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426767 HOFF CONSTRUCTION - CONTRACT - BID - 7536 DIAGONAL WALK & STAGE IMPROVEMENTS FOR POUDRE
City of Fort Collins • Purchasing SPECIFICATIONS AND Financial Services Purchasing Division 215 N. Mason St. 2"" Floor PO Box 580 Fort Collins, CO 80522 970.221.6775 970.221.6707 fcgov. con✓purchasing CONTRACT DOCUMENTS FOR DIAGONAL WALK & STAGE IMPROVEMENTS FOR POUDRE RIVER PUBLIC LIBRARY DISTRICT BID NO. 7536 PURCHASING DIVISION 215 NORTH MASON STREET, 2ND FLOOR, FORT COLLINS • AUGUST 13, 2013 - 3:00 P.M. (OUR CLOCK) ability of the bidder to provide future maintenance and service for the use of the subject of the contract, and (9) any other circumstances which will affect the bidder's performance of the contract. 3.3. Each Bidder may be required to show that he has handled former Work so that no just claims are pending against such Work. No Bid will be accepted from a Bidder who is engaged on any other Work which would impair his ability to perform or finance this Work. 3.4 No Bidder shall be in default on the performance of any other contract with the City or in the payment of any taxes, licenses or other monies due to the City. 4.0 EXAMINATION OF CONTRACT DOCUMENTS AND SITE 4.1. It is the responsibility of each Bidder, before submitting a Bid, to (a) examine the Contract Documents thoroughly, (b) visit the site to familiarize himself with local conditions that may in any manner affect cost, progress or performance of the Work, (c) familiarize himself with federal, state and local laws, ordinances, rules and regulations that may in any manner affect cost, progress or performance of the Work, (d) study and carefully correlate Bidder's observations with the Contract Documents, and (e) notify Engineer of all conflicts, errors or discrepancies in the Contract Documents. 4.2. Reference is made to the Supplementary Conditions for identification of: Subsurface and Physical Conditions SC-4.2. • 4.3. The submission of a Bid will constitute an incontrovertible representation by Bidder that Bidder has complied with every requirement of this Article 4, that without exception the Bid is premised upon performing and furnishing the Work required by the Contract Documents and such means, methods, techniques, sequences or procedures of construction as may be indicated in or required by the Contract Documents, and that the Contract Documents are sufficient in scope and detail to indicate and convey understanding of all terms and conditions for performance and furnishing of the Work. 5.0 INTERPRETATIONS AND ADDENDA. 5.1. All questions about the meaning or intent of the Bidding Documents are to be submitted in writing to the Engineer and the OWNER. Interpretation or clarifications considered necessary in response to such questions will be issued only by Addenda. Questions received less than seven days prior to the date for opening of the Bids may not be answered. Only questions answered by formal written Addenda will be binding. Oral and other interpretations or clarifications will be without legal effect. 5.2. All questions concerning the scope of this project should be directed to the Engineer. Questions regarding submittal of bids should be directed to the City of Fort Collins' Purchasing Division. 5.3. Addenda may also be issued to modify the Bidding Documents as deemed advisable by OWNER or Engineer. 0 structures at -or contiguous to the site that have been ;utili e'd by ENGII\=— in preparing the.Conrma Documents. _it -Forthtrrpersgraphs 53-tFirottgh 5-t(1; 8.6. M'NER is obligated to execute Change Orders'as indicated in' paragraph 10.4. obtained during;such,visits and observations. t will. endeavor Cor the benefit of OWNMR to in general, if �thc;'Work is..preecediri6 iri site insoections to check the quality or 83 „OWNER's .responsibility in respect ,of certain. the cijmpleted Work will conform generally to inspeeuons, tens' sriil appr'ogals is "set �Conh' in Cortliact Documents. On theliasis oCsuch visits anc laragmph13.4. kite observations, ENGINEER will kelp OW] informed of the progress of the :Work and will endeav 8;8. In connection with OIVNER's right to:stop;Worl or guard OWNER ;against AefecNve Work. ENGINE +suslxnd Work, sec pamgraphs.l"3.10 'and 15.L lisits.'and on=site olkcivahoiis arc subjea to -all Parawaph I53 deals with OWNER's riJtt to tennihate limitations on ENGINEER's authonty �and'resporuit services of CONTRACTOR under certain circumstances.. set- forth in' paragraph 9:13,+and particularly, but wii `8.9. The OWNER shall not supervise, director have control or authority over, -itor be responsible for, CONfRACTOR's means, methods, techniques; sequences or procedures of construction or dtcsafety precautions and programs..incident .thereto, or for any thilure- of CON't'RAM'OR to comply with Laws and Regulations, applicable to the furnishing or performancc'of the R', ik-. OWNER..will not be rsponsiblc for CONI'RACTOK's, Olure'to perfoml or'furriish the Work in accordance with the Contract Documents. :.n�aacwcincn-i^, _ '.a ra._ ___- oriik'Site-i9 8.1.1. if and 10,1he extent �0;)VNER 11...:..:�.�.-1 ea F....::.1, atrtutgeritanls—Fwv�beeri madr—t0—satisfy-OWNE[2's responsibility-in-resptot-thereof-will-be-as�sat-forth=in-thz Supplementary-G6hdiit6rts.. .ARTICLE 9—FrxGTNEF.'R'S STATUS DL-RTNG CONSTRUCTION ORAER's Represegtptire: 9.1. ENGINEER will be OWNER's representative during the construction .period.. The duties and _responsibilities and the limitations of authority of ENGINEER as OWMER's representative during; construcion•are set.foith in the Contract Documents and shall noixbe extended %without written consent of 6XVf"ER trill ENGII EER Fitsib to Site: •9.4: ENGINEER will make visits to the site at intervals -appropriaie to the: various. stages of construction as ENGINEER deeins,necesary in order to observe as an experienced and qualified design professional the progress EJCDC GENERAL C6I,01710NS 1910-8 (100 E(fition) %i ciTY OF FORT COLLI Ns NioDIn C' A-nONS ttttl' 4/2000) visits or observations of 'E ONfRAGMWs Work ENGINEER 'will not supervise; direct, control or hale authority over of be responsible for CONI'RACTOR's tneaivs,methods, techniques,..sequences or procedures of cortttNetion, or the safety precautions -sand programs incident thereto, or for any,failure of CONTCRACTOR.to comply with Taws and Regulations .applicable to :the furnishing or perfomtancc of the Work. Projeci Represenative:. 9.3.1. The .Representative's dealings in matters hertainine. to the.ori-site work will, in general, be with the ENGINEER -and CONTRACTOR.. But; '.the Representative will Leer)- the OWNER properly. advised 'about such matters. The Representative's deatinics'.with subcontractors will only.be through or with the full khowledge and .approval oC the CONTRACTOR. 93.2. Duties and Responsibilities: Representative will: -9.31.1.Schedules Review- the progress 19- 0 schedule: -and 'other ..schedules . -ores tired by thz CONTRACTOR . and consult with 'the ENGINEER concernina acceptability: 91.,2.2. :'Conferences and Meelmg - .Attend: ffi etify with the CONTRACTOR Stich m preconstruction conferences._pioEfess meeting§: and other iob' conferences and .prepare, and circulate copies of minutes ofmcetipg. 93.2.3: Lia isun 932 3:1 _ Serve' as ENGINEEI2:S hison with CONTRACTOR; working .principally through CONE RACTOR'S. superintendent to a. st.thc CONTRA( l'OR in ubdanandine the ContractDocwn6nts. 9.3:2.32: Assist in obtaining from.OWNER additional details -or infomratibm when. rewired, for oroperexecution of the Work. 9:32.33. Advice tlrc ENGINEER and GONT'RA(:TOR: of the-commencement,ot any Work rcquirirte'a -Shop'Drawing or simple submission if the submission has not buri'anrnovcd by the'FiNGWRER: 9.3.2.4.Review• of 1 ork' Rejection of Defective Work: Insncctionsand TcsLc- 9.32.4.1. Conduct: on-sitc bbservations of the Work in oro>?ress to assist El�rGLNEER in determining that the Work is procmdine in accordance with the Contract Documents. - 0 9.32.4.3. Accompany visi[irta ins ectors repr6nitingpuublic or other:agzncies'havine, jurisdiction oveethe Project, recixd the rzsults of these 'inspections and report to the ENGINEER ' 9.3.25. Interpretation. of Contract Documents. Report to ENGINEER when clarifications aril iritcroreWions bFthe Contact. Documents are needed and trurmnit :to CONTRACTOR clarification and interpretation• of the Contract Documents' as i§sued by the ENGINEER 9.3.2.&, Modifications: Consider: and evaluate- :CONTRACTOR'S suggestions -for EJCUCGENERAI:'CONI)InO`619104 t1990E(ltim), 20 wl ClTyoFFORTooLLINShtootFICAT1oNs QtEV42000) 0 modification in Drgwi ics' or Specifications and report -these recommendations to..ENGINEER"- Accurately: transmit to CONTRACTOR decisions' issued bvahe ENGREER: 93.2.7: Records. 9.3.2.$.I Furnish ENGINELR__period c reports, -as. retuned of the piogress' of Lhe Work' -and of. the CONTRACTOR'S cc% pliance with the-jjmgressjschedule"and :schedule .of shop Dra%ti and _ sample submittals,'9:3.2.8:2. Consult with INOINEER in "addarice of scheduhrth, niaior- tests - inspections or start of important phases of the Work. '9.3.2.8:3: Draft proposed Cbanee.Ordars and 'Work Directive Charngis 'obtaining bnckup mnterial from the'CONTRAUrOR and 'reconrmend" "to ENGINEER" Change 'Orders. Work, Directive -Charges and field ,orders.. _.. - .. 932.8.4. .Reobit immedmteN to ENGINEERand OWNER the occurrence.of .any accident. 9:3.2.9. Pavinent Requests Review "applications 'four raymsnt with CONTRACTOR far compliance with.' they .established procedure for their .submimionland forward with recommendation to ENGINEER notigg particularly the relationship of the payment reoiested to the schedule oCyalues work completed and materials and e uq ipnent delivered at the site but -not incopormed nn4he Work.: - .. . 93210. Comoletion: 9:3:2:10:1. Belpre ENGINEER issues a Certificate of Substantial Completion, submit to CONTRACTOR a list of observed items reuuirine correction or completion. 93.j:10.2. Conduct final inspection in the companv."of .the F�tGINEER_ OWNER and CONTRACTOR "and "pr4rc a final list 'of items to be corrected or completed.. 9.3.2.10.3. .Observe that all items on the., final list have been corrected or complcied and make recommendations to ENGINEER cornering acceritanee. 43:3. Limitation of Authority: The Representative shall not: 9.33.1. .Authorize any deviationsfrom.. the Contract Documents. or accept any subslituto materials or equipmenunless authorized by the. ENGINEER 9.3.32. Excccd.limitations" of ENGINEER'S autharity as set forth in the Contract Documents. 9.3.33. Undertike..anv of the responsibilities of the .CONTRACTOR Subcontractors, or CONTRACTOjt'S superintendent. 9 3 3 4. Advise on, or issue directions relative to.=oriassume control over any_aspect of the means' :methods, teia clues, sequences .or procedures for construction unless such is s�eciGcallyealled for in the Contract -Documents: 9.33.5. Advise on or issue directions reearding or .assume control over "safety precautions aialp[oc,ams in cbnnectiorls with the Work. 93.3.6. Accept Shoo Drawings or -_sample submittals from anyone other :than the CONTRACTOR 9337. Authorize O"rlM-R to occupy the. Work -:in whole or in part. 9.3.3.8.. Participate in specialized field or laboratory.tesls or inspections conducted by others eecept as specifically- authorized 'by- "_the ENGINEER Clarifncationiiandlnterprehitions.: - ?9.4: ENGINEER will issue with reasonable.prompgxss such written clarifications or 'interpretations of the FJCDC GENERAL CONDITI ONS 19104 (1 M E(blia0 R4CITY OF FORT COLLIES MODWI CATIONS tRSV 4R000) its of the.Contricf Documents (in the form ;of or otherwise) as ENGINEER may determine and `CONTRACTOR. If. OIVNFR or or the Conima t'Times and the -parties are uriable'to agree to the, amount or eetent "'thereof, if `anyy, OWNER or` CONTRACTOR may make e,viritten cl inn therefor as providedfinAriicle I I or -Article 12. Authom" ed Variations in II'ark: 9.5: FNGINEER° may ,authorize minor variations. in the; 14'or.- Gorn the requirements of the ;Coi trac( Oacunims which do not "involve an,ad)ustment in the Contract Price or the Contract Tames and are compatible with the dcaign?concept of the completed Project as a functioning whole as. indicated by the Contract Documents. The_sernayheaocomplishedby' aField Order and will be binding on .QWNER and ...also on CON7 RACI'OR who shall, perform the Work involved promptly. If OWNER of coor'RACTOR Believes that a Field Order iustifies an adiustment in thaContract Price or claim therefor as Rejecting Defective IVrirk: 9.6. ENGfNF.ER will have authority to disapprove -or reject4ork which EiVGT14E#R believes to he defective, or that ENGINEER believes will not produce a completed Project that'cortfornis to, the Contract Documents or that will prejudice the integrity of the desigrrconcept of the ai_mpleted Project functioning whole. as indicated by the Contract Documents: ENGINEER will also hive authority to require special inspection or testing of the Work. as provided 'in paragraph 13.9,;whether or not the Shop Drawings, Change OrdersaridPaymenri. 9:71 In connection with GNGINEER's-authority:as to Shop Driivings and Simples. sec paragraphs 6.24 through 6.28 inclusive. 9.8. In connection with ENGINEERS tiuthiuity as. to Change Orders; see Articles,l0, 11. and 12. - 9.9. In connection with ENGINEE2's authority as to ApplicatioruTorPayment, sze'Article 14. Determinations for Unit Pricer: 9.10. ENGINEER will delerminethe actual quantities and classifications or Unit Price Work performed by CONTRACTOR. ENGINEER 'will' review v61h CONTRACfOR the ENGINFER's preliminary, determinations onsuch mattcrs'before rendering awritteit n decision thereon (by recommendation of an Application 21 LJ 0 • Decisions on'1XVIU ec 9.11. FNGINFER will be the -initial interpreter of the requirementrof the Contract Docuhicnts and judge 'of the - acceptability of the Work thereunder.- Claim-,. disputes and other maths relating to the:acceptability of the Work'br the interpretation of the reouircments of the Contract in the in sothcr. party to the Agrccment.promptly(but in no event .later than'thirty days)`after the,start ofifte occurrence -or' event giving rise thereto, and written supporiing data will belsubmitted to ENGINEER and the other party within si;Nty' days. after the startof such occurrence or event tinless. NGINEER allows'im additional, period. of time -fir the submission of additional or more nocuratc-data in support. .of such.claim, dispute or outer riiatter:. The opposing party :shall submit any response to ENGTNEEt and the,claimanl an at tin set writ toiArticle 16,or60 if written aansion is aeuvereu cy, v.tvrvnx or CONTRACTOR to the other and io ENGINEER within thirty 'days, after the date of such decision arid- a formal proceedirq; is instituted by the appealing party ut a„fbium of ,competent jurisdiction.to c�ercise -such rights tin remedies as the appcahng party, may have ttith res}x:ct to sutlt claim,. dispute cnther matter iri'accordanoe with applicable Laws and Regulations within sixty -days of the dnteWo such. EJCDC GEt`"ERAL'CONDITIONS 19104 (1990 E(fitim) �z. w/CITI'6FI--ORTobLLIN6M(3DIIICATIONS(Rt:V4/2000) 0 Zdecision unless:otherwise agreed in writing by O`<VNER CONTRACTOR 9.13, Lintilations at LNG1NILR's rluthorib, :and XegrnnsibiGries:' ' 9.13.1. Neithe? h'NGINFE.R's. authority' or restortsihihty wider This Articic'9'or under arry ", Incr provision of the Contract Documents nor:anydecision made by'FNGINEER in good faith either to.exercise or -not crercisc such authority or responsibility or.the undertaking, cecrctsc or p'erformancc of any authority or reslwnsibiliii; by fNGINF,F.R shall ctcativ im'se or- give. ring -,to any dirty owM,by,ENGhNEER to wtvi nn i vie, any, auncomracmr, any s any, other person on organum icim or to any su or cmploycp,o'r agcnf of any of tl em. 9:132. ENGINEER .usll not 'supervise, control or have authority over or be:respons or Regulatioru,' -applicable' to the kitnishing or. performance of the Work. -ENTGIN) GR will not be responsible for CONTRACTOles Failure to perform or furush.the_Woik m'aacordance with.the-Cottract Documents. 9:_13.3. ENGEER will riot be responsible for the actIN s or omissions• of CONTRACTOR or of: any Sulicamraclor• any of or of any;other person or, organiaitlorn performing o' fu ti sh ns any of the Work. ' and,approvals and other documentation niquired to Ke delivered by "parn&aph14.12 will only be to determine genemlly.thi t their content complies with the requirements of, and in the case of wnificates'of inspections tests and approyals that the results certified indii:ale compliancx with, the Contract Docutncnts. 9.13.5. The limitations. .upon •authority, .and responsibility set forth in this Paragraph,?.) 3;sb all also apply to ENGINEER's Consultants Resident Project' RePresentativeand assistants. ARTICLE 10—CHANGF;4IN THE NVORK 10.1. Without invi lidatatg the Agreement and without notice to zany surety, OWNGR'may, at anytimeor from time to time, order'additioris; deletions or revisions'in the Work: Such additions, dclkions or fevision's will be authorized by,a W'riiien Amendment a Change Order, or Work Change .Directive. Upon receipt of any, such docimicnt,'CONTl2ACTOR shall'promptly proceed with the . Work involved 1which will be performed under the applicable conclitions.of the Conunet I.)ncuments (except as otherwise specific allyprovided). 10.2. If OWNER and CONTRACTOR are unable to ,agree as to the,ei�tent, if any, of an adlustrrent in e Conanct Price or ao adjustment of the Contract`Times that should be allowed as,a.result of a'Work Change Directive, s claim may, be made therefor as provided in Article T j or Article 12; 10.3. CONTRACTOR shall not be entitled to an increase in the Contact Price or an extertsion of the Contract TThnzs with respec t to any Work performed that is not required by the Contract Documents as amended, modified and +supplemented as pFavided in paraginphs , and 3.6,,cucpt. in the case.o f an emergency as provided n,paragraph 6.23 ,or inthe case of uncovering Work :as provided in paragraph 13.9. 10.4.. OWNQF.R'and CONTRACTOR shall execute. appropriate Change Orders recommended by ENGINIZR (or Written Amendments) cxweiing: 10.4.1. changes in the Work which are (i) ordered by OWNER pursuant to paragraph 10.1;(ii)required because of'.aeceptanbz of 'defective Work under paragraph 13.13 or correcting defective Work under pamgmph 13.14, or (iii) agreed i6 by the parties: 10.4.2: changes in the Coritmct Price or Contract .Times which are aveed to by the parties; tint] 10.4.3. changes in the Contract Price or Contract .Times which embody the substance of any written decision rendered by ENGINEER' ,pursuant to paragraph 9.11,. providedAaat m lieu of executing any such Change Older,. an appeal may be taken front any such deciion.in accordance with tie pro visao'ris of the Contract Documents and applicable,Laws.and Regultitions, but during any: such .appee1, CONTRACTOR shall carrrryy on'the Woti:.and adher'z o the 'progress schedule as provided ' in. paragraph,6.29. 105. If notice of any change affecting the. general scope of the. Work or the provisions of the Contract Documents FJC I OE< ERAL CONDITIONS 1910E (1990 Emaivn) a/QTy OF FORT COLLINS htODMF i2A7rIONS4dW42011f1j. (including butn6tarmited to ,Contract Price or Contract Times)'is required by the provisicin'6f any Bond to be given to a surety, the giving of anysuch notice will be CONTRACTOR'S responsibility and the amount of each applicable Bond will be adjusted'accoraingdy, ARTICLE II —CHANCE OFCOINTRACT PRICE 11.1. The Contract Prig, constitutes the total comp nsation (subject to authorised adjustments) paynble to CONTRACTOR for performing the' Word , All duties, respnasihilities and obligations assiged'to or undertaken T by C ONRACTOR shall be at CONTRACT'OR's cxpense wtih'out change in' the Contract Price. 1,12 Thee Contract Prices may_only be changed. by,a Change Order or by.a Written Amcrdnient Any claim for an adjustment in the Contract Price "shall be based on written notice dclwercd by thc'party riakiirg the claim to the oilier Party,: and to ENGINEER proriiptly (bui'.in no event later than thirty 'days) after the start of the oecmenuic or event giving rise to the claim end stating the general rmture of., the claim. Notice of the amount of the claim .with supportir, data shall be delivered within sixty days after the start of such occurrence or event (unless FNGINFER allows additional time for_cl5imant to submit which the claimant 'is entitled as a result of said occurrence or event All"claims for .'adjustment;in.the Coshall ntract Price all be 'determined by'.ENGINEER in accordance 'with paragiiipH9.11 if OWNER and ,CT'OR,cannol otherwise, agrec,on.the;ami No claim for an adjustment in, the Coril be valid if not submitted in accordance with 11:2 11.1 The salve of any Wink covered by a.-.Ch:• Chang-e Order or of any claim for an adjustmeni in the` Contract Price will be determined as'follows: 11.3. L where the Work involved is covered by unit prices contained in the Contract Documents, by application of such unit prices to the quantities of the items. 'involved (subject to the .provisions of 23 • 0 0 pmagaphs 11,9.1 through 11.93,,inclusive); CONTRACTOR shall obtain competitive bids from W*ciniractms acoe'PtaW :to OWNER acid 11.3.2: where,ihe Work involved is not covered by CONTRACTOR and ;shall deliver such .bids to time pr es can avied n the Contract Docvinienis, bye OWNER who will then determine with the advice of mutually a tat"payment bass, includmg'lumP.sun ENGINTEER,'wluch'bids iCany wdlbe'axeptel If (which may include' an allovvni ce fOr Overhead and; a 1V SPbCb VAC[ piOVldeS that the $11bCOn1raC10i LS 20 profit not necessarily in accordance with; be paid on the basis,of Cost of the Work plus a fee, paragraph 11.6.2)i the Subcontractor's Cost of the Work and fee shall be determined in the same manner as CONfRACTOR's 11 3:3, �tvhere the "fork involved is not covered by unit. Cost of the "Work 'and fee as provided in prices :contained in the `Contract Documents aril paragraphs 1114, 11.5, 116 and 11.7. All agreement to -a lump sum is . not reached 'under subcontracts shall be subjectlo the other provisions of paragraph 11 3-2, or the basis'of the Cost of, the Work . th'e Contract Nocuments ins-ofii as applicable. " (determined as provided in paragraphs 11 4-and 11.5) plus n 1 KACirok's fee for overhead and profit 11:4.4. Costa of special'consultants (including but .CUN (detcrminedasprovidcdinparagraphll.¢). not limited to engineers architects, testing laboiatorie; :surveyors aubffieys and accountants) cost oplreIVork:' crilployed fix services specifically related to the 'Work:. 11.4. The term Cost of the'Work means theisuni of all ,costs necessarily incurred and paid by CONTRACTOR iar 11.4.5. Su pplgmematcosts includingthe Collowing: 'the proper per'formance of the Work: Rxcepras otherwise' may he agreed to 1,in writing by OWNER such costs shall 11A:5.1. The proportion of necessary: be. in :amounts no higher than those prevailing in the transportation, travel and subsistence expenses of locality of the Project, 'shall 'include only, the following. CONTRACTOR's employees. .incurred in items and shall not include"any of the costs Itemized iii: dischargc:ofduties coimcctcd with the Work. paragraph 11,5E 11.4:.5.2. Cost, includingtmnsportatimi. and 11.4.1.AayToll costs;_for employees in the direct' maintenance, of all materials, supplies, employ of CONTRACTOR in the performance of die equipment;,. machinery, appliances; office and ,Work under schedules of job classifications -agreed temporary facilities at the site and haled tools not upon by %OWNER; and CONTRACTOR: such owned by,thc work-crs, which arc consumed in' the employees, shall include without limitation pefforniance of the Work and cost less mar ker supentitendents; 'firemen and other, personnel value of such items used but not consunied which employed full-time ai:the site. Payroll costs for remain the propertyyoCCONTRACTOR: employers not,employed full-time on the "fork shall be apportioned on the basis of their tune spent. on the. 11 4.53. Rentals of all construction Work Payroll costs sha, li t ll includel-nat be limited to; equipmeni and machine y 'and the' parts thereof salriiesand vvages'plus the -cost of, fringebenefits whether rented from" CONTRACTOR orothers in which' shall include social security contributions, axordance: with renui) agreennents approved by unemployment, excise and payroll taxes, :workers' OWNER with the advice of ENGINEER, and the canpensation,'health,and-reiirement benefits bonuses; costs of transportation loading; unloadingapplicable thereto. installation: dismaritling.and removal thereof -all The expcnse�s of perfomirig "York after regular in accmdan6c with' terms of said rental working hours; on Saturday, Stindav or legal. holidays, agreements. The rental of any such, equipment, shall be included.in,lhe above.totke ezlem.authogzed machtnery or parts 'shell.�cease when the use by O WNE[2". thinof is no longet necessary for the Work. 11.4 2.'Cost of:all. materials, and equipment furnished 11.4:5.4. Sales; consumer, use or similar taxes and nco pointed m the Work, mcluding costs 'of" related to flit arid, which Vanspo ation and -storage thereof, and Suppliers`:field .Wort., ,For CONTRACTOR is'liable, imposed by Laws and services required in connection therewith All cash Regulations.' discounts -shall._ accrue. to CONTRACTOR 'unless. OWNER deposits funds' With CONTRACTOR` with 11,4:5,5. Deposits lost for causes other than which to make payments; in which case the e,iish negligence of COrNT ACTOR any discounts shell. aixrue 'to OWN);R'..Al trade: Subcontractor or anyone directly or rndire'etly dvseiamis, rebates -.md refunds and returns from sale of 'employed by, any of them for whose acts any surplus materials and. equipment shall ,accrue to _or' of them may be liable, and royalty paymenlsariil OWNER, and CONTRAOTOR shall make provisions' ` fees for permits and licenses. so that thev inay.be'obtained. ` 1146.6. Losses and damages (and related 11 4.3. Payments ,made 6y CO1\r3'RACTOR' to the, expenses), caused by, damage ;to the Work; not Subcontractors for Work performed or Nihished by compensated by,irisurance or otherwise, sustained Subcontractors. If required by OWNER, by CONTRACTOR in connection vviih the �4 EXL)CGETNERALCONO1TOM 191OLS I I990,Ed606), w! Ci`rY OF FORT COLLI C1S MODIFICATIONS (RrV 412000) CJ ptrfoirnance and fum sh ng of d losses and damages within the del of property insuranceestablished accordance .with, paragraph 591 have resulted from causes t negligence . of CONFRA Subcontractor, or anyone - direct employed by any of them or foi %i them may be liable: Such loss settlements made with the, wriu Voik (except 11.5.5: Costs dui to th@ gegli ence 'of ibleamounts CONTRACTOR, 'any Subcontractor; or anyone OWNER in duecUy or'irtthuecily employed by any of them or for rovicled'.they whose acts any of them may, be liable, including but r ilian the not limited'to, the" correction of ikjecrn•'e Work Q12,. any lisfiosal of materiaLc or ;eq ipment wmngly'supplieid or aidirectly-.and making good any. damage toproperty; and expenses shall be included'in the Cost of the Work for, the _ purpere of determining CONTRACTOR's fee. If however, any such loss or damage requires reconstruction and CONTRACTOR is -placed. in charge thereof, CONTRACTOR shall be paid foi services a fee' propottionate to that stated in paragraph 1-1.62. 11.4.5.7. The cost of utiliucs; fuel and sanitary facilities at the site. 11.3.5.5. Minor cxpcoses such -as telegrams, long distancetelephone calls, ielephone:seivice-at the(sitc,.expressageand similarpetty cash items in. conncctionwith the Work. 11.4.5.9. Cast of premiuriis for additional Bonds and it sumnce required because ;of changes in the Work. 11.5. The tern ,Cost of the Work shall not includc_any of .the following: .11:5.1.'Payroll .casts and other compensation of CONTRACTOR's officers. executives, principals (of partnership and sole proprietorships) general ttianagers, engineers.architects, estunators attorneys., auditors, accounlanis; Par sing and contracting. agents exp dtcrs, t mekeepers, blocks and other personnel ,employed by CONTRACTOR whether ai'the site or in .CONTRAACTOR's principal or a branch office for general administration of the Work and not specifically, included in the agreed .upon .schedule of job. classifications referred to in _ paragraph 11.4.1 or specifically covered by paragraph 11 44-all of which are to be considered adm' ' ive ousts covered by the CONTPACTOWs fee 11.5.2. Expenses of CONTRACTOR's principal and branch offices other than CONTRACTOR's office at the site. 11_53. Any pan :of CONTRACTOR' capital expenses, vicluduig interest on CONTRACTOR'S capital employed for die Work. and charges against CONTRACTOR for delinquent payments. 11.5.4. Cost of premiums for all Bonds<and for all iniumnee'whither or not CONTRACTOR is required by'ihe Contract Documents t6 purchase and maintain the same (except for"the.`costof premiums covered by subparagraph 11.4.5.9 above). EJcDCoENERALc6?,,bi 1ot.519io-s(14 0Emtim) .1a ry of FORT COLLim h1ot)ukAT10Ns aiE 420oo) Other overhead or general expense costs of any k nil an! the costs'of any tlerb,iidspeeitiaillyand expressly included inpaagraph 1�1.4. 11.6. The, CONTRAC'rows fee allowed to CONTRACTOR for overhead and profit shall be determined as follows; 11:6:1, a mutuallyacceptable fteeil fee;'or 11:6.2. if a fixed fee is not agreed upon; then a fee bascd on the -'followingg_percentages of the various periions,of the Cost of the Work: 11.6.2:I. for casts incuriM under paragraphs,11.4.1. and 11.42, the CONTRAdrOR's fee shall be fifteen percent; 11.6.2.2. for casts incurred under paragraph 11.4.3, the CONTRACTOR's fee shall be flue percent; 1I.&Ij- where one or more tiers of subcontracts ai'c'on tlic basis of Cost of the Work Cs a fee and no'fxcd fee is agreed upon, the intent bf pamgaphis' HAI, '11 4.2,'11.4.3 and 11.6.2 is that thc ,Subcontractor who actually performs a furnishes the Woilc. at whatever tier, 11.41 ,a l E6:3.4. no fee shall be payable:on the basis of costs itemized untler.paragnphs 11.4.4; 11.4.5 andllSt . 11.6.2.5. the amount of credit. to be allowed by CONTRACTOR to OWNER for any change which' results in a net decrease in cost will be the amount of, the. actual net decrease in cost plus a deduction in.CONTRACTOR's fee by ah amount . equal to five percent of srchnet decrease; and 11 6.2.6. when both additions and credits -are invoked/in any one change, the adjustment in CONTRACTOR's fee shall be'computzd.dii.the basis of the` nei change -m accordance with paragraphs 11.6.2.1 thrqugh 11.6.2.5, inclusive 11.7. Whenever the cast of any Work is -to be 25 'panig-miplis:11.4 deteiviined purstimat to and 11.5, :and - CONTRACTOR will establish and maintain records:. ith,gencrally accepted accounting thereof co in,acrUance with 11.9.3. - 2' there is no corresponding adjustment praqices and submit in form�accc acceptable t6 ENGINIEER�an' I -.1, with respect to arty other item of Work; and . I1 acrniz�dcm!t brmk"dYWn itjetlierwith data P. . 11.9.3.3. if CONTRAG-FOR believes Cash Allowances: 'that CONTRACTOR is entitled io%an increase in Contiuct Price as,a. result (if having- incurred 11.8. It is understood that CONTRACTOR has included additional :expense or 01Vk-k believes 'that in" in "the domniet, Price all •allowimces so named in 'thej 'OT" is erititled,to'A tlecreas6ln Contract Price Contract nocuments and'shafl ciausi the'Woi&k's6'c6vcred and the are unable to..agree',is-to the to be furnished,and performed, for such sums.be' 2 1 amount of an'y's6cfi i=' ease or decrease. acceptable to OWNFR and ENGINFR.. CONTRACI*OR agrees that: 11.9.3.4.z. CONTRAC Tbk acknowledgcsthat the OWNER has the right to add or delete items in 11,83. the allowances include the :cost to the Bid orchange'quarnitics-at OIVNIER'S'.sole ,CONTRACTOR (less an), Hpplic'able,,tiade disZ6unts) dikretion'without affiectimv the Contract Price of of materials srid equipment required by the allowances` any 1, remaining itcrif 'so long M, the deletion or to be delivered at the site, and all applicable taxest and addition doesnotexceed twenty -live Percent or the original. total -Contract Price. 1.8.2. CONTRACTOR's costs 'for unloading and. hamifin-g-o'n'the -s"site_, labor, installation 66sf�'6V , 6rheiid, Profit and bihcr expenses C'batcinplaGl 'tor the . ARTICI,F.,12-CHANGF.�OFCOiX'I*RAC'I'TINIFS allowancesI have been 'included in,the Contract Pfice and not in the allowances and no, demand for on account of any of the."Foreg-oing ladditional-payment will lievili& 12.1. The GontractTinics (or Milestonu;) maye :ordy b changed h�- 'a'Ch6rigc Older or a%Vri4en Arfichilmen I t I . 'Prior to final payinent:,an ippiopriateChange Oida will be, Any claim for• an adjus6nern of the Conimct Tinies'(or issued;ak,reconiffiended by ENGINEER40 reflect actual Milesiofies) shall lie based on written notice delivered by amounts:due CON PALLOR an account of Work covered the.party making 'the claim to the other Party and to '(but by allowances, and the' Coritrict)Prig shill' bc 24GINE.ER promptly -in ono cvcm-latcr ifian'thirt(• corresp6ndiap)y adlJ61sted: day")_6ffer the oc6iiience of the event -Vivin'girise wth'e claim,and,,;t2tirigthe•g6nem[mature '6fthe claim. Notice .11.9. ullif FKce Work of the extent ,ol"theclaim 'with �uppm,tingdata shall be delivered within sixty days after such occurrence (unless ll-.9,1. Where the Contract DocurneriLs pro6de that all FNGINEEW allows adihiom'd firnei to ascertain more or P�. of the Work is to be Uait:Price IiMorl, iaitiilty accurate i I , data 'at suj5'porio'f• the claim) and 'shall be the Ccntra6t'Pri6e will be deemed to include for'111 accompanied by the claimant's (written 'statement that the Unit Nice W6rk'an amount 6q6iiI to the sum of the. adjustment claiaied is4the-'cirtire adImsament to which the established unit prices for each separately identified fitified clau`naiit has reason to believe'it islentitled as a result I of item of Unit Phce'Vorktimes the estimated quantity the occurrence of said event. All claims for adjustment in of each item as' indicated in the Agreement. The the C6ntiaci Times (err Milisto'nes) shall tie "determined by, estimated quantities of items of Unit Pride Work -are, FNGINFER' in accordanceo ' with pamph 9.11 'if I . not guaranted and 'are solely f5r the"pu'pose I of OVMT-R and CONTRACTORI cannot otheiwise ii&ee.- comparison of Bids and deterin . ming an initia I Contract 'the No claim ki an,iidjustmerit in* the Contract Timis - (6i & Price. Dnnimitibns; of actual quantities and Milestones) will be viilidif not submitted in.a6bordinice claigifications of Unit Price Work performed, by with�thereqpirements 6f this li.iragntpfi 12. 1. CONTRACTOR will be* made by ENGIN[iER in accordance with paragraph 9; 16. 12.2. All time limits'stated in'the Contract.Docui-nents, - are of the essence '61' thAgreemeat; I IA� 22. Each unit price will be,decmed to include an amount considered by,CONTPACTOR i6 be adeijuiiie 12.11' Where CONTRACTOR. is prevenied from io cover CONTRACTORs overhead and profit "for 's-9arat.ely,ide.nffiuditeni,. completing any part of lire Work within the -Contract each T es or flestch uc,.to delayI beyond (fie control of - C6SJTT Imet (or West") will 11.9-3-OVINEP *,or CONTRACTOR may lice ce extended in - equal UMC losth 'due t6 such claim for an iidjiiiiffient. in, the 'Cantiact Price in delay if a clam is made therefor aas provided in accordance with Article I I kf: paraigraph1ZI. ,Delays beyond the control of CONTRACTOR s6all include, but riot be limited to,�acts 11 A3 1. the quantity, of an), itein of Unit,,Nice or neglect:P_ acfsbr neglecfof utility ow T-,�'6`r .Work performod by, 'CONTRACTOR difl. cisother work - as contemplated irmteriialy and significantly from the :estimated: i6s, abnormal weather quantity of such item �indi6med in, the Agreement, cond vs:atffibutrible io and 26 FJCE)C GENERAL'CONDMONS 1910-3 (199O E(fitim) IV/ CITY OF FORT COLLINS MODIFICATIONS ft-V 412000) 11 within the control'bf a Subcontractor or Supplier, shall ,be deemed to be delay's within the control bf CdNMACTOR- 12.4. Where CONTRACTOR is prevented from UWNER and CUINIKAULUX, an extension of the CoWact Times'(or Milestones) in an amount. equal to the time lost due tosuch delay shall be CONITRACTbRs sole and exclusive remedy for such:delay. In no event shall ,any Supplier, I any "other person or organiz atton.,ur to any Surety for .fir . employee. or, agent of any of them; for damages arising outofor resulting from (i) delays,causcd by or within the control of the CONTRACTOR; or dclaYs' beyond the control of both parties including, I hut not Bolted to; fires, floods, epidemics, abnormal weatfler oonditio'ii&,.acm of .God or acts or rtcglect by'Utility Owners orother .contractorsperformiag other work a:scontemplaicd by Article 7. ARTICLE 13-'rF-STS AND INSPECTIONS; CORRFCTIO!*q, RMIOVU, OR ACCFAn'ANCE Ole DFrfi,(-71vi,. WORK 13.1. Notice ofDefecrs Prompt notice.of all defective Work of which OWNFR or LNGINTFEIZ have actual knowledge will K- given to CONTRACTOR All defective'. Work may, Lid irejected,. corrected or acceptedasprovidod in this Article 13. Access to Work, 13.2. OWNER- MTnt IGMEP, 24GINEER's.Consultas, other rcp�resen . tatives and personnel of OWNEk, independent t6�,, atories and governmental agencies g labor, with jurisdictional interests willhive access to the Work at reasonable —times for their observation; inspecting and listing. 'CONTRACTOR shall pl&6vide them proper and. safe conclitions for such access land advise tHem of -CONTRACTOR's site safety procedures and programs So that theymay comply (fietewith as applicable: T411s and ln�Tecfivns: 13.3. CONTRACTOR sli6ll give ENIGMER timely notice of readiness of the Work for all required inspections, tests or approvals; and shall cooperate with inspection and. testing personnel to facilitate required inspections or Tests. 13.4. OW-NIR sluill.employ and pay for the services of - I - - "I . -- an, iidependent testim, laboratory to pelform all inspections, tests. or �approvals, required by the Contra& Documents 113-A1. for inspections; tests or approvals covered by paragraph' 13.5 below; 13.42 that costs incurred in connection with tests or inspec conducted pursuant to paragr aph ph 13.9 FJCWGENERAL CONDITIONS 191" (1990 Echlim) VCM OF FORT CDLLA?1R MODIHCA110-N-S OtHV,11200ii) below shall be Paid 'as 'provided in. said paragraph 13.9; and 13.4.3. as otherwise specifically provided in the Contract DXumeats. 13.5. If Laws 6rRegulations of any public body havirij jurisdiction reo iie any Work -(or part thereof) specifically to be, inspected.- tested or approved by an employee, or aher representative of suchpLiblicbudy, C0-N,rfR.4,GI'0-R required 'eertificiiies, of insW6tion. or approval. CONTRACTOR shall also' be -responsible for smanging and obtaining and shall jxay'all costs in connection with a I ny mispe c I lions I .tests- or-appi-661sreq uired, for OWNERs and FIGINEZMs acceptance'of materials orcquipincritto be incorporated in the Worn: or of materials, mix dLsigas. or equipment *submitted for approval prior. ' to C0'1�41TRACTOR's,pdrc.hase 66ieofAi incorporation 'in 13.6. If'any Work (or the work of others) that is to be inspected, , tested or approved is 'covered by - CONTRACTOR without Nvri , t ten concurrence . of ENGINEER, it must; if icqwrlcd'by ENGINEER, be unooven:d for "observation. 133. Uncoverihg'Work as provided in paragraph 13.6 shall he at . CONTPACTORs ewpense unless C(* I-RACrOR has given ENGINEER timely notice of CONTRACTOR'S; intention to emcr 'the' same and ENGINEER has not acted with reasonable Promptness in response to such notice. &ncof wing !York: 13.8. If any Work is covered contrary to; the written request of ENGINEER, it must, if i**d by INGMEER, be uncovered for-ENMEEWs observation ,and replaced at CONTRACTORst-spense. I 3-9. If TiNGrNFER,considers it necessary oradvisable that covered Work be observed by ENGINEER or inspected, or tested, by bthiri, CONTRACTOR, at ENTGINEtTs u4uesL shall uncover, expose or otherwise ma ke available For absArvation, irispeciiofi or'nesting as ITTGIT,M-ER may require, that portion of the Work in questioit.- furnishing nil necessary kboi, material and equifirnimt. If it is' found dui! such Work is defective;c. CONTRACTOR shall- pay all claims., costs, losses and daniages caused by, arising put 7of Or TeSfliifig &am such nent of work of 61hers-)-, and OWNER shall be to an a0propriaLe decrease -in the Contract Price, the parties are unable to'agree as loAhe.amount in ' ay make a -claim therefor is' provided 'in 11. If, h6wcY'C'rl such Work is not ' f6unil to be or both, directly attributable to such �27 0 11 0 :uncoverin exposure, otserJon, inspection,' testing;, . Work Yesulting therefrom) lies been 'corrected, g. replacement and recoiaslruchon aril, if .the pahies'are re'tnoved or replacedunder this paragraph 13.12; the unable, to agec as to the amount or . extent thereof; correction period hereunder with respect -to such Work CONTRACTOR may make'a claim therefor aspro6ded in, will be extended for an additional period of Bne ye u. Articles 11 and 12, twoyears after such correction or removal and replacement has been Satisfactorily cntitplcted OWNER Ma}, Stop the Work: Accejztance of Defective:tf ork: , Correction or Hmraraf nfDefeefive, lPbrk: 1311 If required by ETIGINE R, CONTRACTOR shall OWNF".R Shall becn4tledtoanapprop promptly,,'as.:darected, either correct ;all defective Work,• ConuactP icc, an,d,;if the parties are ur whether or not fnbriaated, install-ed or completed, or; if the the nmount thereof 0VVN`ER,may.me1 Work has been rejected by,ENGINFER; remove it from the as'provided in Article l 1. If tame acccr site .and repLzce it with Work that is not .ri'efective, suchrecommendation, ;"Inappropriate m CON'fRACI'_C)R shall pay "all claims costs, bases aM by CONTRACTOR,toOWNER_ darnagus caused by or resulting from such correction or removal (includine.but not.limited to all costs.of`repair or, OIITER Afar CorrectDeifective Work: replacement of work of cabers). 13,14. If CONTRACTOR fails within 13.12. Correction Perio& after w fitter not C,C,,from IiNGINMR'I, Work or to remove and replace fejcetcd 13 12,1:1f within she-ymr two years -after the :date of Subs hniiaLCompletionursuchlongcrprio oCtitneas by,DGINEER.m accordance with paragraph 13:1_I, or it CONTRACTOR fails toperfonntheWork:inaccordance may be prescribed by Laws or, Regulations or by the with the Contract Documents: or. if CONTRACTOR fails 0.mts of,arry applicable spacial guarantee required by to comply with any other provision o,, the Contract the"Contmct Documents or by any specific provision of Documents; OWNER may, after seven days' written .the Contractnv . DucumcAts, a. Work is found. to lie. notice to CONTRACTOR. concxtand remedy any such defective, CONTRACTOR,shall promptly, without cost deficiency. In,cx4cising�ihe rights and remedies under to'O11rNLR and in acoordattce.with OWNGR's t Mtbn this paraginph OWNLR'sluall proceed ekpechtiously,. In mstructions:" (i) ccriectsuch ikfec( ve Work; or, if it has connection with such corrective and remedial action, been rejected by O�VNCR.removelt from -the site and _ OWNER"may Exclude CONTRACTOR: from all or part of replace it with Work, that is not'defective, land (ii) the site, lake Ixrssession,of rill or part of Work, and terms of such -instructions, or in.ari emergency' where incorporate in.the- Work :all `materials; and eyuipmerit delay would cause:senous:risk of loss or :damage, stored at the site or for which OWNER has paid .& NGR'may have the defectiJe Work corrected or the CONTRACTOR but which- `are stored elsewhere; rejected Work removed and replaced and all. claims, CONTRACTOR. 4till allow OWNER, OWNER'S costs, lasses and damages caused by or resulting from representatives, agents and employees. OWNER's other sbeh'removal and replacement (including but 'hot, contmitors and" 'ENGINEER' and ENGINEER'S limited to, all costs of raper r orrrplacement of work,o_f Consultants access to the site Yo :enable OWNER to others) willN paid by CONTRAGTCJR. exercise, the rights and remedies under this paragraph. All claims,,custs lussesiinddamagesmcurrul or"sustained by 13'122.ln special circumstances where a particular OWNER in exercising such.rtglits and remedies will be item or ,equipment is placed in continuous service charged agaasi CONTRACTOR and a Change Order will before Substantial Completion of all the Work, the, be issued incorporating the necessary revisions in ,the coneauon:penod for that item may startto run from an Contract Documents with respect to the, Wort 'and earlier date of so provided m the Specifict"k s' or Eby OWNER shall be entitled to an_apprupnate'de cease ui the -Witten Amgndnunt Contract.Price, and; -if the parties are unable to agge`c.as to the amount thereof. OWNER may make a claim therefor 13.17:3:11'here defective -Work (and damage �to other' as,provided'in Article 11 Such�claim� casts, losses end IS EJCDC GENERAL CONDITIOM 19104 (1990 EmtW) CI wJ TY OF FORT COLLI NS MODIFICATIONS tRLV 4,t1000) 0 5.4. Addenda will be mailed or delivered to all parties recorded by the OWNER as having received the Bidding documents. 6.0 BID SECURITY 6.1. Each Bid must be accompanied by Bid Security made payable to OWNER in the amount stated in the Invitation to Bid. The required security must be in the form of a certified or bank cashier's check payable to OWNER or a Bid Bond on the form enclosed herewith. The Bid Bond must be executed by a surety meeting the requirements of the General Conditions for surety bonds. 6.2. The Bid Security of the successful Bidder will be retained until such Bidder has executed the Agreement and furnished the required contract security, whereupon Bid Security will be returned. If the successful Bidder fails to execute and deliver the Agreement and furnish.the required contract security within 15 days of the Notice of Award, OWNER may annul the Notice of Award and the Bid Security of that Bidder will be forfeited. The Bid Security of other Bidders whom OWNER believes to have reasonable chance receiving the award may be retained by OWNER until the earlier of the seventh day after the effective date of the Agreement or the thirty-first day after the Bid Opening, whereupon Bid Security furnished by such Bidders will be returned. Bid Security with Bids which are not competitive will be returned within seven days after the Bid opening. 7.0 CONTRACT TIME. The number of days within which, or the date by which the Work is to be substantially complete and also completed.and ready for Final Payment (the Contract Times) are set forth in the Agreement. 8.0 LIQUIDATED DAMAGES. Provisions for liquidated damages are set forth in the Agreement. 9.0 SUBSTITUTE ("OR EQUAL") MATERIAL AND EQUIPMENT The Contract, if awarded, will be on the basis of material and equipment described on the Drawings or specified in the Specifications without consideration of possible substitute or "or equal" items. Whenever it is indicated on the Drawings or specified in the Specifications that a substitute or "or equal" item of material or equipment may be furnished or used by CONTRACTOR if acceptable to Engineer, application for such acceptance will not be considered by Engineer until after the "effective date of the Agreement". The procedure for submittal of any such application by CONTRACTOR and consideration by Engineer is set forth in the General Conditions which may be supplemented in the General Requirements. 10.0 SUBCONTRACTORS, SUPPLIERS AND OTHERS 10.1. Each Bidder shall submit at the Bid opening to OWNER a list of principal subcontractors he proposes to use in the Work. Refer to Section 00430 contained within these Documents. 10.2. If OWNER or Engineer after due investigation has reasonable objection to any proposed Subcontractor, either may, before the Notice of Award is given, request the apparent successful Bidder to submit an acceptable substitute without an :damages will include but 'not be limited to all costs of repair or replacement of work of others destroyer] or damaged by correction removal or replacement of CONTRA&OR's defective Work. CONTRACTOR shall notbc allowed an extension of the :Contract Timcis (or 'Milestones) because of any del ay in- performance of the, `Work attributable to the exercise by OWNER ofOWNERS' rights and remedies Hereunder. ARTICLE 14 -PAYIN ENTS TO CONTRACTOR AND CONIPLETION Soedule of Kalluec 14.1. The schedule of values established as proirided in :paragraph ? will serve as the basis for progress paymentssand'will be incorporated into a form of Application for Payment to ENGINEER. Prowess pay eats on account of Unit Price Work will be based on the numberof unicscompleaed. 4pplirntion for Progress Pai ntent 14.2, At least twenty days before the date ;established for caeh progress payment (but not more often [lain once.a momh), CONTRACTOR shall submit-io.ENGINEER for review art Application fii.. Payincnt filled out and signed by CONfRACI'Oh covering the Work tompleted'ns,of"Vie date of the Application and accompanied bin. 'such stipporting decunncmation as is required by the Conirict [documents. If payment is requested on the basis of materials and equipment not incorporated in the Work but .delivered and suitably stored at the site or at, another location agree to in writing, the 'Application for Paymciit shallalso be, accompanied by a bill of sale, invoice or other documentation warranting that OWNER has received the. mateiiali fiM'equipnmeht Gee and clear of all Li6nis'and :evidence that the materiediand equipment are coYered'by appropriate property insurance and:other arrangements to protect .OWNER's interest therein all of which will be satisfactory to;OWNFR. The amount of relainage with resoect.to aroaress paMents will be 'as stipulated in the'. CONTR4CTOR's,Warranty of Title. 14.3 CONTRACTOR warrants and guarantees; that, title to"all Work; materials and equipment covered by any Application for-Paymmemi whether mcorpomted in the Project or not, will pass t60WNER no later than the time of payment Gee and clear of all Liens. Review of.4pplicafiarrs forProATes Pai'inent 14.4. ENGINEER wi1L within ten days after receipt of each Application for Payment, either indicate in:writing a EJCDC OEt.'ERAI. CONIJM bNt 1910-8 (1990 Edlim) w/dTY or FORT COLD M N10D1f7CAT1ONS pthl' 420001 to OWNER- or recommend'payment In the latter case,,.CONTRACTOR may make- the necessaryCorrections and resubmit the Application. I Ten days .after .presetitauon of the Application for payment to OWNER with.DIGNEiER's recommendation, the a tnount'recommended urill (subject to.tlie provisions of the Iasi sentence of paragraph 14,7) beoorne,due, and when due will be paid b}°'OWNER to CONTRACTOR 14.5: ENGINFBR's reconirnendation ofan),payment requested in an Application for Payment willcxmsdtute a representation by ENGINEER to OWNER, based on ENGINEFIN on -site oiiwrvatiom''of the executed Work as an expenenced and qualifiid_clestgm professional andon ENGINEER's revii:v• of the At pli6tion for Payment,and the accompanying data and schedules. that io the best of FNGIN6E'R's knowledge, informationand belief: 145.1. the thorn: has progressed. to die point lndieaicd, 14.5.i the quality of the work is generally in accordance with the Contact Documents (subject -to an,evaluation'of the' Work 'as a functioning whole prior ui dr upon Subgtaauial Completion, to the results ofanysubsequent tests called for in the Contract Documents, to a f inal determination of quantities and classifications for Unit Puce -Work under pamgmph'9.10, and to anyother qualifimfiorLrstated in thcrccommendationj, and 14.5:3. the conditions precedent to CONTRACTOR's being entitled to. such payment appear. to have becri hiffilled insofar as -it. 