOR EXEMPTION CERTIFICATE Pursuant to Statute Section 39-26.114(1xa)p" DO NOT WRITE IN THIS SPACE The exemption certificate for which you area pplying roust be used only for the purpose of purchasing construction and building materials for the exempt project described below. This exemption does not Include or apply tothe purchase or rental of equipment, supplies, and materials which are purchased, rented, or consumed by the contractor and which do not become part oft he structure, highway, road, street, or other public works awned and used by the exempt organization. Any unauthorized use oft he 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 oft he subcontractors. (See reverse side). FAILURE TO ACCURATELY COMPLETE ALL BOXES WILL CAUSE THE APPLICATION TO BE DENIED. No. to be assigned by Period 0170-750 (999) $0.00 89istratoniAccom CONTRACTORINFORMATION fade name/ H UmnI banner or oorpmale name: Mailing address (City. State,Zip). Contact Person E-Mall address. Federal Fmployer s Idembi cation Number Bid amount for your contract ax um er. Business Waphone number mnlldmg tax account number E CEMPTIQN INFORMATION CaQ� of•contraetor agm seentpages (1) Identifying the contracting parties - f and (2) containing signatures of contracting parts must be iattached. Name of exempt organization (as shown an contractFemplorganlzabon's number. 98 - Address of exempt organization ity, StateZip). Principal contact at exempt organization Principal contact's telephone number. Physical location of project site (give actual address when applicable and uues and/or County (es) where project Is located) Soheduletl I U., ear Esnman ad M.1h Jay Va., constmwon start date: mmpletion date. If declare under penalty of perjury in the second degree that the statements made in this application are true and complete to the best of my knowledge Signature of owner, partner or corporate officer be of cmpodra-3111c5r: a UO NO VVKIIE BELOW THIS LINE 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 exam ption to subcontractors. Only prime contrac- tors 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 succeed- ing 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 CONDMONS 5 163WI-1, CONSTRUCTION CONTRACT These GLNEWU CONDITIONS have been developed by using the SI-ANDARD GENERAL CONDITIONS OF TIE CONSTRUCTION CONTRACT prepared by the Engineers Joint Contract Documents Cammitice, EXI)CM), 1910-N (1990 lidmon),asn hase Changes to that document are shown by underlining text that has heen added and sirikirn, thi-cnigh text that has been deleted, FJCDC Cjl-',NT-PAl, CONDITIONS 1910-9 (1990 T,-,DITION) WITH CITY OF FOVF COLLINS MODIFICATIONS (REV 9/99) Article or Paragraph Number & Title TABLE OF CONITNTS 01GENFRAL CONDFRONS Page Article or Maragraph lumber Number &- Title 1. D E M-1 'I T I \S .... . ... ......... I I Addenda 1 _^ Agreement ................... ...... 13 Applicaition for Payment 14 Asbestos 1.5 Bid 1 6 Bidding Documents, 17 Bidding Requiremems. Lis Bonds 19 Chaneccr ��d 1.10 Contract Documents 1.11 Contract P600 1,12 Contract Times--, ... . ............. I Il (XKTRACTOR 1.14 Lis Drawings.... 1.16 Effective Date of the Agreement 1 1.17 EN(3fNTFR I IN ENGINMERs Consultaw . .... .. ... I'll) Field 110 Gencral Requircmcnts.... 1.31 Hazardous Waste 1, a Laws and Regulations, Laws or Regulations. ..... I,'-,h aNN Legal 11ohda.s. . .. . .. . . ....... 1 2_� Liens 1 1 -4 Milestone 1.2i Notice of Award Notice to Proceed- ................... L27 MNER 2 1 29 Partial UltiflizHtion .2 1.29 PCBs._. 2 1,3t) Petroleum 131 Project 132.1 Radioactive Matet ml, I 31h Regular Working Hours ....... . . ..... . ... 1,33 Resident Project Representative 134 3 Samples_ ....... . 1,35 ..... Shop Drawings, 2 I 3o Specifi=ions ..................................... 2 137 Subcontractor 2 138 "uhstmitial Completion 1.39 Supplemenuiry Conditions 1.40 Supplier. . ...... .... 2 141 Underground Facilities 1.42 Unit Price Work, 3 1,43 Work 3 144 WlrL Change Directive, 1,45 Written Amendment, M Page Number 2 PRELI%,Ir-\,.,\RY %,kATTERS 2.l Delivery of -Bonds—, 1-2 Copics, of Documents,... ....,..,......,._3 Commencement of( Contract Times: Notice to Procced 3 2.4 Starting the Work_ ....... ... 3 2. ;-2 7 Before Starting Construction, CONTRACTOR'S Responsibilay to Report, Prelim mar%, 9cheddes, Delivery of Certificates of Insurance 3-4 2.8 Preconstruction Conference 2.9 Initially AmeptabltSchedules, .- I. CONMACT D0CU\EN7S 1N7ENT7 AMEN -DING, 4 3 1-3,2 Intent 4 3.3 Reference it, Standards and Speci- ficati(ins of -Technical Societies Reporting and Resolving Dis- crepatic icy ....................... ... ... 4.l; 34 Intent of Certain 'Perms or Adjectives . .... .......... 3.5 Amending Contract Doccalents''. 0 Supplementing Contract Documents 3.7 Reuse of Documents 4 AVAILAPIt,I-I Y Of- LANI)Si SUPSURFACE AND Pli YSICAL CONDITJONS: REFERENCE POTNTS 5 4.1 Availability Of Lands 4,2 Subsurface and Physical Conditions 411 Reports and Drawings ........... P 4,2 2 Limited Reliance bv CONTRA(' - TOR Authorized, Technical Data 6 4,23 Notice of Differing Subsurface or Physical Conditions-- .... 4.2 4 I—NMEN FFR's Revitnv 6 4-2. i Possible Contract Documents Change 6 4.2.6 Possible Price and Times Adjustments._ , __ __ .... 6_7 443 Physical Conditions-4:nderground ............... -1-7 1 Shmvn or Indicated 7 43-2 Not Shown or Indicated _7 4.4 Reference Points, 1:X'LX'QiN1-,KAL CONIN 1 IONS 19](1-8 Q9$",- 11H I [ON I W 0TY OF FORT COUP"SMODIFICATIONS (RFV 999) 6055 Harmony and Ziegler Road Improvements Front Range Village Development Addendum #1 Revised Bid Schedule Prepared by: The City of Fort Collins - Engineering - Street Oversizing Program Dated: 5115/2007 Item # 201-01 Itam Description Clear and Grubbing quantl 1 Unit LS Unit Cost Total Cost 202-01 Remove Curb and Gutter 7 3555 LF 202-02 Remove Sidewalk 14297 SF 202-03 Remove Asphalt - Full Depth 4"-8" 17320 SY 202-04 Profile Milling 3320 SY 202-05 Remove Tree -48"+Diameter 4 EA 202-06 Remove Tree 24" Diameter 1 EA 202-07 Remove Pie 460 LF 202-08 Remove Inlet 2 EA 202-09 Remove Existing FES 5 EA 202-10 Remove Concrete Channel 320 LF 202-11 Remove Leech Field and Sceptic Tank 1 LS 202-12 Remove Area Inlet - 1 EA 202-13 Remove Irrigation Structure 1 EA 202-14 Remove Existing Hydrant per FCLWD Space 1 EA 202-15 Remove Headwall 2 EA 202-16 Remove Gate 5 EA 202-17 Remove Retaining Wall 2 EA 203-01 Unclassified Excavation 1083 CY 203-02 Embankment -CIP 12720 CY 203-03 Borrow Suitable Fill 11637 CY 203-04 Topsoil (Striping, Stockpiling, and Placing) 6696 CY 203-05 Import Screened Topsoil 6" in Parkway Areas 667 CY 203-06 Median Fill - 60/40 Mix 2903 CY 203-07 S Iashbloclk/Hardsca Shaping -CIP 30513 SF 203-08 Flowfill Over Shallow Utilities 407 CY 203-09 Muck Excavation - CIP 200 CY 206-01 Structure Excavation 267 CY 206-02 Structure Ball On -Site Material 267 CY 206-03 Filter Material - 1 12" Washed Rock 65 TON 208-01 Erosion Control 1 LS 210-01 Adjust Manhole Ring/Cover 15 EA 210-02 Adjust Valve Box 10 EA 210-03 Modifv Manhole 4 EA 210-04 Relocate PRV Vent.per FCLWD Specs 1 I EA 210-05 Relocate Meter Pit 4 EA 210-06 Relocate Fire Hydrant 1 EA 210-07 Relocate CP Test Station 7 EA Article or Paragraph Npc Article or Paragraph Pace Nurn her X- Title Numhcr Num her aL Title Nunther 41 Asbestos. K-'Bs- Petroleum - Hazardous Waste or Radioactive Material. -I. 7-8 5 BONDS AND INSURANCE 8 5.1-5.2 Performance, I)ayrnent and Other Bonds 8 5,3 Licensed Sureties anti Insurers:. Certificatesof Insurance 8 5 4 CONI RACTOR's LiabilitV Insurance- ..... ... ....... 9 OH NER's Liability insurance, ... .... ...... ... , 9 6 Property Insurance . 9_10 5.7 Boiler and Machinery or Addi- tional Property Insurance......... . . _10 5,8 !\Once of-Caraccliation Prommon 10 5.9 CONTRACTOR'S Responsibility for DeJuctible Amounts III 5-It1 Other Special Insurance 5,11 IN aiver of Rights .-12-;I' Receipt and Application if Insurance Pi occeds; ........... . ..... Jo- 11 5,14 Acceptance of Bonds and Insit- ancet Option to Replace__.._,._.. 5.15 Partial Ulilization--Propert.v Insurance........._..__...___ 6, CONI kA(-1 OR'.S RliSpONSIBILITIHS 61-62 Supervision and Superintendence ....... 11 63-6 5 Labor, Materials and Equipment 0.6 Progress Schedule.,, 6.7 Substitutes and "Or Equal" Items. CON'TR,ACTOWs Expense- Suhstitute Construction Methods or Proccdurcs. ENGINEER's Evaluation 12-13 6.8-6 11 Concerning Subcontractors, Suppliers and Others. Waver or Rights p ........... _13-14 6 12 Patent Fees and Royalties... . ............. _1 4 6.13 Permits 14 614 laws and Reetilalions 14 6. 1; Taxes'. 14-15 6.16 Use Of Premism 617 Site Cleanliness 15 &18 Safe Structural Loading, ........... 15 6.10 Record Documents 6,2() Satety and Protection 15-16 6.21 Safety Representative 16 6, Ha7mird Cornmunicrition Prcmgrams, lo 6,23 Emenvencies'.1- .11 624 Shot, Drawingsand Samples ... ......... J6 H 625 Submittal Proceedures, CON- TR-ACTOR'.% Rev iem Prior to Shor, Drawing or Sample Submittal 16 6.26 Shop Drawing & Sample Subnw- itils; Review by ENGINEER, 16-17 6 _27 Responsibility for lvanatrom Front Contract Documents 17 6_'Y8 Related Work Performed Prior to ENGINE ' FR's Review and Approval of Required Submittals 17 6-29 Continuing the Work, 17 6.30 CONTRACTOR'S General Warranty and Guarantee 17 6.31-6 1.1 Indemnification 17-I8 ti34 survival of Ohllgations_.., ... ..... . _18 7 OTIIER WORK IS 7-1-73 Related Work at Site 74 Coordination 9 OWNER'S RFSPONSIBILrr1ES 8.1 Communications in t ON TRACTOR 8.2 Replacmiient of ENGINEER, 18 8 3 Furnish Data and Pity Promptly "'hen Due IN 8A Lands and Easements, Reports and Tests 19-19 8.5 Insurance, . ...... . 8.6 Change Orders. 87 Inspections, Tests and ,Approvals..... .............. 19 8 9 Stoll or Suspend Work, Terminate CONTRA(' , ["OR's Services 19 K9 Limitations on OIt NER'S Responsibilities ...... ... .... _19 8,10 Asbestos, PCBs, Pcmoleurn. Ha7mrdou% Waste or Radioactive Material 19 8.11 Evidence of Financial ArTanizements.l. 9 ENGINEERS STATUS DTIUNG CONSTRI,rTION 10 91 ()WNhR's Representative 19 9,2 Visitstositc 19 911 Project Representative . . ....... 19-2-1 4.4 Clarifications and Interpre- tations Authorized Variations in Vbrk LAW UENERV, CON DII IONS 1910-811990EDITION) lw/ CITY OF FORT COLLINS MODIFICATIONS (RFX9'99) Anicic, or Paragraph page Article or Paragraph Page Number & T'itic Number Number & Title Number 96 RejectinaDelechreWork_ ... .,........ ... 21 93-12 9 Shop Drawings- Change Orders and Payments....................................21 9_to Determinatims for Unit Triers 9.11.9.12 Decisions an Disputes, 6NCrl- NEERasInitial lnwrpretcr_. 12 9.13 Limitations on ENGTNtEER's Authority and Responsibilities 2,23 C1�I.ANGES IN THE WORK ........................................ 23 1O.1 OWNER's Ordered Change.........._.... 23 14_ 10.2 Claim for Adjustment_._ .......... _23 10.3 4iCAN'ot Rie(Juired bV Contract Documents ....... _ ..............._......''_a 104 Change Orders_.,., ._.._........_21 10i Notification of Surety 23 CHANGE OFCONT'R.ACT PRICFi...______..__...._.__".3 11,1-11.3 Contract Price -Claim Ron Adjustmenl. Value of the Work 23-24 11 4 Cost of the Work...........................24-2i l l .? F_sclusions to Cost of the Work 25 11 n C'ONTRACIOR's Fees_.__...___..__.___.=5 11.7 Cost Records____.. 11.s Cash Allowances.......... _.............__..26 11.9 Unit price Work, MANGE OF CONTRACT TLMES ............................'6 12.1 ("'faim for Adjustment ^_6 12.2 Time of the Essence ............................ 26 12.3 Delays Beyond CONT RAC'OR's Control .............. _ ._. ....... . 2C,-27 12 4 Delays BLyond OWNTF.R's and CO\'TRvCTORs Control ................. ^_7 TESTS:40N'D INSPECTIONTTS. CORRECTION REMOVAL OR ACCEPTANCE OF DEEEC7i1-L• W'ORK_. ................._.__...... .._.27 BA Notice of DefecLs ...... ........ .................. 27 13 2 Acc s-s to the Work _ _ _ 7 I.i 3 T esLs and lnspccttons; CONTRACTOR's Cooperation.... .'27 13.4 OWNER's Responsibilitics: Independent 'I"eating Laboratory_..._,27 13.5 CONTRACTOR's Responsibilities_.'7 1, 6-13.7 Covering Work Prior to Inspec- tion. Testing or Approval _.,,..27 13 8-13.9 Uncovering Work at E'NGI NEEWs Request_ ... ... _....... 27-25 13 10 01A,"NER Ivinq Step the Work ...,. ...... 29 11111 Correction or Removal of Defective Work ........... ......... & 13.12 Cmectitn Periud __.. 'S 13.1 3 Acceptance of efoctiive Work__ _ 2s €3.14 OWNER May Correct Defective Work 28-'_9 PAYMFNIS 1'0 CONlRAC fOR AND CONIMIEFIO _ .._......._.__._.-.._.----._.29 14.1 Schedule of Values._.. 29 14.2 Application for Prci Tess Payment._ _... 14.3 , , . _. .. ......_29 CON] RACTOR's Warranty of Title 29 14.4-14.7 Review of Applications for progress Payments;_ ...?9-3i1 14.5-14.9 Substantial Completion .................. 3i1 14,10 Partial Utilization . _ _. _ .30-31 14.11 Final Inspeetica(,,„ 1 14.12 Final Application for Payment, ..... ,.31 14.13-14.14 Final Pavm ent and .Acceptance..,..... 31 14.15 Wuivcr of Claims __._.... .... _.31-3_ I SI _NPENSION. OF WORK AXD TERMINATION_ ..... _._ ....... ............. ... _32 151 OW KER whir Suspend Work_ ....... .32 15,'-15A OWNER MacTcrminatc, ___y2 15.5 CON TILACTOR May Stop Work or Terminate 3'-33 16. DISM7F.. RESOMITION .33 17. 441 SCF:L.I..ANE01O S 33 IT] GivineNouce .. .......... ....i3 17.2 Computation of'I'imcs_._,.,, ...._...33 17.3 Notice of Claim ............................... 33 17.4 Cumulative Remedies ................... 33 17.5 Professional Fees and Court Costs Included. _.._... 3? I T6 .Applicable State Laws_......_..__33_34 Intentionally left blank_ ..___....._.__... 35 E_VlfBIT GC -A (Optional) Dispute Resolution Agreement _..... _... GCAI 16.1-160 Arbitration.....__.____...____ GC -AI 16.7 Mediation_ _---_...._. .GC -AI IV iR'DC' GENERAL COMATION', 1910-S OTX., EDIT ION w CITY OF FORT COLI.INS MODIFIC'.ATIONS (REV 9'99t TNDFX TO CTNERAI. COMMONS City of Fort Collins modifications to the General Conditions of the Construction Contract are not shown in this index Article or Nragrapb Number Acceptance of - Bonds and Insurance..... ...... .......................... ..'.14 dejec6ve Work _ WA 1, 13.5, 13.1.3 final payment-1_.-,, 111 12 14,15 insurance, __........... _.......,.__....... ..... .... 5.14 other, Work, by C'C.)NTRACTOR _.. 733 Substitutes and "Or -Equal" Items__ Work by MIN FR _.............. ..... ; 5. 0.30 634 Access to the- Lands.OW"NER and CONTRAC. FOR responsibilities_. .... _.. ...... _.. _4.1 site,. related Work, _._..... __._......_..._....__..__._T2 Work, __.. .....__........._13.2, 13.14, 14.9 Acis or Omissions--- -kets and Omissions-- CONTRACI C)R _. _.. 6.9.1, 9A33 FVGIN,F,FR _-,--6.21t-9.13.3 OWNER _ . _ _ f .2ii. 8.9 Addenda --definition of (also see definition of Specifications, _._ f 1 6, 1, tO, 6,19). 1.1 Additional property Insurances., .... .. ... ................. 5.7 Ad . j tments-- Contract Price or Contract Times_._.. ..._.._.....1.5. 3.5, 4.L 43.2. 4.5.2. 9 4.. 95, 101 2-10 4- In ogress schedulc___.. 6,6 Agreement -- definition of ........................................ .......I "All -Risk" insurance. polio,- form _ 5.6 Allowances Cash ._.... _ __.. 11 S Amending Contract Documents..._._._ .__..... 3.5 Amendment, Written -- in general.. __....1.1o, 1.45.. 35, 5. 10, 512.. 6.6_2 .......................... .8.2, 6.19, 10.1, 1114, 11,2 _.. _....._..__.._............. 12.1, li-12,2, 14.7.2 Appeal, OW'N1iR or CONTRACTOR intent to.,9.109.11, 10.4. 16,2, 16.5 Application for Payment-- _ definition of FNGINMRR'sResponsibility ,,,,,_, 9.9 final payment_.___.... c71-,4.9.1, 14.1'-1415 in general _. _. 2 S. 9. 5.6.4. 9.10. 15.5 progress payment, 14.1-14.7 reviewof..... _. 144-147 ,Arbitration Asbestos -- claims pursuant thercto . ..... 4.5 1 4 3 3 CONTRACTOR authorized to stop Work ._._.,_4, definition of 1,4 Article or Paragraph Numhr OWNER responsibility for,,.. „ 4_5A, S_ 10 passible price and times change 4.5.2 Authorized Variations in W'orl,,,,._-3.6. b 25. 6 27, 95 Availability of Lands 4.1, 84 Award. ?notice of --defined Before Starting Constructirnt....... .... .,........... .......�_5-2.8 Hid -definition of _._.. _. __ - 1.5 (1 1, 1 10, 2.31 3.3, ...._.. 4_2.6.4,6.13. 11.4.3, 11.9.1) Bidding I)QCU111en1s—definition of ._._ 1.6(6.8.2) Bidding Requirements --definition Of_................._.........._...... 1 7 (1 1, 4.2 6.2) Bonds -- acceptance of 5 14 additional bonds-,- ._ 10.5. 11.45.9 Cost of the Work„_. __..._11,5.4 definition of _.`-- 1.8 deliveryof .......... ................................ ........ _'_. final Application for Payment 14.12-14.14 general ................... ......... .....1.If7, 5.1-5-3, 5,13, _ .__ ...... 9.13. RO, 14.7.E Performance, Payment and Other __,__5.1-5.2 Bonds and Insurance -in general ......_.........._.. __..' Builder's risk "all-risk" policy form. _.. Cancellation Provisions, Insurance,,,__. 34. 11, 5.8, 515 Cash AI bR'ances..........._....................................... 11.8 Cettificute of Substantial Completion__. __.L38, 6.30.2.3. _... . _._._.. _...14.8, 14,10 Certificates of Inspection , . .9.13.4, 13.5, 14A2 Certificates of Insurance._____.. '.7.. 5.3, 5.4.11, 5A.13. 5.65. 5.8, s14, 913.4, 14,12 Change in Contract Price - Cash Allowances 11 _R claim for price adjustment_ _..... 4A, 4.2.6, 4.5, 5.15. 6.8.19A _.__...9.5, 9.11- 10,21 105. 11.2. 119_ .......................J3.13, 13.147 14.7. 15.1, 1>5 CONTRACTOR's fey .......................... .... .........I 1 6 Cast of the Work general _. _ _ 11.4-11.7 Exclusions to.... _... _ 11.5 Cost Records.._.___..... I1.7 in general ,,,,,,,;1.19, 1.44, 9A 1, 10 4,2, W_4.3_ 11 Lwnp Sum pricing ........... ............................... 11.3._ Notification of Suret}'. _11...._10-5 Scope of, 10.3.10.4 Testing and Inspection, Uncovering the. Work.,, .................. 139 L,K'1X' 4 L*..%' 1tAL CONDITIONS 1410-8 f IW, LD1110M a" CRTY pr FUR7 COLLihS TwiODIFtCAT1G'..5 (Itfl' 9199t I Init I Iriec Work 11.9 Article or Paragraph Number Value of Work ... 113 Change in Contract Times-- Claim for tllllens adjustraerill-1114 1, 4,ZO, 45. 15, 6.8.1 9A, 9,5. 9.11. 10.Z. 10.5, 12.1. 9- 13,13, 1314. 14.7. 15, 1 1 i � Contractual time 12.2 Delays beyond CONTICACTORs control Dclays heyond OWNER's and CONTILACTORscontral 12 4 Nolificadon of surety 111.5 Scope of change.... Change Orders— Acceptance off)efechve Work 1113 Amending Contract Documents ...........................3.3 Cash Allai%vances Change or Contract Price It Change of Contract Times 12 Chan -es in the Work 14) CC NTRACTOR's fee 11 6 Cost of the Work--.-, . ....... 1 IA-11 7 Cost Kecor& 11,7 definition of,,, cancrIlcncim ......... .. .... .. . . 6,23 YNG INT-.ER's responsibility 9 R. I (14, 112, 12.1 execution of.... * ..... . .... 10.4 ........... 6,16, 6 31-033 Insurance, Bonds and .. I S,M 5,13 10,5 OWNER may terminate, 0%AWER's Responsibility . . . .... ...... N.6. 10.4 Physical Conditions— Subs . surface and_.,_, ............. ........ Underground Favilitics--_ ..... .... A312 Record Document-, Scope of Change 10.3-10.4 Substitutes_..__-.... 0.7.3. 6.&2 Unit Price Work 11,9 value of Work, covered b%, ........... 11.1 Changes in the Work M Notification of.surcty 11) 5 CIINNER's and CONTRACTOR's responsibilities__. 10.4 Right to an adjustment 1()3 Scope of change,. ...... ............ _10.31-lirA Claims.. against CON1 RAC -FOR 6 16 against ENGFNEER 9gajn5 6 32 Change of Contract Price J 4, 11.2 Change of Coritiaot Times ..................... 1 )1 4- 12 CONITF-ACTOR's , _ ., - 4, TI, 9A, 9,5, 911, 10. 2, ...........................11.Z, 11 9, 111, 13 9, 14.5. 15.1, 15.5, 173 CONTRAC,TOR's Fee 116 Article or Paragraph Number CONTRACTOWs ligbilitv 5A 6,12, & 16, 6.31 Cost of the Work.1 1.4. 1 1_5 Decisions M Disputes......_...............9.1), 9 lZ Dispute Resolution 16.1 Dispute Resolution Aareemeral 16 1-166 ENG1\MER as initial interprelor I I Lump Sum Pricuig . .... ... ...... 1 L1: Notice of 17.3 OWNER, s _9A. 9A 9A 1 III.-_ 11,2- 11,9 _ 12.1. 139. 13,13. 13.14. 17.3 0AVNM.,R's liability 01k1ER may refuse to make payment Professional Fees and Court Costs Included 17. request fia formal decision 00_ ...... ............... _c, I Substitute Item, 6,7 1.2 Time Extension 12 1 Time requirements -9.11. 12.1 Unit Price Work it 931 Value of ........................... . . . . . . Waiver cif --on Final Paymem..,.... 14, 1 4, 14A Work, Change Directive-, Nvrilwn noticerequired, 12.1 Clarifications and inter prelations__ 3.6.3. 9,4- 9.11 Clean Site 6 17 Cwodes of Technical Societe_ Organization or Association ..... . ''. .. 3, 3,31 Commencement or C`' ontract"' fimcs Communications— general _.. � .... ... ..... .. 6.9.1 81 IIaZaTd COMITIUMCalloa Prograirs. 6 2_2 Completian_ Final Application for Pajinent___ ........... ........ 14 12 Final Inspection 14.11 Final Payment andAcceplance. 14,131-14.14 Partial Utilization 14A0 Sub5umtral CompI elion 139. 14,8-14 9 Waiver of Claims ............................................14.15 . ........ . ... .. ...... 14 1 - 5 C(�enpulauon or Times 17,13- T' - Concerning Subcontractors, Suppliers and Others 6. 8-6.11 Conferences -- initially acceptable schedules . ... ..... 2,9 preconstruction * . . .. ...... Conflict, Error, Ambiguity, Discrepancy-- CONTRAM-OR to Report 2 Construction. before starting by CONI kA(-I'OR 2, i-' 7 ConstructionMachinery. Equipment, etc__ , o4 Continuing the Work,,,„,,,,, ..... 6.29. 