'is ENGENNEER's resportsnbihty to observe the.WorL However; by recommending any s ENGI `E-LR will not 'thereby be der represented that: (i).cxhaustive or cunt inspections hnve'been trade to check the quantity, of the Work beyond the; . specifically assigned to LNGL IEER in to lie paid ado Nona 1 Wi1}1}I()ld pa .ymerlt to 146. ENGNGER's recommendation of'any paymem including final payment, shall not mean that. ENGINEER is responsible for "CONTRACTOR's means, methods, techniqum sequences or procedures of construction or the safety precautions amd programs incident thereto, or for -any Cailure' of CONTRACTOR to.comply with'Laws and Regulmi" applicable- to the, furnishing or performance; of Work, or for any failure of CONTRACTOR. to. perform or furnish ,Work in accordanec'with the'Contmct Docurraents_ 14.7. ENGINEER may refuse to rccommrnd the whole or any part of any payment if, in ENGINEER's cpirinn. it would be incorrect to makethe represematims to N9 E 0 0WWM referred to in paragraph 145: 13NGNEER may also 'refuse to recommend any such payment; ci_be6ause of subsequently discovered evidence. or the results of �sUbseqwnt'inspections 6r,tests, nullify :-any -such,paymem 'od d, 'to'.S'u6h' tiePrcVIuusIy recolume U necessary' I I in_'HNG . INFEWs opinion to, pratect. 'OXVN-ER fromloss because': 14.7.1. the'Workisdefective;,orcomplet ed Work has I I I I . o_l I - _ w - I , , . . Work , been damaged requiring correction or replacement. 14.7.2; the contract Pride, has been reduced by Written Amendm- ent or Change Order,. 14-7.3. OWNER has been required to correct, doyoctive Work of complciq�Work in accordance with para , gre , p h Ir 3.14, or 1.43A. ENGINEER has -actual knowledge; of the: ,occurrence, of -an), of the events enumerated in, P rag(aphs I'S; A through 15. throu 2.4' a _ _, inclusive;.. '01VNER may refuse to make'ppient of the full amount: recommended'hy ENGINFFR�cLuse: 143.5. claims have been.madc against.OWNFIZ on account of.(,ON'I'RAGI'015's'pesforma6cr or furnis;hitd ofthc Work; 1-4.7.6. L Liens,have been filed'in connection with the .work, except where `CONTRACTOR has delivered'a Specific Frond . satisfactory to OW'NER"to s&mic the, satisfactiot'i and dikharge of such Lie'ns, 143.1, there are other iternientitlinjOWNFR to set- 'offagainsithe !amount recommended. or ,1471 OWNER has actual knowledge of the 9L,urren? e of a m, of the events enumerated 'in parographs'14.7.1 ljwough :1.4.1.3 of paragraph§ 15.2%] through 15.2.4'inclusiie-, but OWNER must give :CONTRACTORI immediate written notice' (with a copy to ENGINEER), stating the j reasons , . such for ch'action and prom'ptly, pay'CONTRACTOR -the amount so withheld, or ariVadjusintent thereto agr`e7ed ,to by 'OWNER and 'coNTRActoR, when CONTRACTOR corrects to MMER's &"Itisfiction the. reasons for such .action Subsiandal Con0jefion.- 14.9. When CONTRACT01i considers the.entire Work ready'Tor its intended. use CONTRACTOR ;shall n6tifv a , 14,9: .. - OWNM shall, have the right to exclude CONTRACTOR from thc� Work' after thd' date of Substantial C&TIpletion., but OWNER shall allc-nv CONTRACTOR reasonable access 'to complete or correct items bn'thdtantative 4st, Partial Ulihizadon: ,any such part of 'the Workwhich ( lie ready for its intended -use UNGINTUR &6'. not . I idc' h ` Work- kibstantially part of the- Work "is �ubstamiilly'cc " ' consi r t c mplete at complete. ENGINEER will notify CONTRACTOR in ENGINEER to issue a certificate of �S wrifmg giving the -reasons th.erefor. If PNGINFFR Compl&ion that pari of, the EJCDC GENERAL CONDITIONZ 1910-8 (1990 E(fition) 30 wlaTi�&-FORTCOLLI . NS . N101 . )IFICATIONS (RE . V 4 - 12000) 0 be 1TRACTOR-at,any time tnav ne'i ;INEEIt' ntinting that CONTRA such Fart of the Work ready for substantially complete :and reques ra certillwte.of Substantial Con of the Work. Within a- e_iisonahle rec psL, . OWNER;- .:CONTI Work -to be substantially coy omernnhs 14.8 and 14.9 will part If to 14.10:2. Nooccupancy or separate operation of part of the Work -will be accomplished prior to compliance rvith the requiremertts�of persgaph3-:15 in respect-�of property' insurance. Final Inspection: 14.11. Upon written notice from CONTRACTOR that the entire -Work or anagrecd portion thereof is complete, ENGINEER ivill make a final inspection with,ONVNIER and and drill -r tolify:CONI'RAC`I'OR in writing of all particulars in which this inspection.revellLs that the Work is iricompletc or defective. CONTRACTOR. shall immedmtety,take such measures as are necessary to complete such wilik or ramedysuch dcficicncies.. FrnalApplication for Payment: 14.12: After .CONTRACTOR .has completed all such corrections to the'satisfaction of ENGINFER anId deh.vcred in accordance with the Contract Documents "all maimenatie and operating instructions, -schedules, .guarantees, Bonkcertificates: or .other :evidence of for progress payments. The final Application for skill be accompanied (ecepl ,tic ,previously by: '(i) ill documentation called :t(r, in the Documents including but not limited to: the of insiirance r6quired by subparagaph 5.4.13, it of the surety, if any; to final papilent, and lete and legally .effective releases.. of waivers ry to OWNER) of all Liens arisingo out of or filed tion with the Work_ In lied of such releases or upits or releases inmu lat: (i) the releases and. material and equipment I, 'and, (ii) all payrolls, connected with the Work for property rn ighf in any way tx otherwise satisfied- If any `. OCDC GENERAL COtv'DITIOh5191" (1999 Edtim) wlCITY OF FORT COI,I.INS htOD1FICATIONS t>�LY A2000) td furnish such it release or receipt in :full, COh"fRACTOR may fornish'a'Bond or other collateral satisfactory to OWNER to indemnify OWNER against any'Lien Releases' or waivers of liens and the consenfor the suret • to'fmalizc` payment are to be'•submitted on forms coriforin ine to the formal "of the 'OWI*.R'S standard forms bound in the Projectmenual. Foal Payment and.4cceptance: 1413. If, on base of'EidGINEPR's_ observation of the Work cltu-irig construction and final inspcction,:aml NFER will, within tan days'afL r recr ication for Payment: mdlcate in v< recommendation or payment and p. i to`OWNER'for pavinent. Ai the ,R will nlso give written nonce to CIA TOR that the Work is'acceptable s ;ions, of paiagraph'14.15: I Othe will . return the Application ,R, indicating -in writing the reasot cornmcnd final payment; in which 1R shall niakcthe necissarykorrectior iplkation, Thirty dayi.aftzr presemat tile'Application'and 'Applicatio' and :accompia in appropriate -fort and substanc iF.R's recommendation' and notir through tip fault of of the Work is sign t so confirms. OWN] stipulated in the Agreement, and. if Bonds have been furrris)ied w required in immgraph'5.1, the written consent or the surely to.the payment, of the balance, due for that portion of the Work fully' completed and accepted shall tie submittal by CONTRACTOR -to ENGINEER with the .Applicationforsuch payment.. ,Such ,payment.shall be made under the 'tents and, conditions„governing final nt payme, except that it shall not oonstiiute.a wiiverror claims. . Waiveraf Chins: 14.15. The making and.acceptance of final payment will constitute: 14.15.1.a watici of all claims bv`OWNER against CONTRACTOR except claims .arising from unsettled Liens, from, fective Work appearing after 31 0 16 0 pursuant to paragraph 14.11, from failure Y with the Contract Doc6inems.or the terms. of �any special guarantees specified therein or from terms, Continuing.abligatipns anda theCo'n'tract Documents and 14.152A waiverofall iclaims by CONTRACTOR against MNERother than those Preilnusly madetin Ivrltrng,and still unsettled: ..ARTICLE 15-SUSPENSION OF NVORK AND TFRMINATION 0 111AER Alay Sito en d.1 Vv& 15A. At any. time and without ,cause. ,suspend the Work hior any pori�ion'thcrcofl for , more than n - tefy jays by notice I �COI,FIRAGTOR,flrid ENGINEER whi6h v on which Work- will be nsutiied. CONTF risun i e the Work- on the dat C_ so fixed 'C( shall be allowedarl'adjustment in thc:C6ntr L'icilsion of -the ConmlctTimcs, or .ilitriSulsble to anysuch suspension1 — f C( i 'fflakes an approved 'claim thcrbfor its Micles I I and 12. OWATfi Ajay Ternanate 15.2, Upon the occurrence of any one or more of the following events: 15.2.1. if CONTRACTOR persistently, fails to.perform • the Work. in accordance with the Contract Docu'ra ients- (Linclu'dinp, but not limited to, failure to supply sufficierit skilled workers ' or suitable '.materials -or equipment or 'failure idildhirc to the progress schedule established ,under *agraph2.9 ;,is aclujust - e d ofrbm time to I time I pursuant to pa#lgrapb&6), 15.'12. 'if CONTRACTOR disregards Laws or Regulatibbs of any public body- h;lvir ' ig jurisdiction; 15,23. if,CONTRACTOR disregards the authority, of ENIGTNEE—R, car 15.14. if CONTRACTOR otherwise Violates in anv subsiantial way any provisions of the C."ontma Documents: ket possession of the Work and of all CAtTOR's tools, appliances. constructi6ir :ht and mse'hinery'at the'site'and use.the. me to extent they could be`used by CONTRACTOR I liability' to CONTRA I CTOR , for . trc!,T,a&s - or iori). incorporate in the Work all materials and nit stored at -the site or fir which OWNER. has paid FJCDC(;ENMAL'C0NDfT1 OM 191" (1990Editim) 32 W/CiTr6FrC;RTC61.uNS,%1061rl6kndNSk-V4/2000) 0 15a Where covil-RAC-IM's sicr iccs ha've been so terminated'by. OWNER, ihe'termination mill,not affect i any . nglits; or retnedics of OWNER against CONTPACTOR then which may thereafter accrue. Any retention, or payment of moneys 66 Cbl,�n'RAUOR: by MIMI? will not release CONTRACTOR from. iia6i bty. 1.5.4. 'Upon seven day!? written notice to CONURAC-l'OR and ENGINEER, OWNM may, w ' thoui cause and without prejudice to any, other right or remedy' W OWWEP, elect . tofermirlatc,the'Agreemera. In such case' i:'ONTkA0'OW shall he paid, (without duplication of any items): 15,4.1. for.completcd and acceptable Work exectited in acc6rdan6c:with th�c,Co-n6act Dcounicrits.lifior to' Ole effective date 61, tcn�inat36n , includingfilir;and reasoixible sums for overhead and profit on such Work; 15.42. for expenses sustained prior to the,effective ,date' 'of terniii-ition in perforning scrvic6 and - i filfr6illarig labor, materlais.or eq'uioment•as riniured by ,ihe Contract Documents in :connection with uncompleted Work, plus Gitr'snd reasonable slims for overhead and profit on h ' suc cxpcnscs;. i5.4.3. for all 61airns'6osts, losses and •driffiriges incurred al,scitkrnenitof terminated contracts with incurred SubbrlftraqomSuppliers and odiers:;and -15.4.4. 'for reasonable expenses, directly attributable {6telmiruaion. CONTMACTOR shall noi'be paid on -account of loss:of anticipated profits or revenue or other ecunomic= loss ani P out ng il 61 f ' resping Drom- ' or suchtprrarration.' or yk CON71Z4CTOR MqP Stop 1176rk or Terminate: 15.5. If; through no act or fault of CONTRACTOR; the Work is sus'peinded for a period , 6 1 f more than I ninety days Y9 by O'IZEI' or under a�'older 'of, court cir:6fli'6i public auth ii or ENGINEER lails to,acl: on any ApplicationI for I yment within thirty days,after it is submitted or OWNER fails t6r,ihi4 *s to pay CONTRACTOR OR any 'sum finally determined, to be due, then-CONTRACTORmay, upon seven flay%' .written notice to OWNER :and ENGINEER, and provided OWNER or ENGINEER' do not remedy" such suspension or failure within .that time, "leitninate the Agreement atilt recover from .OWNER" paynientjon the smite terms cis piryided in parmgrf0h,I5.4. to any other right; or remedy. if ENGINEER.Iws failed to act on an Application for Payment within thirty" days after it is submitted„or OWNER has failed for thirty days to pay CONTRACTOR any _sum finally determined to be due. CONTRACTOR may upon seven days written notice to OWNER and ENGINEER stop the Work until pnymentof all such amounts due CONTRACTOR including,'interest 'thereon. The provisions of this pamgmph'_15.5 are not. intended to preclude CnNI'RACTOR from making claim under Articles I 1 and 12 for an increase in Contract Price ,6r Contract 'times or otherwise for c�pcnses or damage directly attributable to CONT'RACCOR's stopping Work•as permitted by this paragraph. ,ARTICLE 16—DISFUTF RIMLITI'ION to the extent that OWNER and CONTRACTOR igreed on the method and Procedure Tor resolving s may arise under, this ment, such dispute resolution method and liroccdurc, shall be .as set forth in ExhlbilGC-A, "Dispute ition Agreement", to tk,attached hereto, and made"a creof. Itno on the method and hire for resolving such disputes has been ,reached; tbject to the provisions of"pamgraphs 9.10, 9.11 and OWNER and CONTRACTOR may exercise such or remedics'as either may otherwise havi under the ict boa menu' or by Laws or Regulations in respect :of 4RTICLE 17—hfISCELL.I\TEOUS GBin9 Notice 17.1. Whenever any , provision of the Contract Documents requires the giving of written notice; it will be deemed toheve been vandly giventt dehvaied in person to the individual or to a member of the fine, or,to an officer of the corporation for whom it isiritended, of if delivered at or �sentby registerW or;cetrtified mail, postage'piepaid to the Iasi business address known to the giver of the notice. 17.2. Computation of Time. 172.1: When any period of time`is referred to in the Contract Documents by days; it will be computed to 'ercludc' the first and include the last "dray . of siich period If the last clay oC any such penal falls tin'a Satu%y:oi Sunday or"ona day made a,lcgal'holiday by the law of l}ie applicable jurisdiction, such day will he,oniitted from the computation. FJCDCOF•t Rh LCONDITIONS 191"(1990_Etttim) w/CITY OF FORT COLUM MODIFICATIONS ft-V'120001 17:22. A-ealendar flay of twinty-four hours measured from midnight to the.next midnight will constitute a clay: Notice of Claim: 17:3: 'Should OWNER or CONTRACTOR suffer injury or'damage to person or,property because:.of any .error, omission or act of the other party or .of any of the othei parO,s, employees or agents; or others for whose actilhe other party is legally liable, claim Will be made to uritiig to the other party: within a reasonable time of the first observance ofsuch injury or damage. The provisions -of this paragmph 17.3'shall not be construed as a substitute r'to the. parties hereto, alto; to particular but limitaticia, the WQer`mnties,, .guarantees ..and to OWNER and ENGINEER. thereunder, .:are -in addition to,iand are nofto,be construed in any µay^as a limitation of, any righLs and iemediesavailable'to anyor all ofthem which are otherwise imposed or available by Laws or Regulations by'spccial warranty or -guarantee or by other provisions of the Contract Documents,:and the,provisions of this paragraph. will be as-effeetiJe as if repeated specifically in the.Contract Docunt ents in "connection with eacbparticularduty; obligation, right and remedy to which Professional f eat• and Court Costs.1ncluded 175. Whenever reference is made,to. "claims, costs, losses and d6magcs", it shall include,in each case, bunt be`' limited to, all fees and 'charges of engureers; architects; attorneys and other processionals and all court or arbitration or otlier dispute resolution costs. 176 The laws of -the State of Colorado apply. to —this o thus Aeieemenl.. Reference to two perfinent Colorado statutes 11re'as follows' 7:64 1if a claim is riled OWNER�is required by law'(CRS 35-26-107) to withhold from all payments to CONTRACTOR sufficient funds to insure .the payment of all claims for labor,,materials. team hit susteriancc. -provisions: provender, "ors other supplies used !or consumed by "CONTRACTOR or :his 33 E 0 • • EJCDCOENERAL"CONDITIOM 191" (1990Emtiail 34 U,/aTYOF'FORT COLL1 N56fOI)MCATIONS(REV 412000) (This pagc Icft blank inter iorial ly.) EJCDC GENERAL. CONDITIONS 1910 8 (IM EMM) WI CITY OF FORT COLLINS MODIFICATIONS i LEV 42000) 35 • • • • u 3G FJCoccer iaCONDMONsi911 � EMm), wi crry of FroRr cou,i NS MODIFicdnoN13(REV 4n000) • EXHIBIT GC -A to General Conditions 16.4Except as provided in paragraph 16.5.lietow, no arbitration arising out 'of'or relatingto the Contract Of thb. Construction .Contract. Between Documents shall"include by consolidation, joinder or in any OWNER and CONTRACTOR other manner .any other person or, entity,(including ENGINEER, ENGINEER's Consultant and ,the officers, agents, employees or cnnsultants`of any of them) wr`s, who'is not'a party to this contract unless: DISPUTE RESOLUTION AGREEMENT 16:4:1. the inclusion of such other person or entity is necessary if complete,reliief is to" be afforded anionk lhase Who are already panics t0 the arbi"tion, and OWNTM_ and .CONTRACTOR hereby .agree that 16.42:.such other person or entity is. substantially Article 16 of the General Conditions of the Construction involved n a yuestion of law or fact which is common Conrmct between O}INER .and CON'I'RAC:TOR is to those whoarealready parties to, the arbitration and amended to include the following agrecinentof the'parties: which will arise in such prosccdings irid 16.1:. All claims, disputes and other matters in 16:3 3. the written consent of the other ruin or question between,OWA!ER and CONTRACTOR arising entity sought to be included and of OWNER and out of or relating to the'Contmct Documents or the breach, CONTRACTOR has been obtained for such inclusion; thereof (except fof claims which have* been waived by the which consent t shall make specific reference to this making or acceptance of final payment as provided by m ra h"h'• no such consent shall consotule consent to 8 P ; paragraph ." 14.15). will. be ,decided by, arbitration in ,ut `in'such tin of any disp'ufc not spcctfic of accordance with the Construction Industry Arbitration nl party such t n with any party .not to asuch Rules of the American Arbitration Association then 'Phis for ode co specifically identified in such consent. specifically s obtainn-',subject to the limitations of the Article 16., agrcenitent so to arbitrate and an}° other agreement.or .16..5 Notwithstandin paragraph h 16.3, if a claim. g• g P consent to arbitrate entered into nn'accordance herewith as dispute or other n tier in question bcpvecn OANF.R and provided in this Anicle.l6 will haspxi6c lly enforceable Work of a Subcontractor, COer under the prevailinglaw ofany court havingjurisdiction 'OWNOR'ior C(Jlv6'.the either 'OWNER or CONTRAG'I'OR may join such 16,2., No demand for; arbitration of any claim, dispute, Subcontract or.ns a, party, to the arbitration between ;OWNER and CONTRACTOR,hcrcuiidcr CONTRACTOR shall rc or other matter that is required to be-forred to tncluilc in all subcontracts iejuirexl by lx agraph'611 a ENGINEER :intiall � for decision in accordance. with S specific provision whcrcb)• the Subcontractor consents to pamgraph 9.11 will be made until the carlicr.of (a) the date being Dined in an arbitration between ORNER and on which -ENGINEER has rendered a written dccision,cr CONTRACTOR- involving the Wort of such (b) the thirty-first day, after the parties have presented _their Subcontractor. Nothing in this paragraph 16 5 nor in .the evidence to ENGINI:CRif a written decision his not been rendered.by ENGINEFRbefore that date. No demand for provision of such subcontract consenting :to joinder shall • arbitration of any such claim dispute or other matter will 'which aeide any, claim, tight or cause, of action in favor of Subcontractor. and 'against OWNER; ENGINEER Or be.made later than thirty days after the date on BitGINGER'sConsultantstliatdoes: riot othenviseexist. ENGTIQF.ER has rendered' a written decision in respect thereof in accordance with paragraph 9 11; And the failure 16.6: 'The award rendered by the arbitrators will be to demand -arbitration within sand -thirty day$ period will tonal, judgment may Ix entered upon it in a y courthpvi g result in E1vGINELRs ,clec soon being final and binding, jurisdiction thereof, and it will not be siiliect to upon OWNER acid CONTRACTOR If ENGINE1 R m6diGcationorappeal renders a decision after arbitration proceedings have been initiated. such de6sionmay be -entered as evidence but will 16.7. OWNER and CONTRACTOR agree that they not supersede the arbitration proceedings cxapi-tvhcic the shall first :submit -any and all unsettled claims; idecisionisacceptabletorhei>it ies:concerned. No demand counterclaims, disputes and ;other matters' in question for arbitmtion'of any written decsinn oC,1 CINTEi2 belwe�n'thcm arising out'of or relating. to the `Contract rendered'- in accordance with paragrrnph'9.16, ill be made Documen(s:or the breach thereof ("disputes"),, to mediation later than ten days after the party making such demand has by the, American Arbiiratim Association under 'the delivered written notice of intention to appeal as provided Consiruc Lion Industry Mediation Rules of the American in paragraph 9.10. Arbitration Assoccitiuon prior •to either- of them initiating 16:3. Notice of the demand for arbitration ill he. against the other 'a demaod:Cor arbitration pursuant to Ilvevoea 16.6, and ay m uatiatiis: filed in t(Titing.with the other party to the'Agreemerit and r' bitr�Ijraphs oil ice on arbilmtion Gould vrevocably prejud ce.one of the pant es: with the American Arbitration Association. and a copy will The respective thirty and ten day ,time limits within which be sent to ENGINEER'for information The demand for will bertrade, within the'thirty'day;c'ror liirtlay to'file a demand, for arbrtralrori as provided in Patagiaphg ,arbittattori period specified inparegcaph 16.2 as applicable, and in all 16._. and 16:3 above shell, be suspended with respect to a dispute submitted to mcdianon within those 'same other cases within a reasonable limed[ter the claim; dispute applicable lime limits and shall remain suspended until ten -or other matter in question has arisen, and in no event shall_ ' an •such demaml be madealler the date when institution of ofthe-mediation: 'The mediator da}'s after the of legator egwta.ble proceedir gs" based_dit'sucti claim, chspute of any dispute _sulimittcd to mediation under..this Agreement shall not serve es arbitrator of sir_ ch dispute unless otherwise or other matter in question would be hatred bi the agreed. .applicable statute of limitation's. E1C66GENERAL CONDITIONS 1910-8 (1990Edtiin) OC-AI w1 CITY.OF FORTCOLLINS MODIFICATIONS (REV 9199) E' e EtCDC OENTRA1, CONDITIONS 1910-8 (1990Eaicm). wi QTY OF FORT. COW NS MODYFICATIONS(REV 9/94) • OC'AI increase in Bid price. If the apparent successful Bidder declines to make any substitution, OWNER may award the contract to the next lowest responsive and responsible Bidder that proposes to use acceptable subcontractors. Subcontractors, suppliers, other persons or organization listed and to whom OWNER or Engineer does not make written objection prior to the giving of the Notice of Award will be deemed acceptable to OWNER and ENGINEER subject to revocation of such acceptance after the effective date of the Agreement as provided in the General Conditions. 10.3. CONTRACTOR shall not be required to employ any subcontractor, supplier or other persons or organizations against whom he has reasonable objection. The use of subcontractors listed by the Bidder and accepted by OWNER prior to the Notice of Award will be required in the performance of the Work. 11.0 BID FORM. 11.1. A copy of the Bid Form is bound in the Contract Documents which may be retained by the Bidder. A separate unbound copy is enclosed for submission with the Bid. 11.2. Bid Forms must be complete in ink or typed. All lump sum prices on the form must be stated in words and numerals; in case of conflict, words will take precedence. Unit prices shall govern over extensions of sums. 11.3. Bids by corporations must be executed in the corporate name by the president or a vice-president (or other appropriate officer accompanied by evidence of authority to sign) and the corporate seal shall be affixed and attested by the secretary or an assistant secretary. The corporate address and state of incorporation shall be • shown below the corporate name. 11.4. Bids 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. 0 SECTION 00800 SUPPLEMENTARY CONDITIONS E • • SECTION 00800 SUPPLEMENTARY CONDITIONS Conditions of the Contract These Supplementary Conditions amend or supplement the General Conditions of the Construction Contract (EJCDC General Conditions 1910-8, 1990 edition with City of Fort Collins modifications) and other provisions of the Contract Documents as indicated below. SC-4.2 Subsurface and Physical Conditions: A. Add the following language to paragraph 4.2.1 of the General Conditions. 4.2.1.1.1 The following report(s) of exploration and tests of subsurface conditions at the site of the Work: None Contractor may rely upon the accuracy of the technical data contained in the geotechnical documents, but not upon nontechnical data, interpretations or opinions contained therein or upon the completeness of any information in the report. B. 4.2.1.2.1 No drawing of physical conditions in or relating to existing surface or • subsurface structures (except Underground Facilities referred to in Paragraph 4.3) which are at or contiguous to the site have been utilized by the Engineer in preparation of the Contract Documents, except the following: None SC-5.4.8 Limits of Liability A. Add the following language at the end of paragraph 5.4.8. The limits of liability for the insurance required by the paragraph numbers of the General Conditions listed below are as follows: 5.4.1 and 5.4.2 Coverage A - Statutory Limits Coverage B - $100,000/$100,000/$500,000 5.4.3 and 5.4.5 Commercial General Liability policy will have limits of $1,000,000 combined single limits (CSL). This policy will include coverage for Explosion, Collapse, and Underground coverage unless waived by the Owner. 5.4.6 The Comprehensive Automobile Liability Insurance policy will have limits of $1,000,000 combined single limits (CSL). 5.4.9 This policy will include completed operations coverage/product • liability coverage with limits of $1,000,000 combined single limits (CSL). SC-12.3 Add the following language to the end of paragraph 12.3. Contractor will include in the project schedule zero 0 days lost due to abnormal weather conditions. 0 • P CJ SECTION 00900 ADDENDA, MODIFICATIONS AND PAYMENT 00950 Contract Change Order 00960 Application for Payment SECTION 00950 CHANGE ORDER NO. PROJECT TITLE: Diagonal Walk & Stage Improvements for Poudre River Public Library District CONTRACTOR: GL Hoff Co dba Hoff Construction PROJECT NUMBER: 7536 DESCRIPTION: 1. Reason for change: 2. Description of Change: _ 3. Change in Contract Cost: 4. Change in Contract Time: ORIGINAL CONTRACT COST $ .00 TOTAL APPROVED CHANGE ORDER .00 TOTAL PENDING CHANGE ORDER .00 TOTAL THIS CHANGE ORDER .00 TOTAL % OF THIS CHANGE ORDER % TOTAL C.O.% OF ORIGNINAL CONTRACT % ADJUSTED CONTRACT COST $ .00 (Assuming all change orders approved) ACCEPTED BY: DATE: Contractor's Representative • • ACCEPTED BY: DATE: Project Manager REVIEWED BY: DATE: Title: APPROVED BY: DATE: Poudre River Public Library District, Owner APPROVED BY: DATE: Purchasing Agent over $60,000 cc: City Clerk Contractor Engineer Project File Architect Purchasing . 0 \ 0 \ a � ,It8 8 8 \ _ _ 3 . j §mdd� ezzW §5>37 =z23= ZOO z ZPw0e� °3j22% \»0� 0 . 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U) C J Q C O 0 O Coaf O (6 O w % _ > U O < C N U3 <<Oa< o� wU w� O U) 0 a U co N 0 N O J U -0 Q cZ) O Z a) N m E 7 Z • • n LJ PROJECT MANUAL TABLE OF CONTENTS POUDRE RIVER PUBLIC LIBRARY DISTRICT WALK DIAGONAL & STAGE IMPROVEMENTS Section No. Subject Page(s) DIVISION 1—GENERAL REQUIREMENTS 01 1100 Summary of Work...........................................................................................................6 01 32 13 Project Schedules........................................................................................................... 3 01 3300 Submittal Procedures..................................................................................................... 7 01 5526 Traffic Control.................................................................................................................4 01 5639 Temporary Tree and Plant Protection............................................................................. 3 01 57 13 Temporary Erosion and Sediment Control......................................................................4 DIVISION 2—EXISTING CONDITIONS 0241 00 Demolition...................................................................................................................... 3 DIVISION 3—CONCRETE 03 00 00 Concrete......................................................................................................................15 DIVISION 31—EXCAVATION AND FILL 31 1000 Site Clearing...................................................................................................................3 31 21 00 Fine Grading.................................................................................................................. 3 • DIVISION 32—EXTERIOR IMPROVEMENTS 32 1216 Asphalt Paving/Patching............................................................................................... 10 32 1400 Unit Paving.....................................................................................................................3 32 93 00 Planting and Landscape............................................................................................... 15 • Issued for Bidding July 15, 2013 END OF CONTENTS Ditesco i13.0 SUBMISSION OF BIDS. 13.1. Bids shall be submitted at the time and place indicated in the Invitation to Bid and shall be enclosed in an opaque sealed envelope marked with the Project title, Bid No., and name and address of the Bidder and accompanied by the Bid Security, Bid Form, Bid Bond, Statement of Bidders Qualifications, and Schedule of Subcontractors as required in Section 00430. If the Bid is sent through the mail or other delivery system, the sealed envelope shall be enclosed in a separate envelope with the notation 'BID ENCLOSED" on the face of it. 13.2. Bids shall be deposited at the designated location prior to the time and date for receipt of Bids indicated in the Invitation to Bid, or any extension thereof made by addendum. Bids received after the time and date for receipt of Bids will be returned unopened. Bidder shall assume full responsibility for timely delivery at the location designated for receipt of Bids. 13.3. Oral, telephonic, telegraphic, or facsimile Bids are invalid and will not receive consideration. 13.4. No Bidder may submit more than one Bid. Multiple Bids under different names will not be accepted from one firm or association. 14.0 MODIFICATION AND WITHDRAWAL OF BIDS. 14.1. Bids may be modified or withdrawn by an appropriate document duly executed (in a manner that a Bid must be executed) 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 TECHNICAL SPECIFICATIONS POUDRE RIVER PUBLIC LIBRARY DISTRICT DIVISION 01 — GENERAL REQUIREMENTS LIBRARY WALK DIAGONAL & STAGE IMPROVEMENTS 01 11 00 SUMMARY OF WORK SECTION 01 11 00 — SUMMARY OF WORK PART 1- GENERAL 1.1 SECTION INCLUDES A. Work covered by contract documents B. Work by Owner C. Work by others D. Contractor use of site and premises E. Work sequence F. Owner occupancy G. Contractor qualifications H. Easements and right-of-way I. Protection of property J. Maintenance of traffic K. Barricades and lights • L. Regulatory requirements M. Coordination N. Work Restrictions O. Miscellaneous Provisions 1.2 RELATED SECTIONS A. Section 01 33 00—Submittal Procedures B. Section 01 57 13—Temporary Erosion and Sediment Control C. Section 01 32 13—Project Schedules D. Section 01 55 26—Traffic Control 1.3 WORK COVERED BY CONTRACT DOCUMENTS A. The Work of this Contract consists, but is not limited to the following: demolition, concrete site work, lighting, site furnishings and grading. Work includes portions of construction within City Street Rights Of Way. Project area is approximately 7,250 square feet in one contiguous area and construction zone. • Issue for Bidding: 01 11 00-1 Ditesco July 15, 2013 TECHNICAL SPECIFICATIONS POUDRE RIVER PUBLIC LIBRARY DISTRICT DIVISION 01 — GENERAL REQUIREMENTS LIBRARY WALK DIAGONAL & STAGE IMPROVEMENTS 01 11 00 SUMMARY OF WORK • B. Furnish all materials, equipment, supplies, and appurtenances; provide all construction equipment and tools; and perform all necessary labor and supervision. C. Perform existing material removal, salvage, recycling activities, clean up, site backfill, grading, and fine grading. D. Salvage, recycle or reuse concrete as possible to the City of Fort Collins Streets Department Hoffman Mill Road site. E. Coordinate the progress of the Work including coordination between trades, subcontractors, suppliers, other contractors, public utilities and Owner to ensure the progress of Work. F. The Work included in the lump sum, guaranteed maximum price comprises all work completed by the Contractor to demolish and rebuild the Old Town Library Walk Diagonal and Stage Improvements per the contract documents. The project includes tasks described herein and as outlined on the project plans. 1.4 WORK BY OWNER A. At this point, no work is anticipated by the Owner. 1.5 WORK BY OTHERS A. . At this point, no work is anticipated by the Others. Contractor shall coordinate with all private utilities utilizing the site as necessary. 1.6 CONTRACTOR USE OF SITE AND PREMISES A. Contractor shall limit his use of the premises for Work and storage, to the allowable staging space on the project site and in the parking areas immediately east of the library site. All parking areas needed for construction staging shall be acquired from the City of Fort Collins and paid for by the Contractor. B. Coordinate use of premises under direction of Landscape Architect, Owner's Representative, and Project Manager. C. Assume full responsibility for the protection and safekeeping of products stored on site under this Contract. D. Obtain and pay for the use of additional storage or work areas needed for operations. E. Contractor may use those areas indicated on the drawings for staging and storage and such additional areas as Landscape Architect, Owner's Representative, or Project Manager may designate. 1.7 WORK SEQUENCE A. Construct Work in stages to allow for Owner's continuous occupancy and for uninterrupted service. Provide a Detailed Work Plan for each Phase of the project and for every item of Work on the project as required in Section 01 32 13. Coordinate construction schedule and operations with the Owner's Representative. B. Sequences other than those specified will be considered by Owner's Representative, provided they afford equivalent continuity of operations. Issue for Bidding: 01 11 00 - 2 Ditesco July 15, 2013 TECHNICAL SPECIFICATIONS DIVISION 01 — GENERAL REQUIREMENTS 01 11 00 SUMMARY OF WORK POUDRE RIVER PUBLIC LIBRARY DISTRICT LIBRARY WALK DIAGONAL & STAGE IMPROVEMENTS C. Construction services performed in accordance with the Agreement and specifications include the following: 1. Stage — Alternate 1: As part of an alternate, procure, ship, deliver, stockpile, stage and install or construct all items necessary to build the stage alternate as shown in the contract drawings (sheets S1.0, S2.0, L2.0, and SD1.0). This work shall include all necessary items whatsoever to make the Stage complete in place. Lighting — Alternate 2: As part of an alternate, procure, ship, deliver, stockpile, stage and install or construct all items necessary to build all pedestrian and Tivoli lights as shown on the contract drawings (Sheets S1.0, S2.0, S3.0, E0.1, E0.2, E0.3, and E0.4). This work shall include all necessary wiring feeds, terminations, light pole foundations, power supplies, circuits, vaults and other items whatsoever to make the lighting system complete in place. 3. Benches — Alternate 3: As part of an alternate, procure, ship, deliver, stockpile, stage and install two benches at the checkerboard. The benches specifications are provided on Sheet SD3.0 and are to be Landscape Forms, Parc Vue Bench with memorial etched plaques. 4. Old Town Library Walk Diaconal Base Bid: The base bid and all selected alternates will be awarded in the early fall of 2013. Work for the base bid and all selected alternates shall commence no earlier than Auger 2013. Irrigation (base bid): As part of this contract, the Contractor shall allocate an allowance of $20,000 for miscellaneous irrigation repairs and new irrigation improvements to landscape and planter areas. These repairs and coordination with new irrigation installation are unknown at the time of bidding and will be coordinated with the Owners Representative during the construction phase. This work will be tracked as a force account item to the contract whereby the Contractor and associated subcontractors will be required to track costs associated with irrigation repair and installation. The irrigation repair and installation scope of work and tracked costs must be agreed to by the Owners Representative prior to payment. 5. Work shall include all items incidental to completion of the project whether or not specifically called for including, but not limited to concrete flatwork, electrical underground, lighting, traffic control, landscape & tree protection, restoration, site repair, landscaping, irrigation, asphalt patching, curb, gutter and sidewalk replacement and site cleanup. D. Contract times and completion dates. Construction services performed in accordance with the Agreement, contract documents, drawings and specifications are based on the following schedules: 1. Old Town Library Walk Diagonal: Notice -to -Proceed for this second contract milestone is anticipated by September 5, 2013. The Contractor shall be substantially complete within 75 calendar days. Substantial completion is expected around November 19, 2013. The Contractor shall be finally complete within 7 calendar days of substantial completion. Final completion is expected on November 26, 2013. 1.8 OWNER OCCUPANCY Issue for Bidding: 0111 00 - 3 Ditesco July 15, 2013 0 • is 0 TECHNICAL SPECIFICATIONS POUDRE RIVER PUBLIC LIBRARY DISTRICT DIVISION 01 — GENERAL REQUIREMENTS LIBRARY WALK DIAGONAL & STAGE IMPROVEMENTS 01 11 00 SUMMARY OF WORK A. Owner will occupy the premises during the entire period of construction and conduct normal operations. Cooperate with Owner in all construction operations to minimize conflict, and to facilitate Owner usage. Maintain existing delivery zones, exits and entrances, unless otherwise indicated. 1. Maintain access to existing walkways, or corridors with all weather surfacing. Do not close or obstruct walkways, corridors, or occupied facilities without written permission from Owner's Representative. a. All weather surfacing is defined as boardwalks, temporary paving (concrete or asphalt) to maintain full ADA accessible entrances to the Library. Coordinate directly with Library operations personnel. 2. Provide not less than 72 hours written notice to Owner of activities that will affect business operations. Owner's Representative must approve method of written notice prior to notification of Owner. 1.9 CONTRACTOR QUALIFICATIONS A. Contractor Qualifications: General Contractor shall have completed at least four (4) projects of similar size, scope and complexity in the past five (5) years under similar guidelines to the ones provided herein. 1. Contractor shall hold the appropriate State and/or local licenses to perform the work in the local jurisdiction. 2. Contractor shall submit a list of references, including name, telephone number, and address for persons who can verify successful completion of concrete flatwork projects of similar size, scope and complexity. Positive verification results from references shall be a condition precedent to award of this contract. 3. Superintendent Qualifications: a. The Contractor's superintendent shall be a competent, experienced person employed by the Contractor. b. The Contractor shall submit the proposed superintendent's resume with the qualifications package as part of the bid documents. C. The superintendent shall be assigned to this contract full-time until the job reaches substantial completion. d. The superintendent must have completed at least 2 similar projects in the past 5 years. 1.10 EASEMENTS AND RIGHT-OF-WAY A. In general, Owner will provide full use of premises for construction of improvements. Exceptions shall be identified within the contract documents. Owner reserves the right to limit site access as required for changes in operations. B. Confine construction operations to the immediate vicinity of the location indicated on drawings and use due care in placing construction tools, equipment, excavated materials, and additional materials and supplies, so as to cause the least possible damage to property and interference with traffic. 1.11 PROTECTION OF PROPERTY A. Protect, shore, brace, support, and maintain underground pipes, conduits, drains, and other underground construction uncovered or otherwise affected by construction operations. B. Restore to their original condition, pavement, surfacing, driveways, curbs, walks, buildings, utility poles, guy wires, fences, sod and other structures affected by construction operations. C. Use new materials for replacement Issue for Bidding: July 15, 2013 011100-4 Ditesco TECHNICAL SPECIFICATIONS _ POUDRE RIVER PUBLIC LIBRARY DISTRICT DIVISION 01 — GENERAL REQUIREMENTS LIBRARY WALK DIAGONAL & STAGE IMPROVEMENTS 01 11 00 SUMMARY OF WORK D. Contractor shall be responsible for all damage to streets, roads, shoulders, ditches, embankments, culverts, location or character, which may be caused by transporting equipment, materials, or personnel to or from the Work or any site thereof, whether by him or his subcontractors. E. Protect existing landscaping and sod from damage through use of 4'x8' sheets of/4" plywood planking to traverse sod areas with equipment and materials. Promptly remove plywood upon completion of movements across sod to avoid burning and additional damage. F. Make satisfactory and acceptable arrangements with the Owner of, or the agency or authority having jurisdiction over, any damaged property concerning its repair or replacement or payment of costs incurred in connection with the damage. G. Keep fire hydrants and water control valves free from obstruction and available for use at all times. 12 MAINTENANCE OF TRAFFIC A. Conduct Work to interfere as little as possible with travel, whether vehicular or pedestrian. Prepare detailed traffic control plans for each portion of the project as required in Section 01 32 13 — Construction Schedules. Traffic control plans shall be prepared by a Certified Traffic Control Supervisor and submitted to the Owner and City of Fort Collins for approval. 1. Whenever it is necessary to cross, close, or obstruct roads, driveways and walks, provide and maintain suitable and safe bridges, detours, or other temporary devices for accommodation of private travel. a. Provide Engineer and Owner a minimum of 48 working hours notice b. Owner is not responsible for Contractors downtime associated with failure to identify closures and comply with these requirements. B. Detour 1. Provide, as required, bridges across trenches, barricades, guardrail approaches, lights, signals, signs, and other devices necessary for protection of the Work and public safety. 1.13 BARRICADES AND LIGHTS A. Protect streets, sidewalks, parking lots and other public thoroughfares which are closed to traffic by effective barricades with acceptable warning signs B. Locate barricades at the street intersecting public thoroughfare on each side of the blocked section. C. Provide suitable barriers, signs, and lights to the extent required to adequately protect the public. D. Provide similar warning signs and lights at obstructions such as material piles and equipment. E. Illuminate barricades and obstructions with warning lights from sunset to sunrise. F. Store materials and conduct Work to cause the minimum obstruction to the Owner. G. Install and maintain barricades, signs, lights, and other protective devices in conformity with applicable statutory requirements and, as required by the City of Fort Collins. 1.14 REGULATORY REQUIREMENTS E Issue for Bidding: 01 11 00 - 5 Ditesco July 15, 2013 1 U r1 L_J TECHNICAL SPECIFICATIONS POUDRE RIVER PUBLIC LIBRARY DISTRICT DIVISION 01 — GENERAL REQUIREMENTS LIBRARY WALK DIAGONAL & STAGE IMPROVEMENTS 01 11 00 SUMMARY OF WORK A. Comply with all federal, state, and local laws, regulations, codes, and ordinances applicable to the Work. B. Obtain and pay for all permits associated with this project including but not limited to, right-of-way, parking, excavation and building permits as may be necessary. C. Other standards and codes which apply to the Work are designated in the specifications. 1.15 COORDINATION A. Coordinate scheduling, submissions, and Work of the various Sections of specifications to assure efficient and orderly sequence of construction activities. B. Coordinate completion and clean up of Work of separate Sections. 1.16 WORK RESTRICTIONS A. On -Site Work Hours: Work shall be generally performed from 7:00 a.m. to 6:00 p.m., Monday through Friday, except otherwise indicated. 1. Weekend Hours: Work not allowed unless prior approval provided by Owner — min 48 hour notice. 1.17 MISCELLANEOUS PROVISIONS The Contractor shall provide unrestricted all-weather pedestrian business access to the Library at all times during regular business hours shown in Table 1 below. Business access must be ADA compliant and be readily available at all times. Table 1. Poudre River Public Library — Old Town Library (Main) Business Hours Day Business Hours Monday — Thursday 9:30 a.m. — 9:00 p.m. Friday 10:00 a.m. — 6:00 p.m. Saturday 10:00 a.m. — 5:00 p.m. Sunda 1:00 P.M. — 5:00 P.M. PART 2- PRODUCTS Not Used PART 3- EXECUTION Not Used Issue for Bidding: July 15, 2013 END OF SECTION 011100-6 Ditesco TECHNICAL SPECIFICATIONS DIVISION 01 — GENERAL REQUIREMENTS 01 32 13 PROJECT SCHEDULES POUDRE RIVER PUBLIC LIBRARY DISTRICT LIBRARY WALK DIAGONAL & STAGE IMPROVEMENTS SECTION 01 32 13 — PROJECT SCHEDULES PART 1- GENERAL 1.1 SECTION INCLUDES A. Requirements B. Format C. Content D. Progress Revisions E. Submittals F. Distribution 1.2 RELATED SECTION A. Section 01 11 00—Summary of Work B. Section 01 33 00—Submittal Procedures 1.3 REQUIREMENTS A. Within 10 days after Effective Date of Agreement, Contractor shall prepare and submit to . Engineer estimated construction progress schedules for the Work, with sub schedules of related activities which are essential to its progress. B. Submit to Owner not less than 10 days prior to beginning Work, a "Detailed Work Plan" for each phase of the project. Detailed Work Plans shall include a Traffic Control Plan, Demolition plan and restoration plan that may affect the Library District's interests. Schedule review meeting with Owner. C. Submit revised progress schedules with each pay application. D. Owner may require Contractor to add to his equipment, or construction forces, as well as increase the working hours, if operations fall behind schedule at any time during construction period. 1.4 FORMAT A. General schedule format: Conform to ©Primavera, P6 critical path method (CPM) scheduling format or approved equal: 1. Base schedule on work days and regular working hours, Monday through Friday 7:00 A.M. to 6:00 P.M. 2. Minimum sheet size: 8 1/2" by 11" 3. Color format B. Row (Listings) —Show: 1. Project Title 2. Major areas of construction 3. Construction activities within major areas of construction Issue for Bidding 01 32 13 - 1 Ditesco July 15, 2013 TECHNICAL SPECIFICATIONS POUDRE RIVER PUBLIC LIBRARY DISTRICT DIVISION 01 — GENERAL REQUIREMENTS LIBRARY WALK DIAGONAL & STAGE IMPROVEMENTS 01 32 13 PROJECT SCHEDULES • 4. Provide a separate bar for each construction activity (i.e. each floor or deconstructed area). Bars to be annotated with activity description 5. Critical path activities to be clearly identified by color and lines 6. Subcontractors and their respective schedules shall be clearly identified as separate tasks 7. List in chronological order by start date each major area of construction and then by each construction activity within its respective area of construction 8. Show project start date, finish date, data date, run date, and revision table 9. Contract milestone dates 10. Legend C. Column (Headings) —Show: 1. Activity ID: Define by number corresponding to major specification sections 2. Activity Description 3. Percent Complete 4. Original Duration 5. Remaining Duration 6. Total Float 7. Early Start 8. Early Finish 9. Time Scale: Identify first day of each week. Allow space for notations. 10. Data date line i��K�1►11���� A. Construction progress schedule —Show: 1. Complete sequence of construction by activity for full length of Contract time. 2.. Major areas.of construction to include, at a minimum, each separate stage of Work B. Submittals schedule for shop drawings and product data —Show: 1. The dates for Contractor's submittals 2. The dates accepted submittals will be required from Engineer. Extensions of time for delays in submittal approval shall only be allowed as provided in Section 01 33 00 C. Products delivery schedule —Show delivery dates for: 1. All major material deliveries 1.6 PROGRESS REVISIONS A. Progress schedules are to be representative of actual construction progress and sequencing of activities. Schedules that do not accurately represent construction progress will be rejected. B. Indicate progress of each activity as of data date. C. Show changes occurring since previous submission of schedule: 1. Major changes in scope 2. Activities modified since previous submission 3. Revised projections of progress and completion 4. Other identifiable changes D. Provide narrative report as needed to define: 1: Problem areas, anticipated delays, and impact on schedule 2. Corrective action recommended, and its effect 3. Effect on changes on schedules of other prime contractors Issue for Bidding 01 32 13 - 2 Ditesco July 15, 2013 TECHNICAL SPECIFICATIONS DIVISION 01 — GENERAL REQUIREMENTS 01 32 13 PROJECT SCHEDULES 1.7 SUBMITTALS POUDRE RIVER PUBLIC LIBRARY DISTRICT LIBRARY WALK DIAGONAL & STAGE IMPROVEMENTS A. Submit initial schedules within 10 days after award of Contract: 1. Engineer will review schedules and return review copy within 10 days after receipt 2. If required, resubmit within 7 days after return of review copy B. Submit revised progress schedules with each Application for Payment. C. At each submission submit the number of opaque reproductions which the Contractor requires, plus 3 copies which will be distributed by Engineer. Do not submit fewer than 5 copies 1.8 DISTRIBUTION A. Engineer will distribute copies of accepted schedules to: 1. One copy to Owner 2. One copy to Resident Project Representative 3. One copy to be retained in Engineer's file 4. One copy to Contractor to be kept on file at job site 5. Remainder to Contractor for his distribution B. Schedule recipients will report promptly to Engineer and Contractor, in writing, any problems anticipated by projections shown in schedules PART 2- PRODUCTS Not Used PART 3- EXECUTION END OF SECTION Issue for Bidding 01 32 13 - 3 Ditesco July 15, 2013 u • • TECHNICAL SPECIFICATIONS POUDRE RIVER PUBLIC LIBRARY DISTRICT DIVISION 01 — GENERAL REQUIREMENTS LIBRARY WALK DIAGONAL & STAGE IMPROVEMENTS 01 33 00 SUBMITTAL PROCEDURES • SECTION 01 33 00 — SUBMITTAL PROCEDURES PART 1-GENERAL 1.1 SECTION INCLUDES A. Submission of all shop drawings and product data as required by the Contract Documents for all equipment and materials to be furnished under this contract unless specifically indicated otherwise 1.2 RELATED SECTIONS A. Section 01 32 13—Construction Schedules B. Sections for Divisions 1 through 48—Required Submittals 1.3 SUBMITTALS A. Shop Drawings —Drawings shall be presented in a clear and thorough manner: 1. Identify details by reference to sheet and detail, schedule or room numbers shown on Contract Drawings 2. Identify equipment by reference to equipment name and tag number shown on Contract Drawings 3. Scale and Measurements: Make drawings accurate to a scale with sufficient detail to show the kind, size, arrangement and function of component materials and devices 4. Minimum sheet size: 81/2" by 11" • 5. Fabrication drawing size: 11" by 17" or 24" by 36" B. Product Data —Preparation: 1. Clearly mark each copy to identify pertinent products or models submitted for review 2. Identify equipment by reference to equipment name and tag number 3. Catalog cut sheets: Cross -out or delete irrelevant data 4. Show performance characteristics and capacities 5. Show dimensions and clearances required for installation and maintenance 6. Show wiring or piping diagrams and controls 7. Show external connections, anchorages, and supports required 11 C. "Certificate of Compliance": 1. Provided by manufacturer or supplier in lieu of submittal data required 2. Certifies that product data or item identified in certificate is in total compliance with Contract Document requirements 3. Specifically identifies project name and that there is no deviation from Contract Documents 4. Identify equipment by reference to equipment name and tag number 5. Identify limits of equipment, materials or work provided 6. Provide for specific product data or item only as indicated herein D. Construction Schedule: Designate in the construction schedule, or in a separate coordinated shop drawing schedule, the dates for submission and the dates that reviewed Shop Drawings and Product Data will be needed. Issue for Bidding: 01 33 00 -1 Ditesco July 15, 2013 interest of the Project to make an award to that Bidder, whether because the Bid is i not responsive or the Bidder is unqualified or of doubtful financial ability or fails to meet any other pertinent standard or criteria established by OWNER. Discrepancies between the indicated sum of any column of figures and the correct sum thereof will be resolved in favor of the correct sum. 17.2. In evaluating Bids, OWNER will consider the qualifications of the Bidders, whether or not the Bids comply with the prescribed requirements, and such alternates, unit prices and other data, as may be requested in the Bid Form or prior to the Notice of Award. 