10A Contract l5ocurnents- Amending................................. ....... Bonds 5 1 LJC',IX'Q_4NLR.AL CONDI rICINS IV] 0,8 09!K1 MIT [ON) (In't)FF4)PTCoIJAN"IMODIFICATIONSIRF.V9;"I Cash Allowances, Article or Paragraph Number Change of -Contract Price ...... — ....... 1-11.1-1 ...... - 11 Change of Contract "Dimes.._...__..._ 11 Changes in the Wor.........................._.....VI 4-1 (1, i check and verify_ Clarifications and Interpretations....__......._......_ 113 6, 9 4. 9 11 definition of--, ............ .. . ...... ..... 1 10 HN"GINVER as initial interpreter of .... .. .... 91 11 1"NUINEhR as OWNFR's represenuitive .... I gencraD Insurance 53 Intent minor variations in the Work_ okkNER's responsibility to furnish data, ONNNT'.R's responsihility to make prompt payment ... .... . ......... 81, 14.4, 1413 precedence, .... .. .. .... 3L 3-3 3 Record Documents__.,. 6.19 Reference to Standards and Specifications of I echnical 33 Related Work_ ... ............ ........................ 7.2 Reporting and ResolvingDiscrepancies. -1 - '-' , Reuse of 3.7 Supplementing......___ 3.6 Termination of FNCI\T,,I'R:s Employment____ R'2 Lmit Price Mork Al 9 variations ... ....... --1 6 27 Visits toSuc, FNGINFFXs 91 Contract Rice — adjustment of 3 ,5. 4.1. 51.4. 10.3. 11 11.3 Chanel of Decision on Dispui"—.... Q 11 definition of Contract 'I'jmcs-- adjustment of_...__---_.....___ 3.5. 4.1. 9.4, 10.1 1 Change of -I 12.1-12A Comitencementof—I ..' —11- 1.111, 1 ... 11 . - — 1123 definition of ... ........ .......................... 1 12 (Y)NURACTOR— Ateeptan, x of Insurance Communications 6, 2. 6.9,2 Continue Work 6.29. 10.4 coordination and scheduling 6.9,2 definition of --..— 13 Limited Reliance on Technical Data Authorized--_.. 422 MayStop Mork or Terminate 15.5 provide site access to others, ........ .. ........ 72, 141 Safe% and Pyowtion 43,1.2, 6 10 618, ......... —..6.21-6,23- 72, 13 2 Shop Drawing and Sample Review Prior to Subril ...... -- ...... M Stop Work requirements 41'- CONTRACTOR's— .4ticle or Paragraph Number Compensation_....... --- __ , ......... Continuing Obligationi... .... ....... __ ... ........ .., 14, 1 Drfeefive Work, _ ...... -9A U 10-1314 Duty to correct defective Work. Duns to Report -- Changes in the Work caused by 1':mergencN 6,23 DetecLs in Work, of others.,. — ............ ........... 7,3 Differing conditions 4.2.3 Discrelumn, in Documents 33 2— 6 14,2 Underground Facilities not indicated 4.3.2 Emergencies....._._......... ..... . Equipment and Machinery Rental, Cost of the Work 11,4,53 Fee —Cost Plus 11 4,i6, 11.5.1, 11.6 General Xii'lurrantyrind Guartintee,..., 6 30 IIUZHTd Communication Programs 6.22 Indemnification . - . __ 6 1 6.16. 31-6.331 Inspection of the Work ... ".1-11-11- - ....... 73, 134 Labor, Materials and Equipment__..-. _.......... 63-0.5 Laws and Regulations, Compliance by ti 141 Liabilitv Insurance, 5 4 Notice ofIntinil to Appeal ... "Jo). 10,41 obligation to perform and complete the Work-11.111 .... .... 630 Patent Fees and Royalties, paid for by, ...... 12 performance and Other Bonds 5.1 Permits. obtained and paid for bN 0, D Progress Schedule.-- 2.8. :.9, U.o. 104, 15,2 1 Request for formal decisionon disputes............__ 11 Responsibilities -- Changes in the Work 101 Concerning Subcontractors, Suppliers and Others 6.8-6.11 Continumn, the Work, 6,29- 104 CO\7RA('.TOR's expense ............... ....... 6 7 1 CON7R.XCTOR'q General Warranty and kluarantee 6,30 CONFfRACTOR's review prior to Shop Drawing or Sample submittal &2-5 Coordinationof1kork 9 2 E.NGTNMER's evaluation- Substitutes or"Or-Equal" Items 673 For Acts and Omissions ol'Others 60 1-6 9 2, 9.13 for deductible: am general...._ ........... ....... I ..... -1-6- 7-2, 7,3, 8,9 Ilazaidous Communication Programs_ , 6-22 indemnification,.,,,... ........ ..... _ ...... I_ 6 -3 il-o,33 EJCI)C'QENU�.-kL CONDMONS IV[ 9-8 I] WED1110M w CITY OF FORT COLLINS %I0T)1FJ(A-n(7?id5IRFV9'99I Labor. Materials and "uipment 6, 3 6.5 C(.)NTKACTORS--other _._ .. 7 Laws and Regulation .„ 614 Contractual Liability Insurance >4.W Liability Insurance _... ........ ...................5.4 Contractual Time Limits .... ......,,1=' Article or Paragraph Number Notice of variation from Contract Documents Patent Fees and Royalties 6. 12 Permits_...._ ,.... . _... .................... . _,.613 Progress Schedule ...... _...,..._.. _.__.__6.6 __._.. - Record Documents ....................................... 6,19 related Work performed prior to ENGINEERS approval of required submittals safe structural loading._ ..,,._._.. ......... _6.18 Safety and Protection,..........._.0 20, T2, 13,2 Safety Representative Scheduling. the Woh„.,,,,.„,,,,,,,,,,,,,_,,,,.,..,ii:9.^_ Shop Imwings and Samples._._.................&224 Shop Drawings and Samples Review by ENGINEER. _.. _ . _..._.___ 6.26 .617 Site Cleanliness ......................................... Submittal Procedures....... . ................... „..... 6.2S Substitute Construction' 'Methods and Procedures Er.T,- Substitutes and `Cir-Equal` Items ...............6,7.1 Superintendencq, ._..._._. ___....._..__ ....6.2 Supetvision ._.. _.. E.1 Survival of Ohligations..6.34 Taxes, ... ........ _.... < .15 Tests and lnsrxcnons I o Report. ..... Use of Remises.. _--,-.-..... 6,16-6.18, o.?b.2.4 Review Prior tc Shop Drawing or Sample Suhmitml......_................................ 6. Right to adjustment for changes in the Work, ..... 16 2 right to claim _-__._ d, 7.1, 9A, 9,5, 91 L 10,111.2, 119. 12,L13.9, WX 151. 15.5. 173 Safety and Protection ._,.,,....._... 6.Zlt-6.2-. 7.2. 13.2 Safety Representative_.,_.. 6,21 Shop Drawings and Samples Submittal:_ .. 6 24-6,28 SpecialConguhmitz. _....... ,...._....,.11,44 Substitute C.onsiructaon Mcthods and Proccdures,. 6.7 Substitutes and "Or -Equal" Items, Expense ............ ._ , .... .......... _. _ 6,7.1. 0.7.2 Subcontractors, Suppliers and Others_ _._.6 8-6.11 Supervision and Superintendence, ..... ... 6_I, 6 2, 6_21 Taxes, Pavment hy... 6,1? t'.se of Prom uses .... ... 6.16.6, i8 Warranties and guarantees_,.,..- E.5,6.30 W'arrantyofTitle, Written Notice Required -- CONTRACTOR stop Work or terminate........15, Reports of Differing Subsurface and Physical Conditions .......................:i.._3 SubsumtialCumplenrn riii :Article or Parat>raph Numbcr Coni dmation— CONTRACTORsresponsibihty .__ _ 6.9,Z Copies or Documents _....... . .'-.= Correction Pericxl._........_ .., ... 13.1'_ Correction, Removal or Acceptance of O} fecnre Work in general,,, .... ...... ............ 10.4.1. 13.10-13,14 Acceptance ol'Delective Worh...... _. _ _ _..... _ _ 13.13 Correction or Removal of Defecliye fork,.._,_..., .__._,..._ 6.30, 13,11 Correction Period _ _._........__ ...... _,...13.12 OWNER Allay Correct i%e)ecltve Work _. .._-'13.14 (ri3'NER May Stop Work .... ........ ..................... 13 10 Cost_ of Tests and Insptrtiona_..... .............. ... _......... _ 13.4 Records 11.7 Cost of the Work— Pori& and insurance, additional,,,, ,,,,,,,,,,, ,11 45 9 Cash Discounts ................................................ 11A 2 CONTRA( TIOR'sFec 11.6 Employee Expenses._._._... _1.1..1.1..,.___.11.4.5.1 Exclusionsto ..... ......... 11.5 General 11 4-11, 5 Home office and overhead expenses ..... 11.5 Losses and damages,.,,,, ........... ...... _____11A.5,6 Materials and equipment_1 _ _ 11 4."_ Minor expenses .... _.......... ... ....... .._.,.11,4.5.5 Pavroll costs on changes......__...._..._.... HAA performed by Subcontractors, .......... .. .. . 114.3 Record.%I I.7 Rentals orconstruction equipment and machinery It45? Royalty payments, Permits and Iicensefees . ..._....-_._ _.._...,.__.._.,.11.4.5.5 Site office and temporary lamliijes_....... 1 f.4. 5.2 Special Consultants. CONTR`rC_TOR's,........... 11.4,4 Supplemental.. _...1]4.1 'faxes related to the Work _ 1 1 4 5 4 Tests and Inspection",_ 13A 'i rade Discounts ... _ . ..... _.....11.4,2 Utilitim- fuel and sanitary facihues___._.....11 4 5.7 Work after regular hours 11.4.1 Covering Work,. ___.. 13(1-117 Cumulative Remedies%. Cutting, fitting and patching__ Late to he furnished En OWNER_...... _.. R-3 Dav--definition of. _._ _._ . __. _ I72? Decisions on Disputes.....................................9.11, 9.12 deRcliv€--definition of .__... .... ..sees 114 defective Work— Acceptance of. _,,,,.10.4.L 13.13 tH7PC (tENLRAL CONDITIONS 1910-N t1990 1-INFIOY) x.'rTTY OF FORT COLLINS XfOr)1FWO W),,NS IREV 9'991 Correction or Removal of 11) 4.1, 1 3 11 Correction Period 12 in Lrncral 13. 14.7. 14.11 Article or Paragraph N,umbLr Ot=rvation by liNGINEFR u2 OWNER May Stop Work Prompt Notice of Defects Rejecting.._...__ .......... . . 9, 6 Uncoverme the WorL 13,8 Definitions I DeLays, ..... ..... . 6,-'9, 12-3-12 4 Delivery of certificates or insurance. 7 Determ I mations for Unit Prices Differing Subsurface or Physical Conditions - Notice of 4,23 FNGINTFR's Review .. ......... ....... 4,2,4 Possible Contract Documents .... 4. '_ 5 Possible price and Times Adjustmerits ....... ...... 4.16 Discrepancies -Reporting and Resolving 2, 332, 6 14,2 Dispute Resolution -- Agreement, ........................................ ... J61-166 Arhitration 16, 1 -16, 5 gtncraH6 Mcdiatim 16.6 Dispute Resolution Agreement 16 1-166 Disputes, Decisions by ENGINF.F.R 12 Documents -- Copies of Record o. IS) Reuse of,. .. .... Drawings--defirittion of I IS RwwmenLs .................... .. ... . ... .. * ... .. . .... ......... 4 1 Effective date of definition .16 Emergencies 6, 11 ENGINEER— as initial interpreter on disputes. 9.11-9,12 definition of 17 Limitations on authority and responsibilities,,... 9 13 Replacement of, . ... . .. Resident Project Representative 93 ENGINEER's Consultant .. definition of 1, 18 ENUINEER's authority and responsibility, irrinnitiins; on Authorized Variations in the Work Change Orders, responsibility for 7, M, 11 12 Clarifications and Interpretations 3,63, 9 4 Decisions on Disputes &,Rcrrve Work, notice of Evaluation of ' )ubstiune Items ... 67 3 Liabiltty.............................. ................ 9 12 Notice Work is Acceptable - ' 14,13 Observations., . ...... ......... 11111 ........ 0 3n" 7 9 , is OWNEXsRepresontative .' 9 1 Payin ents to the CON'[- RACTOR, Responsibility for 9.9. 14 Recommendation of -Payment 14 4- 14.13 Article or paragraph Numher Responsibilities -,Limitations on 0.11-9,13 Review of Reports on Differing Subsurface and Physical Conditions.........._....... ........ 42-4 Shop Drawings and Samples, review responsibility 6,2o Status TuringCcn struction authorized variations in the 9.5 Clarifications and Infer-pretarions ... 94 Decisions on Disputes ..... .. ... .. Determinations on Unit Price 9.10 ENGINEER as Initial Interpreter 9 11-9. 12 ENCirNMER's Responsibilitics.,., ............. 