17.3. OWNER may consider the qualification and experience of Subcontractors, Suppliers, and other persons and organizations proposed for those portions of the Work as to which the identity of Subcontractors, Suppliers, and other persons and organizations is submitted as requested by OWNER. OWNER also may consider the operating costs, maintenance requirements, performance data and guarantees of major items of materials and equipment proposed for incorporation in the Work when such data is required to be submitted prior to the Notice of Award. 17.4. OWNER may conduct such investigations as OWNER deems necessary to assist in the evaluation of any Bid and to establish the responsibility, qualifications and financial ability of the Bidder's proposed Subcontractors, Suppliers and other persons and organizations to do the Work in accordance with the Contract Documents to OWNER's satisfaction within the prescribed time. 17.5. If the Contract is to be awarded, it will be awarded to the lowest responsive and responsible Bidder whose evaluation by OWNER indicates to OWNER that the award will be in the best interest of the OWNER. Award shall be made on the evaluated lowest base bid excluding alternates. The basis for award shall be the lowest Bid total for the Schedule or, in the case of more than one schedule, for sum of all schedules. Only one contract will be awarded. 17.6. If the Contract is to be awarded, OWNER will give the Successful Bidder a Notice of Award within forty-five (45) days after the date of the Bid opening. 17.0 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. 18.0 SIGNING OF AGREEMENT. When OWNER gives a Notice of Award to the Successful Bidder, it will be accompanied by the required number of unsigned counterparts of the Agreement with all other written Contract Documents attached. Within fifteen (15) days thereafter, CONTRACTOR shall sign and deliver the required number of counterparts of the Agreement and attached documents to OWNER with the required Bonds. Within ten (10) days thereafter, OWNER hall deliver one fully signed counterpart to CONTRACTOR. Each counterpart is to be accompanied by a complete set of the Drawings with appropriate identification. 0 TECHNICAL SPECIFICATIONS POUDRE RIVER PUBLIC LIBRARY DISTRICT DIVISION 01 — GENERAL REQUIREMENTS LIBRARY WALK DIAGONAL & STAGE IMPROVEMENTS 01 33 00 SUBMITTAL PROCEDURES • 1.4 CONTRACTOR RESPONSIBILITIES A. Review shop drawings and product data prior to submission for accuracy and completeness of each submission. B. Approve and stamp each submission before submitting. C. Determine and verify: 1. Field measurements 2. Field construction criteria 3. Catalog numbers and similar data 4. Conformance with specifications D. Prior to each submission, carefully review and coordinate all aspects of each item being submitted E. Verify that each item and the submittal for it conform in all respects with specified requirements of the Work and of the Contract Documents with respect to means, methods, techniques, sequences, and operations of construction, and safety precautions and programs incidental thereto. F. Make submissions promptly in accordance with Construction Schedule, and in such sequence as to cause no delay in the Work or in the work of any other Contractor. G. Notify Engineer in writing, at time of submission, of any deviations in the submittals from Contract Document requirements: • 1. Identify and tabulate all deviations in transmittal letter 2. Indicate essential details of all changes proposed, including modifications to other facilities that may be a result of the deviation 1.5 SUBMISSION REQUIREMENTS A. Make submissions far enough in advance of scheduled dates for installation to provide time required for reviews, for securing necessary approvals, for possible revisions and resubmissions, and for placing orders and securing delivery B. In scheduling, allow a minimum of 14 calendar days for review by Engineer following receipt of submission in Engineer's office: 1. Time required to mail submissions or resubmissions is not considered a part of the review period C. Consecutively number all submissions: 1. Assign a unique number to include all shop drawings, product data and other information required for individual specification sections 2. Each specification section may still have more than one submittal number for later submissions (i.e., Preliminary O&M Manuals, Final O&M Manuals, etc.) D. Number of Submittals Required: 1. Shop Drawings and Product Data: Submit a maximum of 2 copies for Contractor's use, plus a maximum of 3 copies which will be distributed by Engineer when approved. Do not submit more than 5 copies. E. Accompany each submission with a letter of transmittal showing all information required for identification and checking. Submittals shall contain: Issue for Bidding: 01 33 00 - 2 Ditesco July 15, 2013 w TECHNICAL SPECIFICATIONS POUDRE RIVER PUBLIC LIBRARY DISTRICT DIVISION 01 — GENERAL REQUIREMENTS LIBRARY WALK DIAGONAL & STAGE IMPROVEMENTS 01 33 00 SUBMITTAL PROCEDURES 1. Submittal number 2. Date of submission and dates of any previous submissions 3. Project title and number 4. Owner Contract identification number if applicable 5. The names of a. Contractor b. Supplier C. Manufacturer 6. Identification of the product, with the specification section number 7. Field dimensions, clearly identified as such 8. Relation to adjacent or critical features of the Work or materials 9. Applicable standards, such as ASTM or Federal Specification numbers 10. Identification of deviations from Contract Documents 11. Identification of revisions on resubmissions 12. An 8" by 4" blank space for Contractor's and Engineer's stamps 13. Stamp cover sheet of each submittal as identified in letter of transmittal 14. Contractor's stamp: Initialed or signed, certifying review and approval of submittal, verification of products, field measurements and field construction criteria, and coordination of the information within the submittal with requirements of the Work and of Contract Documents. Use stamp to include wording similar to the following: This submittal has been reviewed by [name of contractor] and approved Wth respect to the means, methods, techniques, sequences, and procedures of construction, and safety precautions and programs incidental thereto. [Name of contractor] also warrants that this submittal complies with contract documents and comprises no deviations thereto: Section No: Submittal No: Date: by: F. Submittal Log: 1. Maintain an accurate submittal log for duration of the Work showing current status of all submissions 2. Show submittal number, section number, section title, submittal description dates and disposition of submittal 3. Make submittal log available to Engineer for Engineer's review upon request G. Unless specified otherwise, make submissions in groups to facilitate efficient review and approval: 1. Include all associated items from individual specification sections to assure that all information is available for checking each item when it is received 2. Submit a complete initial submittal including all components when an item consists of components from several sources 3. Partial submittals may be rejected as not complying with provisions of the Contract 4. Engineer will not be held liable for delays due to poorly organized or incomplete submissions 5. Do not include items from more than one specification section for any one submittal number H. Contractor may require subcontractors to provide drawings, setting diagrams and similar information to help coordinate the Work, but such data shall remain between Contractor and his Issue for Bidding: 01 33 00 - 3 Ditesco July 15, 2013 TECHNICAL SPECIFICATIONS POUDRE RIVER PUBLIC LIBRARY DISTRICT DIVISION 01 — GENERAL REQUIREMENTS LIBRARY WALK DIAGONAL & STAGE IMPROVEMENTS 01 33 00 SUBMITTAL PROCEDURES subcontractors and will not be reviewed by Engineer unless specifically called for within the Contract Documents. 1.6 DISPOSITION OF SHOP DRAWINGS AND PRODUCT DATA A. "Approved As Submitted": Approved with No Exceptions Noted 1. One copy sent to Owner 2. One copy sent to Resident Project Representative 3. One copy retained in Engineer's file 4. Remaining copies returned to Contractor for his use a. One copy to be kept on file at Contractor's office at job site b. Remaining copies for Contractor's office file, suppliers, or subcontractors 5. No corrections or comments noted on submittal or in transmittal letter 6. Issues or miscellaneous comments pertaining to other related items of the Work may be included in transmittal letter 7. Resubmission not required B. "Exceptions Noted": Approved with Corrections Noted 1. One copy sent to Owner 2. One copy sent to Resident Project Representative 3. One copy retained in Engineer's file 4. Remaining copies returned to Contractor for his use a. One copy to be kept on file at Contractor's office at job site b. Remaining copies for Contractor's office file, suppliers or subcontractors c. Copies of submittal data in operation and maintenance manuals to be revised according to corrections 5. Comply with corrections or comments as noted on submittal and in transmittal letter 6. Resubmission not required C. "Revise And Resubmit": Incorrect or Specific Information Still Required 1. One copy sent to Resident Project Representative 2. One copy retained in Engineer's file 3. All remaining copies returned to Contractor for revision and re -submittal 4. Copy of transmittal letter sent to Owner. An "Approved As Submitted" or "Exceptions Noted" submittal will be forwarded to Owner upon resubmission and review per above disposition requirements. 5. Submittal is either: incorrectly annotated; specific comments need to be addressed and incorporated in re -submittal; and/or additional information may be required as noted in transmittal letter. 6. Submitted information may not include or address specific item required per the specification as identified in transmittal letter. 7. Specific information related to identified item may be required for final approval of submittal. 8. Resubmission of entire submittal may be required or resubmission of specific item may be required as identified in transmittal letter. D. "Rejected": Returned for Correction 1. One copy sent to Resident Project Representative 2. One copy retained in Engineer's file 3. All remaining copies returned to Contractor 4. Copy of transmittal letter sent to Owner 5. Contractor required to resubmit complete submittal package in accordance with Contract Documents 6. Submittal does not comply with provisions of Contract Documents as noted in transmittal letter Issue for Bidding: 01 33 00 - 4 Ditesco July 15, 2013 TECHNICAL SPECIFICATIONS DIVISION 01 — GENERAL REQUIREMENTS 01 33 00 SUBMITTAL PROCEDURES Resubmission required POUDRE RIVER PUBLIC LIBRARY DISTRICT LIBRARY WALK DIAGONAL & STAGE IMPROVEMENTS "Receipt Acknowledged": For Reference Purposes Only or for Record Copy 1. One copy sent to Resident Project Representative 2. One copy retained in Engineer's file 3. One copy returned to Contractor 4. Copy of transmittal letter sent to Owner 5. Remaining submittal copies destroyed 6. Detailed review and comment by Engineer not required Resubmission not required 1.7 DISPOSITION OF SAMPLES A. "Approved As Submitted": Approved with No Exceptions Noted 1. One sample sent to Owner 2. One sample sent to Resident Project Representative 3. One sample retained in Engineer's file 4. Acknowledgment: Copy of transmittal letter sent to Contractor 5. Resubmission not required B. "Exceptions Noted": Approved with Corrections Noted 1. One sample sent to Owner 2. One sample sent to Resident Project Representative 3. One sample retained in Engineer's file 4. Acknowledgment: Copy of transmittal letter sent to Contractor 5. Work performed or products furnished to comply with exceptions noted in • acknowledgment 6. Resubmission not required C. ".Rejected": Returned for Correction 1. One sample retained in Engineer's file 2. Remaining samples sent to Contractor for re -submittal and compliance with the Contract Documents as noted in transmittal letter 3. Copy of transmittal letter sent to Owner 4. Resubmission required 8 RESUBMISSION REQUIREMENTS A. Make any corrections or changes in submittals required by Engineer and resubmit until approved B. Transmit each resubmission under new letter of transmittal. Use number of original submittal followed directly by a capital letter corresponding to the number of times a submittal is resubmitted (i.e., 1, 1A, 1B, etc.) C. Shop Drawings and Product Data: 1. Revise initial drawings or data and resubmit as specified for the initial submittal 2. Indicate any changes which have been made other than those requested by Engineer D. Reimbursement of Resubmission Review Costs: 1. Review of first submittal and one re -submittal will be performed by Engineer at no cost to the Contractor 2. Costs for review of subsequent resubmissions will be directly paid by Contractor 3. Engineer will document work -hours required for review and costs for Engineer review will be deducted from payments due Contractor as Change Order deductions. • Issue for Bidding: 01 33 00 - 5 Ditesco July 15, 2013 TECHNICAL SPECIFICATIONS DIVISION 01 —GENERAL REQUIREMENTS 01 33 00 SUBMITTAL PROCEDURES POUDRE RIVER PUBLIC LIBRARY DISTRICT LIBRARY WALK DIAGONAL & STAGE IMPROVEMENTS 4. Charges for review of resubmissions will include Engineer at a rate of $95 per hour and Admin at a rate of $55 per hour 1.9 ENGINEER'S DUTIES A. Review submittals with reasonable promptness and in accord with approved submission schedule provided that each submittal has been called for by the Contract Documents and is stamped by Contractor as indicated above: 1. In the event that Engineer will require more than 14 calendar days to perform a submittal review as requested by Contractor, Engineer shall so notify Contractor or indicate so on the submission schedule. 2. No extensions of time are allowed due to Engineer's delay in reviewing submittals unless all the following criteria are met: a. Engineer has failed to return submittal within 14 days of receipt of the submittal or receipt of said notice, whichever is later b. Contractor demonstrates that delay in progress of the Work was directly attributable to Engineer's failure to return submittal within 14 days. 3. No extensions of time are allowed due to delays in progress of the Work caused by rejection and subsequent resubmission of data, including multiple resubmissions. B. Review drawings and data submitted only for general conformity with Contract Documents: 1. Engineer's review of drawings and data returned marked "Approved As Submitted" or "Exceptions Noted" does not indicate a thorough review of all dimensions, quantities, and details of material, equipment device or items shown 2. Engineer's review does not relieve Contractor of responsibility for errors, omissions or deviations nor responsibility for compliance with the Contract Documents 3. Engineer's review shall not extend to means, methods, techniques, sequences, operations of construction, and safety precautions and programs incidental thereto. No information regarding these items will be reviewed whether or not included in submittals. C. Assume that no shop drawing or related submittal comprises a deviation to the Contract Documents unless Contractor advises Engineer otherwise in writing which is acknowledged by Engineer in writing: 1. Consider and review only those deviations from the Contract Documents clearly identified as such in submittal and tabulated in the Letter of Transmittal. D. Return submittals to Contractor for distribution or for resubmission E. Transmit, unreviewed, to Contractor all copies of submittals received directly from suppliers, manufacturers and subcontractors Transmit, unreviewed, to Contractor all copies of submittals not called for by the Contract Documents or which have not been approved by Contractor G. Engineer will not review uncalled-for shop drawings or product data except by special arrangement H. Affix stamp and indicate approval for submittal or resubmission requirements with the following stamp: Issue for Bidding: 01 33 00 - 6 Ditesco July 15, 2013 0 • • 1] TECHNICAL SPECIFICATIONS DIVISION 01 — GENERAL REQUIREMENTS 01 33 00 SUBMITTAL PROCEDURES POUDRE RIVER PUBLIC LIBRARY DISTRICT LIBRARY WALK DIAGONAL & STAGE IMPROVEMENTS ❑ Approved As Submitted ❑ Exceptions Noted ❑ Revise And Resubmit ❑ Rejected This review was performed only for general conformance with the design concept of the project and general compliance with the information given in the contract documents. Modifications or comments made on the shop drawings and product data during this review do not relieve contractor from responsibility for compliance with the requirements of the plans and specifications. Approval of a specific item does not include approval of the assembly of which the item is a component. Contractor is responsible for: dimensions to be confirmed and correlated at the jobsite; information that pertains solely to the fabrication processes or to the means, methods, techniques, sequences, and procedures of construction; coordination of the work of all trades; and for performing all work in a safe and satisfactory manner. Ditesco, LLC Date By 1.10 SUBMITTAL SCHEDULE A. Unless indicated otherwise, provide all submittals required by individual sections of the Contract Documents to establish compliance with the specified requirements B. Contractor may provide "Certificate of Compliance" in lieu of product data submittal as required above for the following sections: SECTION SECTION TITLE PRODUCT DATA OR NUMBER ITEM NONE NONE NONE PART 2- PRODUCTS Not Used PART 3- EXECUTION Not Used Issue for Bidding: July 15, 2013 END OF SECTION 013300-7 Ditesco TECHNICAL SPECIFICATIONS DIVISION 01 — GENERAL REQUIREMENTS 01 55 26 TRAFFIC CONTROL POUDRE RIVER PUBLIC LIBRARY DISTRICT LIBRARY WALK DIAGONAL & STAGE IMPROVEMENTS SECTION 01 55 26 — TRAFFIC CONTROL PART 1- GENERAL 1.1 SECTION INCLUDES A. General Requirements B. Regulatory Requirements C. Construction Worker Parking D. Construction Parking Control E. Flagmen F. Flares and Lights G. Haul Routes H. Roadway Usage Between Operations I. Traffic Signs and Signals J. Barricades K. Barriers L. Removal 1.2 RELATED SECTIONS A. Section 01 11 00—Summary of Work B. Section 01 33 00 — Submittal Procedures 1.3 GENERAL REQUIREMENTS A. Unless otherwise authorized, keep access to E Oak Street, Peterson Street, Mathews Street, and E Olive Street available at all times. 1.4 REGULATORY REQUIREMENTS A. Conformance: "Manual on Uniform Traffic Control Devices," U.S. Department of Transportation, or applicable statutory requirements of authority having jurisdiction. B. The Contractor shall submit a Method of Handling Traffic (MHT) prepared by a certified Traffic Control Supervisor (TCS) to City Traffic Department and Engineer for approval prior to proceeding with any phases of the work. 1.5 CONSTRUCTION WORKERS PARKING Issue for Bidding: 01 55 26 -1 Ditesco July 15, 2013 • • TECHNICAL SPECIFICATIONS POUDRE RIVER PUBLIC LIBRARY DISTRICT DIVISION 01 — GENERAL REQUIREMENTS LIBRARY WALK DIAGONAL & STAGE IMPROVEMENTS 01 55 26 TRAFFIC CONTROL • A. Contractor's worker vehicles are limited to be located internal to the designated staging area which is anticipated interior to the parking/staging area as designated by Contractor and obtained from the City of Fort Collins Parking Services. All parking and staging for Contractor's workers shall be procured by the Contractor from the City of Fort Collins and/or the Poudre River Library District. 1.6 CONSTRUCTION PARKING CONTROL A. Contractor is responsible to control vehicular parking to prevent interference with public traffic and parking, access by emergency vehicles, and Owner's operations. Contractor shall be responsible for any and all parking tickets received due to his operations unless they are issued inside the Contractor's work zone or designated staging area. 1.7 FLAGMEN A. Provide trained and equipped flagmen to regulate traffic when construction operations or traffic encroach on parking or traffic lanes. 1.8 FLARES AND LIGHTS A. Use flares and lights during hours of low visibility to delineate traffic lanes and to guide traffic. 1.9 HAUL ROUTES A. Coordinate with the Owner and Engineer to establish public thoroughfares to be used for haul • routes and site access. B. Confine construction traffic to designated haul routes. C. Provide traffic control at critical areas of haul routes to regulate traffic, to minimize interference . with public traffic. 1.10 ROADWAY USAGE BETWEEN OPERATIONS A. At all times when work is not actually in progress, make open, passable, and maintain to traffic such portions of the Project and temporary roadways or portions thereof as may be agreed upon between Contractor and the Owner. 1.11 TRAFFIC SIGNS AND SIGNALS A. At approaches to site and on site, install at crossroads, detours, parking areas, and elsewhere as needed to direct construction and affected public traffic. 1. Contractor shall be responsible for allowing access and directing pedestrian traffic to library entrances. Contractor shall provide all-weather access to Library entrances and shall be responsible for ensuring they are cleared and maintained during course of the Work. B. Install and operate traffic control signals to direct and maintain orderly flow of traffic in areas under Contractor's control, and areas affected by Contractor's operations. C. Relocate as Work progresses, to maintain effective traffic control. • D. Protect all roadways by effective barricades on which are placed warning signs. Issue for Bidding: 01 55 26 - 2 Ditesco July 15, 2013 TECHNICAL SPECIFICATIONS POUDRE RIVER PUBLIC LIBRARY DISTRICT DIVISION 01 — GENERAL REQUIREMENTS LIBRARY WALK DIAGONAL & STAGE IMPROVEMENTS 01 55 26 TRAFFIC CONTROL 1.12 BARRICADES • A. Contractor shall completely enclose operations with barricades at all times when site is encumbered by open trenches, other excavations or other obstructions. B. Barricades shall be a minimum of six (6) feet high chain link fence weighted or adequately secured at the base as to prevent easy removal or relocation. C. Provide additional fencing as required to protect stored materials and products and to insure public safety. D. Contractor shall be responsible for depicting location of barricades. This shall be further required under Section 01 32 13 when submitting "Detailed Work Plans". E. Illuminate by means of warning lights all barricades and obstructions form sunset to sunrise. 1.13 BARRIERS A. Provide barriers to prevent unauthorized entry to construction areas and to protect existing facilities and adjacent properties from damage from construction operations and demolition. B. Provide suitable barriers as required for public protection. C. Protect non -owned vehicular traffic, stored materials, site and structures from damage. D. Install facilities of a neat and reasonable uniform appearance, structurally adequate for the required purposes. • E. Contractor shall be responsible for depicting location of barricades F. Illuminate by means of warning lights all barricades and obstructions form sunset to sunrise. G. Relocate barriers as required by progress of construction. H. Completely remove barriers, including foundations, when construction has progressed to the point that they are no longer needed. I.. Clean and repair damage caused by installation, fill and grade the areas of the site to required elevations and slopes and clean the area. 1.14 REMOVAL A. Remove equipment and devices when no longer required B. Repair damage caused by installation C. Remove post settings to a depth of 2 feet PART 2- PRODUCTS Not Used PART 3- EXECUTION • Issue for Bidding: 01 55 26 - 3 Ditesco July 16, 2013 0 0 TECHNICAL SPECIFICATIONS DIVISION 01 — GENERAL REQUIREMENTS 01 55 26 TRAFFIC CONTROL Not Used Issue for Bidding: July 15, 2013 POUDRE RIVER PUBLIC LIBRARY DISTRICT LIBRARY WALK DIAGONAL & STAGE IMPROVEMENTS A.>.z.»Ix0r1.ri 01 55 26 - 4 Ditesco • 19.0 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. 20.0 RETAINAGE. Provisions concerning retainage are set forth in the Agreement. 21.0 PURCHASING RESTRICTIONS. Purchasing restrictions: The Bidder's authorized signature of this Bid assures the Bidder's compliance with the City's purchasing restrictions. A copy of the resolutions is available for review in the Purchasing and Risk Management Division or the City Clerk's office. A. Cement Restrictions: City of Fort Collins Resolution 91-121 requires that suppliers and producers of cement or products containing cement to certify that the cement was not made in cement kilns that burn hazardous waste as a fuel. 22.0 COLLUSIVE OR SHAM BIDS. Any Bid deemed by.the City in its sole discretion to be a collusive or sham Bid will be rejected and reported to authorities as such. Your authorized signature of this Bid assures that such Bid is genuine and is not a collusive or sham Bid. • 23.0 BID RESULTS. For information regarding results for individual Bids send a self-addressed, self -stamped envelope and a Bid tally will be mailed to you. Bid results will be posted in the Purchasing office seven (7) days after the Bid Opening. END OF SECTION E TECHNICAL SPECIFICATIONS POUDRE RIVER PUBLIC LIBRARY DISTRICT DIVISION 01 - LIBRARY WALK DIAGONAL & STAGE IMPROVEMENTS 01 56 39 TEMPORARY TREE AND PLANT PROTECTION • SECTION 01 56 39 - TEMPORARY TREE AND PLANT PROTECTION PART 1 - GENERAL 1.1 SUMMARY A. This Section includes the protection and trimming of existing trees that interfere with, or are affected by, execution of the Work, whether temporary or permanent construction. 1.2 SUBMITTALS A. Product Data: For each type of product indicated. B. Tree Pruning Schedule: Written schedule from arborist detailing scope and extent of pruning of trees to remain that interfere with or are affected by construction. C. Certification: From arborist, certifying that trees indicated to remain have been protected during construction according to recognized standards and that trees were promptly and properly treated and repaired when damaged. D. Maintenance. Recommendations: From arborist, for care and protection of trees affected by construction during and after completing the Work. 1.3 QUALITY ASSURANCE A. Arborist Qualifications: An arborist certified by ISA or licensed in the jurisdiction where Project is located. B. Tree Pruning Standard: Comply with ANSI A300 (Part 1), "Tree, Shrub, and Other Woody Plant Maintenance --Standard Practices (Pruning)." C. Pre -installation Conference: Before tree protection and trimming operations begin, meet with representatives of authorities having jurisdiction, Owner, Landscape Architect, consultants, and other concerned entities to review tree protection and trimming procedures and responsibilities. D. Trees to be preserved on the site are an asset to the Library. The Contractor will be fined $250 per caliper inch for damage to trees as a result of not complying with this specification. PART 2-PRODUCTS 2.1 MATERIALS A. Plywood: 3/4" thick. B. Concrete Blankets C. Snow Fencing • Issue for Bidding: 01 6639 -1 Ripley Design July 15, 2013 TECHNICAL SPECIFICATIONS POUDRE RIVER PUBLIC LIBRARY DISTRICT DIVISION 01 - LIBRARY WALK DIAGONAL & STAGE IMPROVEMENTS 01 56 39 TEMPORARY TREE AND PLANT PROTECTION D. Steel T-Post PART 3 - EXECUTION 3.1 PREPARATION A. See Drawings: sheet G1, General Notes B. Temporary Protection: Install concrete blankets around tree trunks to protect remaining trees and vegetation from construction damage. Secure and maintain temporary protection until construction is complete. C. Protect tree root systems from damage caused by runoff or spillage of noxious materials while mixing, placing, or storing construction materials. Protect root systems from ponding, eroding, or excessive wetting caused by dewatering operations. D. Do not store construction materials, debris, or excavated material inside tree protection zones. Do not permit vehicles or foot traffic within tree protection zones; prevent soil compaction over root systems. E. For construction access place %" plywood over existing turf, within a drip line of trees, and where necessary for access. • 3.2 EXCAVATION A. Do not excavate within tree protection zones, unless otherwise indicated on grading and landscape plans. 1. Where excavation is required per plans, hand dig around roots only or use air spade. 2. Excavation cut only at walk and wall locations. Surface cultivated for planting areas with hand tools only to a maximum depth of 4"; additional depth for individual plants is allowed, but make adjustments to plant locations to avoid excess damage to existing tree roots. 3. Root Pruning: Only roots smaller than '/z' are allowed to be cut and only where new walk or wall installations dictate. Cut roots with sharp pruning instruments; do not break or chop. Any removal of roots larger than %" need to be at the direction of the City Arborist. Make adjustments to plant installations to minimize damage to existing roots. See also general notes sheet in construction plans. 4. Minor Fill: Where existing grade is 6 inches or less below elevation of finish grade, fill with topsoil. Place topsoil in a single uncompacted layer and hand grade to required finish elevations. 3.3 TREE PRUNING A. Contact City Arborist prior to any tree pruning. B. Prune trees to remain that are affected by temporary and permanent construction. C. Prune trees to remain to compensate for root loss caused by damaging or cutting root system. . Provide subsequent maintenance during Contract period as recommended by arborist. Issue for Bidding: 01 5639 - 2 Ripley Design July 15, 2013 TECHNICAL SPECIFICATIONS POUDRE RIVER PUBLIC LIBRARY DISTRICT DIVISION 01 - LIBRARY WALK DIAGONAL & STAGE IMPROVEMENTS 01 56 39 TEMPORARY TREE AND PLANT PROTECTION D. Pruning Standards: Prune trees according to ANSI A300 (Part 1). E. Cut branches with sharp pruning instruments; do not break or chop. F. Chip removed tree branches and dispose of off -site. 3.4 TREE REPAIR AND REPLACEMENT A. If the existing tree(s) are damaged during construction, contact the City Arborist immediately. Consult with the City Arborist for remedy solutions prior to any action. B. Promptly repair trees damaged by construction operations within 24 hours or as instructed by the City Arborist. Treat damaged trunks, limbs, and roots according to arborist's written instructions. C. Remove and replace trees indicated to remain that die or are damaged during construction operations that arborist determines are incapable of restoring to normal growth pattern. Contractor is responsible for all remedy costs for damage to existing landscape not noted to be removed. 3.5 DISPOSAL OF WASTE MATERIALS A. Burning is not permitted. B. Disposal: Remove excess excavated material and displaced trees from Owner's property. END OF SECTION 01 56 39 Issue for Bidding: 01 5639 - 3 Ripley Design July 15, 2013 • • • TECHNICAL SPECIFICATIONS POUDRE RIVER PUBLIC LIBRARY DISTRICT DIVISION 01 — GENERAL REQUIREMENTS LIBRARY WALK DIAGONAL & STAGE IMPROVEMENTS 01 57 13 TEMPORARY EROSION AND SEDIMENT CONTROL SECTION 01 57 13 —TEMPORARY EROSION AND SEDIMENT CONTROL PART 1- GENERAL 1.1 SECTION INCLUDES A. Furnish, install, and maintain erosion and sedimentation control materials and procedures. Remove upon completion of work. B. Design an erosion and sediment control plan in accordance with specified standards. Monitor compliance as required by applicable standards 1.2 GENERAL REQUIREMENTS A. Contractor shall submit an erosion and sediment control plan in accordance with Section 01 33 00. 1.3 EROSION AND SEDIMENT CONTROL A. Erosion and Sediment Control Plan: Prior to the start of work, the Contractor shall submit a Storm Water Management Plan (SWMP). The SWMP plan shall contain the following required information: 1. Name of Contractor's personnel responsible for managing the SWMP plan. 2. Analysis of the erosion and sediment controls needed for the Project, including extent of controls, appropriate methods and construction phasing or sequencing of work. • B. The SWMP shall be designed in conformance with the U. S. Environmental Protection Agency (EPA) Document No. EPA 832/R-92-005 (latest version), Storm Water Management for Construction Activities, Chapter 3, or local erosion and sedimentation control standards and codes, whichever is more stringent. The plan shall meet the following objectives: 1. Prevent loss of soil during deconstruction by stormwater runoff and/or wind erosion, including protecting topsoil by stockpiling for reuse. 2. Prevent sedimentation of storm sewer or receiving streams. 3. Prevent polluting the air with dust and particulate matter. C: The SWMP should include the following information: 1. Statement of erosion control and stormwater control objectives. 2. Comparison of post -development stormwater runoff conditions with pre -development conditions. 3. Description of all temporary and permanent erosion control and stormwater control measures implemented on the project site. 4. Description of the type and frequency of maintenance activities required for the chosen erosion control methods. D. Contractor shall submit copies of the SWMP for review by the Engineer. Contractor shall make requested revisions and complete the approved SWMP. E. Install sediment control/silt fencing at site perimeter where necessary to prevent erosion and sedimentation from occurring off site. F. During and after site grading, maintain a roughened surface on all disturbed areas to minimize erosion potential. G. Construct temporary drainage swales with staked straw bale barriers to control drainage patterns and minimize erosion. Issue for Bidding: 01 57 13 - 1 Ditesco July 15, 2013 TECHNICAL SPECIFICATIONS POUDRE RIVER PUBLIC LIBRARY DISTRICT DIVISION 01 — GENERAL REQUIREMENTS LIBRARY WALK DIAGONAL & STAGE IMPROVEMENTS 01 57 13 TEMPORARY EROSION AND SEDIMENT CONTROL H. Provide gravel & wire or staked hay bale sediment traps at culvert inlets to prevent siltation. 1.4 EROSION AND SEDIMENT CONTROL IMPLEMENTATION A. Distribution: Contractor shall distribute copies of the approved SWMP to the Superintendent, each affected Subcontractor, Owner, and Engineer. One copy shall be posted at the jobsite at all times. B. Instruction: Contractor shall provide onsite instruction of appropriate erosion and sediment control measures to be implemented and maintained at appropriate stages of the work. C. Erosion and Sediment Control Plan Compliance: Contractor shall implement, maintain and monitor compliance with the approved SWMP. 1. Protect areas prone to erosion from construction activities and implement a soil stabilization plan in susceptible areas D. Conditions in the field may warrant erosion control measures in addition to what is specified herein. The Contractor shall implement whatever measures are determined necessary, as directed by the Owner or Engineer. 1.5 DUST CONTROL A. Furnish and maintain such facilities or procedures as may be necessary to prevent air -borne dust generated by the construction activities of this project from affecting either the Owner's use of this site or neighboring properties. Damage to adjacent properties through Contractor's neglect of preventing air borne dust shall be paid for by the Contractor. B. Maintain damp jobsite at all times during demolition/deconstruction. 1.6 PROGRESS CLEANING A. Maintain areas free of waste materials, debris, and rubbish. Maintain site in a clean and orderly condition. B. Remove debris and rubbish from remote spaces prior to enclosing the space. C. Remove waste materials, debris, and rubbish from site not less than weekly and dispose off -site in accordance with local and state regulations 1.7 PROTECTION OF TREES A. Contractor shall take whatever means necessary to protect existing trees. Do not remove trees under any circumstances. Hand excavate inside of, and within 10' outside diameter of root zone. Do not cut tree roots. Reference Section 01 56 39. B. Protect tree branches and structures from damage. Erect temporary tree enclosures (fence) as necessary to limit equipment contact with branches or trunks. PART 2- PRODUCTS 2.1 MATERIALS A. Erosion and Sediment Control Materials: Refer to specific silt fence and other required materials. 0 Issue for Bidding: 01 57 13 - 2 Ditesco July 15, 2013 TECHNICAL SPECIFICATIONS POUDRE RIVER PUBLIC LIBRARY DISTRICT DIVISION 01 — GENERAL REQUIREMENTS LIBRARY WALK DIAGONAL & STAGE IMPROVEMENTS 01 57 13 TEMPORARY EROSION AND SEDIMENT CONTROL • B. Straw Bales: Not allowed. C. Wattles: 8" diameter machine -produced tube filled with compacted rice straw in seamless flexible netting material, creating a densely filled fiber log D. Bedding material used shall be equivalent to Colorado Department of Transportation Class A filter material. PART 3- EXECUTION 3.1 PREPARATION A. No earth -disturbing activity outside the limits designated on the plans is permitted. B. All required perimeter silt and construction fencing shall be installed prior to any land disturbing activity (stockpiling, stripping, grading, etc.). All other required erosion control measures shall be installed at the appropriate time in the deconstruction sequence as indicated in the approved SWMP, deconstruction drawings and erosion control report. At all times during construction, the Contractor shall be responsible for preventing and controlling onsite erosion including keeping the property sufficiently watered so as to minimize windblown sediment. The Contractor shall also be responsible for installing and maintaining all erosion control and mitigation facilities D. Pre -disturbance vegetation shall be protected and retained wherever possible. Removal or disturbance of existing vegetation shall be limited to the areas required for immediate deconstruction/demolition operations, and for the shortest practical period of time 3.2 EXECUTION A. All soils exposed during land disturbing activity (stripping, grading, utility installations, stockpiling, filling, etc.) shall be kept in a roughened condition by ripping or disking along land contours until mulch, vegetation or other permanent erosion control best management practices are installed. B. In order to minimize erosion potential, all temporary (structural) erosion control measures shall 1. Be inspected at a minimum of once after each significant storm event and repaired or reconstructed as necessary in order to ensure the continued performance of their intended function. 2. Remain in place until such time as all the surrounding disturbed areas are sufficiently stabilized as determined by the Owner and Engineer. 3. Be removed after the site has been sufficiently stabilized as determined by the Owner and Engineer. C. No soil stockpile shall exceed 10' in height. All soil stockpiles shall be protected from sediment transport by surface roughening, watering and perimeter silt fencing. Any soil stockpile remaining after 30 days shall be seeded and mulched. D. Silt Fence: Set stakes, construct 4" wide x 4" deep trench upslope of stakes, install fabric to bottom of trench, backfill and compact excavated trench. E. Wattle Sediment Barrier: Wattle sediment barriers will be installed after the initial grading of the site (in swales) and after the installation of storm pipes and inlets. Install wattles with ends tightly abutted. Stake each wattle into the ground with two (2) wooden stakes. Issue for Bidding: 01 57 13 - 3 Ditesco July 15, 2013 TECHNICAL SPECIFICATIONS POUDRE RIVER PUBLIC LIBRARY DISTRICT DIVISION 01 — GENERAL REQUIREMENTS LIBRARY WALK DIAGONAL & STAGE IMPROVEMENTS 01 57 13 TEMPORARY EROSION AND SEDIMENT CONTROL END OF SECTION Issue for Bidding: 01 57 13 - 4 Ditesco July 15, 2013 • 0 0 9 0 TECHNICAL SPECIFICATIONS DIVISION 02 — EXISTING CONDITIONS 02 41 00 DEMOLITION PART 1 -GENERAL 1.1 WORK INCLUDED POUDRE RIVER PUBLIC LIBRARY DISTRICT LIBRARY WALK DIAGONAL & STAGE IMPROVEMENTS SECTION 02 41 00 — DEMOLITION A. Furnish equipment and labor to dismantle/demolish and remove materials, equipment, fixtures, accessories and systems, including related utilities, to the existing Old Town Library diagonal walk and stage. Demolition includes but is not limited to: 1. Demolition of entire concrete flatwork, curb, and wall as indicated on the contract documents. 2. Demolition/relocation of existing trees as per the contract documents. 1.2 RELATED SECTIONS A. Section 01 11 00 — Summary of Work B. Section 31 10 00 —Site Clearing 1.3 REGULATORY REQUIREMENTS A. Contractor shall take all necessary care in demolition and/or any reconstruction on this project so as not to damage or destroy the building or any features to remain on the site. B. Provide, erect and maintain barricades, lighting and guardrails as required by applicable regulatory requirements to protect construction workers and occupants of property. C. Provide a safe -zone perimeter, including signs, fencing, and periodic patrol to protect both vehicular and pedestrian traffic around the project. D. Working hours — reference Section 01 32 13 and 01 11 00 E. Noise pollution — The Contractor shall limit noise during designated working hours to less than 80dB. Any variance from this specification shall be preapproved by the Owner and Engineer. 1.4 ACCESS TO BUILDING AND SITE A. Plan, schedule and conduct selective demolition work in a manner that will allow constant Owner business activities and normal operations in buildings. B. Owner will occupy potions of building immediately adjacent to selective demolition area. Conduct selective demolition so Owner's operations will not be disrupted. PART 2- PRODUCTS 2.1 DEMOLITION A. General: Furnish labor, equipment and materials as required to complete demolition as described in this document. B. Contractor shall recycle demolished concrete and asphalt, as available, to the greatest extent possible. PART 3- EXECUTION Issue for Bidding: July 16, 2013 024100.1 Ditesco TECHNICAL SPECIFICATIONS POUDRE RIVER PUBLIC LIBRARY DISTRICT DIVISION 02 — EXISTING CONDITIONS LIBRARY WALK DIAGONAL & STAGE IMPROVEMENTS 02 41 00 DEMOLITION 3.1 PREPARATION A. General: Coordinate and execute demolition work in an orderly, neat and timely manner. B. Ensure that all utilities and services to remain in use have been adequately marked and protected and will be maintained during the course of this work. C. Provide adequate dust protection to prevent transmission of particulates from entering air handling equipment in adjoining buildings. The use of water may be required to keep air born particulates from leaving the specific site area. Cover and protect equipment and fixtures that cannot be removed from the general area of demolition work. D. Site Access and Temporary Controls: Conduct selective demolition and debris -removal operations to ensure minimum interference with roads, streets, walks, and walkways. E. Temporary Facilities: Provide temporary barricades and other protection required to prevent injury to people and damage to facilities to remain. 1. Provide protection to ensure safe passage of people around selective demolition area and from occupied portions of building. 2. Provide temporary weather protection, during interval between selective demolition of existing construction on exterior surfaces and new construction, to prevent water leakage and damage. F. Ensure that fumes from equipment or construction operations do not enter adjacent buildings. G. Sod Protection 1. Contractor shall place minimum 4'x8'x3/4" plywood over existing sod prior to placement of materials/moving of equipment over sod. 2. If sod damage occurs, Contractor shall replace sod and return site to existing conditions. 3.2 SELECTIVE DEMOLITION A. Demolish and remove existing construction only to the extent required by new construction and as indicated. Perform selective demolition work in a systematic, orderly and careful manner. B. General Contractor shall be responsible for removing and separating all materials for disposal and recycle. C. Dispose of demolished items and materials promptly. 3.3 SELECTIVE DEMOLITION PROCEDURES FOR SPECIFIC MATERIALS A. Concrete: Demolish in sections. Cut concrete full depth at junctures with construction to remain and at regular intervals, using power -driven saw, then remove concrete between saw cuts. 3.4 DISPOSAL OF DEMOLISHED MATERIALS A. Promptly remove debris, rubbish and other materials resulting from demolition operations from the building site. 1. Do not allow stockpiling of materials on -site. 2. Remove and transport debris in a manner that will prevent spillage on adjacent surfaces and areas. 3. Do not burn demolished materials. B. Keep general construction site area reasonably clean, to the satisfaction of the Owner. Issue for Bidding: 0241 00 - 2 Ditesco 0 0 July 15, 2013 TECHNICAL SPECIFICATIONS POUDRE RIVER PUBLIC LIBRARY DISTRICT DIVISION 02 — EXISTING CONDITIONS LIBRARY WALK DIAGONAL & STAGE IMPROVEMENTS 02 41 00 DEMOLITION • C. Transport and dispose of materials offsite in a legal manner. D. Recycling of Construction Waste: Contractor shall endeavor to recycle as much construction debris and waste materials as practicable. • E END OF SECTION Issue for Bidding: 0241 00 - 3 Ditesco July 15, 2013 SECTION 00300 BID FORM a 40 9 TECHNICAL SPECIFICATIONS POUDRE RIVER PUBLIC LIBRARY DISTRICT DIVISION 03—CONCRETE LIBRARY WALK DIAGONAL & STAGE IMPROVEMENTS 03 00 00 CONCRETE 0 SECTION 03 00 00 - CONCRETE PART 1-GENERAL 1.1 SECTION INCLUDES A. Performance tolerances B. Quality assurance C. Delivery, storage, and handling D. Forms E. Reinforcing steel F. Cast -in -Place -Concrete G. Fabrication H. Concrete accessories 1.2 RELATED SECTIONS A. None • 1.3 REFERENCES A. ACI 214—Recommended Practice for Evaluating Compression Test Results of Field Concrete B. ACI 301—Structural Concrete for Buildings C. ACI 302—Recommended Practice for Concrete Floor and Slab Construction D. ACI 304—Recommended Practice for Measuring, Mixing, Transporting and Placing Concrete E. ACI 305/305R—Hot Weather Concreting F. ACI 306/306R—Cold Weather Concreting G. ACI 308—Standard Practice for Curing Concrete H. ACI 309—Standard Practice for Consolidation of Concrete I. ACI 315—Manual of Standard Practice for Detailing Reinforced Concrete Structures J. ACI 318—Building Code Requirements for Reinforced Concrete K. ACI 347—Recommended Practice for Concrete Formwork L. ACI SP-66—American Concrete Institute —Detailing Manual i Issue for Bidding: 03 00 00 -1 Ditesco July 15, 2013 TECHNICAL SPECIFICATIONS POUDRE RIVER PUBLIC LIBRARY DISTRICT DIVISION 03 — CONCRETE LIBRARY WALK DIAGONAL & STAGE IMPROVEMENTS 03 00 00 CONCRETE M. ASTM A82—Cold Drawn Steel Wire for Concrete Reinforcement N. ASTM A185—Welded Steel Wire Fabric for Concrete Reinforcement O. ASTM A497—Welded Deformed Steel Wire Fabric for Concrete Reinforcement P. ASTM A615—Deformed and Plain Billet Steel Bars for Concrete Reinforcement Q. ASTM C31—Making and Curing Concrete Test Specimens in the Field R. ASTM C33—Concrete Aggregates S. ASTM C39—Test Method for Compressive Strength of Cylindrical Concrete Specimens T. ASTM C94—Ready-Mixed Concrete U. ASTM C143—Test Method for Slump of Hydraulic Cement Concrete V. ASTM C 1 50—Standard Specification for Portland Cement W. ASTM C171—Sheet Materials for Curing Concrete X. ASTM C260—Air Entraining Admixtures for Concrete Y. ASTM C309—Liquid Membrane -Forming Compounds for Curing Concrete • Z. ASTM C494—Chemical Admixtures for Concrete AA. ASTM C618—Fly Ash and Raw or Calcinated Natural Pozzolan for Use as a Mineral Admixture in Portland Cement Concrete BB. ASTM D994—Preformed Expansion Joint Filler for Concrete (Bituminous Type) CC. ASTM D1190—Concrete Joint Sealer, Hot -Poured Elastic Type DD. ASTM D1 751 —Preformed Expansion Joint Fillers for Concrete Paving and Structural Construction (Non -extruding and Resilient Bituminous Types) EE. ASTM D1752—Preformed Sponge Rubber and Cork Expansion Joint Fillers for Concrete Paving and Structural Construction FF. ASTM D2103—Polyethylene Film and Sheeting GG. CRSI—Concrete Reinforcing Steel Institute —Manual of Practice HH. CRSI 63—Recommended Practice for Placing Reinforcing Bars II. CRSI 65—Recommended Practice for Placing Bar Supports, Specifications and Nomenclature JJ. PS 1—Construction and Industrial Plywood 1.4 PERFORMANCE TOLERANCES Issue for Bidding: 03 00 00 - 2 Ditesco July 15, 2013 TECHNICAL SPECIFICATIONS POUDRE RIVER PUBLIC LIBRARY DISTRICT DIVISION 03 — CONCRETE LIBRARY WALK DIAGONAL & STAGE IMPROVEMENTS 03 00 00 CONCRETE • A. Conform to ACI 301 and ACI 347, as modified herein. In case of conflict, ACI 347 governs over ACI 301 1.5 SUBMITTALS A. Submit under provisions of Section 01 33 00 B. Shop Drawings: Reinforcing bar lists, fabrication and placement drawings 1. Indicated bar sizes, spacing, locations, and quantities of reinforcing steel bending and cutting schedules 2. Indicate pertinent dimensions, materials, bracing, and arrangement of joints and ties C. Concrete mock up: Contractor to provide mock up for concrete Symbols 1, 2, and 3. 1. Mock up shall be 1O'x1O' in size and incorporate all concrete types and finishes. 2. The mock up samples must be transported to the site and stored on site during the course of the work. 3. Mock up shall exactly match Library Streetscape Concrete Paving. D. Product Data: Provide sufficient information on products specified to verify compliance with specifications. 1. Provide detailed information on concrete retarder as specified in the contract documents. 2. CHI 027 Retarder for Surface Treatment, Dayton Superior Top Cast Surface Retarder, or approved equal 3. Surface sealer; curing agent Test Reports: • 1. Submit reports of tentative concrete mix design and testing including: a. Slump range on which the design is based b. Total gallons of water per cubic yard C. Brand, type, composition, and quantity of cement with manufacturer and plant location identified d. Brand, type, composition and quantity of fly ash e. Specific gravity and gradation of each aggregate f. Ratio of fine to total aggregates g. Surface -dry weight of each aggregate per cubic yard h. Brand, type ASTM designation, active chemical ingredients and quantity of each admixture i. Air content and tolerance j. Water/cementitious material ratio and tolerance k. Compressive strength based at 7 and 28-day compression tests I. Time of initial set 2. Submit reports of field quality control testing. 3. Submit suppliers certified fly ash test reports for each shipment delivered to concrete supplier: a. Physical and chemical characteristics b. Certification of compliance with the specifications C. Signed by Contractor and concrete supplier 4. Existing data on proposed design mixes are acceptable if certified and complete. 