9 1-912 Limitations on ENGINIiJ-.R's Authority and Responsibilities.._.........._ 9 13 OWNMR's RepresentatiAle 9 1 Project Representative 93 Rerecting Defective Work Shop Drawings, Change Orders and Payments—— o 7-o Visits ILI Site 9_ Unit Price determinations 9,10 Visits to Site, C) Written consent required ................ Equipment, Labor, Materials and ' 6, 3-6 5 Equipment rental, Cost of the Work 11 4- 5 -3 Equivalent Materials and Equipmenk_.' 11 6.7 error or omissions_,_....__ o. '13 Evidence of Financial sVrangements. Fxplorations of ph%�ajcil conditions Fee. CONTRACTnks—Co-AsPlus. Field Order_ definition of 1,19 issued by ENUINEER, 3.6.1. 9. 5 Final Appluirtion for Payment 14 12 Final Inspection,. 14A 1 Final Payment. - and Acceptance 14 13-14 14 Prior to. for cash alloacinces". General Provisions. "_11..... 17.3-17.4 General Requirements — definition of, principal references to __2 6, 6 4, 6 6-6 7, 6, 24 Giving Notice 171 Guarantee of W'urLL> CONTRACTOR 6,30, 14.12 Hazard Communication Programs„ --- Hazardous 'Waste definition of., general . - , , ..... .. .4 OWNHR's responsihilay Y. 11) LADUOENLXV, CUINDMONS I Wu,3 C19911 ED1110N1 w f,7T1'OF FORT COLLINS MODIFICATIONS IRFV 9!99) Indemnification 6 12, 6-16, 6.31-6.33 initially Acceptahie Schedules. 2,9 Inspection-- Certificatesof„ ......._ _..9.13.4. 13.5- 14 ]2 Final ._.. .... .. J4 11 Article or paragraph Num ber Special. required bFENGI\7EER, ..__...,._...._._.. g.b Tests and _approval .............._ ....... � 7. 13.3-13A Insurance_ Acceptanceof, by OWNI-,k ....... ..-..'.14 Additional, required by changes in the Work,...__. Before starting the Work _. _.. Bonds and --in general...._. ...... .. _ __.. 5 ....... ........ Cancellation Provisions _ S F Certificates of '_ 7, i 5 > 5,4,1 f i.4,13, ....................... 5.6,5. 5 5.14. 9.13.4, 14.12 completed operatirnis ._ ... ._.._.... ..... 5 4.13 CONTRACTOR'sLiability ... _...... ....__..s4 CO\TRACTOR's objection to coverages__. _ - _ . 5A4 Contractual Liability 54.I0 deductible amounts, CONTRACT'OR's responsibilaN.._............................................? Final Application for Payment_ ... ...._.,....... ... Licensed Insurers_ _ __ _............ 5.3 Notice requirements, material chunecs_.,... 5,5. 105 Option to Replace_ - _ �_ 14 other special Insurances........„_.......................5. to OWNTER as fiduciary for insureds'.... .... OWNF'R's Liability 55 OWNER's Responsibility, _..._____._.... _.. ...... ..5.5 Partial Utilization, Property Insurance is Pr%lcrty ......_._ ____._.. _ �+5-i.Itl Receipt and Application of Insurance ProccedS.......... ............... ... _ _ 5-12-5. I? Special Insurance _ _ 5.10 Waiver of Riehts,.. __... 5.11 Intent of Contract Document$_._._.. _......3.1-3.4 Interpretations and Clarifications._. _. ......... 3 6.3, 9.4 Investigations afphysictd conditions ........ ............. .....rS.2 Labor. Illatermis and Equipment Lands— and Easements..,.___.,......__... _..._._.h.4 Availabdityof. 4.1. 8A Reports and Tests ... _....._........ ......__....__..._.X.4 Laws and Regulations--Law°s tx Regulations-- Bonck Changes In the Work _.. _._ ..___. 104 Contract Documents 3.1 CON'IRACTOR'sResponsibilities 6.14 Correction Peri od. defecirve Work_ _....... _ _. _ 13 12 Cost ofthe Work, taxes...............................11 4 5A definition of _ _._.. _ 1 22 generalit_ 14 Indemnification,._ ... ........... ...... x E.31-6.33 lnsurance. _.__. __...__. 5.3 Preecdcnu._-_. -_. _...� 31.3..3.3 Reference to_.., ,, _....... ..._.._...,....._, ,.. 3.3.1 Safety and Protecti m _... _. . _.... _ .... . _b-2fL 13 2 Subcontractors. Suppliers and Others.._._.._ 0,8-6.11 Article or laragraph Number Tests and lnsRxations.,.., _......._._........_ 13S Use of Premises- .___........_._.__....... ....5.16 Visits to Site 9.2 Liability Insurance-- CON3-RAC7OR's............. I ............. _..........5.4 OWNER's___._. Licensed Sureties and Insurers ?.? Liens -- Application fox Progress Payment...__ ...... .._14_2 (`ONTRACTOk's Warranty of Titic-,.,.., 14.3 Final Application for Payment .........................74.1. definition of ..._.. _... ..._. ... 7.23 Waiver ofClaim s....... _14.15 Limitations tin ENG1NEER's authority and responsibi lilies _ 9.13 Limited Reliance In CONTRACTOR Authorized,._...._ ................._...,........_...._..,.„ i<.2 Maintenance and Opernting Manuals -- Final Application for P`dy m cnt . _ ... _. _.. .. _.. 14.12 Manuals (of othersl-- Precedence._.._ __- .__._ 3.3_.3.1 Reference to in Contract IXicuments„„,.,,..,3.3.1 '_Materials and equipmcnt— furntshed by CON RAt70k 6.3 not incorporated in Work . �... ...l4.? Materials or equipment --equivalent .. 67 Nkdtation (Optional) .__..._. ...... 16.7 Milesiones--definition of........................„.,._.,,,.„.,.1.24 Miscollancous-- Computation of Times _.. _. _ 17.' Cumulative Remedies Uiving Notice Notice of claim Professional Fetus and Court Costs included,,,,.,, 1 T5 Multi-prlmccontracts _7 Not Shown or Indicated ._ __.. .. .._....4,3.= Notice of -- Acceptability of Protect.., _ _. . _. _.. _. ...... _ .14.13 Aivard, definition or,- _. _. _. _.._ _..__.._ 1-25 Claitn_......... ............. .... ..... .................... ....... 1.73 Defects, 13,1 Differing Subsurface or Phvsicai Conditions _ _ 4,231 Uiving ITT Tests and Inspections._..._._. _..__...._..._. 13.3 Variation, Sbop Drawing and Sample,,,._,.,..,.,,, 6,27 Notice to Proceed — definition of ......................................................126 giving of :13 1 J(1X' (;LNE.kAL CONDITIONS 1910-3 U990 111111QP) w 1'ITY U FORT MLLINS %lQT)lH0ATI0NS (REV 7:99) Notification to Surety I Observations, bIvENCITNEER 6_i(), 9,2 OQcupHri.i, of the Work_......_._ .... . 5.15. 6.30.2-A, 14,10 Omissions or acts by CONTRACTOkI, . . .. .... . 6 Q, 9,13 Open Peril policy form. Instuance, ...... ......... _ 3.6,2 Option toReplace......................... ........ _ ................ 5,14 Article or paragraph Number *'(-)r Equal' Items.._.. .... Other work 7 Overtime Work --prohibition of.-- --- OWNER— Acceptance of defeciive work....-_ . ...... 13 appoint an ENGINEER 8,2 as fiduciary. 5 1 2-S 13 Availability of Landii. responsibility. ... ... .. .. 4.1 definition of 1,27 data, furnish F1.3 May Correct Defective Work . . . . . . . . . . . . 1314 May refuse to make payment, 14,7 MayStop the Work, N,ky Suspend Work. Terminate L'. It), 15 1-15 4 Piolnent. make prompt.... 83, 14A, 14,13 performance of ether work .. .. .. ... .... - 7.1 permits Find licenses, reqtr' emets' 6 13 purchased insurance requirements 5.6-5 11) O\kNERs-- A(,cepiance of the, Work 30 2 Change Orders, o1ol tgation to execute,,,,...... 8,6, 10A Corrim unications 8 1 Coordination of the Work 7A Dispuics. request for decision . ..... .. .9 Inspections. tests and approvals,.. 13.4 Liability ljisuranGe s s Notice of Defects Representative. -During Consiruction, KNOINHER's Status____ 81 Responsibilities -- Asbestos, P(Ts. Petroleum, hazardous Waste or Radioactive Material 8 In ChangeOrders..............................................8.( Changes in the Wcwk communications CONTRACTOR's responsibilities .... .... 8,9 evidence of financial arrangements S'll inspections- tests and approvals, 87 insurance. ....... finds and easements prompt payment by replacement of ENGINT-ER reports and tests, 4 slop or suspend Work,-, 13,R), 1? I terminate CONMACTOR's services, 8,9- 1 j,2 separate reprtscritative at sftq si testing" independent 134 use or occupancy of the Wortk 5. 1 5- 630. 2A 14.1n written consent a approval required...__... ..... ... 11.1 - . 9 1- 03 11 4 "i'LX'C�`NERAL C70tSt)[110NIS I 9141-811990 U0I110NI W CITY OF FORT COLLINS MODIFICA11ONS MFN'999) Article or Paragraph Number written notice requircd-._._... ..... _ _.. 7-L 9 4, 9. t L ...............____.-._.11 2 110, 14.7. 0A PCEs-- definition of..__... ..1_w general OWNER'sresponsibility for ,.__ .........._,__..5.10 Partial Utilization -- definition of general 6 302.4. 14.10 Property fiisurancc 5.1 i patent Fees and Rovaincs ......... .... 6.12 Payanent H(.+nois_ . _........ ........ _ _.... _... _ _......$. I -�.? Paviti enis, Recommendation of... _ __..14.4-14.7. 14.13 Payments to CO\Tf'RAC'TOR and Completion - Application for ProgressPaynnents _,..__, .... _,,..,14,2 CON I'RACfOR`sWarranlvofTnle -_ _143 Final Application for Payni�nt. ..........................14.12 Final Inspection 14.11 Final PaYrent and .Acceptance_ _14.13-14.14 general.- .. 5.3, 14 PartialUlilization__. _. _....__...14.10 Kelrrmage_.............................. ............._._..,,,14.2 Review of Applications for Prewress Pavm ent-s, _..... _..... 14,4-14.7 Prompt Payment _.... ,$.3 Schedule of Values .. ..................__,..,14.1 Substantial Completion 14 6-14.9 Waiver of Claims 14.15 when pagments due ............. ....... _... 14.4, 14.13 wit Molding patmtent ._.. 14.7 Performance Bonds _.._. _..__5.1-5.2 Permits _....__..__...._.._._.._...... Petroleum -- definition of general ... ...................4.5 OWNFR's responsibility. for., _, ... _..... _........... _. S.10 Physical Conditions -- Drawings of, in or relating to .. 4.2.1.2 F.NCr1NFFR's review 4.2.4 existing structures _ 4,1_ general 4.2 1 2 .__.. Notice of Differing Subsurface or. 4._3 Possible Contract Documents Change 41; Possible Price and Times Adjustmcrita .... ..4.16 Reports and Drawings ............. 4.2.1 Subsurface and,. _ _ -, 42 Subsurface Conditions 4.2.1.1 Technical Data. Limited Reliance by CONTRAC'I'OK Authorized .......................... 422 Undetsound Facilities - general ........................................................... 4. 3 Not Shown cr Indicak.d __, 4.12 Prntection of 43, 6 _0 xai Article or paragraph Number Shown or Inditatetl.._._........-.__......_._._..._..-.....4.3.1 Technical Data ....._............... _._.........._._...A.^.'_ PreconstructionConference., ..... ...... ............ .28 Preliniman Mattes I Preliminary Schedules .............................................. =.G Premises. Use of ._._._.-_...6.16-6.18 Price. Change of Contract . _. �. _.._...... _ t I Price. Contract --definition of ---I it Progress payment. Applications fo[.....___._._.........14-- Progress Pavinent--retamaa_c ......__. 14 2 Progress- schedule: CONTRACTOR .6, 2.8,' 9, 66 629, 10A. 15.2.1 Project -definition of __.. 1. 31 Project Representative-- ENGIINTMR's Status During Construction _ , , 9.3 Project Representative-Resident-dcfaution of 1.33 prompt pa}nent by OW7gFR.I........... .. 8.3 Property Insurance - Additional ...__.... 5.7 genuaLS6-5. I(a Partial11tilizauon _ __...5I5.14.10- receipt and application Ofproccedu_,..-.,_. ... 5.1_-5.13 Protection- Safety and..............._.........,...fi.20-6.21. 