1.6 QUALITY ASSURANCE A. Perform work in accordance with ACI 301. B. Acquire cement and aggregate from same source for all work. Issue for Bidding: 03 00 00 - 3 Ditesco July 15, 2013 TECHNICAL SPECIFICATIONS POUDRE RIVER PUBLIC LIBRARY DISTRICT DIVISION 03 — CONCRETE LIBRARY WALK DIAGONAL & STAGE IMPROVEMENTS 03 00 00 CONCRETE 1.7 DELIVERY, STORAGE, AND HANDLING A. Materials handling and batching shall conform to applicable provisions of ASTM C94 B. Reinforcing steel: Store on supports which will keep it from contact with the ground and cover to prevent unacceptable surface corrosion and contamination. C. Rubber and plastic materials: Store in a cool place, do not expose to direct sunlight. D. Truck operator shall hand ticket to on -site field representative at the time of delivery with ticket to show: 1. Mix Design Number 2. Quantity delivered 3. Actual quantity of each material in batch 4. Outdoor temp in the shade 5. Time at which cement was added 6. Numerical sequence of the delivery 7. Quantity of water that can be added in the field based on mix design 8. Free moisture in fine and coarse aggregate in percent by weight 9. Temperature of batch 10. Contractor to provide drum revolution count at time of concrete delivery (minimum revolutions — 70; maximum revolutions 150) E. Extra Water: A. Deliver concrete to site in exact quantities required by design mix. B. Should extra water be required for workability before depositing concrete, and the water/cement ratio of accepted mix design will not be exceeded, the General Contractor's superintendent shall have the sole authority to authorize addition of water. Additional water shall not exceed 1 gal/cu. yd. Any additional water added to mix after leaving batch plant shall be indicated on truck ticket and signed by person responsible. C. Where extra water is added to concrete it shall be mixed thoroughly for 30 revolutions of drum before depositing. D. Water may be added at the site only once for each batch. E. A full set of tests shall be performed after addition of water. Excessive slump or other out of range tests will be cause for rejection. F. Environmental Requirements: 1. Cold Weather Placement: a. When for three successive days prior to concrete placement the average daily outdoor temperature drops below 40' F or when the average outdoor temperature is expected to drop below 400 F on the day of concrete placement, preparation, protection and curing of concrete shall comply with ACI 306R. b. Minimum temperature of concrete upon delivery shall conform to ACI 301 Table 7.6.1.1. Concrete at time of placement shall conform to minimum values of ACI 306R Table 1.4.1, and shall not exceed minimum values by more than 20- F. C. Subject to acceptance of Owner an accelerating admixture may be used. Admixtures shall meet requirements of Part 2. Calcium Chloride and other chloride -type accelerating admixtures will not be allowed. d. Comply with concrete protection temperature requirements of ACI 306R. Record concrete temperatures during specified protection period at intervals not to exceed 16 hours and no less than twice during any 24 hour period. 2. Hot Weather Placement: Issue for Bidding: 03 00 00 - 4 Ditesco July 15, 2013 TECHNICAL SPECIFICATIONS DIVISION 03 — CONCRETE 03 00 00 CONCRETE POUDRE RIVER PUBLIC LIBRARY DISTRICT LIBRARY WALK DIAGONAL & STAGE IMPROVEMENTS a. When depositing concrete in hot weather, follow recommendations of ACI 305R. b. Temperature of concrete at time of placement shall not exceed 85' F. C. When air temperatures on day of placement are expected to exceed 900 F, mix ingredients shall be cooled before mixing. Flake ice or well -crushed ice of a size that will melt completely during mixing may be substituted for all or part of mix water. d. Retarding admixture may be used subject to acceptance of Owner. Admixtures shall meet requirements of Part 2. e. Protect to prevent rapid drying. Start finishing and curing as soon as possible. G. Protect newly finished slabs from rain damage. Protect finished slabs from mortar leakage from pouring of concrete above. Protect newly finished slabs from freezing. Cover masonry walls, glazing, and other finish materials with polyethylene or otherwise protect from damage due to pouring of concrete. PART 2- PRODUCTS 2.1 FORMS A. Prefabricated: The Burke Company "Burke Forming System," Simplex "Industrial Steel Frame Forms", Symons "Steel -Ply', Universal "Uniform", or equal B. Plywood: PS 1, waterproof resin -bonded, exterior type Douglas Fir; face adjacent to concrete . Grade B or better C. Fiberboard: FS LL-B-810, Type IX, tempered, waterproof, screen back, concrete form hardboard D. Lumber: Straight, uniform width and thickness: and free from knots, offsets, holes, dents, and other surface defects E. Chamfer strips: Clear, white pine, surface against concrete planed F. Form coating: The Burke Company "Burke Release #1," Industrial lubricants "Nox-Crete Form Coating", L & M "Debond", Protex "Pro -Cote", Richmond "Rich Cote", or equal G. Form ties: Removable end, permanently embedded body types with waterstops not requiring auxiliary spreaders, with cones on both ends, embedded portion 1 inch minimum back from concrete face. If not provided with threaded ends, constructed for breaking off ends without damage to concrete. The Burke Company "Burke Penta-Tie System" or equal 2.2 REINFORCING STEEL A. Bars: ASTM A615, Grade 60 B. Welded wire fabric: ASTM A185 or A497 C. Bar supports: PS 7; CRSI Class B or E, fabricated from galvanized wire having PVC coated legs D. Tie wire: 16 1/2 gage or heavier, black annealed wire 2.3 CONCRETE A. Cement: ASTM C150, Type I/II Issue for Bidding: 03 00 00 - 5 Ditesco July 15, 2013 0 • 0 0 TECHNICAL SPECIFICATIONS DIVISION 03 — CONCRETE 03 00 00 CONCRETE POUDRE RIVER PUBLIC LIBRARY DISTRICT LIBRARY WALK DIAGONAL & STAGE IMPROVEMENTS Fly ash: ASTM C618, Class C or Class F, except loss on ignition not more than 5 percent C. Fine aggregate: Clean, natural sand, ASTM C33; no manufactured or artificial sand D. Coarse aggregate: Crushed rock, natural gravel, or other inert granular material, ASTM C33 except clay and shale particles no more than 1 percent. Free of all materials deleteriously reactive with alkalies in the cement in an amount to cause excessive expansion of concrete. E. Water: Clean and free from injurious amounts of oils, acids, alkalis, salts, organic materials, or other substances that maybe deleterious to concrete or steel. Provide mixing water free from deleterious amounts of chloride ion for prestressed concrete or for concrete which will contain aluminum embedments including that portion of the mixing water contributed in the form of free moisture on the aggregates. Admixtures: 1. Acceleration: High range water reducer 2. Plasticizer: ASTM C494, Type A; Grace "WRD A-HC," "Sika Chemical "Plastocrete", or equal 3. Air entraining agent: ASTM C260; Grace "Darex AEA", Master Builders "MB-VR", Protex "AES", Sika Chemical "AEK", or equal 2.4 MIXES A. Design concrete mix within the limits specified. B. Comply with ASTM C94 • C. 3/4" Aggregate Mix Design Ito be used for Concrete Plan Symbol 3) 1. Cement Content: a. Minimum Portland cement 600 Ibs per cu yd of concrete. b. Contractor may substitute fly ash for up to 15 percent of cement at a ratio of the specific gravity of cement divided by specific gravity of fly ash. 2. Water/Cementitious Material (Cement and Fly Ash) Ratio: Less than or equal to 0.45 3. Slump: 5 inch maximum a. As low as possible consistent with proper handling and thorough compaction. 4. Volume Ratio of Fine to Total Aggregates: Coarse Aggregate Size Minimum Ratio Maximum Ratio 1 /2" 0.40 0.55 3/4" 0.35 0.50 1" 0.30 0.46 5. Initial Set: 5-1/2 hrs after water and cement are added to the aggregates as determined by ASTM. C403: a. Adjust retarder or accelerator quantities to compensate for temp and job condition variations. 6. Volumetric Air Content: a. Maximum 5 percent ± 1 percent after placement b. Vary air content with maximum aggregate, ASTM C94, Table 3. 7. Admixtures: Content, batching method, and time of introduction in accordance with the manufacturer's recommendations for compliance with this specification. a. Include a water reducing admixture. b. Calcium chloride content shall not exceed 0.05 percent of the cement content by weight. Issue for Bidding: 03 00 00 - 6 Ditesco July 15, 2013 TECHNICAL SPECIFICATIONS POUDRE RIVER PUBLIC LIBRARY DISTRICT DIVISION 03—CONCRETE LIBRARY WALK DIAGONAL & STAGE IMPROVEMENTS 03 00 00 CONCRETE - 8. Strength: Compressive strength as determined by ASTM C39 Age Minimum Strength 7 days 3,000 psi 28 days 4,500 psi 9. Consistency: Uniform slump, suitable for the placement conditions with aggregate floating uniformly throughout the concrete mass, flowing sluggishly when vibrated or spaded. 10. Integrated Color: Davis Color, "Mocha", 1 lb #6058 11. Adjust mix as required to meet specifications. D. 3/8" Aggregate Mix Design (to be used for Concrete Plan Symbol 2) 1. Cement Content: a. Minimum Portland cement 600 Ibs per cu yd of concrete. b. Contractor may substitute fly ash for up to 15 percent of cement at a ratio of the specific gravity of cement divided by specific gravity of fly ash. 2. Water/Cementitious Material (Cement and Fly Ash) Ratio: Less than or equal to 0.48 3. Slump: 5 inch maximum a. As low as possible consistent with proper handling and thorough compaction. 4. Initial Set: 5-1/2 hrs after water and cement are added to the aggregates as determined by ASTM C403: a. Adjust retarder or accelerator quantities to compensate for temp and job condition variations. 5. Volumetric Air Content: a. Maximum 5 percent ± 1 percent after placement b. Vary air content with maximum aggregate, ASTM C94, Table 3. . 6. Admixtures: Content, batching method, and time of introduction in accordance with the manufacturer's recommendations for compliance with this specification. a. Include a water reducing admixture. b. Calcium chloride content shall not exceed 0.05 percent of the cement content by weight. 7. Strength: Compressive strength as determined by ASTM C109 Age Minimum Strength 7 days 3,000 psi 28 days 4,500 psi 8. Consistency: Uniform slump, suitable for the placement conditions with aggregate floating uniformly throughout the concrete mass, flowing sluggishly when vibrated or spaded. 9. Integrated Color: Davis Color, "San Diego Buff", 1.5 Ibs #5237 10. Adjust mix as required to meet specifications. E. #4- Sand Mix Design (to be used for Concrete Plan Symbol 1) 1. Cement Content per cu yard of mix: a. Minimum Portland cement 700 Ibs per cu yd of concrete. b. Contractor shall use fly ash for up to 40% percent of cement at a ratio of the specific gravity of cement divided by specific gravity of fly ash where possible. 2. Water/Cementitious Material (Cement and Fly Ash) Ratio: Less than or equal to 0.50. 3. Slump: 5 inch maximum a. As low as possible consistent with proper handling and thorough compaction. 4. Volume Ratio of Fine to Total Aggregates: Issue for Bidding: 03 00 00 - 7 Ditesco July 15, 2013 TECHNICAL SPECIFICATIONS POUDRE RIVER PUBLIC LIBRARY DISTRICT DIVISION 03 — CONCRETE LIBRARY WALK DIAGONAL & STAGE IMPROVEMENTS 03 00 00 CONCRETE s Coarse Aggregate Size Quantity in Mix Design Sand 70% of Total Mix Pea Gravel 30% of Total Mix 5. Initial Set: 5-1/2 hrs after water and cement are added to the aggregates as determined by ASTM C403: a. Adjust retarder or accelerator quantities to compensate for temp and job condition variations. 6. Volumetric Air Content: a. Maximum 3 percent + 1 percent after placement b. Vary air content with maximum aggregate, ASTM C94, Table 3. 7. Admixtures: Content, batching method, and time of introduction in accordance with the manufacturer's recommendations for compliance with this specification. a. Include a water reducing admixture. b. Calcium chloride content shall not be used in this concrete mix. C. Shrinkage Reducing Admixtures shall not exceed 2 percent by weight of cement. 8. Strength: Compressive strength as determined by ASTM C109 Age Minimum Strength 7 days 3,000 psi 28 days 4,500 psi 9. Consistency: Uniform slump, suitable for the placement conditions with aggregate floating uniformly throughout the concrete mass, flowing sluggishly when vibrated or spaded. 10. Adjust mix as required to meet specifications. 2.5 FABRICATION A. Reinforcing Steel: Accurately formed, fabricated in accordance with ACI 315 and 318 except as specified or indicated on drawings, free from rust, scale and contaminants which will reduce bond. 6 SOURCE QUALITY CONTROL A. Test the proposed concrete mix for each size and gradation of aggregates and each consistency intended for use in the project. B. Aggregates: 1. Sample and test according to ASTM C33 2. Determine bulk specific gravity in accordance with ASTM C127 and C128 C. Compression tests: 1. Prepare 2 sets of compression test cylinders from each proposed concrete mix, 4 cylinders per set 2. Test 1 set of 4 cylinders at 7 days, the other set at 28 days 3. Make, cure and store in accordance with ASTM C192 4. Test in accordance with ASTM C39 D. Slump test: ASTM C143 E. Total air content: ASTM C231 0 F. Fly Ash: Supplier's chemical composition and physical analysis test Issue for Bidding: 03 00 00 - 8 Ditesco July 16, 2013 TECHNICAL SPECIFICATIONS DIVISION 03 — CONCRETE 03 00 00 CONCRETE POUDRE RIVER PUBLIC LIBRARY DISTRICT LIBRARY WALK DIAGONAL & STAGE IMPROVEMENTS G. Initial set test: 1. In accordance with ASTM C403 2. Test at 70 F and 90 F ambient 3. Test at 70 F on mix including specific plasticizing and entraining admixtures 4. Test at 90 F on mix including specified retarding and air entraining admixtures 5. Fly ash: Supplier's chemical composition and physical analysis test PART 3- EXECUTION 3.1 EXAMINATION A. Verify site conditions under provisions of Section 01 11 00. B. Verify requirements for concrete cover over reinforcement. C. Verify that anchors, seats, plates, reinforcement and other items to be case into concrete are accurately placed, positioned securely, and will not cause hardship in placing concrete. 3.2 FORMS A. Design to produce hardened concrete to the shape, lines, and dimensions indicated on the drawings. B. Conform to ACI 347 as modified herein. C. Surfaces exposed to view: 1. Prefabricated plywood panel forms, job -built plywood forms, or forms lined with plywood or fiberboard. 2. Laid out in a regular and uniform pattern with long dimensions vertical and joints aligned. 3. Produce finished surfaces free from offsets, ridges, waves, and concave or convex areas. 4. Maximum deviation from a true plane: 1/8 inch within 6 feet D. Plywood or lined forms are not required for surface normally submerged or not normally exposed to view. E. Other type of forms may be used for surfaces not restricted to plywood or lined forms as backing for form lining. F. Provide forms above all extended footings; flat segmental forms, 2 foot maximum width, may be used for curved surfaces 25 feet minimum diameter. G. Provide polyethylene film to protect concrete from water loss when placing concrete against gravel or crushed rock not containing 25 percent minimum material passing a No. 4 sieve, lap joint 4 inches. H. When placing concrete against rock, remove all loose pieces of rock and clean exposed surface with high pressure hose. I. Provide substantial forms sufficiently tight to prevent leakage of mortar. J. Brace or tie forms to maintain desired position, shape, and alignment during and after concrete placement. Issue for Bidding: 03 00 00 - 9 Ditesco July 15, 2013 E i 0 TECHNICAL SPECIFICATIONS POUDRE RIVER PUBLIC LIBRARY DISTRICT DIVISION 03—CONCRETE LIBRARY WALK DIAGONAL & STAGE IMPROVEMENTS 03 00 00 CONCRETE 0 K. Size and space wailers, studs, internal ties and other form supports so proper working stresses are not exceeded. L. Where the top of a wall will be exposed to weathering, stop form on at least 1 side at true line and grade. M. Locations to be finished to a specified elevation, slope, or contour, bring form to true line and grade and provide a wooden guide strip at the proper location in the forms for finishing the top surface with a screed or template. N. Install form ties on exposed surfaces in uniformly spaced vertical and horizontal rows. O. Provide chamfer strips to bevel salient edges and corners. P. Do not remove or disturb until concrete has attained sufficient strength to safely support all dead and live loads. Q. Maintain forms in place for a minimum of 40 hours for length of curing time in accordance with ACI 306/306R when temperature is 45 F and below. R. Remove forms carefully to prevent surface gouging, corner or edge breakage and other drainage. 3.3 REINFORCING STEEL A. Accurately position reinforcing steel on supports, spacers, hangers, or other reinforcing steel at • maximum intervals of 4 feet on center. B. Secure with wire ties or suitable clips. Tie 50 percent of all reinforcement and reinforcement at intersections for wall and floor construction. • C. Except at contact splices, minimum clear distances between bars, the greater of: 1. Nominal diameter of bars 2- 1.5 times max size of coarse aggregate 3. 3 inch in other locations D. Where reinforcement is placed in 2 layers, place bars in upper layer directly above bars in lower layer. E. Splices: 1. As specified or indicated on the drawings 2. Splices at other locations will be acceptable, if approved by Engineer 3. Do not weld or tack weld reinforcing steel except where specifically indicated on drawings. 4. Remove and replace steel upon which any unauthorized welding has been performed. 5. When splicing bars in tie beams subject to tensile loading, splice no more than half the bars within a length of 40 bar diameter and hook each spliced bar end 180 degrees. 3.4 TRANSPORTING MIXED CONCRETE A. Transporting of mixed concrete shall conform to ACI 305R. B. Do not exceed manufacturer's guaranteed capacity of truck agitators. Maintain the mixed concrete in a thoroughly mixed and uniform mass during hauling. Issue for Bidding: 03 00 00 -10 Ditesco July 15, 2013 i SECTION 00300 BID FORM PROJECT: 7536 Diagonal Walk and Stage Improvements for Poudre River Public Library District Place: Fort Collins Date: August 13,2013 In compliance with your Invitation to Bid dated July 19, 2013 20_ and subject to all conditions thereof, the undersigned a (Corporation, Urnited-UabilityGenVany, -'a►#psrsbip-doiat V--nturerar-S�olp-Pmprietor) authorized to do business in the State of Colorado hereby proposes to furnish and do everything required by the Contract Documents to which this refers for the construction of all items listed on the following Bid Schedule or Bid Schedules. 2. The undersigned Bidder does hereby declare and stipulate that this proposal is made in good faith, without collusion or connection with any other person or persons Bidding for the same Work, and that it is made in pursuance of and subject to all the terms and conditions of the Invitation to Bid and Instructions to Bidders, the Agreement, the detailed Specifications, and the Drawings pertaining to the Work to be done, all of which have been examined by the undersigned. 3. Accompanying this Bid is a certified or cashier's check or standard Bid bond in the sum of 5% of bid amount . ($ 5% ) in accordance with the Invitation To Bid and Instructions to Bidders. 4. The undersigned Bidder agrees to execute the Agreement and a Performance Bond and a Payment Bond for the amount of the total of this Bid within fifteen (15) calendar days from the date when the written notice of the award of the contract is delivered to him at the address given on this Bid. The name and address of the corporate surety with which the Bidder proposes to furnish the specified performance and payment Bonds is as follows:Granite Re,Inc., 14002 Quailbrook Dr, Oklahoma City, OK 73134 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. The undersigned Bidder hereby acknowledges receipt of Addenda No. 1 through 0 TECHNICAL SPECIFICATIONS POUDRE RIVER PUBLIC LIBRARY DISTRICT DIVISION 03—CONCRETE LIBRARY WALK DIAGONAL & STAGE IMPROVEMENTS 03 00 00 CONCRETE C. Do not incorporate additional mixing water into the concrete during hauling or after arrival at the delivery point, unless ordered by the Engineer. If additional water is to be incorporated into the concrete, revolve the drum not less than 30 revolutions at mixing speed after the water is added and before placing concrete. D. Furnish a water measuring device in good working condition, mounted on each transit mix truck, for measuring the water added to the mix on the site by the Engineer. E. Provide delivery ticket and comply with delivery requirements of this section. 3.5 PLACING CONCRETE A. Place concrete in accordance with ACI 301. B. Notify Engineer not less than 24 hrs in advance of the times and places at which contractor intends to place concrete. C. Predetermine limits at each pour and place all concrete within limits of pour in one continuous operation. D. Rigidly secure forms, reinforcing steel, embedment, and anchor bolts in proper position. E. Remove all mud, water, ice, snow, frozen material, and debris from space to be occupied by concrete. F. Clean surfaces encrusted with dried concrete from previous concrete operations. • G. Convey to the point of final deposit by methods which will prevent separation or loss of ingredients. H. Place concrete in final position without being moved laterally more than 5 feet. I. Place concrete in approximately horizontal layers of proper depth for proper compaction, not more than 2 feet. J. Place subsequent layer while the preceding layer is still plastic. K. Top finish concrete when thoroughly settled. L. Remove all laitance, debris, and surplus water from the tops of the forms by screeding, scraping or other effective means. M. Overfill the forms for walls whose tops will be exposed to the weather and screed off the excess after the concrete has settled. N. Provide vertical construction joints as required to comply with these requirements. O. The subgrade shall be prepared and forms installed as specified herein. After concrete placement, the Contractor shall screed the concrete to the finished grade. Exposed sand finish surfaces shall be consolidated using a double drum roller tamp prior to floating — use this process as needed to achieve surface etching based on mix design chosen. The roller shall provide uniformity during rolling including the corner areas of the slab. Deviations from this process must be approved 48 hours prior to scheduled placement of fresh concrete. • Issue for Bidding: 03 00 00 -11 Ditesco July 15, 2013 TECHNICAL SPECIFICATIONS POUDRE RIVER PUBLIC LIBRARY DISTRICT DIVISION 03 — CONCRETE LIBRARY WALK DIAGONAL & STAGE IMPROVEMENTS 03 00 00 CONCRETE P. Retarder shall be applied per the manufacturer's recommendations using an approved sprayer to achieve a uniform and consistent application rate. Area(s) adjacent to the new installation shall be protected from damage as required. Retarder shall be applied at varying rates to achieve surface etching as approved by the Owner's Representative (concrete Symbols 1, 2 and 3 in the contract drawings). Q. At the appropriate time, concrete paste shall be washed from the surface with a power washer or as approved by the Owner's Representative. The overall texture shall be free from texture deficiencies such as deep or shallow surface inconsistencies. Care shall be taken to contain the cement paste when washed from the concrete surface. Wattles or containment pits shall be required to ensure that no residue runs through the gutter or enters inlets. The method of containment shall be approved by the Owner's Representative. The paste residue shall be removed from the site and properly disposed. 3.6 COMPACTION A. Thoroughly compact concrete during and immediately after placement. B. Work concrete around all reinforcements and embedments and into the corners of the forms. C. Use mechanical vibrators which will maintain 9,000 cycles per minutes when immersed in the concrete, 1 1/2 hp motor minimum. 3.7 COLD WEATHER CONCRETING A. Conform to ACI 306/306R, except as modified herein. • B. Minimum concrete temp at the time of mixing: L J Outdoor Temp Concrete Temp at Placement (in shade) at Mixing Below 30 degrees F 70 degrees F Between 30 degrees F and 45 degrees F 60 degrees F Above 45 degrees F 50 degrees F C. Do not place heated concrete which is warmer than 80 degrees F. D. If freezing temp are expected during curing, maintain the concrete temp at or above 50 degrees F for 5 days or 70 degrees F for 3 days with forms in place. E. Do not allow concrete to cool suddenly. :�:[i�rIX:ZKraP►[yi��I�[e] A. Conform to ACI 305/305R, except as modified herein. B. At air temp of 90 degrees F and above keep concrete as cool as possible during placement and curing. C. Do not allow concrete temperature to exceed 70 degrees F at placement. D. Prevent plastic shrinkage cracking due to rapid evaporation of moisture. Issue for Bidding: 03 00 00 - 12 Ditesco July 15, 2013 TECHNICAL SPECIFICATIONS POUDRE RIVER PUBLIC LIBRARY DISTRICT DIVISION 03— CONCRETE LIBRARY WALK DIAGONAL & STAGE IMPROVEMENTS 03 00 00 CONCRETE E. Do not place concrete when the actual or anticipated evaporation rate equals or exceeds 0.2 Ibs per sq ft per hr as determined from ACI 305, Fig 2.1.4. 9 CURING AND PROTECTION A. Protect concrete from moisture loss at relatively constant temperature for at least 7 days after placement except that the time period for curing by saturation for concrete being protected from low temp shall be 1 day less than the duration of low temp protection. B. Cure concrete by methods which will keep concrete surfaces adequately wet during curing, in accordance with ACI 308. C. Maintain rate of temperature change less than 5 F in any one (1) hour period. D. Water curing: 1. Begin water saturation as quickly as possible after initial set. 2. Regulate water application to provide complete surface coverage with a minimum of runoff. 3. Interrupt the application of water to walls for grout cleaning only over the area being cleaned at the time and do not permit the surface to become dry during such an interruption. E. Membrane curing: 1. Membrane curing compound may be used in lieu of water curing on concrete which will not be covered later with mortar or concrete. 2. Spray apply membrane curing compound at not more than: • a. General use: 300 sf per gal recommended 3. Cover unformed surfaces within 30 minutes of final finishing. 4. If forms are removed before the end of the curing period, immediately apply curing compound to the formed surface before they dry out. 5. Protect curing compound against abrasion during the curing period. Film curing: 1. Polyethylene sheeting may be used in lieu of water curing on concrete which will be covered or hidden from view. 2. Begin film curing as quickly after initial set of the concrete as possible. 3. Completely cover the surfaces with polyethylene sheeting. 4. Overlap the sheeting edges for sealing and anchorage. 5. Seal joints between sheets. 6. Promptly repair tears, holes, and other damage. 7. Anchor covering continuously at edges and on the surfaces as required to prevent billowing. 3.10 DEFECTIVE CONCRETE A. Defective Concrete: Concrete not conforming to required lines, details, dimensions, tolerances or specified requirements. B. Repair or replacement of defective concrete will be determined by the Engineer. C. Repair defects in formed concrete surfaces within 24 hours of removing forms. D. Replace defective concrete within 48 hrs. • Issue for Bidding: 03 00 00 - 13 Ditesco July 15, 2013 TECHNICAL SPECIFICATIONS POUDRE RIVER PUBLIC LIBRARY DISTRICT DIVISION 03 — CONCRETE LIBRARY WALK DIAGONAL & STAGE IMPROVEMENTS 03 00 00 CONCRETE 9 E. Cut out and remove to sound concrete honeycombed or otherwise defective concrete. • LJ F. Cut edges square to avoid feathering. G. Comply with Chapter 9, ACI 301. H. Perform repair work so as not to interfere with thorough curing of adjacent concrete. I. Adequately cure repair work. 3.11 FINISHING FORMED SURFACES A. Remove fins and other surface, projections from all formed surfaces except exterior surfaces that will be in contact with earth backfill and are not specified to be dampproofed. B. . Use a power grinder, if necessary, to remove projections and provide a flush surface. C. Remove fins and fill tie hole on surfaces exposed to view: 1. Clean, dry and fill tie holes with non -shrink grout. 2. Finish flush to match the texture of adjacent concrete. D. Grout cleaning under provisions of Chapter 10, ACI 301: 1. Grout clean surfaces exposed to view to produce a smooth uniform surface free of marks, voids, surface glaze and cement dust. 2. Use nonshrink grout mix with bonding agent. Dampen surface and apply with cork or rubber float. 3.12 FIELD QUALITY CONTROL A. Field inspection and testing will be performed in accordance with ACI 301. B. The Owner shall pay for all field and compressive strength tests to determine compliance of concrete materials in accordance with the specifications. C. Field Control Test: 1. Tests by ACI certified technician. 2. Make tests in presence of Engineer. 3. Provide all equipment, supplies, and the services of one or more employees, as required. 4. The test frequencies specified are minimum. Additional tests may be performed as required by the job conditions. D. Slump: Test a sample from each truck load in accordance with ASTM C143 if requested by Engineer and when making test cylinders. E. Air Content: Test a sample from each truck load if requested by Owner and when making test cylinders. F. Compression Tests: . 1. Make one set of 5 cylinders each day. 2. Test one cylinder in each set at 3 days, one cylinder at 7 days, two cylinders at 28 days, and one cylinder at 56 days. 3. The other one cylinder to be used as directed by Engineer at any time. 4. Engineer will evaluate in accordance with ACI 214 and 318. 5. Make, cure, store, and deliver cylinders in accordance with ASTM C31. Issue for Bidding: July 15, 2013 030000-14 Ditesco TECHNICAL SPECIFICATIONS POUDRE RIVER PUBLIC LIBRARY DISTRICT DIVISION 03 — CONCRETE LIBRARY WALK DIAGONAL & STAGE IMPROVEMENTS 03 00 00 CONCRETE 6. Test in accordance with ASTM C39. 7. Mark or tag each set of test cylinders with the date and time of day the cylinders were made, the location in the work where the concrete represented by the cylinders was placed, the delivery truck or batch number, the air content, and the slump. G. Storage Facilities for Concrete Test Cylinders: 1. Including water necessary, a specially prepared box with high -low thermometer and thermostatically controlled heating devices in accordance with ASTM C31. Failure of Test Cylinder Results: 1. Upon failure of 28-day test cylinder results, the Engineer may require the Contractor, at his expense, to obtain and test at least three 4-inch diameter cored samples from area in question. 2. Concrete will be considered adequate if average of three core tests is at least 85 percent of, and if no single core is less than 75 percent of, the specified 28-day strength. 3. In the event an area is found to be structurally unsound, the Engineer may order removal and replacement of concrete as required. The cost of the core tests and removal and replacement of defective concrete shall be borne by the Contractor. 4. Fill all core holes as specified for repairing defective concrete. END OF SECTION Issue for Bidding: 03 00 00 -15 Ditesco July 15, 2013 9 • • TECHNICAL SPECIFICATIONS POUDRE RIVER PUBLIC LIBRARY DISTRICT DIVISION 31 — EXCAVATION AND FILL LIBRARY WALK DIAGONAL & STAGE IMPROVEMENTS 31 10 00 SITE CLEARING 9 SECTION 31 10 00 - SITE CLEARING PART 1-GENERAL 1.1 SUMMARY A. This Section includes the following: 1. Removing existing trees, shrubs, groundcovers, plants, and grass. 2. Clearing and grubbing. 3. Stripping and stockpiling topsoil. 4. Removing above- and below -grade site improvements. 5. Disconnecting and capping or sealing site utilities. 6. Temporary erosion and sedimentation control measures. IT, 1_IV9AGU_lIriPplNI:[;RflmII% A. Except for stripped topsoil or other materials indicated to remain Owner's property, cleared materials shall become Contractor's property and shall be removed from Project site. 1.3 PROJECT CONDITIONS A. Traffic: Minimize interference with adjoining roads, streets, walks, and other adjacent occupied • or used facilities during site -clearing operations. 1. Do not close or obstruct streets, walks, or other adjacent occupied or used facilities without permission from Owner and authorities having jurisdiction. 2. Provide alternate routes around closed or obstructed traffic ways if required by authorities having jurisdiction. B. Salvable Improvements: Carefully remove items indicated to be salvaged and store on Owner's premises where indicated. C. Utility Locator Service: Notify utility locator service for area where Project is located before site clearing. D. Do not commence site clearing operations until temporary erosion and sedimentation control measures are in place. PART 2 - EXECUTION 2.1 PREPARATION A. Protect and maintain benchmarks and survey control points from disturbance during construction. B. Locate and clearly flag trees and vegetation to remain or to be relocated. • C. Protect existing site improvements to remain from damage during construction. Issue for Bidding: 31 10 00 - 1 Ripley Design July 15, 2013 TECHNICAL SPECIFICATIONS DIVISION 31 — EXCAVATION AND FILL 31 10 00 SITE CLEARING POUDRE RIVER PUBLIC LIBRARY DISTRICT LIBRARY WALK DIAGONAL & STAGE IMPROVEMENTS Restore damaged improvements to their original condition, as acceptable to Owner. 2.2 TEMPORARY EROSION AND SEDIMENTATION CONTROL A. Provide temporary erosion and sedimentation control measures to prevent soil erosion and discharge of soil -bearing water runoff or airborne dust to adjacent properties and walkways, according to best management practices and the City of Fort Collins standards. B. Inspect, repair, and maintain erosion and sedimentation control measures during construction until permanent vegetation has been established. C. Remove erosion and sedimentation controls and restore and stabilize areas disturbed during removal. 2.3 TREE PROTECTION A. See Section 01 56 39 Temporary Tree and Plant Protection. B. Do not excavate within tree protection zones, unless otherwise indicated. C. Repair or replace trees and vegetation indicated to remain that are damaged by construction operations, in a manner approved by Landscape Architect. 2.4 UTILITIES • A. Locate and identify existing utilities. B. Existing Utilities: Do not interrupt utilities serving facilities occupied by Owner or others unless permitted under the following conditions and then only after arranging to provide temporary utility services according to requirements indicated: 1. Notify not less than two days in advance of proposed utility interruptions. 2. Do not proceed with utility interruptions without Engineer's written permission. 2.5 CLEARING AND GRUBBING A. Fill depressions caused by clearing and grubbing operations with satisfactory soil material unless further excavation or earthwork is indicated. Place fill material in horizontal layers not exceeding a loose depth of 8 inches, and compact each layer to a density equal to adjacent original ground. 2.6 PAVEMENT REMOVAL A. See Section: 02 41 00 - Demolition 2.7 TOPSOIL STRIPPING A. Remove sod and grass before stripping topsoil. Issue for Bidding: 31 10 00 - 2 July 15, 2013 Ripley Design 11 0 0 TECHNICAL SPECIFICATIONS POUDRE RIVER PUBLIC LIBRARY DISTRICT DIVISION 31 — EXCAVATION AND FILL LIBRARY WALK DIAGONAL & STAGE IMPROVEMENTS 31 10 00 SITE CLEARING B. Strip topsoil to whatever depths are encountered in a manner to prevent intermingling with underlying subsoil or other waste materials. C. Stockpile topsoil materials away from edge of excavations without intermixing with subsoil. Grade and shape stockpiles to drain surface water. Cover to prevent windblown dust. 2.8 SITE IMPROVEMENTS A. Remove existing above- and below -grade improvements as indicated and as necessary to facilitate new construction. 2.9 DISPOSAL A. Disposal: Remove surplus soil material, unsuitable topsoil, obstructions, demolished materials, and waste materials including trash and debris, and legally dispose of them off Owner's property. 1. Separate recyclable materials produced during site clearing from other nonrecyclable materials. Store or stockpile without intermixing with other materials and transport them to recycling facilities. Issue for Bidding: July 15, 2013 0104I1Z97�9x01Eel ZINS 101TIES 311000-3 Ripley Design TECHNICAL SPECIFICATIONS POUDRE RIVER PUBLIC LIBRARY DISTRICT DIVISION 30— SITEWORK LIBRARY WALK DIAGONAL & STAGE IMPROVEMENTS 31 21 00 FINE GRADING SECTION 31 21 00 FINE GRADING PART 1-GENERAL 1.01 SCOPE A. Work in this section includes furnishing all labor, materials, equipment, and services required to construct, shape, and finish earthwork to the required lines, fine grades, and cross sections as specified herein and on the plans. 1.02 RELATED WORK SPECIFIED ELSEWHERE A. Grading Plan: Refer to plan sheets. 1.03 TEST REPORTS A. The Contractor will bear the cost of all testing requirements and will submit test reports from a commercial testing laboratory as specified herein and in the Conditions of the Contract. 1.04 METHOD OF PAYMENT A. Fine grading of the earthwork is a necessary and incidental part of the work. The total cost will be included in the Bid Proposal. Payment will not be made on a unit price basis nor by any other separate measured payment method. 1.05 GENERALIMPORTANCE A. Properly placed and finished earthwork accomplished by fine grading is essential to the success of this project. Much of the areas to be planted in turtgrass have minimal surface gradients which must be properly finished to ensure positive surface drainage. The Contractor will be required to prove the competence and experience of his workers and subcontractors with respect to their abilities to execute the fine grading required on this project. PART 2-PRODUCTS 2.01 TOPSOIL AND UNCLASSIFIED FILL A. Topsoil on the site shall be placed and used in the construction of fine graded areas to be planted with turfgrass or other plant materials. Unclassified fill may be appropriate in the construction of subgrade for pavements. Both materials exist in place within the project limits. If necessary, and with prior approval of the Engineer, provide imported materials obtained from sources outside the project limits. If material is imported or on site topsoil removed, Contractor shall import amended topsoil or provide amendment to on site soils. Amendment shall be weed -free compost incorporated at a rate of 3 cubic yards per 1,000 square feet of planted space. PART 3 - EXECUTION 3.01 GENERAL A. All fine grading and corresponding construction shall be performed as specified herein, and the completed work shall conform to the required lines, grades, and cross sections of the plans. Where topsoil has been lost to erosion or construction operations, it shall be replaced. Issue for Design Review: 31 21 00 - 1 Ripley Design July 15, 2013 TECHNICAL SPECIFICATIONS POUDRE RIVER PUBLIC LIBRARY DISTRICT DIVISION 30— SITEWORK LIBRARY WALK DIAGONAL & STAGE IMPROVEMENTS 31 21 00 FINE GRADING S3.02 ALLOWABLE DEVIATION A. The maximum allowable deviation from the required finished grades of a line or plane shall be a slope (gradient) of plus or minus 0.5% in a horizontal dimension of eight (8') feet maximum. This shall be field tested by using an eight (10') foot long straight edge. If the surface has a deviation of more than one-half inch (1/2") above or below the midpoint of the straight edge when its ends rest on high or low points, the finished grade will be unsatisfactory. and shall be immediately corrected. B. Surface gradients and flowlines may be similarly checked by the use of string lines and survey instruments. The Owner's Representative will be the judge of whether deviations from the designed gradients are acceptable or not. 3.03 LIMITS OF WORK A. The limits of areas to be fine graded shall generally correspond to the areas to be planted in turfgrass and to the areas to be paved. On this project, the entire area within the limits of the work shall be fine graded. 3.04 SEQUENCE OF WORK A. Fine grading will not begin until all underground installations are complete, in place, tested to be working properly, and properly backfilled. Fine grading will not be attempted until construction which involves heavy vehicles is complete. Such vehicles cause rutting and over compaction. B. If topsoil has been lost to erosion or construction operations it shall be replaced. If not • recoverable on the site, topsoil shall be provided from an off -site source as "imported topsoil." C. After fine grading is accomplished, it shall be the Contractor's responsibility to protect all fine graded areas from vehicular traffic or other disruptive activities. Damages to the fine graded surfaces will be restored to a satisfactory condition as prescribed herein until the job is finished and accepted. D. Lawn Areas and Other Areas to be planted in Turfgrass: Fine grading shall be performed as a final step after replacing topsoil and installing the irrigation system and preparing the soil for planting. See Section 32 93 00 PLANTING. 3.05 FINE GRADING OPERATIONS A. As a minimum, the following measures will be executed in the accomplishment of fine grading on athletic field areas and other areas to be planted in turfgrass. The Contractor may elect to use additional or supplemental measures to accomplish fine grading. B. In place topsoil shall be used, or replacement topsoil shall first be placed and compacted to normal density at a depth of six (6") inches and shall be rough graded to within 0.05 foot of finished grade. C. Fine grading will be executed with any or all of the following or other appropriate machinery: lightweight road grader, tractor box blade, discing machinery, weighted spike harrow, and weighted drags. Bull dozer blades or front end loader buckets are not acceptable devices for fine grading operations. D. It is anticipated that some areas of topsoil may become overcompacted and resistant to proper grading. Such areas will be loosened and pulverized with discing machinery and will then be • recompacted to normal density before fine grading. Issue for Design Review: 31 21 00-2 Ripley Design July 15, 2013 8. BID SCHEDULE (Base Bid) I Contractor to provide for the construction of the Poudre River Public Library District Walk Diagonal and Stage Improvements according to these specifications, drawings, and contract documents. LUMP SUM BASE BID — Demolition, architectural concrete flatwork, curb ramps, boulders, benches, landscaping, and irrigation repair (as force account). IN WORDS: $�23Q, 2()(o.y(� ;,/ &&-s. ADDITIVE BID ALTERNATES — Contractor is to provide all inclusive pricing for the bid alternates listed below. Add Alternate 1: Stage Construction — LS $ 6 9. 5 � 7 o o Add Alternate 2: Pedestrian and Tivoli Lights — LS $ . %o{ , oZ 70 Oc) Add Alternate 3: Benches — Etched Plaque — LS $ 4,730.00 UNIT PRICE ITEMS (additive or deductive to contract) UNIT DESCRIPTION UNIT'; UNIT PRICE Flatwork Demolition and Removal SF 1.25 Architectural Concrete Flatwork — 6" SF 6.70 Architectural Concrete Flatwork — 4" SF 6.30 Concrete Flatwork (grey) SF 4.25 Curb and Gutter (remove/replace) LF 21 .00 Asphalt Remove and Replace TON 303.00 • •I TECHNICAL SPECIFICATIONS DIVISION 30 — SITEWORK 31 21 00 FINE GRADING 3.06 ACCEPTABILITY POUDRE RIVER PUBLIC LIBRARY DISTRICT LIBRARY WALK DIAGONAL & STAGE IMPROVEMENTS A. Satisfactorily fine graded areas shall be true in plane, even in gradient (slope), uniform in surface texture, and of normal compaction. Areas of loose granular soil pockets interspersed with overcompacted soils are not acceptable. Fine graded areas for turfgrass will promote complete surface drainage, will be ready for turfgrass planting. B. The Owner's Representative will perform instrumented checks of final grade stakes and surface gradients as he deems proper and necessary. Unsatisfactory areas will be regraded and corrected until they are acceptable. The Owner's Representative will be the judge of whether fine graded areas are acceptable or not. 3.07 EROSION CONTROL THROUGH COMPLETION OF PROJECT A. The Contractor is responsible for the maintenance of all finished surface gradients in the project until the project is declared complete. However, the project will not be complete until other work is complete and all areas within the project limits are satisfactorily fine graded and all turfgrass planting areas have been established with a uniform stand as specified. The Contractor will maintain erosion control measures over the entire area of the project up until final acceptance of the project by the Owner. 3.08 DENSITIES A. Topsoil: Densities of fine graded topsoil areas shall be at a maximum ninety-five percent (95%) of Standard Density ASTM D 698 with minus one to plus four percentage points above that of optimum moisture content (-1 to +4). C. Other Subgrades in General: Earth embankment shall be compacted in lifts at a minimum ninety-five (95%) percent of Standard AASHTO Density with the moisture content between minus one to plus four percentage points above that of optimum (-1 to +4) 3.09 TESTING A. The Owner shall pay for all field and compaction tests to determine compliance of subgrade preparation in accordance with the specifications. END OF SECTION Issue for Design Review: 31 21 00 - 3 Ripley Design July 15, 2013 • • • TECHNICAL SPECIFICATIONS DIVISION 32— EXTERIOR IMPROVEMENTS 32 12 16 ASPHALT PAVING POUDRE RIVER PUBLIC LIBRARY DISTRICT LIBRARY WALK DIAGONAL & STAGE IMPROVEMENTS 0 SECTION 32 12 16 — ASPHALT PAVING/PATCHING PART 1 -GENERAL 1.1 SECTION INCLUDES A. Asphaltic concrete patching over prepared subgrade and/or base course B. Repair of existing roads damaged during construction 1.2 RELATED SECTIONS A. None 1.3 REFERENCES A. ASTM C29—Unit Weight and Voids in Aggregate B. ASTM C88—Soundness of Aggregates by Use of Sodium Sulfate or Magnesium Sulfate C. ASTM C117—Materials Finer than No. 200 Sieve in Mineral Aggregates by Washing • D. ASTM C128—Specific Gravity Test and Absorption of Fine Aggregate E. ASTM C131—Resistance to Degradation of Small Size Coarse Aggregate by Abrasion and Impact in the Los Angeles Machine. F. ASTM C136—Sieve or Screen Analysis of Fine and Coarse Aggregates G. ASTM D4—Bitumen Content H. ASTM D5—Penetration of Bituminous Materials I. ASTM D70—Specific Gravity of Semi -Solid Bituminous Materials J. ASTM D93—Flash Point by Pensky-Martens Closed Tester K. ASTM D113—Ductility of Bituminous Materials L. ASTM D1188—Bulk Specific Gravity of Compacted Bituminous Mixtures M. ASTM D1559—Resistance to Plastic Flow of Bituminous Mixtures Using Marshall Apparatus N. ASTM D2041—Theoretical Maximum Specific Gravity of Bituminous Paving Mixtures O. ASTM D2170—Kinematic Viscosity of Asphalts (Bitumens) P. ASTM D2172—Quantities Extraction of Bitumens from Bituminous Paving Mixtures Q. ASTM D2419—Sand Equivalent Value of Soils and Fine Aggregate Issue for Bidding: 32 12 16 - 1 Ditesco July 15, 2013 TECHNICAL SPECIFICATIONS POUDRE RIVER PUBLIC LIBRARY DISTRICT DIVISION 32 — EXTERIOR IMPROVEMENTS LIBRARY WALK DIAGONAL & STAGE IMPROVEMENTS 32 12 16 ASPHALT PAVING R. ASTM D290—Bituminous Mixing Plant Inspection S. ASTM D946—Asphalt Cement for Use in Pavement Construction T. ASTM D692—Course Aggregate for Bituminous Paving U. ASTM D1073—Fine Aggregate for Bituminous Paving Mixtures V. MS-2—Mix Design Method for Asphalt Concrete and Other Hot Mix Types -The Asphalt Institute (AI) 1.4 SUBMITTALS A. Submit under provisions of Section 01 33 00 B. Samples: Provide samples of materials for laboratory testing and job -mix design for asphaltic concrete paving section C. Test Reports: Submit laboratory reports for the following materials tests 1. Coarse and fine aggregate from each material source and each required grading: a. Sieve analysis: ASTM C136 (AASHTO T19) b. Unit weight of slag: ASTM C29 (AASHTO T19) C. Soundness: ASTM C88 (AASHTO T104) d. Sand equivalent: ASTM D2419 (AASHTO T176) e. Abrasion of coarse aggregate: ASTM C131 (AASHTO T96) 2. Asphalt cement for each penetration grade: a. Penetration: ASTM D5 (AASHTO T49) b. Viscosity (Kinematic): ASTM D2170 (AASHTO T201) C. Flash Point: ASTM D93 (AASHTO T48) d. Ductility: ASTM D113 (AASHTO T51) e. Solubility: ASTM D4 (AASHTO T44) f. Specific gravity: ASTM D70 (AASHTO T43) 3. Job -mix design mixtures for each material or grade: a. Bulk specific gravity for fine aggregate: ASTM C128 (AASHTO T84) 4. Uncompacted asphalt concrete mix: Maximum specific gravity ASTM D2041 (AASHTO T209) Issue for Bidding: 3212 16 - 2 Ditesco July 15, 2013 • • TECHNICAL SPECIFICATIONS POUDRE RIVER PUBLIC LIBRARY DISTRICT DIVISION 32 — EXTERIOR IMPROVEMENTS LIBRARY WALK DIAGONAL & STAGE IMPROVEMENTS 32 12 16 ASPHALT PAVING 5. Compacted asphalt concrete mix: a. Bulk density: ASTM D1188 (AASHTO T166) b. Marshall stability and flow: ASTM D1559 6. Density and void analysis: a. Provide each series of asphalt concrete mixture test specimens, in accordance with MS-2 b. Use Marshall method of mix design unless otherwise directed or acceptable to Engineer 7. Sampling and testing of asphalt concrete mixtures for quality control during paving operations: a. Uncompacted asphalt concrete mix: 1) Asphalt cement content: ASTM D2172 (AASHTO T164) 2) Penetration of recovered asphalt cement: ASTM D5 (AASHTO T49) 3) Ductibility of recovered asphalt cement: ASTM D113 (AASHTO T51) b. Compacted asphalt concrete mix: • 4) Bulk density: ASTM D1188 (AASHTO T166) 5) Marshall stability and flow: ASTM D1559 C. Perform at least one test for each day's paving 8. Asphalt plant inspection: ASTM D290 • 1.5 DELIVERY, STORAGE AND HANDLING A. Deliver, store, protect, handle and place materials under provisions of Larimer County Urban Area Street Standards (LCUASS) — City of Fort Collins applicable sections. B. Transport mixture from mix plant in trucks with tight, clean, non -sticking compartments. Coat hauling compartments with lime -water mixture to prevent sticking. Elevate and drain compartment of excess solution before loading mix. C. Cover to protect from weather and prevent loss of heat when temperature is below 50 F. D. Provide insulated truck beds during temperature below 50 F on long distance deliveries. 1.6 ENVIRONMENTAL REQUIREMENTS A. Do not apply when underlying surface is muddy, frozen or wet. Issue for Bidding: 32 12 16 - 3 Ditesco July 15, 2013 TECHNICAL SPECIFICATIONS POUDRE RIVER PUBLIC LIBRARY DISTRICT DIVISION 32— EXTERIOR IMPROVEMENTS LIBRARY WALK DIAGONAL & STAGE IMPROVEMENTS 32 12 16 ASPHALT PAVING B. Do not place by spreading and finishing machine tack coat or asphaltic cement when temperature is below 45°F and falling. Place when above 40°F and rising. C. Do not apply pavement marking paint within 8 hours of fog or rain or when below 40 F. D. Provide flagmen, barricades, warning signs, and warning lights for movement of traffic and safety and to cause the least interruption of work. 1.7 QUALITY ASSURANCE A. Comply with all applicable requirements of Larimer County Urban Area Street Standards (LCUASS). PART 2-PRODUCTS 2.1 MATERIALS A. Asphaltic Cement: ASTM D946, AC10 or AC20 grade determined by design mix, homogeneous, free from water, no tendency to foam when heated to 347 F, and per CDOT Standard Section 702. B. Aggregate for Asphaltic Concrete: 1. Sound, angular crushed stone, crushed gravel, or crushed slag: ASTM D692. 2. Sand, stone, or slag screening: ASTM D1073. 3. Provide aggregate in gradations for courses to comply with Class S and SG, Colorado Department of Transportation, ASTM C136. 4. Percent wear: ASTM C131, less than 45 for aggregates retained in #10 sieve. C. Tack Coat: Emulsified asphalt: SS-1 or CSS-1 h, ASTM D977. 2.2 MIXES A. Determine design mix based upon aggregates furnished: 1. Test mix by independent laboratory at Contractor's expense 2. Grade dependent on temperature during placement 3. Submit mix designs under provisions of Section 01 33 00 for review and acceptance by Engineer B. Submit mix design consistent with LCUASS Standards Issue for Bidding: 32 12 16 - 4 Ditesco July 15, 2013 • • • TECHNICAL SPECIFICATIONS POUDRE RIVER PUBLIC LIBRARY DISTRICT DIVISION 32 — EXTERIOR IMPROVEMENTS LIBRARY WALK DIAGONAL & STAGE IMPROVEMENTS 32 12 16 ASPHALT PAVING • 2.3 ACCESSORIES A. Pavement Marking —Replace all pre -construction pavement marking materials as identified below: 0 1. FS TT-P-115, Type I Alkyd, yellow color meeting requirements of CDOT Standard Specification 708. 2. Preformed plastic marking material or reflectorized paint shall be used for all pavement marking. 3. Furnish paint with a no -pick-up maximum drying time of 20 minutes, when tested according to ASTM D711 using a wet film thickness of 0.015" when tested and applied at 77 F PART 3 - EXECUTION A. Prepare subgrade to achieve 95% SPD or otherwise indicated. B. Loose and Foreign Material: 1. Remove loose and foreign material from compacted subgrade surface immediately before application of paving. Clean surface with mechanical sweeper, blowers, or hand brooms, until surfaces are free from dust C. Tack Coat: 1. Dilute material with equal parts of water and apply to contact surfaces of previously constructed asphaltic concrete or portland cement concrete and surfaces 2. Apply at rate of 0.05 to 0.15 gallons per square yard of surface 3. Apply tack coat by brush to contact surfaces of curbs, gutters, manholes, and other structures projecting into or abutting asphaltic concrete pavement 4. Allow surfaces to dry until material is at condition of tackiness to receive pavement 5. Where asphaltic concrete will adhere to surface, tack coat may be eliminated by Engineer 3.2 RING/FRAME ADJUSTMENTS A. Set ring/frames of subsurface structures to final grade as a portion of this work, include existing ring/frames and new ring/frames furnished under other work of project B. Placing Ring/Frames: 1. Surround ring/frames set to elevation with a ring of compacted asphalt concrete base prior to paving. Issue for Bidding: 3212 16 - 5 Ditesco July 15, 2013 TECHNICAL SPECIFICATIONS POUDRE RIVER PUBLIC LIBRARY DISTRICT DIVISION 32— EXTERIOR IMPROVEMENTS LIBRARY WALK DIAGONAL & STAGE IMPROVEMENTS 32 12 16 ASPHALT PAVING 2. Place asphalt concrete mixture up to 1 inch below top of ring/frame, slope to grade, and • compact by hand tamping. C. Adjust frames to proper position to meet paving. D. If permanent covers are not in place, provide temporary covers over openings until completion of rolling operations. E. Set ring/frames to grade, flush with surface of adjacent pavement. Maximum ring grade below pavement shall be'W. 3.3 PREPARING THE MIXTURE A. Comply with ASTM D995 for material storage, control, and mixing and for plant equipment and operation. B. Stockpile: 1. Keep each component of the various sized combined aggregates in separate stockpiles.. 2. Maintain stockpiles so that separate aggregate sizes will not be intermixed and to prevent segregation. C. Heating 1. Heat the asphalt cement at the mixing plant to viscosity at which it can be uniformly • distributed throughout mixture. 2. Use lowest possible temperature to suite temperature viscosity characteristics of asphalt. 3. Do not exceed 350 F. D. Aggregate: 1. Heat -dry aggregates to acceptable moisture content. 2. Deliver to mixer at recommended temperature to suite penetration grade and viscosity characteristics of asphalt cement, ambient temperature, and workability of mixture. 3. Accurately weigh or measure dry aggregates and weigh or meter asphalt cement to comply with job -mix formula requirements. E. Mix aggregate and asphalt cement to achieve 90-95 percent coated particles. 3.4 EQUIPMENT A. Bituminous Pavers: Self-propelled, spreads without tearing surfaces, and controls pavement edges to true lines without use of stationary forms. B. Rolling Equipment: Issue for Bidding: 32 12 16 - 6 Ditesco July 15, 2013 0 0 TECHNICAL SPECIFICATIONS POUDRE RIVER PUBLIC LIBRARY DISTRICT DIVISION 32— EXTERIOR IMPROVEMENTS LIBRARY WALK DIAGONAL & STAGE IMPROVEMENTS 32 12 16 ASPHALT PAVING 1. Steel -wheel roller: Self-propelled, contact pressure of 250 to 350 psi per inch of width of roller wheel, equipped with adjustable scrapers and means for keeping wheel wet to prevent mix from sticking. 2. Pneumatic -tired rollers: Self-propelled, contact pressure under each tire of 85 to 110 psi, wheels spaced so that one pass will accomplish one complete coverage equal to rolling width of machine, oscillating wheels. Remove and replace immediately tires picking up fines. C. Hand Tools: Provide rakes, lutes, shovels, tampers, smoothing irons, pavement cutters, portable heaters, and other miscellaneous small tools. 3.5 PLACING THE MIX A. Place asphalt- concrete mixture on prepared surface, spread and strike -off using paving machine. B. Maximum thickness per laying course: 2" Grading S, 4" Grading SG. C. Minimum temperature of 2250F at time of placement. D. Inaccessible and small areas may be placed by hand. E. Conform to the grade, cross section, finish thickness, and density indicated. F. Paver Placing: 1. Unless otherwise directed, begin placing at high side on one-way slope and in direction of traffic flow. 2. .After.first stripr has been placed and rolled, place succeeding strips and extend rolling to overlap previous strips. 3. Place mixture in continuous operation as practicable. G. Hand Placing: 1. Spread, tamp, and finish mixing using hand tools in areas where machine spreading is not possible as acceptable to Engineer. 2. Place mixture at a rate that will insure handling and compaction before mixture becomes cooler than acceptable working temperature. H. Joints: 1. Construct joints to have same texture, density, and smoothness as adjacent sections of asphalt concrete course. 2. Clean contact surfaces free of sand, dirt, or other objectionable material and apply tack coat. 3. Offset transverse joints in succeeding courses not less than 24 inches. Issue for Bidding: 32 12 16 - 7 Ditesco July 15, 2013 TECHNICAL SPECIFICATIONS POUDRE RIVER PUBLIC LIBRARY DISTRICT DIVISION 32 — EXTERIOR IMPROVEMENTS LIBRARY WALK DIAGONAL & STAGE IMPROVEMENTS 32 12 16 ASPHALT PAVING 4. Cut back edge of existing pavement or previously placed course to expose an even, vertical surface for full course thickness. 5. Offset longitudinal joints in succeeding courses not less than 6 inches. 6. When the edges of longitudinal joints are irregular, honeycombed or inadequately compacted, cut back unsatisfactory sections to expose an even, vertical surface for full course thickness. 3.6 COMPACTING THE MIX A. Provide pneumatic and steel -wheel type rollers to obtain the required pavement density, surface texture and ride -ability. B. Begin rolling operations when the mixture will bear weight of roller without excessive displacement. C. Do not permit heavy equipment, including rollers to stand on finished surface before it has thoroughly cooled or set. D. Compact mixture with hot hand tampers or vibrating plate compactors in areas inaccessible to rollers. E. Breakdown Rolling: 1. Accomplish breakdown or initial rolling immediately following rolling of transverse and longitudinal joints and outside edge. 2. Operate rollers as close as possible to paver without causing pavement displacement 3. Check grade and smoothness after breakdown rolling. 4. Repair displaced areas by loosening at once with lutes or rakes and filling, if required, with hot loose material before continuing rolling. F. Second Rolling: 1. Follow breakdown rolling as soon as possible, while mixture is hot and in condition for compaction. 2. Continue second rolling until mixture has been thoroughly compacted. G. Finish Rolling: 1. Perform finish rolling while mixture is still warm enough for removal of roller marks by combination of steel and pneumatic rollers. 2. Continue rolling until roller marks are eliminated and course has attained specified density, and required surface texture and surface tolerances. H. Patching: 1. Remove and replace defective areas. 0 Issue for Bidding: 32 12 16 - 8 Ditesco July 15, 2013 TECHNICAL SPECIFICATIONS POUDRE RIVER PUBLIC LIBRARY DISTRICT DIVISION 32 — EXTERIOR IMPROVEMENTS LIBRARY WALK DIAGONAL & STAGE IMPROVEMENTS 32 12 16 ASPHALT PAVING 2. Cut-out and fill with fresh, hot asphaltic concrete. 3. Remove deficient areas for full depth of course. 4. Cut sides perpendicular and parallel to direction of traffic with edges vertical. 5. Apply tack coat to exposed surfaces before placing new asphaltic concrete mixture. 6. Compact by rolling to specified surface density and smoothness. 3.7 REPAIRING EXISTING ASPHALTIC CONCRETE SURFACES A. Cut sides of pavement area to be replaced perpendicular and parallel to direction of traffic. B. Subbase preparation: 1. Scarify below existing subbase to 8" depth or greater 2. Grade subbase to match existing subbase depth and required elevation 3. Obtain optimum moisture content 4. Compact subbase to 98 percent maximum density, ASTM 698 C. Paving: •. 1. Apply tack coat against all abutting vertical concrete or bituminous surfaces as specified herein 2. Place and compact asphalt concrete mixture in two equal layers to match the existing elevation and the total compacted thickness 3. Apply asphalt emulsion tack coat between pavement layers as specified D. Compact mix as specified 3.8 MARKING ASPHALTIC CONCRETE PAVEMENT A. Remove dirt, sand, gravel and oil B. Cure asphaltic concrete before painting C. Apply paint with pressurized, self-contained paint machine D. Apply in straight line 2-6 inches wide E. Lay out markings with guide lines, templates and forms F. Apply at 1 gallon per 105 square foot G. Provide qualified technician for supervision Issue for Bidding: 32 12 16 - 9 Ditesco July 15, 2013 • E 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: GL Hoff io dba Hoff Construction CONTRACTOR MN Gregory/L Soft / 8-13-2013 Printed Date President Title City of Fort Collins #B-6 License Number (If Applicable) (Seal - if Bid is by corporation) Address 1815 W 12th Stre Loveland, CO 80537 Telephone 970-669-3255 Email miriam@hoffconstruction.com TECHNICAL SPECIFICATIONS DIVISION 32 — EXTERIOR IMPROVEMENTS 32 12 16 ASPHALT PAVING 3.9 FIELD QUALITY CONTROL POUDRE RIVER PUBLIC LIBRARY DISTRICT LIBRARY WALK DIAGONAL & STAGE IMPROVEMENTS A. Field testing provided by Owner. B. Final surfaces of uniform texture, conforming to required grades and cross sections. C. Test in -place for density, thickness, and surface smoothness. D. Take not less than 4 inch diameter pavement specimens for each completed course from locations as directed by Engineer if required to confirm total thickness or for additional testing purposes E. Repair holes from test specimens as specified for patching defective work F. Minimum acceptable density of in -place course materials is 97 percent of the recorded laboratory specimen density. For each laying course: perform two tests for under 400 SY of material in place. Immediately re -compact asphaltic concrete not conforming to acceptable density. Remove and replace all sections not in conformance density requirements G. Thickness: Variations from Drawings 1. Total depth: 1/4 inch 2. Remove and replace paving less than minimum thickness H. Surface Smoothness: 1. Test using a 10 foot straight edge applied parallel to any direction 2. Advance straight edge five feet, maximum 1/4 inch per foot from nearest point of contact 3. Do not permit pockets or depressions where water may pool 4. Remove and replace areas, deficient in smoothness. Overlay corrections may be permitted only if acceptable to Engineer 3.10 CLEANING A. After completion of paving operations, clean surfaces of excess or spilled asphalt materials to the satisfaction of Engineer 3.11 PROTECTION OF FINISHED WORK A. After final rolling, do not permit vehicular traffic on asphalt concrete pavement until it has cooled and hardened and in no case sooner than 6 hours B. Provide barricades and warning devices as required to protect pavement and general public END OF SECTION 32 12 16 Issue for Bidding: 32 12 16 - 10 Ditesco July 15, 2013 0 • TECHNICAL SPECIFICATIONS POUDRE RIVER PUBLIC LIBRARY DISTRICT DIVISION 32 — EXTERIOR IMPROVEMENTS LIBRARY WALK DIAGONAL & STAGE IMPROVEMENTS 32 14 00 UNIT PAVING SECTION 32 14 00 - UNIT PAVING PART 1-GENERAL 1.1 SUMMARY A. This Section includes the following: 1. Stone pavers set in aggregate setting beds. 2. Crusher fines paving. 3. Aluminum edge restraints. 1.2 SUBMITTALS A. Samples for stone paving and crusher fines 1.3 QUALITY ASSURANCE 1.4 PROJECT CONDITIONS A. Cold -Weather Protection: Do not use frozen materials or build on frozen subgrade or setting beds. PART 2-PRODUCTS 2.1 STONE PAVING A. Cobble Pavers: Colorado River Flats 1. Supplier: Rifle Creek Stone, (970) 625-3598 B. Cut Sandstone Pavers: Buff Colorado Sandstone, Lyons Red Sandstone 1. 2" thick x 18 inches x 18 inches C. Flagstone Pavers: Buff Colorado Sandstone 1. 2" thick x 18 inches (min.) x 18 inches (min.) sizes vary, do not vary widths more than 25% 2.2 ACCESSORIES A. Aluminum Edge Restraints: 1. Brickstop Original aluminum paver edging, L-shape, 1-800-565-2599, www.brickstopedge.com 2. Install per manufacturer's specifications Issue for Bidding: July 15, 2013 321400-1 Ripley Design TECHNICAL SPECIFICATIONS POUDRE RIVER PUBLIC LIBRARY DISTRICT DIVISION 32—EXTERIOR IMPROVEMENTS LIBRARY WALK DIAGONAL & STAGE IMPROVEMENTS 32 14 00 UNIT PAVING 2.3 AGGREGATE SETTING -BED MATERIALS A. Graded Aggregate for Base: Sound, crushed stone or gravel complying with ASTM D 448 for Size No. 8 ASTM D 2940, base material B. Sand for Leveling Course: Sound, sharp, washed, natural sand or crushed stone complying with gradation requirements in ASTM C 33 for fine aggregate. C. Drainage Geotextile: Nonwoven needle -punched geotextile made from polyolefins or polyesters; with elongation greater than 50 percent; complying with AASHTO M 288 and the following: 1. Apparent Opening Size: No. 40 sieve, maximum; ASTM D 4751. 2. Permittivity: 0.5 per second, minimum; ASTM D 4491. 2.4 POLYMERIC SAND MATERIALS A. HP2 Polymeric Jointing Sand, by: Techniseal, 1-800-465-7325,www.tech niseal. com B. Color: Tan 2.5 CRUSHER FINES PAVING A. Crusher fines paving shall be 3/8" minus limestone chips which are the undersize waste from gravel crushing. The gravel shall contain sufficient fines and soil so that it readily compacts in place to form a hardened/stable surface. Material is available from: Mr. Jim Brownhill Colorado Lein 16250 North Highway 287 Livermoore, CO 80536 303/493-6294 Color: Tan/Buff PART 3 - EXECUTION 3.1 INSTALLATION, GENERAL A. Joint Pattern: see plan details B. Tolerances: 1. Do not exceed 1 inch for Cobble Pavers 2. Do not exceed 1/2 inch joint width for Flagstone Pavers 3. Do not exceed 1/4 inch joint width for Cut Sandstone Pavers 4. Maintain 2% min. cross slope on paver surfaces Issue for Bidding: 32 14 00 - 2 Ripley Design July 15, 2013 40 9 TECHNICAL SPECIFICATIONS POUDRE RIVER PUBLIC LIBRARY DISTRICT DIVISION 32— EXTERIOR IMPROVEMENTS LIBRARY WALK DIAGONAL & STAGE IMPROVEMENTS 32 14 00 UNIT PAVING C. Provide brickstop edge restraint as indicated for Cobble Pavers only. Provide specified landscape edger for Crusher Fines Paving edge restraint (see 32 93 00 Planting). Install edge restraints before placing unit pavers. 3.2 AGGREGATE SETTING -BED APPLICATIONS A. Compact soil subgrade uniformly to at least 95 percent of ASTM D 1557 laboratory density. B. Place aggregate base, compact by tamping with plate vibrator, and screed to depth indicated. C. Place drainage geotextile over compacted base course, overlapping ends and edges at least 12 inches. D. Place leveling course and screed to a thickness of 1 inch to 1-1/2 inches (see plan details), taking care that moisture content remains constant and density is loose and constant until pavers are set and compacted. E. Treat leveling course with herbicide to inhibit growth of grass and weeds. F. Set pavers with a minimum joint width of 1/4 inch being careful not to disturb leveling base. If pavers have spacer bars, place pavers hand tight against spacer bars. G. Vibrate pavers into leveling course with a low -amplitude plate vibrator capable of a 3500- to 5000-lbf compaction force at 80 to 90 Hz. H. Spread dry polymeric sand and fill joints immediately after vibrating pavers into leveling course. Vibrate pavers and add sand until joints are completely filled, then remove excess sand. Leave •: a slight surplus of sand on the surface for joint filling. Install per drawing details and manufacturer's specifications. 0 Issue for Bidding: July 15, 2013 END OF SECTION 321400-3 Ripley Design TECHNICAL SPECIFICATIONS DIVISION 30 — SITEWORK 32 93 00 LANDSCAPING & PLANTING PART 1 -GENERAL POUDRE RIVER PUBLIC LIBRARY DISTRICT LIBRARY WALK DIAGONAL & STAGE IMPROVEMENTS SECTION 32 93 00 — LANDSCAPING & PLANTING 1.1 RELATED DOCUMENTS: A. Drawings and general provisions of the Contract, including General Conditions, apply to work of this section. 1.2 SUMMARY: A. Section Includes: 1. Planting of B&B, container plants, and miscellaneous landscape work as shown on the drawings 2. Plant Quality 3. Planting Seasons 4. Percolation tests and soil amendments 5. Inspections and guarantees 1.3 DEFINITIONS: A. Backfill: The earth used to replace or the act of replacing earth in an excavation. • B. Drip Line: The area of ground surface defined between a tree's trunk and the edge of the same tree's canopy (upper branches of the tree). C. Finish Grade: Elevation of finished surface of planting soil. D. Manufactured Topsoil: Soil produced off -site by homogeneously blending mineral soils or sand with stabilized organic soil amendments to produce topsoil or planting soil. E. Planting Soil: Native or imported topsoil, manufactured topsoil, or surface soil modified to become topsoil; mixed with soil amendments. F. Subgrade: Surface or elevation of subsoil remaining after completing excavation, or top surface of a fill or backfill, before placing planting soil. G. Subsoil: All soil beneath the topsoil layer of the soil profile, and typified by the lack of organic matter and soil organisms. 1.4 SUBMITTALS: A. Product Data: Submit 2 copies of a list of all materials to be used in the planting operations, together with the source of those materials. B. Product Samples: Submit samples of specified mulch, soils test results, and planter mix. 0 Issued for Bidding: 32 93 00 -1 Ripley Design July 15, 2013 TECHNICAL SPECIFICATIONS POUDRE RIVER PUBLIC LIBRARY DISTRICT DIVISION 30— SITEWORK LIBRARY WALK DIAGONAL & STAGE IMPROVEMENTS 32 93 00 LANDSCAPING & PLANTING C. Planting Schedule: Indicating anticipated planting dates for exterior plants. 1.5 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. B. Planting Inspections: 1. The owner's representative shall inspect the staked location of all trees before digging for those trees occurs. 2. The 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, a planting review and preliminary inspection to determine the condition of the plantings will be held by the owner's representative upon request of the contractor. 2. The contractor shall have all planting areas free of weeds and neatly cultivated. All plant basins shall be in good repair. Irrigation systems shall be fully operational with all heads properly adjusted. All debris and litter shall be cleaned of soil and debris left from planting operations. The inspection shall not occur until these conditions are met. 3. If, after the inspection, the owner's representative is of the opinion that all work has been performed as per the contract documents, and that all plant materials are in satisfactory growing condition, he will give the contractor written notice of acceptance and the 60 day maintenance period shall begin. 4. Work requiring corrective action in the judgment of the owner's representative shall be performed within the first ten (10) days of the maintenance period. Any work not performed within this time will necessitate an equivalent extension of the maintenance period. 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 maintenance period, the final inspection shall be performed. 2. If, after the inspection, the owner's representative is of the opinion that all work has been performed as per the contract documents, and that all plant materials are in satisfactory growing condition, he will give the contractor written notice of acceptance and completion of the formal maintenance period. 3. Final approval will not be given until all deficiencies are corrected. 1.6 GUARANTEE: A. All trees, shrubs, perennials, and other plant materials except any annuals shall be guaranteed to take root and grow and thrive for a period of 2 years after final acceptance of the work. B. Any trees, shrubs or evergreens 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. Issued for Bidding: 32 93 00 - 2 Ripley Design July 15, 2013 TECHNICAL SPECIFICATIONS POUDRE RIVER PUBLIC LIBRARY DISTRICT DIVISION 30 — SITEWORK LIBRARY WALK DIAGONAL & STAGE IMPROVEMENTS 32 93 00 LANDSCAPING & PLANTING C. Within 15 days of written notification by the owner, remove and replace all guaranteed plant materials, which for any reason, fail to meet requirement of guarantee. Replacement planting for trees shall be done in the spring planting season only, except as approved otherwise. Replacements shall be made to same specifications required for original materials and shall carry the same guarantee from the time they are replaced. 1.7 QUALITY ASSURANCE: A. Tagging: Tag all woody plants clearly identifying species. Identify herbaceous plants in flats or pots with plant stakes or labels, individually or in groups (flats of same species). B. Quality- 1. All plants will have well formed buds with size normal for the species. Growth increments of shoots for the previous year shall be of a length that is consistent with normal growth for that season. 2. Plant material shall be furnished in quantities required to complete work as indicated on the Drawings and shall be of species, varieties, sizes, etc., as specified. 3. All plants shall be free of harmful insects, mites, disease, and mechanical injuries to trunks and major scaffold branches. 4. Conform to the requirements of the Colorado Nursery Act. 5. The plants supplied under these specifications shall consist of plants coming from propagation houses, beds, frames or nurseries. "Collected stock' will not be accepted unless specified or as an approved substitute. All plants shall conform to the latest Colorado Standards for Nursery Stock, Colorado Department of Agriculture. C. Substitutions: Will be allowed only when specified material is proved unavailable and only with • approval 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. D. Contractor Qualifications: The work of this section shall be performed by an experienced landscape Contractor having not less than 5 years successful experience in landscape projects of similar size and scope as this project. E. Contactors Field Supervision: Maintain an experienced full-time supervisor on the Project site during times that landscaping work is in progress who is a certified Landscape Technician (CLT). Growing Areas: 1. Provided trees and shrubs grown in one of the following areas: a. Colorado Grown: Trees and shrubs grown in Colorado nursery fields for major portion of plant life. b. Out of State Container Grown: Plants from hardiness zones other than 1 through 5 that have been acclimated to site conditions at the time of planting. C. Northern Grown: Trees and shrubs grown in nurseries for at least one year in USDA Hardiness Zones 1-4. G. Planting Season: Unless otherwise agreed by Owner's Representative, balled and burlapped and machine -dug trees shall be planted in one of two planting seasons within a calendar year, namely, when plants are dormant in early spring and early fall no later than mid -October. Either of these seasons shall comprise that period of time in spring or fall that favors the recovery of plants from transplanting and encourages that resumption of healthy growth at the planting site. 0 Issued for Bidding: 32 93 00 - 3 Ripley Design July 15, 2013 TECHNICAL SPECIFICATIONS POUDRE RIVER PUBLIC LIBRARY DISTRICT DIVISION 30 — SITEWORK LIBRARY WALK DIAGONAL & STAGE IMPROVEMENTS 32 93 00 LANDSCAPING & PLANTING H. Inspection: The Owner's Representative reserves the right to inspect trees and shrubs either at place of growth or at site before planting, for compliance with requirements for name, variety, size, and quality. All plant material must be acceptable to the Owner's Representative. I. Pre -Planting inspection: Owner's Representative will stake locations and tag -rejected materials. J. Topsoil Analysis: Furnish soil analysis by a qualified soil -testing laboratory. Report suitability of topsoil for plant growth. State -recommended quantities of nitrogen, phosphorus, and potash nutrients and soil amendments to be added to produce satisfactory topsoil. 1.8 DELIVERY, STORAGE, AND HANDLING: A. All plants shall be dug to conform to the minimum standards set forth in the most current Rules and Regulations to the Colorado Nursery Act (as amended). All plants shall be stored and shipped under conditions of temperature, light and moisture sufficient to maintain the continuing viability and vigor of the stock so that it will grow in a form characteristic of the species when planted and given appropriate after -planting care. B. The root system shall be kept moist and plants shall be protected from adverse conditions due to climate and transportation, between the time they are dug and actual planting. C. Schedule and coordinate delivery and planting with other landscape work in such a manner that 'plants will not be in a site holding area more than one day prior to planting unless special arrangements are made to care for and secure unplanted material. D. Do not prune trees and shrubs before delivery. Protect bark, branches, and root systems from sun scald, drying, sweating, whipping, and other handling and tying damage. Do not bend or bind -tie trees or shrubs in such a manner as to destroy their natural shape. Provide protective covering of exterior plants during delivery. Do not drop exterior plants during _delivery and handling. 1.9 PROJECT CONDITIONS: A. Open Holes or Pits: No Hole or pit shall remain open without safety devices to protect the Owner from liability for personal injury. B. Preservation of Properties: The Contractor shall be responsible for the preservation of all public or private property including: existing trees, shrubs, turf, fences, and other landscape features. If any direct or indirect damage or injury is done to public or private properties by or on account of any act, omission, neglect or misconduct in the execution of the work, on the part of the Contractor, such property shall be restored by the Contractor, at his expense. Restoration shall be to a condition similar or equal to that existing before such damage or injury in such other manner as may be acceptable to the Owner. C. Utilities: Locate underground utilities and perform work in a manner to avoid damage. Hand excavate as required. Maintain stakes until removal is approved. D. Excavation: During excavation when conditions detrimental to plant growth are encountered, such as rubble fill, adverse drainage conditions, or other obstructions, notify the Owner's Representative before planting. All excavation within existing tree drip line areas shall be Issued for Bidding: 32 93 00 - 4 Ripley Design July 15, 2013 TECHNICAL SPECIFICATIONS DIVISION 30 — SITEWORK 32 93 00 LANDSCAPING & PLANTING POUDRE RIVER PUBLIC LIBRARY DISTRICT LIBRARY WALK DIAGONAL & STAGE IMPROVEMENTS performed with hand tools. Excavation shall avoid damage to existing tree roots. Adjust depth of excavation as necessary to avoid tree root damage. E. Protection of Persons and Property: Barricade open excavations occurring as part of this work and post warning lights. Operate warning lights as recommended by authorities having jurisdiction. 1.10 COORDINATION AND SCHEDULING: A. Plant trees and shrubs after final grades are established and prior to planting of lawns, unless otherwise acceptable to the Owner's Representative. If planting of trees and shrubs occurs after lawn work, protect lawn areas and promptly repair damage to lawns resulting from planting operations. B. Coordinate planting and schedule with installation of irrigation system to ensure that neither operation will damage the other. Insure system is operating to provide adequate water. PART 2-PRODUCTS 2.1 SOIL AMENDMENTS / FERTILIZERS / MULCHES: A. Compost: Al Organics (970-454-3492) Premium 3, or approved equal B. Peat Moss: 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. C. Top Soil: On -site topsoil (located in stockpile on -site) for use in backfill mix. D. Fertilizers: 1. Tablets for tree and shrub planting - "The Pill" by Agriform with 20-10-5 analysis, 21 gram size or equal. 2. Fertilizers for grass (sod), shrub, and tree planting shall be commercial type of uniform composition, free flowing, and conforming to the applicable State and Federal laws. Submit manufacturer's guaranteed analysis as required in 1.03. Guaranteed analysis shall be designed to conform with amendment requirements given in Part 3, "Execution." E. Mulches: 1. Washed River Rock Cobble Mix (Mix per ratio below): a. 30%: 3/8" Pea Gravel by Pioneer Sand and Gravel (970 223 4505) b. 30%: 2" to 4" Horizon by Pioneer Sand and Gravel (970 223 4505) C. 40%: 11/2' Local River Rock by Pioneer Sand and Gravel (970 223 4505) 2. Wood Mulch: a. Wood Mulch shall be shredded Spruce Mulch (Pioneer, 970 223 4505) or approved equal. Or to be supplied by City of Fort Collins Forestry Department, contractor will be responsible for hauling and distributing provided material from Forestry storage yard to site. b. Mulch shall be free of noxious weed seed, fungus, disease, and all foreign material harmful to plant life. Submit sample. Chipper chips, pole peelings, or other angular bark chips are not acceptable Issued for Bidding: 32 93 00 - 5 Ripley Design July 15, 2013 I* 491 TECHNICAL SPECIFICATIONS POUDRE RIVER PUBLIC LIBRARY DISTRICT DIVISION 30—SITEWORK LIBRARY WALK DIAGONAL & STAGE IMPROVEMENTS 32 93 00 LANDSCAPING & PLANTING • F. Landscape Fabric: 4oz. per sq. yd spun (not woven) polypropylene fabric, Mirafi Mirascape or approved equal. Place weed barrier beneath all mulched areas except ground cover/perennial areas. G. Planter Mix: 1. Fafard 4P potting mix a. Canadian Sphagnum Peat Moss (45%), b. processed pine bark, perlite, vermiculite, starter C. nutrients, wetting agent & Dolomitic limestone d. Bulk density: 12 to 15 lbs. e. pH range: 5.5 to 6.5 after wetting. 2. American Clay Works 857 Bryant Street Denver, CO 80204 (303)534-4044 2.2 TOPSOIL: A. Topsoil: Where imported topsoil is required or used, it shall be a loam, sandy loam, clay loam, and sandy clay loam as designated in the Standard Soil Texture Chart. Imported topsoil will be paid for at the unit price included on the bid schedule for the contract. At least ten (10) days prior to the topsoil delivery, notify the Owner's Representative of the source(s) from which the topsoil is to be furnished. Topsoil shall be furnished by the Contractor and shall be a natural, friable soil representative of productive soils in the vicinity. It shall be obtained from the top six inches (6") of "A" horizon soils in well -drained areas, and shall be free of admixture of subsoil, large clods, foreign matter, objects larger than one inch in any dimension, toxic substances, and any material or substances that may be harmful to plant growth including natural soils. Provide . horticulture soils analysis on all imported topsoil. B. Topsoil delivered to the site shall have an acidity range of pH 6.0 to 7.5 and shall contain not less than three percent (3%) organic matter as determined by loss on ignition of moisture -free samples dried at 1000 Centigrade. Topsoil shall have salt less than 2 mmhos/cm and a sodium absorption ratio of less than twelve (12). Provide topsoil from loam, silt loam, clay loam or sandy loam texture classifications from Standard Soil Texture Chart to meet the following requirements: loam — less than sixty percent (60%); more than forty percent (40%); silt — more than seventy percent (70%); clay — less than thirty percent (30%). 0 C. The Owner's Representative reserves the right to inspect imported topsoil at its source to determine whether or not it meets the requirements specified and to approve the depth to which it may be stripped. The Contractor shall submit a two (2) gallon sample of proposed topsoil to the Owner's Representative a minimum of to (2) weeks prior to delivery of topsoil on the site. Sample shall be collected from a minimum of five (5) random areas of the topsoil source and shall be thoroughly mixed as one (1) sample. D. Imported topsoil shall meet the following mechanical analysis: Passing % Retained % 1 inch screen 100 0-0 '/2 inch screen 97-100 0-3 No. 100 mesh sieve 60-40 40-60 Issued for Bidding: 32 93 00 - 6 Ripley Design July 15, 2013 City of Fort Collins Purchasing ADDENDUM NO. 1 SPECIFICATIONS AND CONTRACT DOCUMENTS Financial Services Purchasing Division 215 N. Mason St. 2od Floor PO Box 580 Fort Collins, CO 80522 970.221.6775 970.221.6707 tcgov. com/purchasing Description of BID 7536: Diagonal Walk & Stage Improvements for Poudre River Public Library District OPENING DATE: 3:00 PM (Our Clock) August 13, 2013 To all prospective bidders under the specifications and contract documents described above, the following changes/additions are hereby made and detailed in the following sections of this addendum: Exhibit 1 — Questions & Answers Please contact John Stephen, CPPO, LEED AP, Senior Buyer at (970) 221-6777 with any questions regarding this addendum. RECEIPT OF THIS ADDENDUM MUST BE ACKNOWLEDGED BY A WRITTEN STATEMENT ENCLOSED WITH THE BID/QUOTE STATING THAT THIS ADDENDUM HAS BEEN RECEIVED. Addendum 1 7536 Diagonal Walk & Stage Improvements for Poudre River Public Library District Page 1 of 2 • • SECTION 00400 SUPPLEMENTS TO BID FORMS 00410 Bid Bond 00420 Statement of Bidder's Qualifications 00430 Schedule of Subcontractors • • 0 TECHNICAL SPECIFICATIONS POUDRE RIVER PUBLIC LIBRARY DISTRICT DIVISION 30 — SITEWORK LIBRARY WALK DIAGONAL & STAGE IMPROVEMENTS 32 93 00 LANDSCAPING & PLANTING 2.3 BIORETENTION SAND MEDIA (RAIN GARDEN AREA): • A. Bioretention Sand Media (BSM) shall be uniformly mixed, uncompacted, free of stones, stumps, roots, or other similar objects larger than two inches. No other materials or substances shall be mixed or dumped within the bioretention area that may be harmful to plant growth or prove a hindrance to the facility's function and maintenance. B. BSM shall be free of plant or seed material of non-native, invasive species, or weeds. C. Fully mixed BSM shall be tested prior to installation and meet the following criteria: 1. P-Index of less than 30 2. pH of 5.5-6.5. Should pH fall outside of the acceptable range, it may be modified with lime (to raise) or iron sulfate plus sulfur (to lower). The lime or iron sulfate must be mixed uniformly into the B6M prior to use in the bioretention facility. 3. Cation Exchange Capacity (CEC) greater than 10 4. Phosphorous (Phosphate, P205) not to exceed 69 ppm 5. BSM that fails to meet the minimum requirements shall be replaced at the Contractor's expense. D. BSM shall be delivered fully mixed in a drum mixer. Onsite mixing of piles will not be allowed. Mixing of the BSM to a homogeneous consistency shall be done to the satisfaction of the Owner. E. BSM MATERIALS: 1. Sand a. BSM shall consist of 60-70% sand by volume meeting ASTM C-33. 2. Shredded Paper: a. BSM shall consist of 5-10% shredded paper by volume. b. Shredded paper shall be loosely packed, approximate bulk density of 50-100 Ibs/CY. C. Shredded paper shall consist of loose leaf paper, not shredded phone books, and shall be thoroughly and mechanically mixed to prevent clumping. 3. Topsoil: a. BSM shall consist of 5-10% topsoil by volume. b. Topsoil shall be classified as sandy loam, loamy sand, or loam per USDA textural triangle with less than 5% clay material. C. Onsite, native material shall not be used as topsoil. d. Textural analysis shall be performed on topsoil, preferably at its source, prior to including topsoil in the mix. e. Topsoil shall be free of subsoil, debris, weeds, foreign matter, and any other material deleterious to plant health. f. Topsoil shall have a pH range of 5.5 to 7.5 and moisture content between 25-55%. g. Contractor shall certify that topsoil meets these specifications. 4. Leaf Compost: a. BSM shall consist of 10-20% leaf compost by volume. b. Leaf compost shall consist of Class 1 organic leaf compost consisting of aged leaf mulch resulting from biological degradation and transformation of plant -derived materials under controlled conditions designed to promote aerobic decomposition. C. The material shall be well composted, free of viable weed seeds and contain material of a generally humus nature capable of sustaining growth of vegetation, with no materials toxic to plant growth. d. Compost shall be provided by a local US Composting Council Seal of Testing Assurance (STA) member. A copy of the provider's most recent independent STA test report shall be submitted to and approved by the Owner prior to delivery of BSM to the project site. Issued for Bidding: 32 93 00 - 7 Ripley Design July 15, 2013 TECHNICAL SPECIFICATIONS POUDRE RIVER PUBLIC LIBRARY DISTRICT DIVISION 30— SITEWORK LIBRARY WALK DIAGONAL & STAGE IMPROVEMENTS 32 93 00 LANDSCAPING & PLANTING • e. Compost material shall also meet the following criteria: 1) 100 percent of the material shall pass through a 1/2 inch screen 2) PH of the material shall be between 6.0 and 8.4 3) Moisture content shall be between 35 and 50 percent 4) Maturity greater than 80 percent (maturity indicator expressed as percentage of germination/vigor, 80+/80+) 5) Maturity indicator expressed as Carbon to Nitrogen ration < 12 6) Maturity indicator expressed as AmmoniaN/NitrateN Ratio <4 7) Minimum organic matter shall be 40 percent dry weight basis 8) Soluble salt content shall be no greater than 5500 parts per million or 0- 5mmhos/cm 9) Phosphorus content shall be no greater than 325 parts per million 10) Heavy metals (trace) shall not exceed 0.5 parts per million 11) Chemical contaminants: meet or exceed US EPA Class A standard, 40 CFR 503.13, Tables 1 & 3 levels.. 12) Pathogens: meet or exceed US EPA Class A standard, 40 CFR 503.32(a) levels 2.4 EDGING: A. Concrete header curb per plan details. 2.5 STEEL EDGING: A. ASTM A101 1/A101 1M, rolled edge, 4" x1/8", standard steel edging fabricated in sections with loops stamped from or welded to face 30" apart to receive stakes. Provide factory painted steel with tamped steel stakes. Ryerson steel edging or equal with safety cap. 2.6 MATERIALS FOR STAKING AND GUYING: A. Stakes: 2" pealed wood posts. B. Flags: Provide standard survey's plastic flagging tape 6" long. C. Ties: Fabric: Nylon or rubberized cloth straps, 2" x length required. D. Tree Wrap: Nurseryman's standard crepe tree wrap tape not less than 4" wide, consisting of two layers of crinkled paper cemented together with bituminous material and with a stretch factor of 33%. E. Tree Guys: 1. Anchors: Metal T-posts, 2 feet long. 2. Wires: Galvanized 12-gauge wire. 3. Hose Collars: Fabric reinforced rubber hose: collar diameter 4. Cable Clamps: Galvanized. 5. Turnbuckles: 6" in open aluminum turnbuckle; eye and fittings 5/6" in diameter; 4-14" take-up. 2.7 BOULDERS & CRUSHER FINES: A. Granite River Boulders: Issued for Bidding: 32 93 00 - 8 Ripley Design July 15, 2013 TECHNICAL SPECIFICATIONS POUDRE RIVER PUBLIC LIBRARY DISTRICT DIVISION 30 — SITEWORK LIBRARY WALK DIAGONAL & STAGE IMPROVEMENTS 32 93 00 LANDSCAPING & PLANTING 1. Size: per drawings • 2. At least one dimension of boulder's height, length and width shall meet minimum size requirement, remaining dimensions (height, length or width) shall be a minimum 3/4 of required size. 3. River boulder must come from same source be in the same color range and shall be presented to the landscape architect or owner's representative for approval, prior to installation. B. Crusher Fines: 3/8" Minus, Color: Buff, Breeze, by Pioneer Sand and Gravel (970 223 4505) C. Sandstone Boulders: 1. Masonville Buff Sandstone Slabs 2. Minimum Size: per drawings 3. All boulders shall have seam or bed faces 2.8 TREE & SHRUB MATERIALS (>5#) A. Inspection: All plants shall be subject to inspection by a designated party prior to delivery if Owner/Representative so specifies. Plants that do not conform to specifications will be rejected and replaced at the expense of the Contractor. Plants that do not appear to conform to the Colorado Standards for Nursery Stock may be subject to official inspection by a representative of the Colorado Department of Agriculture. If any plant or plants are condemned by the Colorado Department of Agriculture, replacement with plants that conform to the Colorado Standards for Nursery Stock will be at the expense of the Contractor. B. Containers: All plants specified in containers shall be container -grown as defined by the • Colorado Nursery Act. C. Balled and Burlapped: All plants specified as balled and burlapped (B&B), shall conform to or exceed the minimum sizes specified in the Colorado Nursery Act. No balled and burlapped plant shall be accepted if the ball is broken or the trunk loose in the ball or viable roots exposed. D. Provide balled and burlapped, bare -root, container -grown trees as indicated on plant list. E. Shrub sizes indicated on Drawings are sizes after pruning. 2.9 SOD: A. Source: Commercial sod nursery; obtain the owner's representative's approval prior to delivery to site. B. Quality: Bluegrass sod shall be a blend of not less than three improved Kentucky Bluegrass varieties. Sod shall be healthy, field -grown sod, at least one year old, free from other grasses, weeds, insect eggs, diseases, stone and debris. Sod shall be a minimum of/<" thick, harvested in rolls and delivered to the site within 24 hours of harvesting. C. Protection: Handle sod so that it is adequately protected at all times from drying out, exposure of roots to sun, and from other injury. Issued for Bidding: 32 93 00 - 9 Ripley Design July 15, 2013 TECHNICAL SPECIFICATIONS POUDRE RIVER PUBLIC LIBRARY DISTRICT DIVISION 30 — SITEWORK LIBRARY WALK DIAGONAL & STAGE IMPROVEMENTS 32 93 00 LANDSCAPING & PLANTING 2.10 GROUND COVER PLANTS (#1<): A. Ground Cover: Provide ground cover of species indicated, established and well rooted in pots or similar containers, and complying with the Colorado Nursery Act. PART 3 - EXECUTION 3.1 EXAMINATION: A. Preconstruction: Prior to any excavation, the proper authority shall identify all underground utilities. Landscape Contractor shall be responsible for the location and identification of such utilities and other obstructions. B. Inspection: Examine the substrate in which the work is to be performed. Do not proceed until unsatisfactory conditions have been corrected. C. 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. D. Coordination: Coordinate work with other trades to insure proper sequencing of construction. • 3.2 SOIL PREPARATION: A. Grades have been established under work of another Section to within 1" 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. B. Weed and debris removal: All ground areas to be planted shall be cleaned of all weeds and debris prior to any soil preparation or grading work. Weeds and debris shall be disposed of off the site. C. Contaminated soil: Do not perform any soil preparation work in areas where soil is contaminated with cement, plaster, 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 parking area islands and plant areas shall be removed to a depth of 12" and replaced with soil. 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 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. E. Soil Loosening: Soil in all planting areas shall be hand -cultivated to a depth of four (4") inches. Water shall be added and cultivating shall be continued until the entire specified depth is loose and friable. Hand -cultivate in all drip -line areas (see excavation for trees, shrubs and perennials). All debris, pavement, concrete, and rocks over 2" in diameter shall be removed from the site. . F. Percolation Tests: Issued for Bidding: 32 93 00 -10 Ripley Design July 15, 2013 TECHNICAL SPECIFICATIONS DIVISION 30 — SITEWORK 32 93 00 LANDSCAPING & PLANTING POUDRE RIVER PUBLIC LIBRARY DISTRICT LIBRARY WALK DIAGONAL & STAGE IMPROVEMENTS 1. Check soil conditions for adequate air and water movement using standard percolation test for each area of differing soil conditions. 2. If percolation tests indicate that soils are not suitable for planting, notify the Owner's Representative before proceeding with planting. Provide required improvement for drainage. Costs for required improvements for drainage will be paid for by Change Order. G. Location of Plants: Location of all plants shall be inspected per 1. 5, "Pre -Planting Inspections." Staking may be performed by a representative of the Owner, such as an Owner's Representative or the originator of the plan, if the Owner so elects. Adjustment of plant locations to avoid existing tree roots is permitted, but overall plant quantities must be maintained unless approved by Owner's Representative. Reductions in plant quantities may require a credit to the Owner. Plant reductions must be approved by the Owner's Representative. H. Finish Grading: Grade planting beds to a smooth, uniform surface plane with loose, uniformly fine texture. Roll and rake, remove ridges, and fill depressions to meet finish grades. 3.3 SOIL CONDITIONING: A. After soil preparation has been completed and high and low spots graded, add 3 cubic yards of specified compost per 1,000 square feet and hand -till, making repeated passes with the cultivator to the depth specified until the amendments have been thoroughly mixed. Soil conditioning may be eliminated to dryland seed areas. 3.4 BIORETENTION SAND MEDIA: A. Placement Method 1. BSM material shall be spread evenly in horizontal layers. 2. Thickness of loose material in each layer shall not exceed 9-inches. 3. Compaction of BSM material is not required. 3.5 FINE GRADING: A. When weeding, soil preparation, and soil conditioning have been completed and soil has been thoroughly water; all planting areas should be smooth -graded, ready for placement of plant materials and for seeding and/or sodding. B. Grades: Finish grades shall conform to site grading plans and produce a smooth even surface without abrupt changes. Minor adjustments of finish grades shall be made at the direction of the owner's representative, if required. C. Drainage: All grades shall provide for natural runoff of water without low spots or pockets. Flow -line grades shall be accurately set and shall not be less than 2% gradient wherever possible. D. Shrub Areas: Finished grades shall be 1 '/i' below top of adjacent pavement, edging, curbs, or wall, unless otherwise indicated on the drawings. E. Lawn Areas: Finished grade shall be'/4" below top of adjacent pavement, curbs, or edging. F. Slopes: Tops and toes of all slopes shall be rounded to produce a gradual and natural - appearing transition between relatively level areas and slopes. Issued for Bidding: 32 93 00 - 11 Ripley Design July 15, 2013 0 • TECHNICAL SPECIFICATIONS POUDRE RIVER PUBLIC LIBRARY DISTRICT DIVISION 30 — SITEWORK LIBRARY WALK DIAGONAL & STAGE IMPROVEMENTS 32 93 00 LANDSCAPING & PLANTING 0 3.6 LAYING SOD: A. Apply controlled release fertilizer to the sod bed at the rate of 20 pounds per 1000 square feet of area. Roll the area to an evenly compacted firm soil bed. B. Moisten sod bed thoroughly. Lay sod smoothly, edge to edge, and with staggered joints. Butt edges tightly. Lay within eight hours after delivery. Do not lay sod closer than 24" from the center of shrubs and 12" from the trunks of trees. C. Water sod lightly as laying progresses to prevent drying of sod. D. After sod is laid, irrigate thoroughly so that water penetrates soil to a depth of 6". When surface of grass has dried, roll sod with a light roller diagonally, leveling irregularities and sealing joints. 3.7 PLANTING TREES AND SHRUBS: A. Bare Root Stock: Set bare root stock on cushion of planting soil mixture. Spread roots and carefully work backfill around roots by hand and puddle with water until backfill layers are completely saturated. Plumb before backfilling and maintain plumb while working back backfill around roots and placing layers above roots. Remove injured roots by cutting cleanly. B. Container Grown Stock: Set plants as specified for balled and burlapped stock after removal from container. In -ground fabric bag -grown stock shall meet the minimum fabric grown diameters stated in Section 26-2.13 Specifications for In -Ground Fabric bag -Grown Stock of the Colorado Nursery Act Rules and Regulations. . C. Mechanical Spade Planting: Existing trees noted to be relocated on landscape plans shall be spade relocated or an alternate method approved by the City Forester. Utilize protective plywood to protect existing turf from tree relocations. The contractor is responsible for the repair of any turf damaged at the contractor's expense by equipment used for the relocation of existing trees. Coordinate with City Arborist prior to relocating trees. D. Planting: 1. General - Do not install plant materials until all construction work has been completed and sprinkler systems have been installed and tested. Planting areas shall have been graded and prepared as herein specified and shall have been approved by the owner's representative. 2. Carefully remove stock from containers to avoid breaking the root ball. Do not lift or handle container plants by tops, stems, or trunks at any time. 3. Plant conifers so that the top of the ball is higher than ground level and cover with 112" of conditioned soil, gently sloping down to ground level. All other plants shall be set so that, when settled the natural grade in the container or the top of the soil ball will be flush with surrounding grades. 4. Build a four (4") inch high berm around edge of root ball to form a basin for holding water (omit for all conifers). No basin is required for trees planted in lawn areas. Fill basin with - water, being careful not to break down berm with hose stream. 5. Fertilize trees and shrubs by placing 21 gram fertilizer tablets three (3") inches laterally and three (3") inches from top of root ball as follows: 1 for 1-gallon containers, 3 for 5- gallon containers and 5 for balled and burlapped material. 6. Untie and remove all burlap from root ball on balled and burlapped material. Remove wire baskets from sides of root balls. 7. Backfill one-half ( 'h ) of remaining hole with backfill mixture and water in thoroughly before placing any more backfill, firming down to eliminate all air pockets without packing • the soil. Issued for Bidding: 32 93 00 - 12 Ripley Design July 15, 2013 TECHNICAL SPECIFICATIONS DIVISION 30 — SITEWORK 32 93 00 LANDSCAPING & PLANTING POUDRE RIVER PUBLIC LIBRARY DISTRICT LIBRARY WALK DIAGONAL & STAGE IMPROVEMENTS 8. 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. E. 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 1.5, "Planting Inspections." 2. Excavate holes to be the same depth as the root ball and two times the diameter of the root ball wide. 3. The sides of the holes shall be roughened to remove any compacting or "glazing" caused by the digging operation. 4. Fill the entire hole with water and allow to drain completely. Contractor should notify owner's representative if a pit does not drain in a satisfactory time, then contractor should correct drainage problem by using a PVC drain or a gravel sump shall be installed. 5. Dispose of excavated soil off the site at no cost to the owner. F. Tree Wraps: Wrapping of tree trunks is optional depending upon species, age, time of year, plants and exposure. If tree wrap is specified, it shall be the standard crepe tree wrap and applied from the base upward to the second structural branch, overlapping 50 percent. Wrap shall only be applied to late summer and fall plantings and removed the following spring. G. Backfilling - Tree and shrub planting pits shall be backfilled with the following mix: 1. 80% on -site topsoil by volume (from owner's stockpile). 2. 20% peat moss by volume. 3. Five (5) pounds bone meal per cubic yard of backfill. H. The specified backfill materials shall be pre -mixed, and 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 two (2") inches in diameter. Backfill mix shall be delivered to each planting pit after mixing has occurred. Pre -mixed backfill mix shall be inspected per 1. 5, "Pre -Planting Inspections." 3.8 GROUND COVER & PERENNIAL PLANTING: A. Space ground cover as indicated on the drawings. B. Dig holes large enough to allow for spreading of roots and backfill with planting soil. Work plant placement around existing tree roots. Work soil around roots to eliminate air pockets and leave a slight saucer indentation around plants to hold water. Water thoroughly after planting, taking care not to cover crowns of plants with wet soils. C. Protect from hot sun and wind for several days. Remove protection when plants show evidence of recovery from transplanting shock. D. Mulch areas between ground cover plants; place not less than 4" thick. E. Backfill: 1. 