13_' Punch list 14.11 Radioactit e Slaterial - d4litionof_-,_-.......__ .... ................. _......_1.32 Vneral4.5 OWNFR's responsibility fcr........ ...................... �+. to Recommendation of Pa}micnt................14-4, 14.5, 14.13 Record Documents _ 6.19, 14_12 Records. procedures ftir maintaining,,........ -.S Reference Points .............................. .. .......... 4.4 Reference to Stmdai ds and Specifications of Technical Societies ......................................... 33 Regulations. Laws and (or,, ................................ .,,,, 6.14 ReiectingDefectireWork ,-_--_ 9.6 Related NVork-- at Site .-....,. _....._...._..__T1-7.3 Performed prior to Shop Drawings and Samples submittals review....................6,2S Rcmcdu.s, cumulative 17.4. 17.5 Removal or Correction OfDefeenriv Worlt , 13.11 rental agreements,OII;N&Rapprovalrequired,_ 11.4.?.3 replacement of ENGINEEK by OWNER_.__ -...._._r Reporting and Resolving Discrepancies........ .......................'' S ±-3-=, 6.142 Reports -- and Drawings _ 4.21 and Tests. OSA- QiR's responsibility, _SA Kesident and Protect Representative -- definition of _. _ ._.. _.._. .. _. _..__ .. 1.33 provision for q LH7IX' (iLNLkAL CONIA FIC7NS t910-8U990 6UCr1oYt W, CITY OF FORT COt XItS MODIFICATIONS (RFV 9199) 6055 Harmony and Ziegler Road Improvements Front Range Village Development Addendum #1 Revised Bid Schedule Prepared by: The City of Fort Collins - Engineering - Street Oversizing Program Dated: 511512007 Item # Item Description Quantity Unit Unit Cost Total Cost 210-08 Remove and Relocate Fence 820 LF 210-09 Remove PVC Fence Intact and Deliver to Owner 200 LF 210-10 Remove and Reset Mailbox 6 EA 304-01 lAgg Base Course - Class 5 or 6 - 4" Depth - CIP 16751 TON 304-02 Agg Base Course - Class 5 or 6 - 10" Depth - CIP 17965 TON 304-03 Gravel Shoulder- Class 5 or 6 Aggreegate base 6" Depth) 275 TON 304-04 Road Base for Driveway Tie-ins 120 TON 306-01 Reconditioning 8" 31400 SY 306-02 Sidewalk Pre ration 32971 SY 307-01 FI -Ash - 12" De th - 12% 8860 SY 403-01 Hot Bituminous Pavement - Grading S -100 - 2" Depth) -(PG 64-28 2033 TON 403-02 Hot Bituminous Pavement - Grading S - 100 - 2.5" De th -(PG 64.22 2467 TON 403-03 Hot Bituminous Pavement - Grading SG - 100 - 4" Depth) -(PG 58-28 5440 TON 403-04 Asphalt Leveling Course % Grading S - 100 -(PG 64-28 23051 TON 403-05 Asphalt Hand Patching - Grading S - 100 - 3" - IPG 64-28 463 TON 403-06 As halt Hand Palchln - Gradin SG - 100. 7" De th - PG 56-28 1055 TON 403-07 West oun amwny etour aveing - 2 x x R 84-26 on 3' 28 720 TON 412-01 Concrete Pavement - 10" B425 SY 412-02 - Enhanced Concrete Crosswalk -10" - Tile Red w/ Stamped Border 547 SY 506-01 D-50 Buried Ri -R , 6" To soil CIP Per Detail 4 EA 601-01 Concrete Retaining Wall with Footer and 6' Attached Block Wall 150 LF 601-02 Concrete Wall Extension with Guardrail 1 LS 603-01 18" RCP Class III 1128 LF 603-02 24" RCP Class It 141 LF 603-03 1700" HERCP Class III 236 LF 603-04 34"x53" HERCP Class It 323 LF 603-05 8" HDPE Pie 10 LF 603-06 18" RCP Class III FES 8 EA 603-07 19"x30"HERCP Class III FES 1 EA 603-08 Concrete Encasement 120 LF 603-09 18" RCP thru Retaining Wall i EA 603-10 Tie 34"x53" HERCP to Existing Concrete Irrigation Ditch - CIP 2 EA 603-11 Tie to Existing MH 3 EA 603-12 4" Median Underdrain Pie Perforated 3640 LF 603-13 4" Median Underdrain Pie Solid 910 LF 603-14 4" Median Underdrain Clean Out 24 EA 603-15 4" Median Underdraln/Storm Sewer Tie -In (Core Drill and Conned with Non shrink Grout) 5 EA 604-01 5'Type R Inlet 3 EA 604-02 10' T e R Inlet 1 1 EA Article or Paragraph Number Resident Superintendent- CUNTR-ACTOWs Responsibilitic5-- CONTITRACTORs,in general ............ 6 ENGINEER's-in general .... 9 Limitations on 9 13 OWNT,R's-in aererdl ...... ............. . .. ...... S Reiamagc .... ........... . . .... ... .. ..... . Review Fry CONTRACTOR, Shop Drawings and Samples Prior to Submittal._........ Review or Applications fur Progress Payments .......... Right to an adjustrit ent, i n 2 R rah is of Was 4.1 Royalties- Patent revs and ....... ... ... ...... .. 12 Safe Structural Loadaw 6,18 Safety -- and Protection. 4. 3-2, 6 16, 6A 8, 6 20-6 21, 71 132 general .................................................... 6 20-623 Representative, CXr,,JfRACTOR%'I_ ....... 2) Samples -- definition of 1.34 general ..... .. 6.24-6.25 Review FA, CO\`JT�ACTOR C, 25 Review by ENGP�Khik I (1 26. 6 27 related Work 62S submittal of 6,24 2 submittal procedures, Schedule of progress ti Z,s-29, 66. 6.29, 104, l52 1 Schedule of Shop Drawing and Sample Submittals 6, 2 8-2 Q, 6 24-6,28 Schedule of Values 2A 18-2.9 14 1 Schedules - Adherence it),., 15.2.1 Adjusting 6o Change of Co ...........................104 Initially Acceptable .... . . 2,8, 2 9 Prclimmary 26 Scope of Changes, 10.3-10.4 Subsurface Conditions., Shop DTawings-- ,aid Samples, general,...... ....6 24-628 ('hmiee Orders & Applications for Payments, and, 97-99 definition of 135 EN,'G,VNFY.K's approval of ' 3, 6.2 ENGINEER's responsibility for review... ....... 7. 24-629 related Work - review proceduics,_ ............ ......... 2 N, 6 24-6 ZX sat Article or Paragraph Number submittal required__...._..... .. .... .... 6.241 Submittal nocedures .. . .......... .. 625 Ilse to approve substitutions .... ........ 6 7.3 Shown or Indicated— ........ ... 431 Site Access 132 Site Cleanliness 6 17 Site, Visits to-- b}. 2N(JINIEERII 9,2- 13.2 byathers 132 .Special causes of loss" polick form, insurance definition of Specification', defination of 1, -1to of Technical Societies, reference to 33,1 precedence.......... 333 Standards and Specifications of Technical Societies 13 Starting Construction. Before Starting the Work Stop or Suspend Work_ hy CO\7RACT0R 15, 1 hyOkVNEk 1� I Storage of materials and equipment., 4.1. 7.2 Structural Loading. Safety.._......is Subcontracto; -- Concerning_ ... ..................6 8-6 11 definition of,, ......... ...... ........... .... 1. 37 delays 12,11 waiver of rights ... ... ..... .. .... ... t), I I Subcontractors --in Leneral, . I I.. I'll, 1.11 11 6,N-6.11 Subcontracts--re.quved provisions., 11, 6,11, 1143 Subm Ittak.- Applimlions for Payment 14.2 Maintenance and Operation :Manuals.,, 14.12 Procedures 6,25 progress Schedules.. 16.2.9 Samples ..... ... 6 24-6, 28 Schedule of Values.....................................2.0, 14.1 SkIicclule of Shop Drawings and Samples Suhmissions .2 6, 2 8--' 9 Shop Drawings.__. 6.24-6.28 Substantial Completion-- catificallon of 63n13, 148-14 9 definition of .. . ........... . 1. 38 Substitute ConstruLtrui Mctho& or Procedures 6 7 2 Substitutes and "Or Equal" items 6 7 CONITTRACTOR's Expense 6a,13 FMUNIE'ER's EXaluation 6 7_3 "Oh -Equal" o7 11 Substitute Construction Methods EXIV GE.N'ERAL CC NDI'VIONS I Y10-S (I", EDMON11 w CITY OF FORT COLLINS, MODIFICATIONei 4REN'9i") Article or Paragraph Number or Procedures ............................................. �?'- Substinuc Items ... _._.... ¢.7. 1.2 Subsurface and Physical Conditions— Drawingsof. inorrelatngto,._ EINGiNEER's Revieu ............ 4 ? 4 Limited Reliance by CONTRACTOR Authorized... _.... ........... _ _... a.-.= Notice of Differing Sufi, face or Physical Conditions... Phvsacal Conditions 42.1.' Possible Contract Documents Charge ............. _ 4.2.5 Possible Price andTimes Adjustments_......__a2.6 Reports and ihawings ......_..__ 4.2.1 Suhnurface and .................................................. 4 Subsurface Conditions at the Site 4 "2-1-1 Technical Date,.. . _. Supervision-- C1NTRaC.TOR'sresponsibiiity _.6,] OWNER shall not supervise ....... ....................&9 ENGINFER shalt not supervise................9,2, 9.112 Superintendence Supetimcndcm.CONTRAt.TOR'sresident ,.-6,2 Supplemerital costs_._. _._........ _...._...._..._. _......1 1.4.5 Supplementary Conditions — definition of „1-39 principal references tq,,,j,10, 1.18, ? 2, 2-7, _............--4.'-_ 43, 5.1, 53, 5A, 5.65.9, .._._.___...S.I L (xS, o,13, 7.4. S.] 1, 9.3. 9. to Supplementing Contract Documents. ........ ... 3.6 Supplier-- deftmtion of ........................... .146 principal references to ......„ 1.7. 6. i, 6-8$.11, f 20, _.._,. _.....__.-6,24,9.13..14.12 ti=aiverofRights _._. ...._.__ 6,11 Surety — consent to final payment„__._..., .. 14. 11 14,14 FNCINFER has no duty to ....... ....................913 Noofic-motionof__._. l0.1.10.5,1j' qualification of _ . 5 ]-5.3 Sun, val of Obligations 6.34 Suspend Work, OWNER May...__._.____._.13.1o. 15.1 Suspension of Work and Term ination-, __._.1; CONTRACTOR May Stop Work or Term mate 155 Olt'NhR may Suspcnd Work 15-1 OWNER May Terminate Taxes--PaynlentbyCONTRACTOR 6-15 Technical Data-- Lhnited Reliance bg CC'TRACTOR 4.2,2 Possible Price mid Timcs Adjustments _ ....... 4._.6 Reports of Differing Subsurface and Physical Conditions._ 4.2.3 'Temporary construction facilities__ Article or Paragraph Number Termination-- by(xJNr1'RAC'TOR _._.... .__155 hyOWNFR........................_......_.......R, 151-154 of E?NGINEER's employment -- S.2 Suspension of Work-in general .... ... _.._........_..,...1> Terms and Adjectives _.._. 34 Tests and Inspections — Access; to the Work, by others 13.2 cost of 13.4 covering Work prior to.-_.........13.6-13.7 Laws and Regulations jor) ..._,.. _.... ........... 1.3 5 Notice of Defects ....._........... .... 13.1 OWNER A - lay Stop Wort .. 13.10 OWN'F,R's independent testing ....................... ... 13 4 special, required by I'NGINt.E:R.......... 9 6 timely notice reeµired---_...._.._....__.._..-._.._ 134 Uncovering the Work, at ENGTNLCR's request___ Li 8-13.9 Timcs-- Adjusting..... .................................... 6 ('hang" of Contract Computation of 17? Contract Times —definition of day 17.2.2 \41lestones _..._.. Requirements — appeals,......___ _.._..__.__.-.._. .............. 9.10. 16 clarifications. claimsand disputes ... ..... .... .... .�7.1I. - mmencenicni of Contract T imes._..._...__.23 Pieconstruction Conference ...........................^.8 sehedules - ...___.2.6), 2 q, 6.6 Starting the Work _ _24 Title. Warranty of .. 143 1,9tcovering liter 1S _.. 3, g_ ] 3.9 1- Underground Fact tities. Physical Conditions — definition of1,41 Not Shown or Indicated _ 4-3.' protection of _ 43. 620 Shown or Indicated _ .,. 4.3.1 Unit Price Work— chims .._...... _._....._ ........_.1.193 definition of......................................_......,.....14'- general l i 9, 14:1, 14. i I nit Pri ces— generall 1.3.1 Determination foC SI. ]U Use of Premises _.. .. _. _. 6-16. 6 18, 6.30.24 1-11fily owners ..., ........ , <x 13, 620, 7.1-7,3, 13.2 Uilimoon Partial.