80% on -site topsoil by volume (from owner's stockpile). 2. 20% peat moss by volume. 3. Five (5) pounds bone meal per cubic yard of backfill F. Broadcast controlled release fertilizer over the entire planting area at the rate of 20 pounds per 1000 square feet of area. • Issued for Bidding: 32 93 00 - 13 Ripley Design July 15, 2013 0 TECHNICAL SPECIFICATIONS POUDRE RIVER PUBLIC LIBRARY DISTRICT DIVISION 30— SITEWORK LIBRARY WALK DIAGONAL & STAGE IMPROVEMENTS 32 93 00 LANDSCAPING & PLANTING G. The specified back -fill materials shall be pre -mixed, and 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 two (2") inches in diameter. Pre -mixed back -fill mix shall be inspected per 1.5, "Pre -Planting Inspections." 3.9 EDGING: A. Header curb edging shall be installed prior to installation of sprinklers adjacent thereto. B. Install edging true to line and grade as indicated and detailed on the drawings. Edging shall be set flush with adjacent paving. C. Top of edging shall be'/<" above sod grade. 3.10 MULCHING: A. Dish top of backfill to allow for mulching. B. Mulch pits, trenches and planted areas. Provide 2" thickness of mulch and work into top of backfill and finish level with adjacent finish grades. C. Install weed -control barriers before mulching following manufacture's recommendations. Completely cover area to be mulched. Lap edges a minimum of 6". Only rock and shrub areas shall receive weed barrier. No weed barrier in perennial areas. D. All perennial beds shall be mulched with a three inch (3") layer of mulch specified on drawings. Omit weed barrier fabric. E. All shrub beds shall be mulched with a three inch (3") layer of mulch specified on drawings, over weed barrier, as specified on the drawings. F. All tree basins shall be mulched with a 4" layer of specified mulch. Do not place mulch in contact with tree trunk. 3.11 PRUNING: A. Any injured, dead or broken roots or branches shall be pruned in accordance with current recommended practices published by the ISA (International Society of Arboriculture). Unless otherwise specified, no pruning shall be done by the Contractor to limb -up, thin or shape a plant after planting. Such pruning shall be the sole responsibility of the Owner/Representative. B. Remove and replace excessively pruned or malformed stock resulting from improper pruning. C. Existing Spruce noted on the landscape plans are to be base pruned at the direction of the City Arborist. D. Remove all pruned plant material from the site. Issued for Bidding: 32 93 00 - 14 Ripley Design July 15, 2013 TECHNICAL SPECIFICATIONS POUDRE RIVER PUBLIC LIBRARY DISTRICT DIVISION 30 — SITEWORK LIBRARY WALK DIAGONAL & STAGE IMPROVEMENTS - 32 93 00 LANDSCAPING & PLANTING 3.12 STAKING AND GUYING: A. Staking and Guying: Staking and guying shall conform to the planting details. 3.13 CLEAN-UP AND PROTECTION: A. During landscape work, store materials and equipment where directed. Keep pavements clean and work area in an orderly condition. B. Protect landscape work and materials from damage due to landscape operations, operations by other trades and trespassers. Maintain protection during installation and maintenance periods. Treat, repair or replace damaged landscape work as directed. 3.14 PLANT MAINTENANCE A. Tree and Shrub Maintenance: Maintain plantings by pruning, cultivating, watering, weeding, fertilizing, restoring planting saucers, and resetting to proper grades or vertical position, as required to establish healthy, viable plantings. B. Ground Cover and Plant Maintenance: Maintain and establish plantings by watering, weeding, fertilizing, mulching, and other operations as required to establish healthy, viable plantings. C. Protect exterior plants from damage due to landscape operations, operations by other contractors and trades, and others. Maintain protection during installation and maintenance periods. Treat, repair, or replace damaged plantings. 3.15 INSPECTION AND ACCEPTANCE`. A. When the landscape work is complete, including maintenance, the Owner's representative will, upon request, make an inspection to determine acceptability. 1. The landscape work may be inspected for acceptance in parts as agreeable to the Owner's Representative, provided the work offered for inspection is complete, including maintenance, and that the area comprises one complete phase or,area of substantial size. B. Where inspected landscape work does not comply with the requirements, replace rejected work and continue specified maintenance until reinspected by the Owner's Representative and found to be acceptable. Replace all such plantings at one time and within 10 working days of notifications whether for acceptance or warranty inspections. Remove rejected plants and materials promptly from the project site. 3.16 CLEANING: A. Upon completion of work, clean adjacent streets and site paving of dirt and debris accumulation. END OF SECTION 32 93 00 L� Issued for Bidding: 32 93 00 - 15 Ripley Design July 15, 2013 • SECTION 00410 BID BOND KNOW ALL MEN BY THESE PRESENTS: that we, the undersigned G. L. Hoff Co. dba Hoff Co. Granite Re, Inc. ; as Principal, and as Surety, are hereby held and firmly bound unto the City of Fort Collins, of total amont of bid Colorado, as OWNER, in the sum of $ for the payment of which, well and truly to be made, we hereby jointly and severally bind ourselves, successors, and assigns. THE CONDITION of this obligation is such that whereas the Principal has submitted to the City of Fort Collins, Colorado the accompanying Bid and hereby made a parthereof to enter into a Construction Agreement for the construction of Fort Collins Project, Diagonal Walk and Stage Improvements Bid No. 7536 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 (property completed in accordai ce with said Bid) and shall furnish a BOND for his faithful performance of said Contract, and for payment of all persons performing labor or furnishing materials in connection therewith, and shall in all other respects perform the Agreement created by the acceptance~ of said Bid, then this obligation shall be void; otherwise the same shall remain in fort i and effect, it being expressly understood and agreed that the liability of the Surety for any and all claims hereunder shall, in no event, exceed the penal amount of this obligation as herein stated. i The Surety, for value received, hereby stipulates and agrees that the obligations of said Surety and its BOND shall be in no way impaired or affected by any extension of the time within which the OWNER may accept such Bid; and said Surety does hereby waive n, otice of any such extension. Surety Companies executing bonds must be authorized to transact business in the State of Colorado and be accepted by the OWNER. 0 IN WITNESS WHEREOF, the Principal and the Surety have hereunto set their hands and seals this of August 2013, 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: ram_ i . Hoff Co. dba Hoff Construction Address: 1815 West 12th Street SURETY Granite Re, Inc. 14001 Quaiibrook Drive Oklahoma City, OK 73134 'Diane Clementson Title: Attorney -in -Fact (SEAL) • No Text SECTION 00420 STATEMENT OF BIDDER'S QUALIFICATIONS All questions must be answered and the data given must be clear and comprehensive. This statement must be notarized. If necessary, questions may be answered on separate attached sheets. The Bidder may submit any additional information he desires. 1. Name of Bidder: GL Hoff Co dba Hoff Construction 2. 3. 4. 5. AA 7 L Permanent main office address: 1815 West 1 2th St. ,Loveland, CO 80537 When organized: January 1984, incorporated October, 1989 If a corporation, where incorporated: Colorado How many years have you been engaged in the contracting business under your present firm or trade name? 29 years Contracts on hand: (Schedule these, showing the amount of each contract and the appropriate anticipated dates of completion.) Thompson Schools, small jobs: $25,000. October 2013 Crop Production Services, $1,614,500. December 2013 General character of Work performed by your company: Commercial general contractor: We completed all types of structural & flatwork concrete and sitework with own forces. Have you ever failed to complete any Work awarded to you? If so, where and why? 9. Have you ever defaulted on a contract? no no • If so, where and why? 10. Are you debarred by any government agency? no If yes list agency name. 11. List the more important projects recently completed by your company, stating the approximate cost of each, and the month and year completed, location and type of construction. Please refer to the attached Completed Project information sheets 12. List your major equipment available for this contract. • CAT 320 Track excavator, IR track excavator, 928 CAT loader, two Bobcat skidsteer loaders, back hoe, motor grader dump truck, fork lift 13. Experience in construction Work similar in importance to this project: Please refer to the attached Completed Project sheets 14. Background and experience of the principal members of your organization, including officers: Please refer to the attached Resume information to • 15. Credit available: $ 150,000. 16. Bank Reference: Chase Bank, Loveland 17. Will you, upon request, fill out a detailed financial statement and furnish any other information that may be required by the OWNER? yes 18. Are you licensed as a General Contractor? Yes If yes, in what city, county and state? Fort Collins and others What class, license and numbers? #B- 19. Do you anticipate subcontracting Work under this Contract? yes If yes, what percent of total contract? Please refer to section 430 • And to whom? 20. Are any lawsuits pending against you or your firm at this time? no IF yes, DETAIL 21. What are the limits of your public liability? DETAIL 2 million Plus 2 million Umbrella What company? Bituminous, (agent: Flood & Peterson Inc.) 22. What are your company's bonding limitations? $500, 000. 23. The undersigned hereby authorizes and requests any person, firm or corporation to furnish any information requested by the OWNER in verification of the recital comprising this Statement of Bidder's Qualifications. • Dated at Loveland this 1 3thday of August 20 13 Company: GL Hoff Co dba Hof f construction By: T Printed: Miriam T Hoff Title: Secretary Treasurer State of Colorado County of Larimer Miriam T Hoff being duly sworn deposes and says that he is Sec.Treas... (Name) of Hoff Construction (Organization) and that the answers to the foregoing questions and all statements therein contained are true and correct. . Subscribed and sworn to before me this 1 3th day of August 2013 Sea Notary Public (,3 My commission expires: IIIA-A/-A015. 0 Caiora°.,x Completed Projects: 2013 CPS O Street Facility Hoff Construction provided complete project development, design, and construction services for the new Crop Production Services Facility used for the bulk storage and supply/delivery of chemical products for the region's agricultural community. The project includes the following features: Design -Build planning and permit process with our selected architect and engineering team Site development of an undeveloped 12 acre site including state erosion control permit requirements, site grading with import of approximately 10,000 ton of structural fill, site drainage improvements, soft surface paving and landscaping Construction of a 206 x 61 shop building with restroom facilities, a meeting/break room and an exterior loading dock Construction of a 45 x 70 concrete blending plant tank farm basin with adjacent 40 x 100 structural concrete loading pad capable of spill containment of a minimum of 1500 gallons of liquid product. Construction of the foundation pad for a 1 million gallon liquid storage tank (tank by others) with a structural concrete loading pad capable of spill containment of a minimum of 1500 gallons of liquid product Owner: Crop Production Services, Inc. 3005 Rocky Mountain Avenue Loveland, CO 80538 Contact: Martin Beauprez, project manager, 970-381-3929 Contract: $1,602,053. Completion: 12-2013 • 40 11 • Plaza and Streetscape Improvements for Old Town Library Hoff Construction completed the removal and replacement of architectural concrete flatwork, seat walls, site amenities, grading and restoration for the main entrance to the Old Town Public Library for the Poudre River Library District and the City of Fort Collins. Construction was phased to maintain customer access to the main library entrance throughout much of the project. Concrete work included a variety of concrete colors, aggregate, and finishes for a decorative entrance. Owner: Poudre River Library District Contact: Jill Burrell, E.I., Ditesco project manager Ditesco Services, 970-690-1889 1315 Oakridge Drive suite 120 Fort Collins, CO 80525 Contract: $200,225.89 Completion: June 2013 Big Thompson Elementary Playground Renovation This project included the complete renovation of the playground to enhance the school's Nature and Science Curriculum including: remove pea gravel, grade access road for upper playground, install drainage system and bio Swale area, and modify existing irri9gation system. We also installed a concrete curb at the sports field, installed crusher fines walkways, shrub landscape beds, landscape and gates. Owner: Thompson School District R2-J 800 S Taft Avenue, Loveland, CO 80537 Contact: Tim Mangina, project manager; 970-613-5382 Facilities Services, Thompson School District Contract: $143,399 Completion: July 2013 BF Kitchen Elementary Playground Improvements The project involved playground improvements at an existing elementary school, including demolition of existing backstop and equipment, site grading and installation of underground drainage system, concrete flatwork, new back stop and baseball infield, new irrigation system, decorative concrete, landscape preparation and installation of trees and sod, and relocation of existing ball piles and bike racks, and installation of playground surfacing. Owner: Thompson School District R2-J 800 S Taft Avenue, Loveland, CO 80537 Contact: Tim Mangina, project manager, 970-613-5382 Facilities Services, Thompson School District Contract: $171,399. Completion: August 2013 • EXHIBIT 1 — QUESTIONS & ANSWERS 1. Clarification: The Owner of this project is the Poudre River Public Library District. The City of Fort Collins is acting as an agent for the District. 2. Question: Is the anticipated Notice to Proceed (NTP) date a firm date? Answer: No, this date is flexible and will be agreed upon by both the Contractor and Library District. 3. Question: What will be used as a staging area? Answer: It is anticipated that parking spaces on Olive Street will be used for staging area. The selected Contractor is responsible for contacting parking services, procuring permits for these parking spaces, and including the pricing for the permits within the base bid. 4. Question: What is included in the electrical packages (base bid vs. alternate)? Answer: The base bid includes the uplights for the Annie boulders. This work includes.all material procurement and installation, trenching, conduit, wiring, and termination related to the uplights at the Annie boulders. The Lighting Alternate includes all material procurement and installation, • trenching, conduit; wiring, and termination related to the installation of the pedestrian poles and Tivoli light strands. The Stage Alternate includes all material procurement and installation, trenching, conduit, wiring, and termination related to the installation of the Stage work. E 5. Question: Who is responsible for tree trimming? Answer. The Contractor will be responsible for tree trimming. All tree trimming must be coordinated with the City of Fort Collins Forestry Department and must conform to the project plans and specifications. 6. Question: Will the asphalt driveway be available to the selected Contractor for drive access? Answer: Yes, the selected Contractor may use the asphalt driveway for site access. However, this area will not be available for materials staging. 7. Question: What areas are to be installed at 4" concrete thickness versus 6" concrete thickness as specified on Sheet SD1.0 concrete details 1 and 2? Answer. All concrete shown in the City of Fort Collins right-of-way (shown on sheet S1.0) and the concrete drive access (shown on sheet S2.0) will be installed to a thickness of 6"; all other concrete on the diagonal shall be installed at a 4" thickness. Addendum 1 7536 Diagonal Walk & Stage Improvements for Poudre River Public Library District Page 2 of 2 Completed Projects: 2012 0 Wall Fence at Highway 34 in Greeley: This project is the construction of 2550 LF of precast concrete wall fence along Highway 34 in the City of Greeley. The scope of work included traffic control, site clearing and demolition of existing fencing, construction of cast in place and precast decorative concrete wall panels, masonry and stone details, decorative metal fence and gate, and landscape seeding. Owner: City of Greeley 1000 10`h Street, Greeley, CO 80631 Designer: bha Design, Fort Collins, CO Contact: Rafael Samaniego, Project Manager City of Greeley, 970-336-4122 Contract: $422,479.80 Completion: August 2012 Recreation & Senior Services Center Landscape Renovation and Stake Park Sitework Project: This project includes demolition, clearing, grubbing, earthwork, landscaping, irrigation, concrete flatwork, cast in place concrete, concrete stairs, railings, steel coping, curb & gutter, retaining walls, sight furnishings, flagpole, lighting, signage, traffic/pedestrian control, and erosion control. Owner: City of Louisville 717 Main Street, Louisville, CO 80027 Contact: Dean Johnson, Parks Superintendent 303-335-4774 Contract: $202,900. Completion: August 2012 Izaak Walton Fishing Pier Construction of a handicapped accessible fishing pier constructed of concrete and steel with wood decking. The scope of work also included dewatering, grading and a crusher fines access trail from the existing park to the pier. Owner: City of Longmont 350 Kimbark Street, Longmont, Cl 80501 Contact: Steve Ransweiler, Project Manager 303-774-4532 Contract: $83,592.06 Completion: July 2012 0 Loading Dock and Paving Improvements Loading dock and site drainage improvements for a manufacturing building at Loveland Products: The scope of work included demolition of existing dock and installation of discharge pump and piping, manhole drainage basin, concrete dock construction, installation of dock leveling equipment, sitework and paving. Owner: Loveland Products Inc 14520 WCR 64, Greeley, CO 80631 Contact: Bob Bath, Project manager 970-356-8920 Contract: Dock: $120,506. Paving: $133,245. Completion: March, 2012 Metal Building Addition Construction of a metal building addition for a manufacturing and chemical storage building at Loveland Products: The scope of work included architectural and engineering designs, demolition of existing structure, sitework, structural concrete foundation and flatwork, metal building construction, membrane roofing, and fire protection. The project also involved construction of a structural • concrete containment area for an exterior chemical storage tank farm. Owner: Loveland Products, Inc. 14520 WCR 64, Greeley, CO 80631 Contact: Bob Bath, Project Manger 970-356-8920 Contract: $222,678. Completion: December, 2012 ADA Bathroom Remodel The project is an interior remodel of existing space at Berthoud High school into an ADA accessible restroom for special needs students. The scope of work includes carpentry, drywall, flooring casework, plumbing electrical and bathroom accessories. As school is in session, all work is schedule for after school hours and weekends. Owner: Thompson School District 800 South Taft Avenue Loveland, CO 80537 Contact: Tim Mangina, project Manager, 970-613-5382 Contract: 631345. Completion December, 2012 0 Thompson School District Service Contract for Concrete Services: 2006-2007, 2008- 2009, 2010-2011, 2012-2013 Hoff Construction has a two year renewable contract with the Thompson School District to provide Concrete Contractor Services. During this time we have completed many small concrete and site construction projects at district schools in Loveland and Berthoud. Thompson Schools has been very pleased with our work and has renewed our contract several times. Our scope of work has included: Remove and replace concrete steps, retaining walls, site excavation, site grading for drainage, installation of fill material, flatwork concrete including sidewalks, patios and small building slabs, curb and gutter, drive pans and aprons, concrete doweling, flag pole base and bollard installations. Contact: Ken Scritchfield, Materials & Procurement, 970-613-5140 Jay Earl, Bond Administrator, 970-613-5767 earlj@thompson.kl2.co.us Thompson School District 2890 North Monroe Loveland, CO 80538 Contract: 2006: $21,431.76 2007 $49,438.66 2008 $54,300.37 2009 $55,358.05 2010 $47,878.00 2011 $37,746.07 2012 $ 9,977.50 Completion: September 2013 Plaza & Streetscape Improvements for Old Town Library This project includes demolition of the existing entry area and construction of a new plaza and streetscape at the Old Town Library. The scope includes architectural concrete flatwork, site amenities, grading and restoration. Owner: Poudre River Library District 201 Peterson Street, Fort Collins, CO 80524 Agent: City of Fort Collins 215 North Mason, Fort Collins, CO 80524 Contact: Jill Burrell, Ditesco Project Manager 970-690-1889 Contract: 191,120. Completion: April, 2013 • 0 • FRCC Larimer Campus Sidewalk Repair Thus project includes removal and replacement of sidewalks in various area of the Front Range Community College Campus in Fort Collins. The project involves site specific safety to complete work while school and offices are in session as well as maintaining building access during construction. Owner: Front Range Community College 3645 W 1126 Avenue Westminster, CO 80031 Bryant Heberlein, Purchasing Coordinator 303-404-5510 Contact: Scott McKelvey, Director of Facilities Larimer Campus, 970-204-8255 Contract: $41,404.70 Completion: Maintenance Contract through June 2013 . FRCC Larimer Campus Building Repair Thus project includes exterior building repairs on several buildings on the Front Range Community College Campus in Fort Collins. Work includes roofing, painting, caulking, and masonry repairs. The project involves site specific safety to complete work while school and offices are in session as well as maintaining building access during construction. Owner: Front Range Community College 3645 W 112`h Avenue Westminster, CO 80031 Bryant Heberlein, Purchasing Coordinator 303-404-5510 Contact: Scott McKelvey, Director of Facilities Larimer Campus, 970-204-8255 Contract: $29,491.75 Completion: Maintenance Contract through June 2013 0 Completed Projects: 2011 Cardinal Glass We were the General Contractor for this new tempered glass manufacturing facility for Cardinal Glass CG. This fast track project was completed within 5 months and included the extensive remodel and upgrade of an existing 53,000 square foot manufacturing plant as well as the construction of a new 3400 square foot office building. The scope of work included demolition, utilities, sitework, concrete and asphalt paving, truck dock system, landscaping, removal and replacement of concrete floor, plumbing, HVAC, fire protection system, roofing, steel structure for manufacturing equipment, painting, cabinets and all interior finishes. The work was coordinated with the installation of automated manufacturing equipment. Owner: Chris Moore, Plant Manager, 970-669-6065 Cardinal Glass CG 999 North Van Buren Avenue Loveland, CO 80537 Engineer: Brent Leslie P.E. 253-474-9449 Sifts & Hill Engineers, Inc. 4815 Center St. Tacoma, WA 98409 Contract: $2,870,864. Completion: September 2011 Harmony Reservoir We were a subcontractor to Connell Resources. Our scope of work included both site concrete and structural concrete for the inlet structure at the Harmony Reservoir. We completed the reinforced concrete headwalls, concrete foundations, inlet structure, stairs, sidewalk, and access drive. Owner: Harmony Reservoir Contact: Dan Giesler, 970-223-3151 Connell Resources, Inc. 7785 Highland Meadows Parkway #100 Fort Collins, CO 80528 Contract: $53,928.75 Completion: January 2011 • • 0 • Early Childhood Playground Addition- Lincoln Elementary Construction of new playground including: sitework, new irrigation system, sod, sidewalks, curb cuts, concrete pads, drainage system, renovation of existing decks and ramps to the existing modular classrooms, signage and new fencing. Owner: Thompson School District R2-J 2890 North Monroe Avenue Loveland, CO 80538 Contact: Ken Contract: $83,721.00 Completion: July, 2011 Parkfield Lake Skate Park We completed the skate park portion of this city park as a subcontractor to the general contractor. Our work included concrete flatwork, retaining walls, steps, ledges as well as the specialty shotcrete skate park. Owner: City of Denver • Parkfield Lake Park, 5478 N. Chambers Rd, Denver, CO Contact: Kanten Russell, Principal, Project Manager 760-815-9335 ACTION Sport Development LLC Contract: $178,539.00 Completion: October, 2011 Lakeside Cemetery Irrigation Pump Station Replacement We were the general contractor for this project for the City of Loveland. The scope of work included the removal and replacement of the irrigation pump and the pump building. Owner: Merinda Bennett, Construction Coordinator, 970-962-2478 City of Loveland Parks and Recreation Dept. 500 East Third Street Loveland, CO 80537 Contract: $95,639. Completion: October, 2011 0 Dyno Nobel Hoff Construction was a subcontractor for Connell Resources at the Dyno Noble explosive manufacturing plant in Cheyenne, Wyoming. Our company completed concrete paving as well as concrete curb and gutter work at the facility parking lot. This is a secure site and every crew member on the site received site specific safety training and testing which included health testing, basic orientation and refinery training: Each employee also received a respirator, respirator fitting and training in the use of the respirator which they had with then while working at the site. General Contractor: Connell Resources 7785 Highland Meadows Parkway Fort Collins, CO 80528 Contact: Bill Anderson, Project Manager, 970-223-3151 Contract: $77,698. • 9 Resumes Gregory L. Hoff, President and Construction Superintendent For the past thirty five years, Greg has been involved with all aspects of construction. Greg established G.L. Hoff Company in 1984. Serving as president and project field superintendent, Greg is a driving force in the company. Graduating from Northeastern Junior College in 1972 with a degree in Civil Engineering, his early work included surveying and architectural design and drafting. He has held a Class B Commercial Contractor's License with the City of Fort Collins since 1976. Currently, Greg is an IBC licensed contractor in the cities of Fort Collins, Longmont and Boulder as well are other Colorado counties and the State of Colorado. Beginning in 1984, Greg established G.L. Hoff Company, a commercial general contracting company which specializes in all types of commercial construction including site work, excavation, structural concrete, and commercial and community buildings. As president and construction superintendent for G.L. Hoff Company, Greg supervises a wide variety of projects including, schools, churches, city and government projects, city park developments, as well as many light industrial and concrete construction jobs. Greg oversees project scheduling, review of construction procedures and specifications, and monitors quality control and safety enforcement on job sites. As president and construction supervisor, Greg works closely with project owners, architects and engineers throughout the project. Greg is an active member of the Loveland community. He has volunteered for Habitat for Humanity framing houses and also volunteered his time to supervise construction of the Women Build Habitat House in Loveland. Greg was an active member of the Loveland High Plains Arts Council for over 13 years and continues to be involved with the annual Sculpture in the Park Show. He served on the Loveland Construction Advisory Board for over 15 years. While serving as Chairman of this Board, the City adopted licensing for contractors. He also served on a review committee to study the International Building Code prior to its adoption by the City of Loveland Building Department. Joel S. Reger, Estimator and Project Manager Joel has a Bachelor of Science Degree in Construction Management from Colorado State University and over twenty years experience in the construction field. He has continued his education with estimating seminars including training with American Building Company's estimating Access workshop and Master Builder Computer System. He is also an active member of the Sigma Lambda Chi honorary national construction fraternity. During the past twenty one years, as the chief estimator with G.L. Hoff Company, Joel has compiled bids and development estimates for projects valued at up to five million dollars. As chief estimator, he directs the project bidding process as well as the review of specifications. He also works directly with project management, coordinating proposal requests and change orders with the architect or owner, overseeing material orders to insure that the project is completed in a timely manner and according to specifications. Joel is an important and effective member of every Design -Build project with G.L. Hoff Company. He works closely with the owner and architect to understand project goals and provide detailed project budgets and construction options to meet the owner's needs. Patrick R. Norris, Estimator/Project Manager Pat brings over thirty years of construction experience to his position as estimator and project manager. His background includes experience with residential, commercial and industrial construction. Pat began his career as a carpenter, form setter and equipment operator. With 18 years working as.a field foreman, he has a broad understanding of building methods and materials as well as site safety and personnel management. His knowledge of construction has enabled Pat to be an effective estimator and project manager. During the past 15 years, Pat has bid and managed projects valued up to $800,000. Since 2006, Pat has been the project manager for all Thompson School district concrete Services projects and has worked closely with the District Facilities Department. Robert C Lundin, Construction Foreman Rob has been working in construction since 1994 and he has experience in blueprint reading, faming, sitework, concrete formwork, structural foundations, concrete finishing and specialty finishes. Working as crew foreman for over twelve years, Rob has been has been an effective foreman with Hoff construction since 2005. i 0 • • SECTION 00430 SCHEDULE OF SUBCONTRACTORS List all subcontractors for the work items listed below and all subcontractors performing over 15% of the contract. ITEM Asphalt Landscape Electrical Traffic Control Survey SUBCONTRACTOR Rocky Mountain Pavement Hurr Sprinkler & Landscape Innovative Electric Northern Colo Traffic Control Landmark Engineering CONTRACT DOCUMENTS TABLE OF CONTENTS Section Pages BID INFORMATION 00020 Notice Inviting Bids 00020-1 - 00020-2 00100 Instruction to Bidders 00100-1 - 00100-9 00300 Bid Form 00300-1 - 00300-3 00400 Supplements to Bid Forms 00400-1 00410 Bid Bond 00410-1 - 00410-2 00420 Statements of Bidders Qualifications 00420-1 - 00420-3 00430 Schedule of Major Subcontractors 00430-1 CONTRACT DOCUMENTS 00500 Agreement Forms 00500-1 00510 Notice of Award 00510-0 00520 Agreement 00520-1 - 00520-6 00530 Notice to Proceed 00530-1 00600 Bonds and Certificates 00600-1 00610 Performance Bond 00610-1 - 00610-2 00615 Payment Bond 00615-1 - 00615-2 00630 Certificate of Insurance 00630-1 00635 Certificate of Substantial Completion 00635-1 00640 Certificate of Final Acceptance 00640-1 00650 Lien Waiver Release (Contractor) 00650-1 - 00650-2 00660 Consent of Surety 00660-1 00670 Application for Exemption Certificate 00670-1 - 00670-2 CONDITIONS OF THE CONTRACT 00700 General Conditions 00700-1 - 00700-34 Exhibit GC -A GC -All - GC-A2 00800 Supplementary Conditions 00800-1 - 00800-2 00900 Addenda, Modifications, and Payment 00900-1 00950 Contract Change Order 00950-1 - 00950-2 00960 Application for Payment 00960-1 - 00960-4 SPECIFICATIONS • • 0 SECTION 00500 AGREEMENTFORMS 00510 Notice of Award 00520 Agreement 00530 Notice to Proceed 0 • f� • SECTION 00510 NOTICE OF AWARD DATE: September 6, 2013 TO: GL Hoff Co. dba Hoff Construction PROJECT: 7536 Diagonal Walk & Stage Improvements for Poudre River Public Library District OWNER: POUDRE RIVER PUBLIC LIBRARY DISTRICT (hereinafter referred to as "the OWNER"), acting through its Agent, the City of Fort Collins You are hereby notified that your Bid dated August 13, 2013 for the above project has been considered. You are the apparent successful Bidder and have been awarded an Agreement for 7536 Diagonal Walk & Stage Improvements for Poudre River Public Library District. The Price of your Agreement is Three Hundred Forty -Seven Thousand Five Hundred Ninety - Three Dollars ($347,593.00), which is the sum of the Base Bid and Alternates 2 and 3, described as follows: 1. Base Bid: $230,206.00 The Work of this Contract consists of demolition, concrete sitework, architectural concrete finishing, grading, installation of architectural benches and tables, electrical bollard relocation, up -lighting artistic boulders, and installation of new artistic signage • at both ends of the project. 2. Lighting - Alternate 2: $112,657.00 The Work of this alternate consists of pedestrian and Tivoli light procurement and installation. All trenching, conduit, wiring, and termination related to the pedestrian poles and Tivoli light strands are included in this alternate. 3. Benches - Alternate 3: $4,730.00 The Work of this alternate consists of bench procurement and installation, etched plaque procurement and installation. These benches will be installed adjacent to the game board installed by the Elks. Three (3) copies of each of the proposed Contract Documents (except Drawings) accompany this Notice of Award. Three (3) sets of the Drawings will be delivered separately or otherwise made available to you immediately. You must comply with the following conditions precedent within fifteen (15) days of the date of this Notice of Award, that is by September 20, 2013. 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. 0 Failure to comply with these conditions within the time specified will entitle OWNER to consider • your Bid abandoned, to annul this Notice of Award and to declare your Bid Security forfeited. Within ten (10) days after you comply with those conditions, OWNER will return to you one (1) fully -signed counterpart of the Agreement with the Contract Documents attached. Poudre River Public Library District (hereinafter referre OWNER), acting trpugh its Agent, the Cit o rt Collins By: Gerry S. HPa Director of Purchasing & Risk Management • 0 SECTION 00520 AGREEMENT THIS AGREEMENT is dated as of the 6th day of September in the year of 2013 and shall be effective on the date this AGREEMENT is signed by the Poudre River Public Library District (hereinafter referred to as OWNER), acting through its Agent, the City of Fort Collins. Poudre River Public Library District (hereinafter called OWNER) and GL Hoff Co dba Hoff Construction (hereinafter called CONTRACTOR) OWNER and CONTRACTOR, in consideration of the mutual covenants hereinafter set forth, agree as follows: ARTICLE 1. WORK CONTRACTOR shall complete all Work as specified or indicated in the Contract Documents. The Project for which the Work under the Contract Documents may be the whole or only a part is defined as the construction of the 7536 Diagonal Walk & Stage Improvements for Poudre River Public Library District and is generally described in Section 01010. ARTICLE 2. ENGINEER The Project has been designed by Ripley Design Inc. Ditesco, who is hereinafter called ENGINEER and who will assume all duties and responsibilities • and will have the rights and authority assigned to ENGINEER in the Contract Documents in connection with completion of the Work in accordance with the Contract Documents. ARTICLE 3. CONTRACT TIMES 3.1 The Work shall be Substantially Complete within Seventy -Five (75) calendar days after the date when the Contract Times commence to run as provided in the General Conditions and completed and ready for Final Payment and Acceptance in accordance with the General Conditions within Seven (7) calendar days after the date when the Contract Times commence to run. 3.2. Liquidated Damages. OWNER and CONTRACTOR recognize that time is of the essence of this Agreement and that OWNER will suffer financial loss if the Work is not completed within the times specified in paragraph 3.1. above, plus any extensions thereof allowed in accordance with Article 12 of the General Conditions. They also recognize the delays, expenses and difficulties involved in proving in a legal preceding the actual loss suffered by OWNER if the Work is not completed on time. Accordingly, instead of requiring any such proof, OWNER and CONTRACTOR agree that as Liquidated damages for delay (but not as penalty) CONTRACTOR shall pay OWNER the amounts set forth hereafter. 1) Substantial Completion: 0 Five Hundred Dollars ($500.00) for each calendar day or fraction thereof that expires after the Seventy -Five (75) calendar day period for Substantial Completion of the Work until the Work is Substantially Complete. 2) Final Acceptance: After Substantial Completion, Two Hundred Fifty Dollars ($250.00) for each calendar day or fraction thereof that expires after the Seven (7) calendar day period for Final Payment and Acceptance until the Work is ready for Final Payment and Acceptance. ARTICLE 4. CONTRACT PRICE 4.1 OWNER shall pay CONTRACTOR for performance of the Work in accordance with the Contract Documents in current funds as follows: Three Hundred Forty -Seven Thousand Five Hundred Ninety -Three Dollars ($347,593.00), in accordance with Section 00300, attached and incorporated herein by this reference. ARTICLE 5. PAYMENT PROCEDURES CONTRACTOR shall submit Applications for Payment in accordance with Article 14 of the General Conditions. Applications for Payment will be processed by ENGINEER as provided in the General Conditions. 5.1. PROGRESS PAYMENTS. OWNER shall make progress payments on account of the Contract Price on the basis of CONTRACTOR's Application for Payment as recommended by ENGINEER, once each month during construction as provided below. All progress payments will be on the basis of the progress of the Work measured by the schedule of values established in paragraph 2.6 of the General Conditions and in the case of Unit Price Work based on the number of units completed, and in accordance with the General Requirements concerning Unit Price Work. 5.1.1. Prior to Substantial Completion, Owner will be entitled to withhold as contract retainage five percent (5%) of each progress payment, but, in each case, less the aggregate of payments previously made and less such amounts as ENGINEER shall determine, or OWNER may withhold, in accordance with paragraph 14.7 of the General Conditions. If , in the sole discretion of Owner, on recommendation of Engineer, Owner determines that the character and progress of the Work have been satisfactory to OWNER and ENGINEER, OWNER may determine that as long as the character and progress of the Work remain satisfactory to them, there will be no additional retainage on account of Work completed in which case the remaining progress payments prior to Substantial Completion will be in an amount equal to 100% of the Work completed. 95% of materials and equipment not incorporated in the Work (but delivered, suitably stored and accompanied by documentation satisfactory to OWNER as provided in paragraph 14.2 of the General Conditions) may be included in the application Section 00520 Page 3 for payment. 5.1.2. Upon Substantial Completion payment will be made in an amount sufficient, if necessary, to increase total payments to CONTRACTOR to 40 95% of the Contract Price, less such amounts as ENGINEER shall determine or OWNER may withhold in accordance with paragraph 14.7 of the General Conditions or as provided by law. 5.2. FINAL PAYMENT. Upon Final Completion and Acceptance of the Work in accordance with paragraph 14.13 of the General Conditions, OWNER shall pay the remainder of the Contract Price as recommended by ENGINEER as provided in said paragraph 14.13. ARTICLE 6. CONTRACTOR'S REPRESENTATION In order to induce OWNER to enter into this Agreement, CONTRACTOR makes the following representations: 6.1. CONTRACTOR has familiarized himself with the nature and extent of the Contract Documents; Work, site, locality, and with all local conditions and Laws and Regulations that in any manner may affect cost, progress, performance or furnishing of the Work. 6.2. CONTRACTOR has studied carefully all reports of explorations and tests of subsurface conditions and drawings of physical conditions which are identified in the Supplementary Conditions as provided in paragraph 4.2 of the General Conditions. 6.3. CONTRACTOR has obtained and carefully studied (or assumes responsibility for obtaining and carefully studying) all such examinations, investigations, explorations, tests, reports, and studies (in addition to or to • supplement those referred to in paragraph 6.2 above) which pertain to the subsurface or physical condition at or contiguous to the site or otherwise may affect the cost, progress, performance or furnishing of the Work as CONTRACTOR considers necessary for the performance or furnishing of the Work at the Contract Price, within the Contract Times and in accordance with the other terms and conditions of the Contract Documents, including specifically the provisions of paragraph 4.2 of the General Conditions; and no additional examinations, investigations, explorations, tests, reports, studies or similar information or data are or will be required by CONTRACTOR for such purposes. 6.4. CONTRACTOR has reviewed and checked all information and data shown or indicated on the Contract Documents with respect to existing Underground Facilities at or contiguous to the site and assumes responsibility for the accurate location of said Underground Facilities. No additional examinations, investigations, explorations, tests, reports, studies or similar information or data in respect of said Underground Facilities are or will be required by CONTRACTOR in order to perform and furnish the Work at the Contract Price, within the Contract Times and in accordance with the other terms and conditions of the Contract Documents, including specifically the provision of paragraph 4.3. of the General Conditions. 6.5. CONTRACTOR has correlated the results of all such observations, examinations, investigations, tests, reports and data with the terms and conditions of the Contract Documents. • 6.6. CONTRACTOR has given ENGINEER written notice of all conflicts, errors • or discrepancies that he has discovered in the Contract Documents and the written resolution thereof by ENGINEER is acceptable to CONTRACTOR. ARTICLE 7. CONTRACT DOCUMENTS 7.1 The Contract Documents which comprise the entire Agreement between OWNER and CONTRACTOR concerning the Work consist of the General Conditions, Supplementary Conditions, those items included in the definition of "Contract Documents" in Article 1.10 of the General Conditions, and such other items as are referenced in this Article 7, all of which are incorporated herein by this reference. 7.2 Forms for use by CONTRACTOR in performing the Work and related `actions in carrying out the terms of this Agreement are deemed Contract Documents and incorporated herein by this reference, and include, but are not limited to, the following: 7.2.1 Certificate of Substantial Completion 7.2.2 Certificate of Final Acceptance 7.2.3 Lien Waiver Releases 7.2.4 Consent of Surety 7.2.5 Application for Exemption Certificate 7.2.6 Application for Payment 7.3 Drawings, consisting of a cover sheet and sheets numbered as follows: • SHEET NO. DESCRIPTION GN 1.0 GENERAL NOTES D 1.0 EXISTING CONDITIONS/DEMO PLAN S 1.0 SITE PLAN - NORTHWEST S 2.0 SITE PLAN - CENTRAL S 3.0 SITE PLAN - SOUTHEAST E 0 ELECTRICAL- LEGEND, SPECIFICATIONS E 0.1 ELECTRICAL SITE PLAN - NORTHWEST E 0.2 ELECTRICAL SITE PLAN - CENTRAL E 0.3 ELECTRICAL SITE PLAN - SOUTHEAST E 0.4 ELECTRICAL SITE PLAN - STAGE G 1.0 GRADING PLAN L 1.0 LANDSCAPE PLAN - NORTHWEST L 2.0 LANDSCAPE PLAN - CENTRAL L 3.0 LANDSCAPE PLAN - SOUTHEAST SD 1.0 SITE DETAILS SD 2.0 SITE DETAILS SD 3.0 SITE DETAILS SD 4.0 SITE DETAILS The Contract Drawings shall be stamped "Final for Construction" and dated. Any revisions made shall be clearly identified and dated. 7.4. Addenda Numbers 1 to 1, inclusive. 7.5. The Contract Documents also include all written amendments and other documents amending, modifying, or supplementing the Contract Documents pursuant to paragraphs 3.5 and 3.6 of the General Conditions. • . 7.6. There are no Contract Documents other than those listed or incorporated by reference in this Article 7. The Contract Documents may only be amended,, modified or supplemented as provided in paragraphs 3.5 and 3.6 of the General Conditions. ARTICLE 8. MISCELLANEOUS 8.1. Terms used in this Agreement which are defined in Article I of the General Conditions shall have the meanings indicated in the General Conditions. 8.2. No assignment by a party hereto of any rights under or interests in the Contract Documents will be binding on another party hereto without the written consent of the party sought to be bound; and specifically but not without limitations, moneys that may become due and moneys that are due may not be assigned without such consent (except to the extent that the effect of this restriction may be limited by law), and unless specifically stated to the contrary in any written consent to an assignment no assignment will release or discharge that assignor from any duty or responsibility under the Contract Document. 8.3. OWNER and CONTRACTOR each binds itself, its partners, successors, assigns and legal representatives to the other party hereto, its partners, successors, assigns and legal representatives in respect to all covenants, Agreement and obligations contained in the Contract Document. • • OWNER: POUDRE RIVER PUBLIC LIBRARY ,DIISTRICT Q By. E9 "" 1 BOA D PRESIDENT POUDRE RIVER PUBLIC LIBRARY DISTRICT ACTING TVIOUGH ITS AGANT, THE CITY OF O C at LORADO A municip p ation / By: v GE RY S. PAUL DIRECTOR OF PURCHASING AND RISK " { 1 MANAGEMENT Date: 7 Attest: City Clerk Address for giving notices: City of Fort Collins Attn: Purchasing Dept. P. O. Box 580 Fort Collins, CO 80522 Emus Seter & Vander Wall, P.C. 7400 E. Orchard Road, Suite 3300 Greenwood Village, CO 80111 Attn: Jacqueline C. Murphy Approved as to Form V. Jz� Poudre River Public Library District Attorney CONTRACTOR: GL HOFF CO DBA HOFF CONSTRUCTION By: )�/-. - 2w kr77 IV Gregory L Hoff PRINTED Title: President 9-16-2013 (CORPORATE SEAL) Attest: ellv Address for giving notices: PO Box 7448 Loveland, CO 80537 License No.: B-6 (• • SECTION 00530 NOTICE TO PROCEED Description of Work: 7536 Diagonal, Walk & Stage Improvements for Poudre River Public Library District To: GL Hoff Co dba Hoff Construction This notice is to advise you: That the contract covering the above described Work has been fully executed by the CONTRACTOR and the OWNER. That the required CONTRACTOR's Performance Bond and Payment Bond have been received by the OWNER. That the OWNER has approved the said Contract Documents. Therefore, as the CONTRACTOR for the above described Work, you are hereby authorized and directed to proceed within () calendar days from receipt of this notice as required by the Agreement. Dated this day of 20 The dates for Substantial Completion and Final Acceptance shall be 20_and _ , 20_, respectively. POUDRE RIVER PUBLIC LIBRARY DISTRICT (hereinafter referred to as OWNER), acting through its Agent, the City of Fort Collins 0 Title: ACKNOWLEDGMENT OF NOTICE Receipt of the above Notice to Proceed is hereby acknowledged this _day of 20_ CONTRACTOR: GL Hoff Co dba Hoff Construction By: Title: 1] • • • SECTION 00020 INVITATION TO BID SECTION 00600 BONDS AND CERTIFICATES 00610 Performance Bond 00615 Payment Bond 00630 Certificate of Insurance 00635 Certificate of Substantial Completion 00640 Certificate of Final Acceptance 00650 Lien Waiver Release (CONTRACTOR) 00660 Consent of Surety 00670 Application for Exemption Certificate 0 E • 11 SECTION 00610 PERFORMANCE BOND KNOW ALL MEN BY THESE PRESENTS: that i Bond No. GRCO2149& i GL Hoff Co dba Hoff Construction 1815 W I e Street, Loveland, CO 80537 (an Individual), (a Partnership), (a Corporation), hereinafter referred to as the "Principar and. i (Firm) Granite Re, Inca (Address) 14001 Quailbrook Drive, Oklahoma. City, OK 73134 - hereinafter referred to as 'the Surety", are held and finely bound unto Poudre River Public Library District, 201 Peterson Street. Fort Collins. Colorado 80524) a (Municipal Corporation) . hereinafter referred to as the "OWNER", in the penal sum of Three Hundred Forty -Seven Thousand Five Hundred Ninety -Three Dollars ($347.593.00) in lawful money of the United States, for the payment of which sum well and truly to. be made, we bind ourselves, successors and assigns, Jointly and severally; firmly by these presents. THE CONDITIONS OF THIS OBLIGATION are such that whereas the Principal entered into a certain Agreement with the OWNER, dated the 86t1 day of September, 20 33 a copy of which is hereto attached and made a part hereof for the performance of The City, of Fort Collins .Project,' 7536 Diagonal Walk & StageImprovements for Poudre River Public Libiary.Distria j NOW; THEREFORE; If the Principal shall well; truly and faithfully perform its dudes, all the,; undertakings, covenants, terms, conditions and agreements of said Agreement during the original term thereof, and any extensions thereof which may be granted by the OWNER, with or without. Notice to the Surety and during the life of the guaranty period, and if the Principal shall: satisfy all claims and demands incurred under such Agreement, and shall fully indemnify, and save harmless the OWNER from all cost and damages which it may suffer by reason of failure to do so; and shall reimburse and repay the OWNER all outlay and expense which the OWNER - may incur in making good any default then this obligation shall be void; otherwise to remain in, full force and effect PROVIDED, FURTHER; that the said Surety, for value received;'hereby stipulates and agrees that no change, extension of time, alteration or addition to the terms of the Agreement or to the Work to be performed thereunder or the Specifications accompanying the same shall In any way affect its obligation on this bond; and it does hereby waive notice of any such change, extension of time, alteration or addition to the terms of the Agreement or to the Work or.to the . Specifications. PROVIDED, FURTHER, that no final settlement between the OWNER and the CONTRACTOR shall abridge the right of any beneficiary hereunder, whose claim may be unsatisfied. PROVIDED, FURTHER; that the Surety. Company must be authorized to transact business in the State of Colorado and be acceptable to the OWNER. IN WITNESS WHEREOF, this instrument is executed in three (3) counterparts, each one of which shall be deemed an original, this 12th day of September 1.120JI. I IN PRESE CE OF: Princlpa4 . L. Hoff Co. d6a Hoff Construction' (Title) (Title) (Corporate Seal 1815 West 12th Street, Loveland, CO 80537 (Address) I IN PRESENCE OF: Other Partners By: By: • lJ SECTION 00615 PAYMENT BOND Bond 'No. GRCO21496 KNOW ALL MEN BY THESE PRESENTS: that GL Hoff Co dba Hoff Construction 1815 W 12"' Street, Loveland, CO 80537 (an Individual), (a Partnership), (a Corporation), hereinafter referred to as the "Principar and• (Firm) Granite Re, Inc. (Address) 14001 Quailbrook Drive; Oklahoma City, OK 73134 hereinafter referred to as "the Surety", are held and firmly bound unto the Poudre River Public Library District, 201 Peterson Street. Fort Collins. Colorado 80524) a (Municipal Corporation) hereinafter referred to as "the OWNER", in the penal sum of Three Hundred Forty -Seven Thousand Five Hundred Ninety -Three Dollars (S347.593.00) in lawful money of the United: States, for the payment of which sum well and truly to be made, we bind ourselves, successors and assigns, jointly and severally; finely by these presents. THE CONDITIONS OF THIS OBLIGATION are such that whereas the Principal entered into a certain Agreement with the OWNER; dated the §h day of September, 201.3 a copy of which Is hereto attached and made a part hereof for the performance of The City of Fort Collins Project; 7536 Diagonal Walk & Stage Improvements for Poudre River Public Library District. NOW, THEREFORE, if the Principal shall make payment to all persons;;firms, subcontractors, and corporations furnishing materials for or performing labor in the prosecution of the Work provided for in such Agreement and any authorized extension or modification thereof, Including all amounts due for materials„ lubricants, repairs on machinery, equipment and tools, consumed, rented or used in connection with the construction of such Work, and all insurance premiums on said Work, and for all labor, performed in such Work whether by subcontractor or otherwise, then this obligation shall be void; otherwise to remain in full force and effect., PROVIDED. FURTHER, that the said Surety, for value received, hereby stipulates and agrees that no change, extension of time, alteration or addition to the terms of the Agreement or to the.. ` Work to be performed thereunder or. the Specifications accompanying the same shall in any way affect its obligation on this bond; and it does hereby waive notice of anysuch change, extension of time, alteration or addition to the terms of the Agreement or to the Worker 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 12th day of September , 2012. IN PRIES CE OF: Princlpal GZ Hoff Co. dba Hoff Construction i ,, (Title) (Title) (Corporate Seal) 1815 West 12th Street, Loveland. CO 80537 (Address) GRANITE -RE, INC GENERAL POWER OCATTORNEY. a Know all Men by these Presents: That GRANITE,RE,JNC., a corporation organized and existing under the laws of the State of OKLAHOMA andbaving its principal -office' at the City of OKLAHOMA CITY in the State of OKLAHOMA'does hereby constitute and appoint: • - - - - - RUSSELL D..LEAR; DARLENE KRINGS;•K'ANNE E. VOGEL; DIANE CLEMENTSON; KAY DILL; WESLEYJ, BUTORAC; STEVE J. BLOHM its true. and.lawful Attorney-in-Fact(s) for the following purposes, to wit: To sign its name as surety to, and to execute; seal and acknowledge, any and'all bonds, and -to respectively -do and perform an'y and,all acts and things set forth in the resolution'of the Board of Directors of the said GRANITE RE, INC. a certified copy'ofwhich is .hereto annexed, and.made a part of this Power of Attorney; and the said GRANITE RE, INC. through us, its Board�of Directors hereby ratifies and conFrms•all and whatsoevecthe said: RUSSELL D. LEAR;'DARLENE-KRINGS; K'ANNE E. VOGEL; DIANE CLEMENTSON; KAY DILL; WESLEY J. BUTORAC; STEVE J, BLOHM may,- " lawfully do in the premises by virtue of these presents. - - - - - In Witness Whereof, the said GRANITE RE, INC. has caused this instrument to be sealedwith its'corporate.seal, duly attested by the, signatures of its President and Secretary/Treasurer; this 13"'day of February, 2013. Kenneth D Whittingron, President STATE OF OKLAHOMA ) - s e L •' - SS: COUNTY OF OKLAHOMA ) - - '.:Kyle . McDonald; Treasurer' - ' On•this 13" day of February,.2013, before me personally came KennetH D. Whittington,'Presidenfof the GRANITE RE,.INC. Company.; :�and Kyle P. McDonald, Secretary/Treasurer of.said Company, with both of whom am personally, acquainted; who being by me severally duly sworn,:said, that they, the said Kenneth D. Whittington and Kyle P. McDonald were respectively the President and the Secretary/Treasurer of. - 0GRANITE RE, INC., the corporation described in and which executed the foregoing' Power of.Attorney;,that they each:knew.the seahof said corporation; that the.seal affixed to said Power of Attorney was such.corpoiate seal;•thaf �it was so fined by order of the Board of Directors of •said corporation; and that they signed their name thereto by like Under as IPresident'and Secretary/Treasurer,'respectively, of the Company..- . - ,t :I My Commission Expires I t (J August 8, 2033 : I\' \ �- • . : Nota • P#1c , Commission#: 01013257 \ =�"�' - - '• ', '' 1 GRANITE•RE INC: Certificate.... • - - THE UNDERSIGNED, being the duly elected and acting Secretary/Treasurer.of GraniteRe, Inc.,, an Oklahoma Corporation HEREBY:CERTIFIES that the following resolution is a true and correct excerpt from the July15; 1987; minutes'of the meeting of the Board of Directors of Granite' Re, inc: and that said Power of Attorney has not been. revoked and is now in full force and effect:: -. -"RESOLVED, that the President, any Vice President, the Secretary; and any Assistant Vice President shall each have'authorityao appoint individuals as attomeys-in-fact or under other appropriate titles.with authority to,execute on behalf of;the company fidelity and surety ' bonds andother documentsof 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. authorityor on any bond or undertakingof the Company,,, the seal, or a facsimile thereof, may be impressed or affixed or in-any`other.manner reproduced;, - provided, however,'thatthe seal shall not be necessary to the validity of any such instrument or undertaking.'a _ IN WITNESS WHEREOF, the undersigned has subscribed this Certificate and affixed the corporate seal of the Corporation this 12th day of' September ', 20 '13' .. .. ... o"'„ a eq'"c - � ''/,�- f _ Y • KyI�McDonald;Secre[ary/Treasur� .1 ' ,. i GROB00 1 - 0 (• SECTION 00630 CERTIFICATE OF INSURANCE CONTRACTOR shall insert his own standard form for Certificate of Insurance. HOFC01 Client#: 24740 ACORD,. CERTIFICATE OF LIABILITY INSURANCE F D9;12;2DDNYYY' 013 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER, AND THE CERTIFICATE HOLDER. PORTANT: If the certificate holder is an ADDITIONAL INSURED, the policy(ies) must be endorsed. If SUBROGATION IS WAIVED, subject to We terms and conditions of the policy, certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). PRODUCER Flood & Peterson Ins., Inc. P. O. Box 578 Greeley, CO 80632 970 356-0123 CONTACT NAME: Sandy Schlfferns PHONE g70 266-7107 FAX 970 506-6845 AIC No Ext. AIC, No E-MAIL ADDRESS: sschifferns@floodpeterson.com l_.00P FKUUU En CUSTOMER ID 0: HOFC01 INSURER(S) AFFORDING COVERAGE NAIC if INSURED GL Hoff Company dba Hoff Construction INSURER A; Bituminous Insurance INSURER B:Pinnacol Assurance P.O. Box 7448 INSURER C Loveland, CO 80537 INSURER D INSURER E INSURER F COVERAGES CERTIFICATE NUMBER: REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. I S LTR TYPE OF INSURANCE %DDLSUBR NSR WD POLICY NUMBER POLICY EFF MM/DDIYYYY POLICY EXP MM/DD/YYYY LIMITS A GENERAL LIABILITY X COMMERCIAL GENERAL LIABILITY CLAIMS -MADE OCCUR X PD Ded:2,000 CLP3585801 04/01/2013 04/01/2014 EACH OCCURRENCE $1,000,000 DAMAGE PREMISES Ea occurrence $300,000 MED EXP(Any one person) $10,000 PERSONAL & ADV INJURY $1,000,000 GENERAL AGGREGATE $2,000,000 GENT AGGREGATE LIMIT APPLIES PER: POLICY PRO - PRODUCTS-COMP/OPAGG $2,000,000 $ AUTOMOBILE AUTOMOBILE LIABILITY ANY AUTO ALL OWNED AUTOS SCHEDULED AUTOS HIRED AUTOS NON -OWNED AUTOS CAP3585478 4101/2013 04/0112014 COMBINED EISINGLE LIMIT $1,000,000 X BODILY INJURY (Per person) $ BODILY INJURY (Per accident) $ PROPERTY DAMAGE (Per accident) $ X X $ $ A X UMBRELLA LIAB EXCESS LIAB X OCCUR CLAIMS -MADE CUP2802433 04/01/2013 04/01/201 EACH OCCURRENCE $2,000,000 AGGREGATE $2,000,000 DEDUCTIBLE RETENTION 10,000 $ X $ B WORKERS COMPENSATION AND EMPLOYERS' LIABILITYTO ANY PROPRIETOR/PARTNER/EXECUTIVE Y OFFICERIMEMBER EXCLUDED' (Mandatory in NH) If yes, describe under DESCRIPTION OF OPERATIONS below NIA 2242590 I 04101/2013 04/0112014 X WCSTATU- OTH- , E.L. EACH ACCIDENT $1,000,000 E.L. DISEASE - EA EMPLOYEE $1,ODD,000 E.L. DISEASEPOLICYLIMIT $1,000,000 DESCRIPTION OF OPERATIONS I LOCATIONS / VEHICLES (Attach ACORD 101, Additional Remarks Schedule, if more space is required) Project: 7536 Diagonal Walk & Stage Improvements for Poudre River Public Library District Certificate holder and owner, Poudre River Public Library District are included as Additional Insureds as required by written contract with respects to liability arising out of work performed by the named insured. City of Fort Collins 300 Laporte Ave Fort Collins, CO 80521 SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN ACCORDANCE WITH THE POLICY PROVISIONS. AUTHORIZED REPRESENTATIVE m 1988-2009 ACORD CORPORATION. All rights reserved. ACORD 25 (2009109) 1 of 1 The ACORD name and logo are registered marks of ACORD #S826485/M787586 SLS • SECTION 00635 CERTIFICATE OF SUBSTANTIAL COMPLETION TO: POUDRE RIVER PUBLIC LIBRARY DISTRICT (hereinafter referred to as OWNER acting through its Agent. the City of Fort Collins DATE OF SUBSTANTIAL COMPLETION: PROJECT TITLE: 7536 Diagonal Walk & Stage Improvements for Poudre River Public Library District PROJECT OR SPECIFIED PART SHALL LOCATION: Fort Collins. Colorado INCLUDE: OWNER: City of Fort Collins CONTRACTOR: GL Hoff Cc dba Hoff Construction CONTRACT DATE: September 6, 2013 The Work performed under this contract has been inspected by authorized representatives of the OWNER, CONTRACTOR, and the ENGINEER and the projector 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. 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. Poudre River Public Library District, a political subdivision of the State of Colorado (hereinafter referred to as OWNER), acting through its Agent, the City of Fort Collins. OWNER TITLE • DATE ATTEST TITLE DATE SECTION 00640 CERTIFICATE OF FINAL ACCEPTANCE 120 TO: GL Hoff Co dba Hoff Construction Gentlemen: You are hereby notified that on the day of , 20_, the City of Fort Collins, Colorado, has accepted the Work completed by GL Hoff Co dba Hoff Construction for the City of Fort Collins project, 7536 Diagonal Walk & Stage Improvements for Poudre River Public Library District. A check is attached hereto in the amount of $ as Final Payment for all Work done, subject to the terms of the Contract Documents which are dated September 6, 2013. In conformance with the Contract Documents for this project, your obligations and guarantees will continue for the specified time from the following date: 20_. Sincerely, OWNER: POUDRE RIVER PUBLIC LIBRARY DISTRICT, (hereinafter referred to as OWNER) • acting through its Agent the City of Fort Collins. By: Title: ATTEST: Title: 0 SECTION 00020 INVITATION TO BID Date: July 19, 2013 Sealed Bids will be received by the City of Fort Collins (hereinafter referred to as OWNER), at the office of the Purchasing Division, 3:00 P.M., our clock, on August 13, 2013, for the Diagonal Walk and Stage Improvements for Poudre River Public Library District; BID NO. 7536. 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 7536 Diagonal Walk and Stage Improvements for Poudre River Public Library District. The Work consists of demolition, removal and replacement of architectural concrete flatwork, site amenities, grading and restoration. All Bids must be in accordance with the Contract Documents on file with the City of Fort Collins, 215 North Mason St., 2nd floor, Fort Collins, Colorado 80524. The City encourages all disadvantaged business enterprises to submit bid in response to all invitations and will not be discriminated against on the grounds of race, color, national origin. A MANDATORY prebid conference and job walk with representatives of prospective . Bidders will be held at 1:30 PM, on August 1, 2013, at corner of Olive and Peterson, Fort Collins. Prospective Bidders are invited to present their questions relative to this Bid proposal at this meeting. The Contract Documents and Construction Drawings may be examined online at: • City of Fort Collins BuySpeed: https://www.fcqov.com/eprocurement Bids will be received as set forth in the Bidding Documents. The Work is expected to be commenced within the time as required by Section 2.3 of General Conditions. Substantial Completion of the Work is required as specified in the Agreement. The successful Bidder will be required to furnish a Performance Bond and a Payment Bond guaranteeing faithful performance and the payment of all bills and obligations arising from the performance of the Contract. No Bid may be withdrawn within a period of forty-five (45) days after the date fixed for opening Bids. The OWNER reserves the right to reject any and all Bids, and to waive any informalities and irregularities therein. 0 SECTION 00650 LIEN WAIVER RELEASE (CONTRACTOR) TO: POUDRE RIVER PUBLIC LIBRARY DISTRICT (hereinafter referred to as OWNER), acting through its Agent, the City of Fort Collins FROM: GL Hoff Co dba Hoff Construction (CONTRACTOR) PROJECT: 7536 Diagonal Walk & Stage Improvements for Poudre River Public Library District 1. The CONTRACTOR acknowledges having received payment, except retainage from the OWNER for all work, labor, skill and material furnished, delivered and performed by the CONTRACTOR for the OWNER or for anyone in the construction, design, improvement, alteration, addition or repair of the above described project. 2. In consideration of such payment and other good and valuable consideration, the receipt and adequacy of which are hereby acknowledged, the CONTRACTOR voluntarily waives all rights, claims and liens, including but not limited to, mechanic's liens, Miller Act claims (40 U.S.C.A. 270 a and b), stop notices, equitable liens and labor and material bond rights which the CONTRACTOR may now or may afterward have, claim or assert for all and any work, labor, skill or materials furnished, delivered or performed for the construction, design, improvement, alteration, addition or repair of the above described project, against the OWNER or its officers, agents, employees or assigns, against any fund of or in the possession or. control of the OWNER, against the project or against all land and the • buildings on and appurtenances to the land improved by the project. 3. The CONTRACTOR affirms that all work, labor and materials, furnished, delivered or performed to or for the construction, design, improvement, alteration, addition or repair of the project were furnished, delivered or performed by the CONTRACTOR or its agents, employees, and servants, or by and through the CONTRACTOR by various Subcontractors or materialmen or their agents, employees and servants and further affirms the same have been paid in full and have released in full any and all existing or possible future mechanic's liens or rights or claims against the project or any funds in the OWNER'S possession or control concerning the project or against the OWNER or its officers, agents, employees or assigns arising out of the project. 4. The CONTRACTOR agrees to defend and hold harmless the OWNER, the lender, if any, and the Surety on the project against and from any claim hereinafter made by the CONTRACTOR'S Subcontractors, materialmen, employees, servants, agents or assigns against the project or against the OWNER or its officers, employees, agents or assigns arising out of the project for all loss, damage and costs, including reasonable attorneys fees, incurred as a result of such claims. 5. The parties acknowledge that the description of the project set forth above constitutes and adequate description of the property and improvements to which this Lien Waiver Release pertains. It is further acknowledged that this Lien Waiver Release is for the benefit of and may be relied upon by the OWNER, the lender, if any, and Surety on any labor and material bonds for the project. A 0 Signed this day of , 20. CONTRACTOR: GL HOFF CO DBA HOFF Title: ATTEST: Secretary STATE OF COLORADO ) )ss. COUNTY OF LARIMER ) Subscribed and sworn to before me this by Witness my hand and official seal. Notary Public . My Commission Expires: 0 day of 20_, SECTION 00660 CONSENT OF SURETY TO: POUDRE RIVER PUBLIC LIBRARY DISTRICT (hereinafter referred to as OWNER), acting through its Agent the City of Fort Collins CONTRACTOR: GL Hoff Co dba Hoff Construction PROJECT: 7536 Diagonal Walk & Stage Improvements for Poudre River Public Library District CONTRACT DATE: September 6, 2013 In accordance with the provisions of the Contract between the OWNER and the CONTRACTOR as indicated above, for (Surety) on bond of hereby approves of the Final Payment to the CONTRACTOR, and agrees that Final Payment to the CONTRACTOR shall not relieve the Surety Company of any of its obligations to the OWNER, as set forth in the said Surety Company's Bond. IN WITNESS WHEREOF, the Surety Company has hereunto set its hand this day of 20 . (Surety Company) ATTACH: Power of Attorney and Certificate of Authority of Attorney(s)-in-Fact. 0 0 0 Ll • SECTION 00670 APPLICATION FOR EXEMPTION CERTIFICATE DR 0172 (12/98) COLORADO DEPARTMENT OF REVENUE DENVER CO 80261 (303)232-2416 CONTRACTOR APPLICATION FOR EXEMPTION CERTIFICATE Pursuant to Statute Section 39-26.114(1)(a)(XIX) A nO NnT WRITF IN THIS SPGCP The exemption certificate for which you are applying must be used only for the purpose of purchasing construction and building materials for the exempt project described below. This exemption does not include or apply to the purchase or rental of equipment, supplies, and materials which are purchased, rented, or consumed by the contractor and which do not become part of the structure, highway, road, street, or other public works owned and used by the exempt organization. Any unauthorized use of the exemption certificate will result in revocation of your exemption certificate and other penalties provided by law. A separate certificate is required for each contract. Subcontractors will not be issued Certificates of Exemption by the Department of Revenue. It is the responsibility of the prime contractor to issue certificates to each of the subcontractors. (See reverse side). FAILURE TO ACCURATELY COMPLETE ALL BOXES WILL CAUSE THE APPLICATION TO BE DENIED. Registrabon/Acwunt No. (to be assigned by DOR) Period 0170-750 (999) $0.00 89 _ CONTRACTOR INFORMATION Trade name/DBA: Owner, partner, or corporate name: Mailing address (City, State, Zip): Contact Person E-Mail address: Federal Employer's Identification Number: Bid amount for your contract: Fax Number. 1 ) Business telephone number: Colorado withholding tax account number: Copies of contracfor agreement:page's (1) identifying"the contracting parties EXEMPTION INFORMATION and (2) containing signatures of contracting parties must be attached. Name of exempt organization (as shown on contract): Exempt organization's number: 98 - Address of exempt organization (City, State, Zip): Principal contact at exempt organization: Principal contact's telephone number: Physical location of project site (give actual address when applicable and Cities and/or County lies) where project is located) Scheduled - Month Day Year Estimated - Month Day Year construction start date, completion date: I declare under penalty of perjury in the second degree that the statements made in this application are true and complete to the best of my knowledge. Signature of owner, partner or corporate officer: Title of corporate officer: Date: UU NU I VVKI I t bELUW I HIS LINE Special Notice Contractors who have completed this application in the past, please note the following changes in procedure: The Department will no longer issue individual Certificates of exemption to subcontractors. Only prime contractors will receive a Contractor's Exemption Certificate on exempt projects. Upon receipt of the Certificate, the prime contractor should make a copy for each subcontractor involved in the project and complete it by filling in the subcontractor's name and address and signing it. The original Certificate should always be retained by the prime contractor. Copies of all Certificates that the prime contractor issued to subcontractors should be kept at the prime contractor's place of business for a minimum of three years and be available for inspection in the event of an audit. Once an 89# has been assigned to you, please use the next five numbers following it for any applications submitted for future projects. This should be your permanent number. For instance,. if you were assigned 89-12345-0001, every application submitted thereafter should contain 89-12345 on the application. The succeeding numbers will be issued by the Department of Revenue. DO NOT enter what you believe to be the next in sequence as this may delay processing of your application. • 0 • • 11 SECTION 00700 GENERAL CONDITIONS GENERAL CONDITIONS OF TIRE CONSTRUCTION CONTRACT These GENERAL CONDITIONS have been developed -by using the STANDARD GENERAL CONDITIONS OF TIME CONSTRUCTION CONTRACT prepared by the Engineers Joint Contract Documents Committee, E1CI)C N6, 191q-8 (1990 Edition), as a base. Changes to that docwnent arc shown by underlining text that has txxn added and sdiking through text,that has been deleted. EJCDC GENERA. CONDITIONS 1910-8 (1990 EDITION) WITH CITY OF FORT COLLINS MODIFICATIONS (REV 9/99) • 0 0 Article,or Paragraph Number k, Tide DEFINITIONS TABU, OF COMENTS OF'OENERAL, CONDITIONS Page a 44rticle'cirParhph - , �gr Number Number'k-ritic IA Addenda ................... ............... .......... j 1.2 Agreement ......... I ......... . .. . .......... -1 . 1 E3 .V.. App] icstion for. Pa yment ............. 1 1-4 ........... Asbestos...:.., �.......... . ... : ........... �:� ...... I L'5 Bid 1.6' _.__ ..................................... i d d in"i D 0 c 6 n i Jntis'..' ...... _'7 Bidding 'Requirements. ......................... ................ ............. 1.9 Change Order. "m""" I 1:,io Cbritract.136cu, cn*'ts-.'.'.'.-'.'.�:"".'.'.'.'...'... ...... ...... I 1.11 Ccintraq,Prkc .... ...... 1.12 Contracitimes 1-13 CONNTRACTOR7 * 1.14. ... defective................................:....3 -a w i in gs ....... ................... ............ ........ 1.16 li(Iectivi bate of ilic,Agrec.nicht ............ 'I f.-IT ENGINEER -Consultant"-....... .... .......... i hNiJINEI�s ...................... 1.19' Field -Order ....... : ......................... 1.20 bencral RequirepqriLs 2. 1 -2I blizardoui Was"te" .. 1.22.a ": ... ..... . ............ Laws and Regulatibris; Laws or .......... ....... 2 L 21b Legal llolidays_.; ..... ....... , L�j' Liens L24 I ......... ............... ::,2 L5 Notice of Award„__,,...._ 2 1.26 Notice to Proceed 2 L27� OWNER.......... .... : .... .............. 1.28 Partial Utilization ............. .......... 2 139 PCBs ....... 1) IJ6 Petroleu-n!"! ..... 2 131 Pioicct' ..................................... I 2 1:32.a .......... Ritdiolctiivc Material ........ :.'� 1.32.b R6gulmkVorkingg .......... _ ....2 .. 1331 Resident'Project Rcpfeschtafiv"e ..... I ..... �2 1:34, Shmpl es ..........................:..:...:............2. 1.35 Shop Diawings 2 1 .36 .................................... Specifications. 137: §ubcontractor ...................... I ....... : 2 ....... L38 n Substantial Completio 2 I.n Upoc m r cntary Condition's , , I *. Supplementary 1.40 Stipplicr L41 Underground Facilities.... 3 1:42, Unit Piice Work 3 L43 :3 1.44 ktv ha'ngc Dircetiv"c . ..... ........ ';� 1:45 Written Am 3 I Page Number PRELIMINARY MATTERS.. ........ ............. 3: 2.1 delive'ry'.of Bonds1, .............................. .-.I 2.2, 1 C0Picspf Docu cmq,.......,3 - Commencement of Contract Times; Notice to Procced... 2.4 Startingilu: Work.. ....... 2.52.7 Before;Staiking C611sirucii W 28 PreconstxuctioriConference .'.� " � ..... 2:9 Initially ,\ccepta e�Schedules: ......... CONTRACT DOCUMENTS:. INTENT" �WENI)TNG, REUSE ........... I ....... ............ ;.4 3.1-3.2 Intent..,..... ...................... 3.31 Reference to Swndaids and , , Spe6i; r1eations of Technical Societies-, Reporting and Resolving Dis- 4-5 3'4 Intento&�Ccr'ram 'I*'e'nr's,6r Adjectives ...................... .............. 5 -3.5. : Amending Contract bo6unefiag ......... 5 3A Supplementing Contract Documents.................................. 3.7 Reusecil"Do6imifits ........ ......... Al. AVAILABILITY OF LANIA, _ SUBSURFACE.A' ND PH'YS'ICAL CONDITIONS; REFERENCE POINTS 4.1 AVailab'ility of Lands� .................... 5-6 - 4.2 Subsirface and Physical Conditions 6 421 Rcport� iind_br'2'W'in&s ............. ........ .412, 1 11 � I Limi t ed Reli ance by:CONTRAC- ' 'Aiithorize OR T �: Tecitni � al C -Data ;.6 4.2.3 - ** ....... i ............... Nciicc cfpiffeiing,$ubsurface oir,Phjysical Condiiion5..... jG 4_14 FNGT,NFER's R6iew. ..................... ' 6 4:2.5 Possible Contract b6curn8tits- CNangc ..................... .............. 6 -4.2.6 Possible 'Pricc'a . and Times AdjusimentsL., ..................... .... 0-7 4.3. Ph)� i ca'IC 6ndit iio's--li ndc' rgiou'itid' Facilities. : 4.11 ........................ ............ Sho*'ii'or'l indickcd _ . ........... .7 4.3 - .2 Nut Shown or Indicated ....... L_ ....... 7 4.4 Reference Points hJCUC (XNIRAL'CONDITIONS 191,0-=8(1990E[)ITION) ,W1 LITY'OFFORT,601.1.ws MOU)MCA71ONS (REV'9199) Article or Paragraph I -age Article on Paragraph Page Number & Title Number Number 8_,TitIc Number 4.5 Asbestos, PCBs, Petroleum, 6.25 Submittal Proccedures; CON - Hazardous Waste or f RACTO R's Review Prior Radioactive Mitcrial:., .................. 7-8 to Shoo Drawing or Sample Submittal 16 5. BONDS AND INSURANCE: ........... .................... 8 6.26 Shop Drawing 8, sample Submit-. 5.1-5.2 Performance. Paymait -and Other tals Review by Epig!NEER ...... 116-17 Bonds ............ . 8 6.27 ons Ibi� iiy for Variations Responsibility' esp 5.3 Licensed Sureties and InSUT.Crs; From Contract Documents , ..... ... 17 Certificates of Insurance ....................8 6.28 Related Work Performed Prior 5.4 CONTRACTOR's Liability to LNGINFER's Review and Insurance ... .............. ....... 9 Approval of Required 5.5 OWNtRs Liability Insurance..,......., . 9 Submittals ..................... ............. 17 5.6 Property Insurance........,_ ........... 9-10 6.29 Continuing the Work— ......... ........... 17 5.7 Boiler and Machinery or Addi- '6.30 CONTRACTOR's General tional Property Insu . rance .......... 10 Warranty and Guarantee ........... 17 5.8 Notice of Cancellation Proiision,......10 6.31-633 Indemnification,. _.-_............ 17-18 5.9 CONTRACTOR's Responsibility 6.34 Survival of Obligations .... ............IS for Deductible Amoun I ts 16 5.10 Other Special Insuranct� ..................... 10 7. OTHERWORK ...................... ............... ........... i8 5.11 NN'raiver of Rights ...................... f 7.143 Related, Work at Site;. ,,;,,,,,,,,,, 18 5.12-5.13 Rec6pt-nnd Application of 7.4 Coordination .... ......... ......... ....18 Insurance Proceeds ...................... 10-11 5.14 Acceptance or Bonds and Insty- 8, OWNER'S RESPONSIBILITIES .......................... )8 once Option to Replace ; Replace,,,, ... I ............ 11 8.1 Cam m unications to CON- 5.15 � " - , , - Partial Utilization --Property TRACTOR .................................18 Insurance ........ ........ Replacement of ENGINEER .......... :18 9.3 Furnish Data andPay promp*ily 6. CONTRACTOR'S RESPONSIBILITIFS ...............I I When Due ...... ................. 18 6.1-6.2 Supervision and Superintendencq *'*11 8.4 Lands and Easements-, Reports I 6.3-6.5 Labor, Materia I Is and Equipment 11-12 and Tests . �.: ........ ........... ...... 18-19 6.6 Progress Schedule .............................. 12 8.5 Insurance .............. ........................ 19 6.7 Substitutes and "Or -Equal" Items, 8.6 Change Orders, .......... .................... 19. CONTRACTOR's Exp&nsC 8.7 Inspections, Tests and Substitute Construction Approvals ...................................19 Methods or Procedures, 8.8 Stop or Suspend Work; ENGINEER'S Evaluation., ........... 12-13 Terminate CONTRAGI'OR's 6.8-6.11 Concerning Subcontiaetori, Services ............. ........................ 19 Suppliers and Others; 8.9 Limitations on OWNER'S Waiver of Righuk .................... ... 13-14 kesponsibilities... * " ' ' ' * ... 19 6.12 Patent Fees and Royalties,,,,,,,,;,,,,,,,,; 14 8.10 Asbestos, PCBs, Petroleum, 6.13 Permits., ........................................... 14 Hazardous Waste or 6.14 Laws and Regulations.._.:,..._ .14 Radioactive Material ... 6: ...... 6.15 Taxes ........................................... 14-15 8.11 Evidence of Finan6l 6.16 UscofPremises- ..... ....... ....... ............... 15 Arrangements,....,;..............., ...... 19 6.17 Site Cleanliness, ..................... 15 6.18 Safe Structural Loading ................ 1: .... 15 9. ENGINEERS STATUS DURING 6.19 Record Documents ......... ................... .15 CONSTRUCTION ............................... .............. 19 �6;20 safety and Protection. 15-16 9.1 6WNFws Represcmativc.. .............. 19 6.21 Safety Representative......... ; ........ 16 9.2 Visits to, Site,,,......... . 19 6.22 Hazard Communication Programs ...... 16 9.3 Project Representative .............. J 9-21 6.23 Emergencies .... ................................. 16 9.4 Clarifications and Intetpre- Shop Drawings and Samples;,,,,,,,,, ,,,16 tations ....................................... :21 9.5 Authorized Variations in klbrk-... ---- 21 LAJDC GLNLRAL CONDMONS 1910 -8 (1990 EDITIOM WCITY OF FORT COLLINS MODIFICATIONS (REV 9f99) 0 • Article or Paragraph 'Page Article -or Paragraph Number'$ Title Number Number-& Title 96 RejectingDefecNve Work,,,,,,,,,;,,,,,,,,21 9.7-9.9 Shop Drawings, Change Orders and Payfiwnts... ........- :...:....21 '9.10 Det.erminatials for Unit F-Yiccs „ 21-22 9.11412 Decisions an Disputes; ENGI- NEER-asInitial Interpreter .........22 9.13 Limitations on ENGINEER's Authority and Responsibilitie$,..,, 22.23 CHANGES IN THE WORK....:..:„..,.„,,,,,,,,,,,,,,,„....23 10.1 OWNER's O..rdered Change................23 14. 10.2 Claim Tor Adjustment,,,,, ,,,;,,, 23 10.3 Work Not Required by Contract 'Documents 23 10.4 Change Orders .. 23 16.5 Notification of Surety ........ 33 CHANGE OF CONTRACT' PRICE... ................. ....... 23 11.1-113 Contract Price; Claim for Adjustment; Value of the Work:....................._..........:23-24 11 A Cost of the Work 24-25 ! 1.5 Exclusions to Cost of the WorF 25 11.6 CONTRACTOR'S. Fee,..,.. ,25 11.7 Cost Records.. 25-26 11.8 Cash Allowances...; ....... :* : 26 11.9 Unit Price Work .... ........... ................. 6 CHANGE OF CONTRACT TIMES ............................26 12.1 . Claim'for Adjustment. ........... I ........ 26 12.2 Time of the Essence, 16 12.3 Delays Beyond CONTRACTOR's Control ...................::..:.........: 26-27 12.4 Delays Beyond OWNFR's and CONTRACTOR's Control27 TESTS AND INSPECTIONS; CORRECTION, REMOVAL OR ACCEPTANCE OF DEFECTI6E WORK.,......... .................... 27 111 Notice of Defects ......... .........27 13.2 Access to the Work ................... .2.7 13.3 Tests and Inspections; CONTRACTOR's Cooperation,;,,;,,,, 27 13.4 OWNER's Responsibilities; Independent.Test_ing Laboratory,,,.,, 27 13.5 CONTRACTOR's Responsibilities ............ ............ .27 13.6-13.7 Covering Work Prior to Inspec- tion, Testing or Approval ...... ........27 13.8-13:9 Uncovering Work at ENGI Page Number NEER's Request ..................... 27-28 13,10 OWNER May Stop the ,, Work,,,,,, :A 1111 Correction or Removal of Defective Work ......:..::.:.:.:.........28 13.12 Correction Period... ......... .....?8 I113 Acceptance ofDefeclive Work..,._,..:28. 13.14 OWNER May Correct Defective Work.. 28-29: PAYMENTS TO CONTRACTOR AND COMPLETION ......... .......:..................:..::. ;..,29 14.1 Schedule of Values; 29 14.2 Application for Progress Paymtent.............. .............29 14.3 CONTRACI'OR's Warranty of Title.......................................... 29 14r4-14.7 Review of Applicaticns'for Progress Payments .................::29-30 14:8-14.9 Substantial Compleiion.................... 30 14,10 Partial Utilization .... ........ :....... 30-31. 14.11 Final Inspection,,,, ................:31 14.12 Final Application'for Payment ,,,,,.„31 14.13-14,14 Finalpaymtentand Acceplance;,,_ ... 31. 14:15 Waiver of Claitus 31.32 15. SUSPENSION OF WORK AND TERMINATION ..:.:..:.:........:..c......:. i::......::....., 32, 15.1 OWNER May Suspend Work .......... '11 32 1.5.4 OWNER.May Terminate ..........32 ... 15.5 CONTRACTOR May Slop Work or Terminate,,,,,,,,,,,,,,, 32-33 16. DISPUTF. RFSOLUTION..................................33 17. MISCFI.LANEOU&,._„-.-,--:--,:........._..:.....:__.:33 17:1 Giving Notice,,,,,,,., 33 17.2 Computation of Times ::.................... 33 17.3 Notice of Claim,„._,33. 17:4 Cumulative Remedies 33. 17.5 Professional Fees and Court CostsIncluded........:::..................33. 17,6, Applicable State Laws................ 3-34 Intentionally left blank „35 EXHIBIT GC -A; (Optional) Dispute Resolution Agreement,,,................. .GC -'Al 16.1-1$.6 Arbitration;,,,,,, ,. GC -AI 16.7 Mediation ..................... GC -AI E1CM GENERAL CONDITIONS 1910.8 (1990 EDITION) W/CITY OF FORT COLUM MODIFICATIONS (RF.V 9/99) wBid security in the amount of not less than 5% of the total Bid must accompany each Bid in the form specified in the Instructions to Bidders. Sales Prohibited/Conflict of Interest: No officer, employee, or member of City Council, shall have a financial interest in the sale to the City of any real or personal property, equipment, material, supplies or services where such officer or employee exercises directly or indirectly any decision - making authority concerning such sale or any supervisory authority over the services to be rendered. This rule also applies to subcontracts with the City. Soliciting or accepting any gift, gratuity favor, entertainment, kickback or any items of monetary value from any person who has or is seeking to do business with the City of Fort Collins is prohibited. City of Fort Collins Gerry S. Paul Director of Purchasing & Risk Management U 0 INDEN, T0'6r-,NFRA'L CONDITIONS ,City of Fort Collins modifications to the-Geniral Conditions of the Construction Contract are nor'shcavh in this index Article or Paragraph Number Acceptance of - Bonds and Insurance ........... ....... ........ ,efecfive Work ............................ 10.4.1, 13.5, 13.13 Final payment.-...... ....... ....... __.-:9.12, 1,4.15 'insurance... ........... ...................... ............... other Work, liv CONTRACTOR, I ... I .-..., I . I 1 -7.3 ....... ;Substitutes and "Or -Equal" Items .............. ...... 6.Tl Wa by'0k1VNFR..:; ......... ....2 6.34 Access io the -- Lands, OWNER and COi\rrRAC'rOR il� lities re - SpoQ51_ i. I ............................ 4.1 site.. related Work,.,,-,-., .... ........................ : ... 7.2 Vork . ................ : ............. '_P ..... 132. 13. 1 4, 14.9 Acts or Omissions--, Acts and Omissions-- .00NITIZACTOR ........ ....................... 69:1,19.133 ENGINEER ................................ ......... ¢.20,•9.13.3 OtiVIQER........... .................................. :.6.20; 8:9 Addenda --definition of (also see derinit.ion of Specifications) .......(1.6, 1.10. 6.19). 1.1 Additional Property Insurance§ ................................. 53 Adjustments-- Cdntract Rice or Contract Times,,,--,-... ......... j.!3_3.5, 4.1, 4.3.2. 4.6.2, _53,�9.4 5 .......................... 10.2 10:4. 14.8, 15.1 progress schedule ............ :.' ........ ................. Agreement-- deimition of' .................................I...... .....:. 1.2 'All -Risk"' Insuiance, policy form ............................. 5�6.2 i0owances, Cash..„ 1 ................. ........ ............. !!:8 Amendina Contract Document;....--„-,..., ... „ ,.--,,3.5 Amendment, Written-- m,gencral ................. 1. 10, 1.45, 3.5, 5.10, 5.12, 6.&2 .................... 6.8.2, 6.19; 10. 1, 10.4, 1 L2 ........................... 12. 1,; 13.12.2, 14.7.2� Appical, OWNER or CONURACTOR intent to .......................... 9. 10,'9.11, IPA 161,2, 16.5 Application tbr-Payment-- definition of .................... '1.3 "EFRs ENGIN Res'pon's&lity ............................ ...99 tina payment------ ----------9. 13.4, 913,5, 141.12-14.15 in,gencriiii ................. 2.9, 5;6.4, 9.10, 15.5 progress Osymeni.., ....... .. . n..; ........... ........ 14. _1,� 14.7. review of .... 114.4-14.7 .................... Arbitra-tifin ...... ... 16.1-16.6 Asbestos-- c1:aiins pufsu.'arit therIcto ............... I .... 4.5.2; 4.5.3 . CONTRACTOR authorized to stop Wor k .......... 4.5.2 definition 1.4 Article or Parapraph -Number OWNI I i I R responsibility.for .......... I .......... ...... 4.5 1,-9:10 possible pricc and times dhangi. ........... : ........... 4.5.2 Authorized Variations in Work, ...... �.J(i. 6.25. 6.27, 9.5 Mailabililty'of Lands...... ............. .......................4.1 A Award, Notice of --defined-,,, .......... ........ 125 Before Stirting'.Construc'tion .................. 2.5-2.8,. .Bid--definitinh of ....... ____ ......... 15 (1 1, 1. 10, .......... ...... V4.2.6,4.; 6.13, 11 A.3, 1 L9. 1 Bidding Of .............................. J.6 (6 8��) Bidding Riquirements-7deffiiticn of ............. I ............................ 1.7 (1.1, 4.2;6.2) B6hds-- acceptance of........._.._ ..................................... 5.14 additional lJonds _'.'.10:5. 11.4.5.9 Cost of the Work .................. ...... I .........I i-SA d6mitionof .............. ......... q .......................... deliveryof ..................................................... final AIiplication for Payment .................. 14.12-14:14 I general ....................................... . I tl 0, _5.1-5.3, 5,13, ..........9.13, 10.5, 14.7.6 Performance, payment nfid Other..... _ ........... 5. 1-5(2 Bonds and Insurance-4n general .............................. 5 Bijilder's risk "all policy form� ........ ...... 75.'._6.2. Cancellation Provisions, Insurance ......... SAM, 5:8, 5.15 Cash Allowances .................................. .........11.8 Certificate cif -Substantial Completion.,.., .1.38. 6:30.2.3, 1418, 14- 10 .Certificates of Inspection,,,,, .............. 9:13.4, 13*5., 14: F-) Certificates of Insurance ....... �-2.7, 5.3. 5A.1 1. 5.4.13, 5.6S, 5.8, 5:14, 9. 1 i4,'l 4. 1' 2� Change in Contract Price-- Cash Allowances ....................... P�'T� ...... ... .............IL8.. .. I claim, For price adjustment 4.1, 4.2.6, ....... . .-, 4;5, 5.15, 6.8.2, 9.4. - ' 11.2. ............. 1Y 10.2, f6.5.-13.9, ....... ...... 13.13, 13.14, 14-7, 15,1, 15.5 CONTRACTOR'% fe'c ......................................... 11.6 Cost of theWor, ,general .................:..............................I 1..4-11.7 Exclusions ,to;,: ............... Cost Records ............................. .... ....... 11.7 1,4' in general... 4-,,9.fl . ia.4._' 10 A.3, 11 Lump Sum Prichg .......................................... 11.3.2 Notification of §ufcty .................... ................J0.5. ,Scope of,...;. ...... ..................... ..... 10.3-10.4 Testing and Inspection, Uncovering the Work .................................. 13;9 b6l];C GENERAL CONDITIONS 1910-8 (1 1 990 EDI rl . 0 , M W/ CITY OF. FORT COLLMS MODIFTCATIONS'(REV 9M) • 0 E • Unit Price 11.6 0 Aiticle or. Paragraph Niimbiir Value -of Work 1113 Chan Claim nContract Tinic-s-- I ., a_ e8rt, times 4u�ftmcrit ....... ::!.I; 4.2.6,A5, 5.15; ....... 61.2; 9.4. 9;5..9.11,.110:2, 1.0-5. 11 2.1, ............ 13.9, 13.13; 13.14, 14'7, 15J, 15.5 Contractual tirne,limits -12.2 .............. M ... 4�. 12.3 .............. rMs vuntrtil..112.4 : surety.10_5 . . .......... 1.... ............. ...- 10.3-10.4 - Ac6cliianc'c`cf Defechve.Xkloik ......................... 13: 13 Amcnding Contract Docuractits ...... ........ ....... 3.5 .Cash Allowances ........................ ............ .11 _8 n1ract pce ..... I ............ ,qlumge,of,Co' Pti- .................. Change of Contract Times ........... ....... ...12 ,Ch ariges in the Work ......... _AO �CoNikACTOR's 11. . 6 Cost of the Work 11.4-11.7 Cost Records ...... ....... .... * 11.7 definition of ............ 1,§ emergencies .8*, 10.4, IE2, 12.1 executionof-... . .............. ...................... 10.4 :.7 ....... 1 1- 1 Indemnifiction ......................... 0.12, 6,16, 6,31;6.33 Ins ranee Boifidsand - ............. ........ I " k mly. term mate, ... ............ -'I ... 15:2-15:4 OWNTERs Responsibility,.. „_ . $.61 10.4 Physical Conditions - Subsurface and,, .... ; ....... 6 ................... ............ 42 Underground Facilities ............................. _43'2 Record Documents ............. 6.19 'ScdPc1ofChangq... ............................. ....... 10.3-10.4 Substitutes ............. : .......... .......... 6:8.2 Uriit Price A.Vork... ..., ... I ..... ............... ........ 11.9 value of Work, covcied'by. ....... Changes in the Wort,.,, ........... .. ............ Notification ofs'urcty ................................. ........ 10.5 -6WNERs and CONTRACTORs responsibilities! . .:. .... to an adjustnent......... .........:............. .....10.4 ........ ...... io� �Rjot Scope of charge. :lu-464, Claims-: againstCONTRACTOR........_ 1 ........................ .against ENGINEER ... ; .......... ...... _&M t ........ ^;. ,against OWNER..,.,,,,_„. .............. fi.32 Change tif.Contract .Prieq ............... : ....... �9.4 , 112 Change ofCcnqact Times .................. .CONTRACTORs :A�, 7: 1; 9:4, 9.5.9> 11, 10. 2. ................. ...... ...... 15. 1 ; 15.5. 17.3 Arlicle or Paragraph - Numhzr C.ONTRACTORs liabilO` 5.4, 6:12, 6:16, &3l Cost of the Work 11.5' Decisions on Disputes; .......................... 9A.Ij 912 ....................... ;,,,j6..1.. Dispute Resolution iAgreement,,,,,,, ;, ENGTNELR initial interp,retof-.'....... ........... :_...9-11 Lump"Stan Pricing.,,.. ...... ...... ... ..... Notice of A ............................. � .1 _ ............. ........ : .......... 9 4 9.3,-9111, 10:2,11.2,,11.9 ....... I J 2.1, 1319,11,13_13.14, 17.3 �OWNTE.ws ljiibility .... .............................. ........... MWER may.refuse tojnake'payment.. ........... 1.14:7 Protessionil Fees and Court Costs Included 7.5 request fci.,r Grriiil decisioR ........ .. ........... 2.11 Substitute Items Time I n ........................ ......................... 12.1, .. me requi&xtensio iiemen I t . s- ......... .; ........... 911, 12.1 Unit Price Wort..., ,:-................ ...... 1 L9.3 Value of: ... I ......... I .................. ......................... IJ Waiver of---onFinal'Papnent, .... J4.14, 14� 15 Work (,hange D,irecti've .... ......... .......... written noticilrPilUired..... ................. 901, 11.2, ClariFkatibns;and lnterpretstions ........... �16.3. 9.4, 9.11. Clean Site ........... : ....... ............. ............ 17 or Association: ................................................. �JA Commencement of 6oritra'ct-Tt res- - ' ................... . 'Communicatibns-- vgqneral .......... ........................ ;6.2 6.9.2 8 1, Hazard Corrintimi6ati6ii Pro_grarris .6.22' �Completion- Final Application for Payment .............. ........... 1-4,12 Final Inspection 14.11 Final P,yfiterit an ...... 14:13-14 14 HI Utilization ........................... 14.10. antia n pleo i i ............ ........38; . 1 14.8-14.9 6r of claIin S , 14.15. itiontofTime's .17.2.1-17:2.2 lly acceptable schedules;.,,,,,,, �..; ........... 2.9 gistruciiork.......................... ......... ............2.8 Report..., .......... 2.5,33.2 y, Equipment. etc, ................. j6A ........................... rig:::...:...:....... ............. 1 ........... : .... - -.. -.. - - -, 1 ... ....... ..... s.l EJCDC GJEE ffi. COMMONS 191068 (1990 ED111034) w/aTy 6F FORT COLLINS MODIFICATIONS (REV 9199) Cash Allownnczs ............ - ......... Article or Paragraph 146mber .Change of Contract Price ...... ..................... ........ 11 .Change of Contract Times ... .... .... ...... 12 nges s i . Chan n the Work. Wort;,,,,,,,,,, .. .......... ...... check and verify,.;,,,,.,:....... Clarifications and Interpretations ............... .......... 32, 3:6, 9.4. 9.11 d 'einition of e -* .... .... .......... . .... '- ....... 1.10 FNGINFFR as initial interpreter of_,;,., ... 9.11 ENTG MER as OWNFR's representative ............. ;9.1 enerfi13 insurance,., .................................... ................... 5.3 Intent te .............. -; ......... 3. 1 -3:4 minor variations in the Work ......... .............. ; ......3.6 OwkbRs responsibility to furnish data- �OIXFNTER's responsibility to make prompt Pt paym ent ............................ 813, 14.4, ' A 4�j 3 pp&cdence ........................................... .....3 .1,333 Record Documents ........................ 0.19, Reference to Standards and Specifications,; of Technical Societies ................................... 33 Related Work.... ................ 7.2 Reporting and ResoMng Discrepancies, ........ 15, 3J.3 Reuseof� .............. ............................................ :3.7 Supplementing.., ................. -.; .......................... 16 Termination of ENGINTEERs Em'ployment., ..... :8.2 Unit Price Work ................... .............. .......... 11.91 variations, ........................I...............: 3.6, 6.23, 6.17 Visits to Site ENGINEERS I I ............... ....... I �9.� Contract Price - adjustment of ............... 3.5. 4.11 9.4, 10.3, 11.2-113 Changeof... ........ ........ .......................... I I Decision, on Disputes .............. M..; ...................... 9t11 definition of ................................................... Cbn.trdct'fimes-- adjustmerit .......... 3.5, 4.1, 9.4. 10.3. 11 Changeof` ........... ....... ............................ Commencement.of........... --- ................. .......... -).3 -defmition of...::...:.................:.................:......1 12 CONTTRACTOR- . ��cc ,p - ctamcc of Insurance,.__..............................5.14 Communications6,2"6.9.2 .......... I ................ -t ......... z Con-tinue Work.....:.,.: ............ :.� ........... : ... :..26.29, � 10.4 ,coordination and scheduling ............ ............ .6.9.2 definition of ..................................................... :JA Limited Relin - nce bn� Technical Data Authorized, .... ..... ....................... A.2.2 May Stop Work or Terni in'ste'; ............. provide she access to others ................ ....... :7--2, 13:2 'Safety and Pi6fection ................... 4.312, 6. 16,'6.18, ......... 6.21-6:23,72, 13:2 Shop Drawing and Sample Review Prior to Submittal,,,;,,,,,,,,;,,; ................... YII Stop Work rcquircrri ents ..... CONTRACT.OR's- .Article or paragriiph Number 'Compensation ................. .......... I ............... 11.1-11.2 C]ontinuirig Obligation,,,, 14.15 5 Defective Work ....... .96 13 . ................ .10-13:14 buIy, to correct defectiveAVork ........ .............. 13.11 Duty to,RePOrt-- Changes in the Work caused by rtmergency.. .......... ;6.23 Defects, in Work of Others ............................... 7:3 Didefirig c-b-ndilion-*... ..... ......... 4.2.3 Discrepancy in Documents ......... 2:5- 33.2, 614,2 Underground Facilities not.indimted ........ -4:3.2 E-mergencie - S ................................... , , 'critMachinery P.quipm afidkeritid,-cost of the Work ................ .............. I L4.5.3 Fee-COSt Plus 11.4.5-6, II-5A, 11 . . . . . . 1 L6 and General WAiraniy Guarantee ....................... ' �-,30 Iluzard Communication Programs.-.. 6 ....... 6;22 Indemnification 16. 6.31 -4.33 inspection of the Work.................... ........... 7:3113.4 Labor, Materials and E. quipment ................. :..().3-6.5 Laws and Regulations, Compliance by ...... �6.141 Liability Insurance ............................ I .................. 5.4 Notice of Intent to Appea I I .......................... 9,. 1 O. 10.4 obligation to, perform and complete; the Work ............................................. ..... fi.30 Patcrit Fees and Royalties, paid for by,-- ........... 15. 12 Performance and Other -Bonds..,,. .. I ...................... I 1 1 5.1 Permits, obtained and paid for by,,,., 4 .... I...0.113 Progress Schedule....:.......................2-6. 1.8. 2.9, 6.6. ........... i5.29, 10.4,-1521 Request for formal decisionon disputes., ............ 9-11 Responsibilities - Changes ih.the Work ... ......... ............... WA Concerning Subcontractors, Suppliers and Others ...... ............................... 6.8;6.11 Continuing the Work ... ...... ............... 6.29. 10.4 CONTRACTOR's c.x'pcn's'e ....... ................. 6.7.1 CONTRACTORS General Warrantv and Guarantee - .................... ......... CONTRACTOR's'review prior to Shop Driwing or Sample submittal ttal ......... Cocidination of Work.........:.,... ......... ....1, -69 1 Emergencies, ................................................ 6.23 ENGINIM-Ri tvaluation, I Substitutes or "Or -Equal" Items-, ............. ......... IF& AdSirid Omissions .of Others ............................. 6 9-176Al2, 9. 13 for deductible amcatn6jnsiwance ................... ;5.9 general. ............................. 7J1"3, 8:9 18ZIrdous Communi-ation Program*..........6.22 Indemnification ............... ............ ....... 631:6.3.3 L3660 GLNUIA-L C'ONDMONS 1910-8 (199 0 EDITIOM wi CITY OF: - FORT COLLINS MODI146T10NS'(REV 9/99) 9 i • 174 Labor; Materials and Equipment...., ,_,,;6.3:6:5 Iaws�and Regulations: Liability Insurance.,,,_ 5A Article or Paragraph Nutiibcr Notice'of-variation from Contract Documents ..:.:.:............:........:.....:..::..: 6.?7 Patent Pees and Rgyalties.........;.......... 6 12 Permits... .. ,...;.. ... ...¢. i3 _ .... Progress Schedule_ ... ................ ..................... G.6 Recordl:)ticumcnts`.. _. :.:.. related Work performed prior to ENGINEER's ioproval of rcqui "red submittals. _ 6.28 loading;. ...:..:::....... 6.18 ection, ..,..... 6 20 7.2, 13:2 atative Work:. . ,, ,-,.;,,6.9.2 and.Snmples ..............„•.•._•;6.24 Shop Drawings and Samples Review by131voINEER., ........ ......:,6.26 Site Cleanliness .,:. ,.: G.17 Suhm ittal l'roccdures................... ....6.?5 Substitute Construction iJfcthoits and Procedures,....... ..................... 6.7:2 Substitutes and "Or-Equal"Item;, ,.....A,7:1 Superintendence,,,;,,;, ....... .... 61.2. Supervision ..-_.: .,,,,.,,¢fa Survival of Obligations ....'6.34 Taxes....... ................ ....6;15 Tests and lnspcctioni .... .. ,. .13[5 To Report.. .:..................... :........ .5 Use of Premises, ...... ,,,,,6.16-6.18,. 6-30.2.4 Review. Prior to Shop Drawing or Sample Submittal,,,,,,,,,,,_„ ...6;25 Right.4o adjustment for changes in the Wor);;,,,.10;2 right to claim„ „ 4; .......,11.9,12.1;13.9,.14:8,15.1,155;17.3 Safety and Protection'.......6 2t1 6.22, 7.1 13.2 Safely%Representative ... 6.21 Shop Drawings and Samples Submittals 6 24-6,28 Special Consultants,. ,,. „ ., 11.4, 4 Substitute Construction Methods and Proccdures,6.7 Substitutes and "Or -Equal' Items;. bxpense.:; ._ 6.7:1, 6.72 :tors, Suppliers -and Others. 6.8-6.11 a and Superintendence.:,,,,,, 6 1 6:2, 6.21 inent,bY ......... 6.15 .. mists .._. ........ .....6.16-6:18 and guarantees . 6:5.,6:3U [Title ............. ....... .....,.,14i3 CONTRACTOR stop Work or term irmtc,...... J5'5 Reports of Differing'Stibs"ce and Physical Con(hyonc .... .2:3 Substantial Completion ...............................14.8 riil t CONY RAC'rORS-;other....... . .... 7 ;Contractual laabi I itv Insurance........ ........ _:. __. 5.4.10 Controutual'Time Limits:, 12.2 Article or.Paragraph Ntrnibor Coordination-- CONfRACTOR's,responsibility :.............. ........ 6:9:2 -Copies of Documents .:.:.:: :........ Correction Period .:::.-:,.. _...:._.....:.13.12. Correction, Removal or Acceptance ofDofeetive' Work. - in general, „ „ ,_..... 10:4.1, 13.16-13:14 Avanptanoe ofDefeciive W6rk;,,,:.. 13.13 Liejeclite,Woik.... ...... :.:....6:30, 13.11' Correction Period... .....: ., ,. .13.12 OWNF R1Gla} CoricetDefeciite:Worn, 13.14' OWNER lvta},Stop Work .........: .. 13.10; Ci;St� of Tests and Irispection3 ...............................:13.4, Recordsll:7 Cost of the Work-- '43onds and.insurance,.addiiional ....................1i4.5.9. Cash Discounts 1 L 13' CONTRACTORsFee. ::..,.,.,,,.._ ...... 11.6 Employee'Eepenses....... ............................. Exclusions to, :.....:. :..:.. . 