__ 128, 5.15, 6-3t11 4, 1410 b-alua of the lk'ork ....., -. ........................................... I L3 Val=,, Schedule of _..._2,6, 2 8-_.9, 14.1 LKdDO GENERAL CONN 110NS 1910-S 099p 101110Nt W- Q TY CB- FORT COLLINS MODIFICATIONS (REV 9;991 Variations in Work --Minor Authorized 6,251 627, 9,4; Article or R aragraph \'umber Visits to Site --by ENGNEER 92 Warverof'Claims—on I-mal Pavinent 14 14; Waiver ol'Rights by insured parties,-„-,.,_„..... 11. OA I Warranty anti Guarantee, General- bg CONTRACTOR 63o Warranty of Title- CONTRACTOR's., Work— Accessio'', by others 7 Chunge-.>irithr_ .... ... ... .......... . to Continuing the, 621) CONTRACTOR May Stop Work or Terminate Coordination of 7A Cc�ft of the,—.......- ........... ...... 1 4-115 definition of1.43 neglected by CONTRACTOR-. -13 14 other Work 7 OlV-NT,R May Stop Work 13 10 OWNER May Suspend Work ... 13,1(1, 151 Related, Wark at Site .... ... 71-7.3 Startme the, 4 Stopping by CONTRACTOR 15.; Stopping by QIV\ER ...... . I5.I-15 4 Variation and deviation auth(vized. minor 16 Work Change Directive - claims pursuant to_.. _.. .................................... definition of 1 44 principal references it), .. ..... .... ... 3.53. 10.1-10,2 Written Amendment. - definition of 1 45 principal references to.....,..._....I I I t 1, 35, ?; I o, 15. 1 6 6,2, 6 8 2, 6,19, )(11, 10 4. 2, 12 1, 13 112. 14,7 2 Written Clarifications and Interpretations__. .. ... ... .. Written Notice Required -- by CON7RACTOR .......... ..7. 1, 9,10-9 11, 104, 11 2, 12.1 by9, W-9 11, IU 4, 11 2, 13.14 xv LJCLX' kA—%UtAL CONDMONS 1110-S 11990MAI]ON1 w'; OTY OF FORT COLUNS, MODIFICATU-NS IREY 9f99) (This page left blank intentionalIx) XYI L1QLX' ($iN1iRAL CONDITIONS 1910 8 (1')5",, tiDLT'ION) w= CITY OF FORT COLLINS MODIFICATIONS (RF1 9-'99V GENERAL CONDITIONS ARTICLE 1—IIEITATTIMS Wherever used in these General Conditions or in the other Contract Documents the following terms have the metmings indicated which are applicable to both the singular and plural thereof. t.l Ad&rzda—Written or graphic instruments issued prior to the operung of Bids which clarify- correct or change the Bidding Requirements or the- contract Documents. I ^_ Agreement-I'he wrinen contract between oWN u and CUNdTRACfOR covering the Work to be perfamed, other Contract Documents are attached to the Agreement and made a part thereof as provided therein. 1 4 Application for Pavane&=rhe farm accepted by NGtN4rHR which is to he used he (70N9RA(`OR i hn requesting progress or final payments and which is to be accompanied M- such supporting documentation as is required by the C'nmract Ikcumenm 14 _Esbestos—Arn material that contains more than one percent asla stos and is friable a is releasing asbestos fibers into the air above current action levels euahlished by the united States Occupational Safety and Hcalth 1dministration. 1-5. Rid -Tic offer or prolx)sal of the bidder submitted on the prescribed form seam, R)rth the prices fa the Work, to be performed. 16 Bidihn Dexamienis—The advertisement or invftaiion to Bid, Instructions to bidders, the Bid form, and the proposed Contract Documents (including all .Addenda issued prior to receipt of Bids). 1.7 Bidcfmg RequirenrenrJ--The advertisement or invitation to Bid instructions to bidders, and the Bid form. L£. Bond —Performance and Payment bands and other instruments of security. 1,9 Change Ordeer—A document recommended by E,NG,P\TER., which is signed bs CONTRACTOR and OWNER and authorizes un additicxt, deletion or revision in the Work, or an adjustment in the Cenumct Price or the Contrast Times, issued on or after the Effec dv'e Date of the :Agreement. I d th. Contract Docurnenis—The Agreement, Addenda (which pertain to the Contract Documents), CC7n i'R-AC TOR's Bid (including documentation accompanying the Bid and any post Bid documentation submitted prior to the Notice of :Award) when attached as an exhihit to the .Agreement, the Notice to Proceed. the Bonds. these General Conditions, the Supplementan Conditions, the Specifications and the lhawittes as the EJ[7Ot`ttFii`EN.AL. CLh?�R�LTIOt�S 1970-8 t19906dujmr u9 C7TT OF FOR] C@LUNS M(CHICA'I raNS MEN 9.200a1 same are more specifically identified in the .Agreement, together with all Written Amendments, Chance Orders Work Change Directives. Field Orders and E.NCrfi'1EER's written interpretations and clarifications issued pursuant to paragraphs3.5, 3.6.1 and 3.6.3 m or after the Effective Date of the Agreement. Shop Drawing submittals approved pursuant to paragraphs 6.26 and 6.27 and the repots and drawings referred to in paragraphs 4.2 1 and 4.2.2 are not Contract Documents, IAA Contract Price —The moneys payable by OW NTR to C'OY ACTOR for completion of the Work in accordance with the Contract Documents as stated in the Agreement (subject to the provisions of paragraph 11.9.1 in the case of Unit Price Work). i.12. CosrVad Times —The numbers of days or the dates stated in the Agreement_ it) to achieve Substantial Cotnpletnn, and (ii}to complete the Work so that it is ready for final paymtcnt as evidenced by ENGiNEfiR's written recommendation of final payment in accordance with paragraph 14,13_ I-13.. (-'0A7RAC'717R--The person, firm or corporation with whom OWNHR has entered into the Agreement. 1.14. drtecme—.Arr adjective which when modifying the word lurk refers to Mork that is unsatisfactoy, faulty or deficient in that it does not conform to the Contract Documents, or does not meet the reyuitements of any inspection reference smrxfard.. test or approval referred to in the Contract Iocuments, or has been damaged prior to E,NGIl> UWs recommendation of final payment (unless responsibility for the protection thereof has been assumed pry OWNER at Substantial Completion in accordance with 1,ragraph 14.8 or 14.10)- 1A5 fh-awmga—The drawings which show the scope, extent and character of the Work to he famished and performed by CO NTR.ACTOR and which have been prepared or approved by GINIGINEER and are referred to in the Contract Documents. Shop drawings arc not Dmwmys as sa defined. lAo6 E,fJzeriue Late of the Agreement —The date indicated to the Agreement on which it becomes effective, bra d no such date is indicated it means the skate oia which the Agreement is sighted and delivered by the last of the fro parties to sigrt and deliver. 1.17_ F.VGL',T R—The person, firm m corporation named as such in the .Agreement. 1.1 S. E,L"Ci14;c'ER's C wrs iltanl--A person firm or corporation havux-, it contract with BNGPNTEER to famish services as E.1 U NEER's independent professional associate or consulumt withrespell to the Prclect arts] who is identified as such in the Supplementary Conditions, 1.19_ Field Order —A written order issued la E\UL` EER which orders minor changes in the Work in accordance with paragraph 9.5 but which does not involve a charge in the Contract Price or the Contract Times, 1 0. Genenil Requirements --Sections of Division I of the .Specifications I.21. Fluor/draw`asae—Theterm T3auvdousWast.eahalt have the meaning provided in Section 1004 of the Solid Waste I')isposal .Act (42 USC Section 690,1) as amended from time to time. l 22a. Laws andRtgrlaiioru; Lams or Regulations —.Any and all applicable laws, rules. regulations ordinances codes and orders of any and all governmental bodies agencies authorities and courts having jurisdiction 1.22.b. Lelal fiabtlays--shall be those holidays obsmcd by the Circ of Fort Collins 1.23. Liens —Liens, charges, security interests or encumbrances upon real propeny or personal propxrriv. 1_24_ ifestone—.A principal evcnt specified in the Contract Documents relating to an intermediate completion date or time prior to Suhstantial Completion of all the W im k. 1 -s_ S;once of _4m=ard A written notice by OWNER to the appaiem successful bidder stating thatupon compliance by the apparent successful bidder with the conditions precedent enumerated therein, within the time specified, OWNER will sign and deliver the AP eement. t 26. Aronce to PIr Ieeel--A wrinsn notice given h% OWNER to CONTRACTOR (with a copy to ENGINE.FR) fixing the date on which the. Contract Tunes will commence to run and on which COA' fRACIOR shall start to perform COIv'TRACTOR'S obligations under the Contract Documents 1.27 011'VER—The public body m authority, corporation association, firm or person with whom CONTR-ACTOR has entered into the Ag ecment and for whorl the Work is to be prcn ided. 1 _28. Partial Utilisation —Isle by 01,VNER of a substamialfy completed part of the ikork for the purpose for which it is intended (or a related purpose) prior to Substantial Completion of all the Work 1.29. PCBs —Polychlorinated biphenyls 1.30_ Petrolermr-Pauoleunt, occluding crude oil or any fraction thereof which is liquid at standard conditions of temperature and pressure (60 degrees Fahrenheit and 14.7 pounds per square inch absolute)- such as oil_ petroleum. fuel oil, oil sludge, oil refuse, gasoline, kerenene and oil mixed with tithes rtcn I uzardtws W rite; and crude oils. 1.31. Project —The total construction of which the Work to be provided under the Contract Documents ma} be the whole, a a part as indicated elsewhere in the Contract Documents. 1.31a. Rs houcirvy Hatenal Stwrce. special nuclear. or byproduct material as defined My the Atomic: Energy Act of F I('fX-46?4FR.4L CGNtN'ROAfi 141A-a q')4U HAri�n w/ Ca'lY OF FOItTt,ULLI NS MUDIPICATIOYS nili.V-0rZUOU I 19?4 (42 USC Section 2011 et set j as amended from time to time. 1.32b Regular FI'orkinQ Hours -Regular workirw hours are defined as ToWin w 6:i10nm unless otherwise specified in the General Requirements. 1_33- Residew Ptoiect Representative --The authorized representative ofENUINEER who may he assigned to the site or any part thereof: 1.34. Smiiples—Ph}-sisal examples of materials, equipment. or workmanship that are representative of some portion of the Work and which establish the standards by which such portion of the Work will be judged 1.34i Shop Dywivingo--All drawings diagrams, illustrations, schedules and other data or information which arc specifically prepared or assembled by or few CONTRACTOR and submitted by CONTRACTOR to illustrate some portion of the Work. t _36. Specifications —Those portions of the Contract Documents consisting of written technical descriptions of materials, equipment, constnteticm systems, standaiLE and workmanship as applied to the Work and certain administrative details applimble thereto. 1.37, Subcontractor --tin individual, firm or corporation having a direct contract with CONTRACTOR or with any other Subcontractor far the performance of a part of the Work at the site. 1.38_ Sid>sitainal Completion --The Work (or it specified part thereof, has fxogressed to the point where, in the opinion of ENOINF:ER as evidenced to EN`GUEER's definitive cenific:ate of Substantial Completion, it is sullicient ly complete, m accordance with the Cortmct Documents, so that the Won, (or specified part) can be utilized for the purposes for which it is intended. a if no such certificate is d _issuewhen the Work is cmplete and ready tier fimal payment as evidenced Iry F,NGT FER's written recommendation of final payment in accordance with paragraph 14.13_ The terms "substantially complete" "Intl "substantially completed" as applied to all or pan of the Work, refer to Substantial Completion thereof 1,39_ Supplementary Cco)ditiotm—The pan of the Contract Documents which amends or supplements these General Conditions.. 1.40. Suppliei—A manufacturer, fabricator, supplier, distributor-materialman or vendor having a direct contract with CONTRACFUR or with any Subcottractor to furnish materials or equipment to be incorporated in the Work by CO\TRACTOR or any Subcontractor. 141, Underground Focnirries—.All pipeline&. conduits, ducts, cables, wires, manholes, vaults, tanks, tunnels ur other such facilities or attachment-, and am• encascrientc containing such facilities which have been installed confer=— ound to furnish any of the following services or materials electricity, gases, stemn. liquid petroleum products telephone or other communication cable television. sewage and drainage removal. traffic or outer control systems or water. 142 ilnit Price stork -Work to he raid for on the basis of unit prices. 1.43. Work -The entire completed canstruuction or the various scpatmtely identifiable parts thereof required to be furnished under the Contract Dtx:uments. Work includes and is the result of performing or furnishing labor and filrmshing and incorporating materials and equipment into the construction. and perfomning or furnishing services and furnishing documents, all as required hg the Contract Documents. 1.44. Worfr Change Directive -A written directive to CONT'RAC OK issued on or after the Effective Date of the Aarecmut and sieved by OWNER and recommended by ENGINEER ordering an addition deletion or revision in the Work, or resxmding to differing or unforeseen physical conditions under which the Work is to he performed as provided in pvlmgmph 42 or 4.3 or to emergencies under paragraph6,23, A Work Change Directive will not change the Contract Price or the Contract Times, but is evidence that the parties cstreet that the chatize directed or documented by a Work Change Duective will be incorporated in a subsequently issued Change order following negotiations by the pennies as to its effect if any, on the Contract Price or Cortmct. Times as provided in paragraph 117:2. IA S }bitten .4menaim nt---.A written amendment of the Conu'act Documents, signed by 0W`VTF R and CONTRACTOR on or after the Effective Date of the .Agreement and naumaliy dealing with the nonencinUTIng tw uortedinical rather than strictly' construclionaclated asIv.cis of the Contmct Documents AR'riCLE 2-PREL NIIN-AIZY A•fAT"f ElIS Defir'err of Bfinth-. 21_ 1'<'}en CONTRACTOR delivers the executed Agreements to OIA NEft, COIv"IT2ACTOR shall also deliver to OWNER such Donrds as CONTRACTOR ma} be required to furnish in accordance with paragraph 51, Copies ofDucaments, 12 OWNER shall furnish to C"ON`TRACTOR up to ten copies )unless otherwise specified in the Supplementan Conditicalsj or the Contract Documents as are reasonably necessanfor the execution of the Work. Additional copies will be furnished upon request, at the cost of reproduction. Commencement of Contract Tithes, Notice to Noveed 2.3. The Contract Times will commence to run on the thirtieth day after the Effective Bate of the Agreement, or - EA1Xr OLNERAL CONtrrltONs' t910-8 (1990 FAniou{ w: O n OF t pICC CY1I.LINS MOI�IPIC:4'r10?i5 {la y dR(ANII if a Notice to proceed is given, on the day indicated in the Notice to Proceed A Notice to Procmf may be given at any time within thirty days after the Effective Date of the Agreement:---In-rue--+.n�tstl--wild.--the-c,...'---.„ of Bid cTie nme or the -thirtieth -days after the Eflective Date of- the .Aareement. whichever date isearlia. Starting the Work: 2A. CONTRACTOR shall start to perform tin Work on the date when the Contract Times commence to run but no Work shall he done at the site prior to the date on which the Contract Times commence to run. Before Starting Convtruction: '.5. Before undertaking each pan of the ll�ork_ COtiTItAC.TOR doll cmehtlly study and compare the Contract Documents and check and verify pertinent figures shown thereon and all applicable field measurements. CONTRAC-fOR shall promptly report in writing to I--,NGItiIiFR am, conflict error. ambiguity or dtvcrepsncy which C NTRAM'OR may discover and shall obtain a written interpretation or clarification from FNGI TF',FR Ieftre proceeding with am- Wor6 affected chamber however CON TRAC rOR shall not be liable to Ot;'\tR. or F.NGTNF.FR nix failure to report any conflict, error, ambiguity or discrepancy in the Contract Docurnents, unkxs CONTRACTOR knew or reasomablt shiuld have known thereof. 26- Wiffim ten days after the Effective Date of the Agreement funiess otherwise specified in the General Requintrnents), CONTRACTOR shall submit to EN G INE, ER for review 2_6.1_ a prchnimary= pvergrcas schedule indicating the times (numbers of days or dates) for syarung and completing tic: various stages of the Work including any _1'L7eniatixs specified in the Contract Documents: 262- a prelininan schedule of Shop Drawing and Sannpk submittals which will list each required submittal and the times for submitting. reviewing and processing suchsubmittaC 16'- I In no case will a schedule he acceptable which allows less than'_) calendar ckn's fcxeach rzvicty by' Ett},itezr. 2.6.3. A preliminary schedule of values for all of the Work which will include quantities and prices of items aggregating the Contract Rice and will subdivide. the Work into component pans in sulficient detail to serve as the basis for progress payments durinla construction Such prices will include an appropriate amount of overhead and profit applicable to each item of Work. 2.7, Before any Warn at the site is started. CONTRACTOR ft;&44 L-hp' shall eaeh deliver to the other OW'y,ER with copies to lenriif oil in the- uppl manta rka &iem H-NIGINItER. certificates of insurance (and other evidence of insurance rexscanab}y--rettaeh requested iw OWNER) which i:!)?�'TI2ACTL7R-and-t Rti*]i"sR- ytaatively-care is required to purchase and maintain in accordance with paragraphs 5,4:.56 and -53, Preconffiruction Conference: =.fi. Within twenty days after the Contract Times start to run but before amz Work at the site is stared a conference amended by CONTRACTOR. ENGINEER and others as appropriate will he held to establish a working understanding among the parties as to the Work and to discuss the schedules referred to in prragiaph'__6, procedures for handling Shop Drawing and other submittals processing Applications for Payment and maintaining required records. Initially Acceptable Schedules: 9. Unless otherwise provided in the Contmet Documents, atdeast-ten-days-lxfeae<ailnrri!rtinrt-o4-fife-heat Apphcanon-f,a 44 ym;ent before any work at the site begins a conference attended by i'UN I RACI'OR, 3 &ZffiNEE91Z and others as appiefsiate designated by 0"'NFR, will be held to review for acceptahilitt' to t'Nt, fNf;1;R as provided below the schedules submitted in accordance with pragraph26 and Division 1 - General Requirements. t Y)`t'fRAS'TC?R shall Ivsc an adeLuorwV ton days o make corrections and adjustments and to complete and resubmit the schedules No progress payment shall he made to CO TkACfOR until the schedules are submittal to and acetptvhlc to as provided below, -the progres= schedule will ix acceptable to FNCI\T.T-R as providing an orderly progression of the Work to completion within any specified Rlilestnncs and the Contract Tomes, but such acceptance will neither impose on ENCIFNTER reTonsihilav for the sequencingseheduing or progress of the WA nor interfere with or relive CONTItAC'TOR from CUNTRACI'OR's full respansibilin therefor. CONTRACfOR's schedule of Shop Drawing and Sample subrar.w ens will be acceptable to FNt,PNF.F.R as providing a workable arrangement for reviewing and processing the required submittals CO\TR N(I OR's schedule of values will be acceptable to FNGINTER as to form and substarxe ARTICLE 3--CONT-TIUCCT DOCUMENTS: LM1TENT, ANITINDING, RMSE Intent: 3.1. The Ccmtracl Documents comprise the entire agreement between Ol3'NL•R and CONTRACTOR concerning the WorL 'the Contract Documents are complementary'; what is called for by one is as bindni-, as if called for by all. The Contract rkicuments will be construed in accordance with the law of the place of the Project. It u the intent of the Contract Documents to fiJBLx' G!*4'FAtA_ C'tsMX7t(3:�$ 191" (1 M Edaiatm wifllY OFFORTCOLLJ!v,4 h10Un9CAllOUS iRLl'd UIiU1 describe a functionally complete Project (of pall thereat) to be constructed in accordance with the Contract Documents. .Any Work. materials or equipment that niay reasonably be inferred from the Contract Documents Or from prevailing custom or trade usage as being required to produoe the intended result will IV iitmished and performed whether or not specifically called for. When words or phrases which have a well-known technical ox construction industry or trade meanirn:, are used to describe Work. materials or equipment. such words or phmses shall to interpreted in accordance with that meaning. Clarifications and interpretation; of the Contract lkwuments shall he issued by HNGINEER as provided in paragraph 9.4. 33. Reference to Standards and Sp eillications of Technical Societies; Reporting and Rewhvng Discrepancies 3.3.1- Reference to standards. specifications, manuals or codes of am' technical society, organization or assoostiar, or to the I.aw's or Regulate ms of any governmental authority, whether such reference be I pecific or by implication, shall mean the latest standard pacification, manual, code or Laws or Rtgulatlons in effect at the tine of opening of Pids (or, on the fiffective. Date of the Agrccmcnt if there were no Rids), except as may be otherwise specifically stated in the Contract Documents, 3.3.?. If, during the performance of the Work., CONTRACTOR di. ma% arm' conflict, error, ambiguity or discrepancy within the Contract Documents or between the Contract Documents and any prevision of any such Law or Regulation applicable to the performance of the Work or of any such standard specification., manual or cock or of any Insnuction of any Supplier referred to in paragraph 65, \TRACTc'tR xhall report it to ENOI NTMR in writing at once. and, CONTR-ACTOR shall not proceed with the Work affected therebv {except in an emergency as authorized by paragraph 6.23i until an amendment or supplement to the Contract Documents has been issued by one of the methods indicated in paragraph 3.5 or 3.6. provided however, that CONITR.ACTCRR shall not be liable to OW X R or ENG,T\TER for ladure to report any such axtflict, error, ambiguity or discrepancy unless CONTRACTOR knew or reasonably should have known thereof 333. Except as otherwise specifically stated in the Contract Documents or as may be provided by amenc$nent or supplement thereto issued by one of the methods indicated in paragraph 3.i or 36, the provisions of the Contract Documents shall take precedence in resolving any conflict, error, ambiguity or discrepancy between the provisions of the Contract Documents and: 3.3.3.1, the provisions of any such standard, specification, mamml, codeor instruction (whether or not specifically inco porated by reference in the (Contract OocumenLs); or 3.33. the provisions of any such Laws or Regulations applicable to the performance of the )Mork (unless such an interpretation of the provisions of the Contract Documents would result in violation of such Law or Regulation). No provision of any such xci,ndard, specification, manual, crepe or instruction shall be effective it) change fie duties and responsibilities of OWNER, COte'TRA(`toR or f:NGINTl:k, or any of their sulxxrturactens. consultants, agents or employees from those tent. forth in the Contract Documents, nor stall it be effective to assign to OWN!K FNGTK,FER or any of ENGiN'EFR's Consultants, agents or employees tiny duty or authority to supervise or direct the ftuttislmfrmg or performance of the Work or any duty or authoring to undertake responsibility inconsistent with the provisions of paragraph 9.1 3 of any otter provision of the Contract Documents. 3.4_ Whumver in the Contract Documents the terms "as ordered", "as directed "as required"_ "as allmvcd", "as approved" or terms of like effect or import are usea or the adjectives "reasonable". "suitable'. "acceptable". "proper" or "satisfactory" or adjectives of like effect or import are used to describe a requirement, direction review or judment of FNGfNT:ER as to the Work, it is intended that such requirement, direction, review or judgment will be solely to evaluate, in generaL the completed lark for compliance with the requirements Of and information in the Contract Documents aid conformance with the design concept of the completed project as a functioning whole as shown or indicated In the Contract Documents (unless there is a secific statement Indicating otherwise). The use of anv such term or adjective shall net be effective to assign to UgMNTER anv duty or authority to supervise or direct the furnishing ex performance of the Work or any duty or authority to undertake respersibil U contrary to the provisions of paragraph 9.13 or am, other provision of the Contract Documents. Amending and Supplementing Contrail Documents 3.5. The Contract Documents may be amended to provide for additions, deletions and revisions in the Work or to mortify the terms and conditions thereof in one or more of the following wuys: 3.5.1. a formal Written Amendment, 3.5.1 a Chance Corder fpnustaint to paragraph I0.4i, nr CONINT(?Ns 1910-S(19W chum) x C1TY OF FORT ('O1LIANSMI ODiTCA RONS M13% 20001 35.3, a Work Change Directive (pursuant to p ar igaph 10 1). 16 In addition- the requirements of the Contract Documents may be supplemented and minor variations and deviations in the Mork may he authorized., in one or more of the following ways. 3.6.1, A Field Order (pursuant to paragraph 9.5). 3.6.2. ENI (3L\EER's approval of a Shop Drawing or Sample (pursuant to paragraphs 6.26 atu16.27). or 3.6.3. ENUI'tEER's written interpretation or clarification {putruarn to paragraph 941 Reuse of Documents 3.7. C0NTkV:T0F, and any Subcontractor a Supplier or other person or organization pert'rumine or furnishing any of the Work under a direct or indirect contract with OWT,QFR (i) shall not have or acquire am title to or ownershtp rights in any of tlme Drawings, Specifications or other documents for copies of any thcreofj prepared by or hearing the seal of ENGINE -.R or ENGINFFR's Consultant, and (it) shall not retcse arty of such Drawing, Specifications, other documents or copies rn extensions of the Project or any other project without wrinen consent of OWNER and EIvGrNrEER and specific written verification of adaptation by b=UCrDNHEK. ARTICLE 4--AVAILABILITY OF LANDS; Sl'MURF'ACE AND MYSICAL CONDITIONS; RF.FFRF.NCF.. POINTS Aiuilabifin, of Land).': 4.1 OWNER shall furrustt as indicated in the Contract Iiocurnenu, the panels upon which the Rork is to be Performed, naahts-of-way and easements; for access thereto, and such other lands, which are designated for the use of C ONIT LAC'TOIt (port reasonable written request, C-'.:'r'��irsha3l-ittmi:k-{'t-iiv-I�-tF'3=GtI2-W tth--fl-t'orrext statement Of record legal title and legal description of the lands -upon-which-the-Work 4s -to -be performedand OWNTR's-interest therein as necessary for gifting notice of or filing a meihiiiiies -lien against such lards III OWNER shall idomifv am encumbrances or restrictions not of general application lint specifically r dated to use of lands so furnished with which CONTRACTOR will have to comply in performing the Work, riasements for permanent structures or permanent changes in existing facilities will he obtained and paid for by OWNTR unless Otherwise provided in the Contract Documents, If CONfR.ACfOR and OWNER are unable to aurae on entitlement to or the amount a extent of any adjustments ut the Contract Prier of the amtract Times as a result of any delay in Ott'NHWR furnishing these lands, rights-of- wav er casements. CONTRACTOR may make a claim therefir as provided in Articles I and 12. CONTRACTOR shall provide for all additional lands and access thereto that may be required for temporary construction facilities or storage of materials and equipment- 4 '. Subsurface and Pkriieal Conditions: 4.:1- Reyarxa and Drawings: Reference is made to the Supplementary Conditions for identification of: 42-1,J Submirface Cuiu€ttiuns: Those reports of explorations and tests of subsurface conditions at or contiguous to the site that have been utihmd by ENOI;NEER in preparing the Contract Documents: and 4.11.1 Pin sical C on Mions. Those drawings of physical conditions in or relating to existing surface or subsurface structures at or contiguous to the site (except tinckrground >:acilitiec} that have heen utilized by ENGINEER in preparing the Contract Documents. 4,2 2 Onfited Reliance hr C0A7R.4C7r)R Audwrized; Technical Data: CO)\TRAC: TOR may rely upon the acnerad accuracy of the "technical data" contained in such �epnrts and dmycings. but such reports and drawings arc not Contract 1lnc umcnts. Such "technical data" is identified in the Supplementary Conditions Except for such reliance on .such "technical data", CON-1'RAC'rOR may not rely upon or make any claim against OWN[ K HNUINKFW cx any of E',> OUNEER_s Comsultants with respect to. 422.1, the completeness of such reports and drawings for (70\7RAC7OR's purpose., including, but not limited to, any aspects of the mearts, methods, techniques. sequences and procedures of wratruction to IV employed In CONTRACTOR and sitery precautums oral prugmms in endem thereto, or 42.2.2. other data. Interpretations, opinions ,and information contained in such reports or shown or indiu-nted in such drawings, or 4223- any CO\TTIGACTOR mterpretaticm of or conclusion draum from any "technical data" or any such data- mterpreurtions, opinions or information. 42.3 Notice of Diffienng Subsurface or Pirvveal Conditions: if COKI ACTOR believes that any subsurface or physical condition at or contiguous to the site that is uncovered cu revealed either. 42.3.1, is of such a nature as to establish that any, "technical data" on which CONTRACTOR is emitted to rely as provided in paragraphs 4.:.l and 4.2.2 is materially maccuratc. or 413-2, is of such a nature as to require a change in the Contract Documents, it 4. 3-3. differs mwerialdv from that shown or &:acrx• cEvex v. covanlc�=.� t a uo-s 0994B.c(itimr w ellY OF FORT COLLINS MODIFICA1IONS(µEye772000t indicated in the Contract Documents. or 41.3A. is or an unusual nature. and differs materially from conditions ordinarily encountered and generally recognized as inherent in work of the character provided for in the Contract Ducwnents. then CONTRACTOR shall, promptl; immediately after becct unit aware thereof and before further disturbing conditions aflectecl thereby or performing any Work in connection therewith (except in an emergency as permitted by pam�apih 6 23,l notify OWNER and ENGINEER in ,wraing about such condition. CONTRACTOR shall not further dcturh such conditions or perform any Work in connection therewith texccpt m aforesaid) until receipt of written order to do so. 4.2A. ENGIAELY's Review. LNULNEER will promptly review the pertinent conditions, determine the necessity of OWIvER's obtaining additional exploration or tests with respect thereto and advise- OWNER in w•ntme, (with a copy to C'.ONTRAC'l-OR) of HNGINf LR's findings and cxoncluanns 4-2 � Possible Contract Dcu uments Change: If hNGINFEK concludes that a chnnyc in the Contract lhxuments is required as a result of a condition that meets one or more of the categories in paragraph 4.2. 3. a Work Change Directive or a {hinge Order will be issued as provided in Article to in reflect and document the consequences of such change. 4 2.6. PasmNe Pnee and tames .44xvtmems. An equitable adjustment in the Contract Prim or in the Contract Tunes- or both will be allowed to the extent that the existence of such uncovered cx revealed condition c:ausc�., to increase er decrease•. in CONTRICTOR's cost of, or time required for perlormanee of the Work. subject, however, to the following: 4.2.6.1. such condition must meet any one a more of the categones described in lxoragrrphs4.23.1 through 423.4, inclusive. 42,6 Z a change in the Comraci Documents pursuant to paragraph 4.2�; will no be an automatic authorization of nor a condition precedent to entitlement to any such adjustment. 42 03 with respect to Work that is paid far on a Unit price Basis• any adjustment in Contract Price will be subject to the provisions of paragraphs 9. I it and 1 l a: and 42.oA. COti" 11ZACTOR shall not be entitled to any adjustment in the Contract Price or Times if, 4.-0.4-1. CO:NIT2ACIOR knew of the existence of such conditions at the time CONTRACTOR made a final commitment to OWNER in respect of Contract Pace and Cottmet Times by the