11.5' General 11 _4-11.5 Home office and overhead,expenseS ............1 L5 Losses and damages,,, Materials and equipment Minor expenses .......:.. ................................;I 1.4.5.8 Payroll costs on changes ...... ...............11.4.1 performedby Subconfroctors ,,,.,,;, ,,,., ,._,11.4:3 .Records 11.7" Rentals of construction equipment and. machihdy....: ..:...:: .:....::11.4.5.3. Royaltypayanents,-perm its and . -- ........... :....:...... Supplemental „._--._11.4,5' Taxes related to the Work,. 11 A.5A Tcsts and Inspection,,,, „_ ,,,,, :,.. ..,,.,,,,,., 13.4 .. _ Trade Discos nl5 .....::. ...... w ............: r... 11.4.2, Utilities, fuel and sanitary facilities Work sifter regular hours _ pl 1.4.1 vering Work.,. „13.6 13:7 mulative-Rcmcdtcs....... ........ <. .... ...:. iting, fitting and patcliing :...:.,. - ...17:4-17.5 •,••„.-- .., 7;2 ta, to be furnished by UWNF R,....... ....... 9.3. y-definitionoC ..... ........ „ ..... .;17.22 cisions on Disputes,,,,,,,,,,,,,,,,................ 9.11, 9.12 ective=-det niiion of..... ........ ....... .:...J.14 ie of.. 104:1 13.13 LICDC OENhTUL'CONoin6NS 1910�8(1990mF1TON) .w/ CITY.OF FORT.COLUNS MODIFICATIONS (RF-¢ 9199) 'Correction or Removal of„...................16AL, 1311 Correction Pcriod. ,_ ,,,,: ,,,13.12 in general ... ..... ...... ...13. 14.7. 14.11 Article,or Paragraph Number1 'Observation by ENGINEER .....................1.......... 9.2 OWNER. !`lay'Stopllrork:,,,,, t3.10 Prom,,,,,,,,,, ;,; ,,,,,,,, pi,Nolice of Defects ,,,,,, 13 �l Rejecting.: ... ::... 4 ......... ................... .9 6 Uncovering the Work.......................................13.8 Delays „ 41 62? 1�3124 Delivery of Bonds .: ... .. I ......2.1 Deliver y of certificates of insurance,,.,,, ...... 27 Determinations [or Uriit'Pricgs,,,,,,,,,,,,,;,,,,,,, ,,,,,,,,9.10 Differing Subsurface or Physical Conditions -- Notice of ......:.. .. ......... ......... ....: a.2:3 ENGINEER's Review ....... ......... ...... ,,4 2 a Possible Contract Documents Change•,•, ••_ •• 4.2:5 Possible Price.and Times Adjustments;,, „ 426 Discrepancies —Reporting and Resolving_ ........--------- ------------ 2.5. 3.3.2, 6.14,2 Dispute Resolution- Agreement ................ ..:.:............. :............. lia-16 G "Arbitration........................................:.......16.1-16.5 general16 " lotediahcm....::.................................:. .....166 Dispute Resolution Agreement .......................... 16.1-16.6 Disputes, Decisions by ENGINEER ....., 9.11-9.12 Documents — copies of.. .......... ...........:............... - ....22 Record 6. 19 Reuseof .....:.....::................... :............ :............... 3.7 Drawings --definition of ,,, ......... ...... I:15, Easements ...:........... ...................... :....................... :41 Effective date 6f Agreement-- definition of„ ...1 16 Emergencies ...... ........... ............. 3 ENGINEER -- as initial interpreter on disputes_...............9.11 9.12, definition oC;,,,,,,,,,,,, , .............. ......1,.17 Limitations on_ authority and responsibihucs,,.... 9.13. Replacement of ...........:. .....:................. ........ 8; i Rdsident ll?ojcct'Rcprescntativv ........ .......93 ENGINEER's.Consultant -- definition of .................. 1.18 ENGINEER's-- authont} and responsibility, limitations on ,,,,,9.13 Authorized Variations in the Work ...................... 5 Change Orders, responsibility for...... 9 7 10, 11. 12 Clarifications and Interpretations 3763,29A Decisi6nson Disputes,,,:.,,,, , ,,....... 9 11-9:12 defective Work; notice of ......,,,, .:.13:1 Evaluation of Substitute' Item4............ .............. 6:7.3 Liabilit............................................. .. ..4.32, 9.12 Notice Work is Acceptable ................ ._....14.13 Observations.; .....................: . OWNER'sRcpresenfaf ive............................ __ 9.1 Payments to the CONTRACTOR, Responsibility for,,,,, ....... „ ,. _9.9: 14 RzciSmmentlatiJn of Payment 14:`4;14.13 Article or Paragraph Number Responsibilities Limitations on 9.1I 9.13 ..... Review, or Reports on Differing. Subsurface and Physical Conditions ...... ........ 4.2t4 ,Shop Dravvingsand-Samples, review responsibility ......:.:...... ...... ...... ........ 6:26. Status During Cmstruction-- authorized verialions in the Work :9.5 Clarifications and Interpretations ...9.4 Decisions on Disputes„ - 9.17;9.12 Determinations,on UnitPrice,.,. ...:9.10 FNG1N131.R as Initial Interpreter 9.11-9.12 FNGINEFR s Rcspanslbthues;... ,,,,, 9 1.9.12 Limitations onENGINFER's Authority and Responsibilities" ......... ........9.13 OWNER's Representative „,„,... ,,,;,,.,?9, I Project Representative ........ r. Rejecting DgfLctive Work..............................:9.6 Shop Drawings; Change Orders and Payments........:...............9.7-'J:9 Visitsto Site, ..................................... _ ....... :9.2 Unit Price determinations ............. .p9.10 Visits to'Sitz ..., .......................................2 Written consent required,,,,,,,,,,,,,,,,, ...7.2, 9.1 Equipment Labor, Materials and .6.3-6.5 F.quipmznt rental, Cost of the Work . ,..,-11A.5 3 Equivalent Materials and Equipment... ......................63 error oromissiuns:..............:.................................0.33 Evidence of Financial Airangemertis,,,.; q ......,,, $.1 I Explorations. of physical conditions..........................a.2:1 Fec,`CONTRACTOR's--Costs Plus,,,,,,,,, ........... j 1:6 Field Ceder— .. ,deCmition of ....... .................. ........... ................ :1.19. issued Vy ENGINEER,,,,,,,,,,;,,,,,,,,,,;,,, , 3.6.1. 9.5 ..... Final Application'Cor Paymtenl .................-]4. 12 Final Inspection ,..................... ,,:.::14.11 Final Payment- and Acceptance•, _...... , ................. 14.13-14.14 Priorlo.'for ca&allovances ...............................11:8 General Provisions ;... .......... General Requirements— definitionai(' .................... �:................... ......1.20. principal references [p.............. �.6,,64, 6.6-6 7.'6.24 Giving Notice_.:. ........ ........ .._.....3 T I G'iiarantee of Work -by CONTRACTOR .6.3,0. 14:12. Hazard Communication Programs: ......... .........:612 Hazardous Waste -- ,definition of...............................................:.....1:21 general .................... ........ ............ a.5 OWNER's responsibility for ,,,,::................... :;5.10 IifCUG OIiCJF7tAt. CONDITIONS 1910,-8.(1990 C•Uf[IOM :wt CITY OF.FORT COLLINS T10DIFT&PON30TV 9f99) 40 • 0 -.Indemnification,,,, , . .................... 13, 6.16,'6_31-6:33 Initially Acceptable Schedulci ........ ... I ............... 2.9 Inspection -- .. Certificates ofli-, .. ......... 9.114_13.5_ ]y.,12 Final I Artielc or Paragraph Number Special, required by ENGINEER,: ..... ::_: .............. Tests and Approval_ ,F.7, 13.3-13:4 Insurance- Acccptaiiqe of, by"OWNER ... .................. :__..-:_5:14 Additional, required by changes in the I ........ .: .............. tl 1.4.5.9 Before starting the Work ................... .......... _ .... 2.7 -Bonds srid-int general .............. ....... 5 Cancellation Provisions ..... ............ ... ... 5.S e tificates of ........ ....... 2.7, 5,53, 5A.11, 5.4.1 .................. :..,5A5.,5;8, 5.14 , 9.13.4;14.11 ons. ...... . ...... peyst completed operations,,,,,,, CONTRACTOR!s,Litibility . ........... ........... _RAC.TOR!, . I ....... 5.4 1 N 'C 0T obi ction to coverage .......... S. 14 Contractual Liability,..::,,, .......... .........5.4.10 cieducit'i6fe amounts, (JONT RACT OR's. responsibility .......... I ..... ................... 15;9 Final Application for Pa nent ................... M.12 Licensed Insurers ................... 1 ....... ........ 5.3 material changes ....... 5'8,105 .Notice,retlyarements; Option to Replace ................... .......... '�. 14 other special i . at insurances.,..„..... �� 5. 10 OWNER as fiduciary fb'riiisu.............. r'64 .............. 5.12-5.13 OWNFR's Liability::.... ...................... ......... 55 OWNER's Responsibilitv: .................. ...... Partial Utilization; Property I nsurarice............ 5 Propert, I y ........... ............................ : .......... S:&5: 10 Receipt -and Application of Insurance Proceeds,.. .......... .............. ........... 5.12-5.13 Special lhsurnncc: ............. .......... :5.10 Waiver of Rights 5A 1 Intent or Contract, Documents 3.1-14 ir�terpretatibns and Clarifications 163. 9.4 Investigations or physical conditions .............. ............ 4.2 Labor, Materials and Equipment... ............... Lands -- and Easements Avml6bility or ... :, ...... ......... .......... Reports:and Tests ......... ............. FA Laws and Regulations Laws or Regulations_ Bonds � ......... 1. ** .. ....... - . 5.1-52 Changes in the �VOrk .... ........................................ I 10.'4 Cohiraict Documents ........... ...... CONTRACTOWs Responsibilities fi� 14 ............... Coirectioh Period. defective Work-:....: : - 13.12 Cost,ofthc Work, taxes,,,,,,,,,,,,,,,,_,_,,, : ....... 11.4.5:4 definition of ............................................... ... J.j2 Indemnification_,_„ 6.31-6.33 ,X. lnsuriiocc,, ---- ....... ....... 5.3 Preecdence. 1333.3 ............... Reference to 6 20 112 .Subcontractors, Suppliers and Others ...... __fi 8-6.11, Article or Paragraph Numlic Teiis and lfispe6tiu`ns 13..5 of Premises ...... . ...... 616 its to Site .........9.2 R 1.4 5.4 ......... ............................ .5;.............. and Insurer* ................................. 53 Ne....................... CONTR , A , dbRs Wmtartv of Title 141 Final Application for Paymenl ....... ...... . de'rmiiion 6f' ............. I .23 - ...... Waiver of Claims ...... j 4.15 Limitations on-ENGINEER!s.Hutb6rity and responsibilities ....... ........... 9.11 Lintifed Reliance by CONTRACI*OR Authaized ...... ........ ::;_;M .......... .... A2.2' Maintenance and Operating Manuals_ Final Application f6i Nym ent ... .t.., ....... ..... 14.12 'Manuals (9foLh s)-- , cr Precedence.- _., ............ ............... .............. Referenee to:in_�Cofi tr'act b6citiment*'.., ......... ...... 33.1 Materials and equipment-- fumishedbyCONTI-RACTOR, ............. 1 11 63 1 not. incorporated in Ww1k, .......... ....... _.�...:14.2 Materials or equipmentequivMcrit Mediat'ion,(OjptiormI)'- .......... .... J6.7 Milestones: -de Fin i6on or .. ........................... I _ ..... 1:24 Miscellaneous.- Computation orrim'es. ....... ............... �J 7.2, Cumulative Remedies ......................................... 17.4, ............ d Court Cos is s Included, ;,,,;, 17.5. .............. ....... ......43.2 bility of Proje6t ............. ........... ;J4.13 definition of ........ ............... ........... ..... ).7;3 g Subsurface or Physical Conditions .... 4.2.1 Tests and rnspectiorts, .................. .......... I ........... 133. Variation, Shop Drawing and Sampl4 ......... ....... 6, 2 7 Notice to R&ced_ qefmitidfiof ............. ......................................... 1, 6 �givm.- ........ ......... ........... ....... 2.3 OCDC ' GENERALCOND111ONS 1910 =8 (1990 EDITION) W/ CITY 00 FORT,coustis mdDjncAuoNs (RFv'9/99) Notification to Surety ................................. ............10.5 testing, independent..._.-,,,.... .....13.4 Observations, by ENGINEER ...... ..................... 6.30, 9:2 use or occupancy Occupancy of the Work ................... 5.15. 6.30.2.4, 14.10 of the Woil .................... 5.15. 6.30.2:4, 14.10 Omi%sionsor acts by CONTRACTOR,,,;,,,,;, , „ 6.9; 9..13 written consent or approval Open Peril policy form, Insurance ..........................5.6.2 required ...... .............................. ....:9-I„6.3, 11.4 . 14 Option to Replace ..... :........................:..................:'?. - Article or Paragraph Number "Or Equal' Items ..................................... ............... :5.7 Other Work 7 Overtime Work --prohibition of ..............................6.3 OWNER -- Acceptance ofd�fectiye Work ..........................13.13 appoinvan ENGINEER..........:.........:....:...........:8.2 as fiduciary................................................5 12-5.13 Availability of Lands-, responsibility..... ... :...... ,,,,,A.1 definition of....................................................1.27 data, furnish ................................ .............. ..$.3 May Correct Defective Work............................13.14 May refuse to make payment............................14.7 May Stop the Work ................................. 13.10 May Suspend Work, Terminate :.... .................... .8.8, 13.10, 15.1-15.4 payment, make prompt ,,,,,,,,,,,,,,,,,,,,:5 3, 14.4, 14.13 performance of other work„ ................................ 7.1 permits and licenses, requiremenis,,,,_;6.13 purchased insurance requirements,,,,,,,, .,,56-5.10 OWNER's-- Acceptance of the Work .............................. 6.30.2.5 Change Orders, obligation to execute., ......... .6,'10A Communications................................................8.1 Coordination of the Work .................. ................. 7.4 Disputes, request for decision ...........................9:11 Inspections, tests and approvals,,,,, ........... 8.7i 13.4 .. Liability Insurance ...........................:.................. 5.5 Notice of Defects..............................................13.1 ' Representative --During Construction; 6NGINEF.R's Status ................................ - ...9.1 Responsibilities -- Asbestos. PCBs. Petroleum, Hazardous Waste or. Radioactive Material._ .............. Ss10 Change Orders ..........................................::. t .6 Changes in the Work ................... ................10.1 communications ....... ::.:::........ :..::......::::.:::.::8. I CONTRACTOR's responsibilities .................: S.9 evidence of financial arrangements...............8.11 .inspections, tests and approval§ ........,............ S,7 insurance ..................... : ............ 4..................... 8:5 lands and easements .............. ......:................ 8.4 prompt payment by ..... .......... ............ ...........8.3 replacement of ENGINEER ..... :.............. :...... ?.2 reports and tests ............................................. g 4 stop or suspend Woik................. 8.8, 13 10, 15.1 terminate CONTRACTOR'$ services ...............:.: .............. ;.......... 8:8: 15.2 separate representative at site ............................. 9.3 Xi . - Erclx: cENr1: AL co�moNs t9lo-s (1990 EornoM NS wt CITY OF. FORT COLLIA10DIFICATIONS (REV 9199) 0 • Article or. Paiagtaph Article or Paragraph Number Number written notice ........ u 1, .................................... 112, IIA 147. 15.4 PCBS-- definition of ................................ 4.5 W�WER's responsibility for ... ..... ......... ..MO :Partial Utilization- definition of.,; .......... 4 ....................... J6 generaf62A. 1-4.10 Prqperty-lnsurancc - . ........ ................... 5.15 Patent Fees .... 6X2 ds Nyineht Bun .......................... F.: ....... - .::.WJA5.2 Payments. Recommendation of ...... ..... 14.4�14.7, 14.1.3 Paymerits'lo'C01\7TRACTOR and Completion--, Application for ProgresWayments .............. ___14.2 CONITRXC1- bik"s %'Varrarity'of'Tit-lc ........... ...... 14J FinalApplication for Paynicrit., .... I . .Applicat ... - .11 4.12 Final Inspection ............. ........................... 1.4. IJ Final Paymefit and Acceptance ...... ...".-14A-14.14 general.,-- .... .................... ............ :F.3, 14 Partial Utilization'...., ... ...... .. .. . ...... ......... ... .... ... 14)0 Retai'nRgc .................................... :14'2 RcViq-%vofApphcalion's for - Progress Payments ......................... 14.4-14,7 prompt Otiyiiwnt ......... ...... fi3 Schedulc,of Values Substantial compl, --------- - . ....... .... 14,814.9 Waiver of Claims ........................... ........... J4.15 when payments due,,,,,,,,,,,,,,,, ,,,, 14.4 14,13 lyithhofding payment -------- I .................. ........ I 47 � Performance B - ends, ............ ...............•......... ..... 5.1-5.2 Perm, its . ................................................................. 6.13 PetrolLin- definition of .......................................... .......... 1.3 ' 0 general.................... : ............... 4 .......................... 4.5 OWNER's responsibility for : ........ ........... ........ Physical Conditions-- Drawings oL in'or relating,tq ... ....... 4.2:1.2 ENdwF.Pksievicw i4 44, exist , . T9 structures ... w ...... .................... 4.2.2 -- ... -- -1 I-- ............. .............. -: ........ )lice of Differing Subsufkc or , - ............. -I ......... - 0,2.3 " ssl6fe Contract DmiuricntsChange ...... - .... 4.2.5. ssible Price and Times Adjustments..,. ports and brftw-lng� ....................... .............. 4,2:1 d : - - I , and, I ............. .................. I ....... " 4.2 ........ - ..... - - bsurface Conditions . ................................ 4.2.1,1 chnicil Datii� 'United Reliance -66ltRA&r6 R Authorized 4. 1 2-2 iderground Facilities-.- general........................................................ 4.3 Not Shown &'Ihdicaed ........ .................. 43.2 .Protection of ..... �; ........ : .....a 3, 6720 . Xii ::Shown or Indi6meid., ... i.� .... Technical Data ......... ........ .... A27- Precoiistrdctioh Conforeneq ......... .............. Preliminary Matters L ,r, ' I i ' " ' - ' I . . I)cn iinary. hedules, ......... M ......................... ........ ).6 Premises; Use -of ..... ....- ..... ........ ......... .. 6 l"AS Rice,,Charige of Contrkt.- ................. ....... ......... Price, Contiact-d6fiitioof definition .-1 ; .......... ...... 1. .-1 . .. � - I Progress Payment. Applications for,,,, 1.............. ......... 4.2 �Progress PaytncntLretainag& -14.2- Progress schedule, CONTR�AqTbk's ............... Z6,,2.8, 2.9, ...... : .............. :.. ...... � 6.6, 6.29. 10:4,15:1) Prqjcct�d definition of:..,,,.1 4 Id ,�...... 1-1 ...... ....... - ..... -:- 31 ENGINEER': ' Status During Construction ........ 9.3 proicct Vepresertative-, Resident.-definit'idn of" 1; 33 prompt payment byIO';NNEP,...MF ............ ......... 83 Property Insurance - Additional ....... ............... .............................. 5:7 gcnaa15.6-5: 10 partial Utilization, ..... ............ 5.15. 14:10.2 .rcocipi and appli6tioii of proceeds :., ......... 5.12-5.13 , Pro ., , tection, Safety and.; ...... -:().M=6,21, 1342 Punch list -* ... " .................... : ......................... _J.41:1 1 Radioactive Mawrial, ,defintion o ...... 1.32 general,15 OWNER's responsibility ,fbr ............ M ........... 10 Recommendation of Payme................. 14:4, 14i5, 14.13 Record Documents . . . ..... 9, 14z 12 e R 11 cards; procedurcs,fm mai�tainiinj ... : ...... Reference Points .. ............ . ...... 11 4.4 ..................... Technical Societies 3 3 .................... ...................... lions, Laws and (or)- .................... : ............... 6:14 9,6, at Site-...:....,..... ............ � : ......... ...... 7.1-7.3 Perkimed prior to Shop Drawings and SAm 'I'c i submittals revi p _ s cw- ... M.; .. 6.28 or cquired ..... I Lz R.: ........... Discrepancies ....... .......................... 2.5, 3.3.2,414.2 .Reports,--. =d Drawings......._........_................ ........... ibili grid Tests, O.WNER'stespqnsi i.t; .:,: I . ........ 4 Resident and Project Representative-- definition of ..... ...... ; ............... .......... 1.33 provision for, ....... ........ ; ..... 9.3 H1CbCGENEkALL6Q?,bl-rlONS 1916�8 (1990 w/ CY 7Y OF FORTCOMMS MODIFICATIONS (REV 9199), erticloor� .6.2 Review by CONTRACTOR: Shop Drawings submittal of 6.24.2 9chedii1c of Shop Dr nwing and Sample Schedules — .Change Orders & Applications for , Arti6.1c or paragraph Number .Site, Visits to�- h� others insurahoe Standards and Specifications 123 Submittals — Maintenance and Operation Manuals 14.12 —'---....................... ,--._—.''�`~,._`~_ certificationo Substitute Construction Methods or Pr6c�diiie*, r� U • 0 Article or, Paragraph Neitnber orProceduics Substitute Items _ 6 7.12 'Subsurface and Physical Conditions-- llrawtngs of, in or relatng to„ ........................4.2.1.2 EATGINEFR's Revtzw...................... ........:. .general, ....... ................ ...... :................. .:.:`4:2 Limited Reliance by CONTRACTOR Authorized . ............. ...._......:. .. -4.2.2 Notice of Differing Subsurface or ... Phystcii Conditions ..... :..,...... ,,,,;,- •, 4,2-3 Physical Conditions .,,,,,,,, .......... ,.............. •4I 2 Possible:ContiactDocdmentsChange, 4.2.5 Possible Price andTimes Adiusstmenis: 9.2.6 Rcj arts and Drawings,___ ....., .... 2. a1 Subsurface and ...........::. - ...................... :.:.::. 1;2 .... .. ... Subsurface Conditions ai the Site,. „-„ ,,,4:2:Li Technical Data ........................... 4.2.2 .. Supervision-- CONTRACTOR's responsibility...,.. .... ....... -.,G,1 OWN6k'shall not supervises ................................ 8.9 F.NGINF.ER 'shall notsupervis�q 9 2,,913.2 Superintendence ............. ......... ....... 6? Suptiiniendent, "CONTRACTOR's resident ......6;2 -Supplemental frosts....itions...........:.. ........: .......:11.4;5. Si pplementary`Cond-- dcfimtionof......... ..... ....13.9 pincipal references to,,,.,,, .1.16, 1`.18, 2:2 2;7; -........ 42 43 5115.3 54 5.6.5.9, 511,6:8,613,7:4,$ 11,93,9.10 Supplementing,Contract Documents ... ;................. ,,, 3.6 Supplier-- definition of ............ :... L40 ......................... principal references to,,,,,,, , 37,'6:5; 68-6.11,.,&20, ........ ....., 0.24, 9.13, 14.12 'Waiver of Rights.': Surety -- consent to final payment„_ ........ 14.12,<14AA EN(j,rKuR has no duty to ...,,-;,, 9:13 Notification of . . ............ ,_...:10 ] 10.5; 15:2 qualification of.' ............................... :5.1-53 Survival of Obligations ........ ................. ........6.34 Suspend Work OWNER May. j3.16, 15.1 .Suspension of Work and Terminntion' - ,-; ,......15 CONTRACTOR May Stop Work or Terminate, ,.,_: , ,,,,,;,15.5. OWNER May Suspend Work.........---,-- 1.5.1 OWNTERMayTerniinatc,,,, ,,,,;;:, Tnse_s--payment byCONTRACI.OR... :............ Technical Data -- ....... . Limited Rcliance.by CONTRACTOR.,,, ..,,,:4.2.2, Possible.Price.and Times Adjustment;. . =4.2:6 Reports'(if Differing Subsurface and Physical Conditions,-,_ ........ - ,,,-,_...4.2:3 xiv Tenn porary'construction'facilities,,,,,,,,,,,,,,,,,;,_,,,.---, 1:1 Article of. Paragraph. ' Nuin.bd by CONI'RAC.TO.R .... . -... .15.5'. bq OWNf•:R 8.8;.13.1, 15:4 ofENGINFERspmploymenl ,;,:.; „;,,,,,,,,,,,$.4 Suspensionbf.Riork-in genera..... ........... ,::,, ,,,,,,) S. Terms and Adjectives,,. .,....... ,.. ..,. ........... _ ...3.4_ ... . Tests and Inspections -- Access to the Work, li} others, ,, , ; ; .......... „ 132 CONIRAC'TOR'sresponsibilities ........ ,, , 13.5 Work prior to... ,. .............. ........... 13.6-13.7 d-ReLulalions`(gr)•„ .... f Defects ...... ........ 13.1 MlySIto'p Work .. ... _,13c1U :'s indcpen0ent tc'stir g';;;,;13.4 -equired byE, GI 43EI2._,;,,,,,,,,,,,, Mice require5l „ 134 intt theWork-.!at ENGINEER's request. ,......- .:;...... 13.8-13.9 'Times,- - Adjusting .. ..............:..:........ .......... .6 Chnnge of (_oniraq... ,,,,,-•„ ,-„ ,;, ....12 Computation of ........ ......... .............17.2. Contract Tinies--definition of ........ , .. J 12 day .... -_ ............. .......... _........ ---17.22 Oilestones ,, 2 Requirements -- ':appeals a.....:. . ........... :.......... 9.10, 16 clarifications, claims and disputes ......„ ...... 911,:11.2, 12 'Comniencementof Coritr6d `Fime; ;n Preconstruction Conference,1.8 ,,, ..... schedules ........ 2 6; 2 9; 6.6 Starting the Work- . ....... . .. ..:.:.. ... 2.4: Title; Warrantv of............................:...:..................14.3 ....... „ 13.8-13.9 Underground facilities,. Physical Conditions - definition of ,,,,,, ...................................... 1.41 Not Shown a indicated 4.3:2 protection of ........ .........43 6.20 Shown or Indicateel,,,,, Unit Price Work— „,; ,, ................ - claims &fini6on of „-- 1:42 .. ;generalll.9 14.1, 1.45 . .,. Unit hrices-- gencral l 1.3.1 Determination for,,,,,., ,;,,9.10 .......6.16,6:18,:6.30.2.4 Use of Promises .... ...:... - Utilityawners, @ 13, 6 20 7;1=7.3, 13.2 Utiliaiuon;,Partial ........ , „1.28,-5.15, 6.30:2t4, 14.10 Value of the Work ......................... 11.3 Values. Schedule of,,,,,,, ,,, .............. 6 8-2.9, 14.1 L1CDC OIiNERAL CONDITIONS 1910-8 (1990 EDI'gON) wl C7:TY;oF FORT,COLLINS MODIFICATIONS MV9/99) SECTION 00100 INSTRUCTIONS TO BIDDERS 40 • 0 Variations in Work--Minoi Authorized 6:25, 6.27, 9,5 .......... .......... .... : ......... I— - Article or Nragraph Number Visits to Site-, by ENGINEER:,.,,.,,_ ... ..................... M.. 9.2 Waiver of Claims --on Final Pa}Tneat ... ............. ... 14.15 Waiver of Rights by insured parties ........ I ......... 5.11,6.11 Warranty and Guarantee, General --by CONTRACTOR ........................................... ... .6.3o Warranty oi.Titic, CONTRACTOR9 ..... ; ................. ;:14.3 Work-- Access to ............................. 13.2 byothers ............................................................... 7 Changes in the.: ............................................ ...... 1.0 Continuing the._..............................................6.29 CONTRACTOR hfiy:Stop Work or Terminate ...:......................:.............I ......15.5 . Coordination of.___� . ................ ....... Cost of the ................................................. 11.4711.5 definition of ...............................I......:.............. 1.43 negl&ted by CONTRACTOR... w ....... ... ad .... i ...... 13.14 other Work ................................... J OWNER May Stop Work ........................... 11 .... 13 '.10 OWNER May Suspend Work .................... 13,10,15.1 Related, Work at Site ..................................... T 1-7:3 Starting the,...::......................I.......;..:....... Stopping by CONTRACTOR ......................I......1.5.5 . Stopping by OWNER .......... :..: .................. 15. .1-15.4 Variation and deviation authorized, m1nol ........... 3.6 Work Change Directive— claims pursuant to......................................... _J0.2 definition of._..---.._:..........._........................ .J.44 principal references to ..................... 3.5.3, 10.1-10.2 WrittenAmendment-- definitionof ........ ..................... ....... ............ 1.45 principal references to .............. 1.10,15, 5.1 , 0,15.12, ,'.¢.6.2,6.8,2,6,19, 10.1, 10.4, ................ ......... ;112, 12.1, 13.12;2,1417.2 Written Clarifications and Interpretations :...... ....................... :3.6.3, 9.4, 9.11 Written Notice Reqdirvd-- by CONTRACTOR ... ............. ; .......... 2.1, 9.1 G-9.1 1,, ...... . ............. . ..... 10.4. 11.2, 12.1 by OWNERw:i ........... 9t 1 0-9.11, 10.4, 11.2, 1114 ay LJCDC GENMAL CONDITIONS 1910,-S (1990 EDITION) w/ CITY OF FORT COLLINS MODIFICATIONS (REV 9/99) is • 0 • • xvi 0 (Thk page left blank intentionally) EJCDC GLNLRALCONDITION51910+8 (1990 EDITION) w/ CITY, OF FORT.COLUNS MODIFICATIONS (REV.9/99) GENERAL CONDITIONS same are more specifically identified in the Agreement; • together with all Written Amendments• .ChAme-orders, ARTICLE f—DEIMNIITIONS Wherever used in these General:Conditions or in the other 'Contract Documents thefollowing terms have the meanugs indicated 'which are applicable to both the: singular and plural thereoL l,l. Adde ido -Written or graphic instuments issued prior to the opatmg of Bids .which clarify.. corrcct or change. ;the Bidding, (Requirements or the Contract, 'Documents. Agiti,imehi-The'eTiiicn contract betwccnnWNER and CONTRACTOR covering the Work to be perforated;, other. Contract Documents are attached to the Agreement sand made "apart thereof a- " ovitied there: t. 1:3. Application for Paiment- The form accepted .Iry ENGINEER which is to be used by CONrRACTOR,trt requesting progress or final payments and whicdi is to be accompamed by such 'supporting 'documentation as is• required by the Contract Documents. 1.4. Asbestos --Any material that contains more`,than one ;lierccntasbestos and is friable or'is releasing acbcsths fibers mio dle air above current action levels establisked by the United SL•ite`s Occupational Safety and Hcalth Administration. 1.5. Bid —The offer or proposal of the bidder submitted on the, prescribed form setting forth the prices for the Work to h5perfdimed. 1.6. Bidding DpcipnerrL—The advertisement or invitation to'Bici instructions to bidders, the Bid.form, and the proposed Contract Docturneiits'(irieluding all Adclenda issued prior to receipt of Bids). LT Bidding Requ mments-The advertisement or invitation to Bid hittr ctions to bidders, and the,Bid Form: I.S. Bondi=Performance and Payment bonds and other instrumentsk of security: 1.9. Change :Onler--A ,document recommended by ENGPIEEI which is signet by CONTRACTOR and OWNER and authorizes an addition. deletion or revision in theWork, or an adjustment in'theContractprice or_Ilie 'Contract?imes. issued on or after the Effective D•ateof the Agreement. 1.10. Conirda D&iirireirl3—The cement, Addends (which pertain .to, the Contract Documents), CONTRACTOR's Bid (including documentation. :aa;ompanying the Bid and any post Bud docuidchtation submitted prior to. the Notice of :Award) when attached as. an.e11bit to the Agreement, the Notice tq.i'roaced, the: Bonds, these General Conditiom, the Supplementary Conditions; the Specifications and the Drawings as the EJCDC GENERAL CON'DITtOh519,10-8 (1990Edtigt) Wf C1 TY of FORT LI NS COLb10Dt17CAT10NS ('REV 4t1000) approved pursuant to paragraphs-6.26'end.6.27 and the reports and ;drawings referred to in paragraphs 4,2.1 and 4.2.2 are not Contract Documents. 1.11. Crn lraet Price —The moneys payable by OWNER to CONTRACTOR, for completion of the Wort: in accordancewith tlieY;ontract Documents as statedin the. Agreement (subject to the provisions of pnragroph 11.9.1 in the ease of.Unit PriceMork)._ 1.12. Covlirrel Times, —The numbers of days or the dates in the Agreement: (i) to achieve Substantial Complcuon,and (ii)to complete the Work so, l}rat;it,is ready for final payment as evidenced by h•N(riNEE12's written recummendation of final payment in accordance viitl4ti .igaph 14.13; 1.13, CONIRACTO-R--The person, firm ;or;eorporntion with vihomOWNF,R has cntcred'intothe AgreemenL 1.14. defective -An adiective which when modifying that i does to to ity for the protection thereof has,bech assi R at Substantial Completion accordancein 4.8 or 1430): 1.15. Drawings --The drawings which show the "scope, extent and character. of the. Work to be furnished and performed by CONTRACTOR and which hats, been pmpared or approved by ENGINEER aSid are referred to in the .Contract Docuivems. Shop .drawings are not Drawings as so'ciefined 1,16. Effective Date of the Agreement -The date indicated in the Agreement on which it becomes effective, but if no such crate is indicated,it means the date on which the AVeemeni'is siEned imd "delivered by the .List of the two parties to, sign and deliver 1 f7. ENGINEER —The person. firm or corporation named as such in the Agreent cnt. 1..18. ENGINEER'' 'Considiarrl-A person :firm . or corpomtmn havini a contrail with ENGINEER to furnish services as' ENCINCCRs -iridependznt, professional &%ciciate'or consultant with respect to tits Project rl wlici is identified as such in the Supplementary Conditions,- 1.19. Field 'Order -A written order, issued by ENGINEER wluch'orders mirth changes,in the Work iri accordance with, paragraph 9.5'6ut which does not involve a change in the Contract Price or the'Contract Times. E 0 • 1,20. Gen-airl Requirethehis,—Sm6ons, of Division I of 1954 (42USC Section 2011 et,opq) asamendedfrom timeto time, 0 1.21. Hazarribia Waste —The term Hazardous Waste shall have the :m ning pro"vided i "' 1q0.4 of thc"S61id � . ption Waste Dispoml Act (42 USC Section '6903)'ss mucoil.68, from time to time. .22.a..Lawr.a)7dRegiilatioju,-.Laiiw or-Regulaliorzs,Any .and _aIl appli6able laws, iiiies.- _' ic-ulations, Ordinances, ::odes and and orders of any and - 11 vermnLruril bellies,,a go gercies. authorities anti courts hiviiigjurisdie4oL 1.12.b. Legal be;ihosc holidays observed by the City of Fort Collins: 1.23. Liens —Liens, char6es security, interests s 'Or cricumbrance'S46n real property or personal propeky. 1.24. Milestone --A principal cygntu 'r' cd in the Documents relating i - I e completion - Contract Ijo6uri o an Mdcite, date or time prior 'to, substhfitin'l Ccimpletibn of all the' 1.25. Nqfice,qf,Award-A written nofice.by OWNER to �thc apparent ,mucem9fol bidder stating that upon compliance by the', apparent successful bidder' with the conditions within tlictinle'specifial 0WNE-k will sign and deliver theAgreemmit. 1.26-._ Notice, to Proreed=A written notice given by OWNER to COWrftACfqR (with a copy to liNGINEER) fixing the - date on � which the Contract times, will, commence to run.and on which CONTRACTOR ithallstart to perform CONTRACTOR'S obligations under the Contra6t Documents 1.27 0,1MVER—The public body or authority, corporattori, association; firm or person with whom CONTRACTOR ha's.cfitcrcd into the Aireqmcht and for whom the'W6rk islt6 be pioiWd 1.28. Partial Utilization -Use` by OWNER of a substantially completed F;art,of the 1Vork'for the purIxise. for which 1CL'; untended (4 a Mated purpose) ,pnor,to. Subsl�nlialC pletion'b"f all the Work- 1.29., PCBs—Pcilyehlcrinat6J biphenyls. 130. Pelmletxv-Petroleum. including crude -oil or any, fraction thereofwhich'is' liquid at standard c6itdiiioins bf- ,temperature and pressure '(60 degrees Fahrenheit and 14.7 t ounds 'par square inch absolute)' such as'oil, petroleurn, fuel oil, oil sludge, oil refuse. gasoline, kerosene and cil'inixed with other lion-l-lazaidous Wastes'and cr6ck 1.31, Project —The -total construction of which the Work to provided under the Contract Documents may be the; ,,Z le, (i a 'pun,as irdiciitcd elsewhere ih..the Contract Documents. 1.32.a. 'Ra&oactrw:AIatefiiil—Sourcc. special nuclear; or byproduct material as defined by the Atomic Energy.Act of EXDC061ER.AUCONDJ;111&I�6 01013 600F.Cfitian wIdI7i6FF0RTc6LLii-iS mobti:t6-ndNs (tE-v 4na0ii) I.Jf 6. Re.V;iar TllorkirtZ'Hoitrs.-Rmular working hours are defined as'. TOWm to -6:OOIM' unless Otherwise snecifiod in the General Reqiirements. 1.33. IteiUMt Pn)j I ectRepresentative—The, no I than I zed representative of ENQlNEER-vvho may be assi;*dto the site or, any pail thereof. . 134. S*pIes--Physical examples of materials 6quiiwn6rii,zo'r-workmanship thitt'are representative of portionsome of the Work and which establish the by which such portion of the' Work will be judge 13 , 5. A61) I)rai;*ijs--All drawings; diig'fams, illustratiom schedules, ' and other data or information which arc specifically prepared or assembled by or for CONTRACTOR andsub�niited by CONTRACTOR to illuftmte s6re'l5brii6h of the' Work. P, 1.36. Spec!ficarionT—Those portions.of the Contract Documents consisting Of writiLn technical descriptions of mate rial.% equipment; ,construction.systems, standards and workmanship as app, lied, to 'the Work arid certain administrative details applicable ihcrctc'). 13T STLbcontravlor--An individual, fitrin or corporation htniing a direct ocinti-act.with cc)f,1TRAc1.OR`or with any other Sukontract6r'f6r,thc pci-formanicebf-a part.of the Worvit the site. 1.39! Stbsianfial Completion --The Work- (or a ' ed part thereof has progressed to the poiwhere, in' opinion' b? porn ENGINEER as, evidenced by ENGINEERs definitive' -ewificate 'of ' Subsiaintial c6m,pIeti6zt, it is suffi&ienily.c6jnplke. in accordance %iith ;aA be dtiliied for the Nrposes'f6rwhich it.lis �d; or if no such certitcate'is issued, when 'the 'is . corn ple . t I e and'.ready for firial payment as -Ad by ENGINFER's written recommendation of ayment in a cc6rdan'c'e with . paragraph ragraph 14.13."- The "subsuffitially, c6nipleie' and 's_ubsIAniialjlX :fed" as applied toall or part of the Work refer to raial Completion thereof 139. Supplenzentar), Conditions —The part of the Cciintra&t,Dbcurnents arnemls.or s6rivlcrnents thae General Conditions. 1,40. Supplier —A manufacturer ' fabricator, supplier, distributor, materialman'or , v endor havinga direct ' - dir -t contract with CONTRACTOR 'or with any: Subcontractor 'to r 4r materials 6r,equip'men't to be inc6rp6mted ifi'the Work by CONTRACTOR or airy Subconfiactor. 1.41. Undergamind Facilities —All pipelines,I conduits; ducts, c� bles, mores manholes faults tanks; tijrioels or other such facilities oratiicKnienis, and aK5; containing such, facilities which have 6cvn installed underground to furnish.any ofthe following services or materials: electricity, gases, steam. liquid petroleum products, telephone or other communications, cable televisibn, sewage and drainage removal, ualfic or other control systems orwater. 1.42. Unit Price W'6rk-Work to be paid ;lbr_on the basis of unit price'&: 1.43. P-ork--The'entire .completed construction or the vanous'separately identifiable parts thereof required to be 'Ctrnubed under the Cgntract•Dbeurnents Work includes and is the, result -of pTf, rmin or furnishing labor'and fur' shin and incorrppo-`rating materials and equipment into the construction, and per(ortnit g fir fumis]i g services and furnjilurS documents; all as"required try the Contract' Dowmcnts 1.44. lVork Change Directive -A ,written directive to CONTRACTOR. issued on or after the Effective Datc of the Agreement and signed by OWNER and recommended by ENGINEER ordering an addition. deletion or revision in the Work,or respoodmg to; differing or unfomscen' physical c mditions under .which the Woik is to be perfomted �as provided in pamgmph'4.2 or "4,3 : or to emergencies under paragraph 6.23. A Work Change Directive will not change the Contract Price or the Contract Times, but is evidence' that the j4riics cxpcct that the, change directed or docuntemcd .by a Work Change Directive will. be incorporated in a subsequently issued C6angc'Ordcr following negotiations by the ,parties 'as iti iLs effect,'if any, on the Contract price or'Contmct`•Times as provvidcd in paragraph 10.2. 1.45. 31titten Anfendment—,A written.amcndnicnt of the �Contmct Documents, signed by OWNER and CONTRACTOR on or after.the Effective Date of the AgrTpent.and.normally dealing with the noncojinedring or nomechriical lather than stricily consiruction-related aspects of the Contract Documents. .ARTICLE 2-PRELLMNARY MATTERS Delivery of Ban& 2;1- When CONTRACTOR delivers the executed A�reemrrils: to OWNER CONTRACTOR shall also deliver to OWNER rich Bonds as CONTRACTOR may be required to furnish in accordance with pail'U ph 5.1. Copies ofDoeuments.• 2 OWNER shall funush to CONTRACTOR :up to ten .cbpies (uiiless otherivise specrGi'il in t1.he Supplementary Conditieris) of the Contract Documents as mz reasonably nzcessary for.the execution of the Work. Additions i copies will be furnished, upon request; at the cost of reproduction., Commencement of,Contract Times; Notice to Proceed 1.3. The Contract Times will commence to run on the .thirtieth day after the Effective Date ofthe "Agreement, or, FJCDCOEREkL CON'UIT10C151910-8(1990 E&WO w-ICIYY Ol; FORT COLLIN6 N106tt1CATIONS Ql -v 42oao1 if a Notice to Proceed is given, on the'dav indicated in the Notice to Proceed. A Notice to Proceed may be given at any lime within thirtyys daalter the Effective Datr:of the ' Agreement - .- - : n he of-Bidopennng-or-t1ie[hirtiatli•day-ether thz-Etleetivz�l4eEe of-t}ie-Agreement: vvluchiver:dntztis rarhrr- Starting the tVork: 2A. CONTRACTOR shilll start to, perform the:Wiirk on the.daie "when'the Contract -Tunes commericeao rur4 but.no Work shall be done.at'the site pncr'to the date on which the Contract Times commence to run Before Starting Cgilsiruction:' tic undcrtaking_each part of the Work; rOR shall carefully::study, and compare the x tments and check -and verify pertinent ,wn thereon' and all applicable. field is CONTRACTOR shall projnptly report in NGINEFR any, conflict, error, ambiguity or which CONTRACTOR may discover and a written interpretation or clarifimtinn from .before proccedmgwith•,anyWork affected ,ever; CONfRACI.OR'shall not be liablc:to. ENGINEER for failure to report any conflict; iguity or discrepancy in the; Contract unless CONTRACTOR knew or reasonably known thereof. 2.6: Within ten days after the Effective Date of the Agreement (unless otherwise. _specified in the (Iencral Requirement-,), CONTRACTOR shall submit to ENGINEER for review: 2.61 a preliminary progress schedule indicating the umes;(numbers of days or dates) for starting and compl trig tlic various stages of the Work, mcludirjg any Milestones specified in'the Contract Documents: 2.6.2: 'a preliminary schedule of Shop DmvFing and Sample submittals -which will ' list each required wbmittaiariil the times for submitting, reviewing and pKicessing such subiniital; 2:6.2.1. In no rise will a schedule be acceptable which allows less thin 21 calendar days for each review by Engineer. 2.6:3. A preliminary schedule of values for all of the 'W rk which will include quantities and price; of items aggregating the Contract Price and will 'subdivide the Work into component paarts in sufficient detail to serve as the basis Cor Progress paymerifs during construction. Such p'rie:zs Will include an appropriate .amount of overhead and profit applicable to each item of Work. 23: Before any Work at the site .is started, Cn1,1fRAC7'OR era GWM331i,shali eaeh deliver to die ethei, OIVNER with.copies to each aclditierwl iastared rn fi a in .r._ eme bents ENGINEFR • 0 • 0 0 "ficatlof insurance (Ond other evidence of insurance R65611ably, request request by 01 RTERI which CONTRACTOR cii d G"Et MR ------ iVely-ar-OIS rCLIUqed 40 pun6ii and MH in accordance 'with Preconstructio'n Conference., 28. Within tw�entydstart ays after the Contract Times stato run but befoi�'any Work at the site is ' �;ta�ccL a e - ithf8r-'ence 'attended_byOONTRACTOR.'ENTGMER' andothers; as'! .appropriate will `beheld. to establish n workiig understanding among the par6cs as to the Work and to discuss the schedules referred to in paragraph 2.6, pr ocedure's for 'handling Shop Drawing and other b 'I " d -1. for' 11 m 2 APO I&Htiom _uj 'crit and maintamm'=11n, S cords. Initial( Acceptable Schedules Or n technical or are• used to luch words of ice with *that if the Contract m,provided"in 3.3; References to, Standar& and Specifications Mations of Technical 'So ' ci , ettes; - ,Reporting and .,Uesohi . ng Divcrepancie.v' 1. Reference to standards,_.specifications, ; at the site be�ik rc 'the Wesit Application �ent before any work or by implication shall mean a conference attended by b CONI AC "R'P -f -, -ENGINEER standard, specification, manual 'code, or Laws or and others as approprjfiia�dcsiPjia ed'hy OWNFR, will be Regulations in effect at the iinic ofopening of Bids (or, ]held to reView for acceptability to FiNGINFER4s provided on- the Pffective'lihW of th8 Aircenicht if there wcro I)clo'W-tfic schedules submitted in accordance with ii_O Bids): cxwp't as may- b6' offic6mise specifically ,i um snau nave an actintonai ten oaNs, to make and adjustnients and to complete and resulnit C.4, No progress pa in. shall be made to :TOR until t&, sclaodules'are submitted to and to ENGINEER' as provided bclow;. The hedule will be acceptable to FNGINEFR -as an orderly progression , of the Work to i,6thin any specified' Milestones, and th.6 oi � to RNPIN EFR s as;providing a *oalza as to PARTICLE 3--CO.N'fRA(-rDOCU'.-%IENTS: INTENT, AMENDING, REUSE intent 3.1. The Contract Documents, . compris I e I the entire agreement between `OWNER and CONTRACTOR conco the Work. The Contract Documenis.-me compiementary, what is callod foi- by one is as binding as if :tailed for by' all. ' the 'contraa.Documents 'Wai "be construed in accordance . , with I the laik of thecplacc.cf the Project: 3-2- It is the intent of the Contract Documents to 4 ' W/Ci-lYbFFORT C6LiIts-NiobiricA:no'-4-s(REV 4'(IOOU) -3.3:3. Except as otherwise specifically stated in the Contract Documents or as cony be'Pro_videif,by amendment or supplement"thereto issued by one of the rnethtids' 'midicated in pa . ragraph3.5 or .3.6, the provisicris- of the Cet Lract DWL1Mcri6shaII take precedenceprecedence in resolving any -.conflict, error;. ambiguity ,or discrepancy betwe�en�the plov:isi o-ris of the'Contrict. Documenti, and: 3.3.3.1. the - provisions of any . such standard ni'n"I, 66&or instruction - (whether or not spccifically inicurporat' ed by ieference in the Contract Documents); or 33.3.2. the provisions of any such Laws or Regulations, applicable to the "perfon iance of the Work (unless such an , interpretation of the provisitns of the Contract Documents would result. in violation of such Law or Regulitiun). ' No provision of any such standard, specitication, manual, code or insuuctiim shall be effective to change the duties and responsibilities of 'OWN'ER CONTRACTOR or FNGiNFER, or airy ".of their, subcontractors, consultants, .agents or employees from those -set farthin the Contract Documents, nor: -hall it be. effective to assign to OWNER; -ENGTNTFER or am,,of ENGiNF.ER's,ConsultanL% agents or 'employees any duty or atithorin• to; supervise 6e.direct the furnishing or performance of the Work or -,any duty or authority to undertake responsibility, inconsistent with the provisions of paragraph.9-13 or.any other provision of the Contract Documents. 3.4. Whenever in the Contract Documents the terms "as tordered", "as directed", "as .required", "as allowed", "as approved", or terms of like effector import ate used, or the idieciives "reasomible "suitable". "acceptable", "proper" or satisfactoryor adjectives of like effect or import are. used 'to describe a requirement," direction, :review 'or judgment of ENGINEERas to the Work, it is intended that. such requirement, direction, review or judgment will lie• solely_ to a6luate, in _general, the completed Work for compliance with the requirements of and information' in the Contract Documents and conformance with 'the design concept of the completed Projce't'as a functioning }yhole`a9 shown or indicated in the Contract Documents.(unless there is a specific statement,iridiceiting othetwisz). 'The use or '.R_any fluty of authority to superviseor directthe or perfoiman e of the. Work oi�any duty, or to. undertake responsibility contrary to the I f paragraph 9:13 or any other provision of the 4menring and Supplementing Conbuel DoLwnzents 3.5., The Contract Documents may be amemled to prdvtde for additions deletions and revisions m the Work or to modify, the terms and coriditionsr thereof in one or more of the following ways: 3.5.1. ;a formilWrittarAmeadmenl, 3.5.2: a Change Order-(puisuant to paragraph 10.4), or EJCIx GENERAL CONWITIOh5191" (199a Edition) wi Carr or F0ki �OLu ris MODIFICATIONS tinny-lrz000j 35.3.a Work Change Directive .(pursuant to Paragr_aph 10.1). 3.6. In addition, the requirements .of the Contract Documentsmay be supplemented and miner variations and dcviation4 in the Work may: he authorirad"ni.one of more of thefollowing ways: 3.6: I.. A Field Order (pursuant to paragraph'9.5), 3.6.2 , . FNGII T-ERs approval of a'Shop' Drawing or Sample,(pursiiant to paragraphs 6.26 and 6 27), or 3.6.3. ENGINEER's written interpretation or clarification.(pursuant to paragraph 9.4). Reuse ofDocumenb: and env Subcontractor or, ler'a 'direct Iothhvve or i any of the thcrcot) prepared by or hearing the se FNGiNFFR's Consultant; and (ii) sl such Drawings; Specificatimis; other on extensions.of the Projector any i written consent of:OWtNBR'and EN( written vilification or adaptation by E ARTICLE S—AVAILABILITY OF LANDS; SUBSURFACE :AND. PHYSICAL CONDITIONS; REFERENCE POINTS" IvaildbiGty njLantbr' 4:1. OWNER shall f rr sh, as indicated in the Contract Documents, the .lands upon which the. Work.7is to be performed; rights of --way and easements for access thereto, and such other lands which are designated for the not of geneiarapplication but specifically related.ib use of lands so furnished with which CONTRt.Cf OR wall have to comply in * forming the. 14rork... Easements for irovided in :the �Contrect' Dom TOR;and OWNER are unable to,or the amount or extent of any or easements CONTRACTOR may make.a.claim For as provided in Articles I I and 12. '5 • 0 is CONTRACTOR shall piovide for all'additioral lands; arid, ;access 'thereto that may be. required If temporary construction facilities or storage of -materials and. :equipment. 42. SubsurfaceandPhysicalCondltionk, 4.2.1. 'Rcvoiis and Draiiingsi Referenceis made to the Supplementary Conditions for rtlentiliatiionof. 4.2.1.1. Subsitrfaca Condifroins. Those repots of ons exploratiand tests of substaface conditions afor eontngu6 to the site' that have been-mili�ail:by ENGINEER in preparing the Contract Documents;: and 4.2.1 2. PIpIcal Camhnons: Those drawings of physical conditions-in'or" relating to ciisting suriacc'. or.subsurf cc stmotures,at or comiguous.to'Ihe site: (except, Underground Facilities) that have been: utilized by ENGINEER in prep ring the.Contrac4 aioounneriis, 42:2: Limited 1 %Zelmlcal Data: indicated in the Contract Documents; or 42:3.4. is of an unusual nature. and differs materially from conditions'ordinarily encountered ;arid genially recognized as inherent m work"tif the character 'provided for in the Contnict Documents' then 4.2:4 EA'61AEks, Review: 12VGINEER will promptly review [he' pertinent orconditions determine I_he. neoessnty of OWNERS obtaining addtiional exploration or tests:vrith respect"thereto and adviseOWNER in writing (with a copy_ to CONTRACTOR) of hNGINEER's findings and6onclusions. contattied in such 42.5. Possible Contract DoI ciunenis Cliange: it' nddrawings ;are not ENGINEER that a`change in' the Contract iitn" is identified in Documents is required ns'a result of H condition ihm roci: s for.such reliance on one or more gfthe categories in paragraph 41,13,.a -Work may no re y upon. Change Directive or aChange, Order will be issued as JGINFER or any of provided in Article 10 to rellect and document the to - consequences of such change. 42.2.1. the completeness of I such:reports;and 4:2.6. Possible 'Price hnd limes .4dustiaenrGs: An drawings for :CONTRACTOR'S' purposes _equitable adjustment in the Contracr'Priec or in _the including, but not limited to, any aspects of the Contract Times, or both, will be allowed to the extent that means, methods, techniquds, sequences and the:existence of 'such uncovered or: revealed e.onditi6n procedures of construction to be employed by causes,ait merease or decrease.in CONTRACTOR's cost CONTRACTOR. and safety precm alum and or or time required for performance oC the Wbrk,.subject, pr6grams,itie dent thereto, or' however, to the following; 42 LI, other -data, interpretations; opinions and uifonnation contained in`such reports orshotvn or iridicated in such drawings,,or 4:2.2.3. an)^CONTRACTOR interpreuitiori of or conclusion drawn from any "technical•tlata".or any such data, . inteipreiauorv, 0piraons or Inf(Rm HtmR. 4.2.3. Notice of Deering Subsurface or Plrys cql Conditions: lf..CONTRACTOR believes that. any 'subsurface or physical conditiori at or contiguous lo,the°site that is uncovered or revealed either. 4.2.3.1 is of such a nature "as, to establish that ,lily 'technical 66i" on- t 'which CONTRAG7.0R.i9, entitled io-rely as provided in paragraphs:4.2.1 and 4.? 2 is materially inaccurate, or 4.2.32. is of such a nature as to require :'a change m the'Cmitract Documents; or 4.2.33. -differs materially from thntashown or EJCUC GENERU:'COND171Oh61910-811990 Eebtiml wl C111r6F FORT COLGNS N10UIFICA110NS (titiV 412000) E 4.2. 6.1. such condition mustmeet any me or more of the; categories. described in paragraphs4 2 3.1 through 4 2.3.4, jncjusivc; 4 2.6.2., a change in the Contract Documents pursuant to paragraph 42.5 will not 'bc an' automatic authortcnron of nor a condition precedent to eniitlement to any suelhadjustmenl 4.2,6.3. with respect to Work that is paid for on a Unit price Basis, any adjustment in Contract Price will be subjed' to the -provisions' 'of paragtephs 9.10 and l 1.9; and 4.2.6.4., CONTRACTOR shall not be entitled to ary adjustment iri thiC660ict:Price''or Tunis if; 4-?:6.4.1.. CONTRACTOR knew or the existences' of such conditions, at the time' CONTRACTOR made a fyial commitment to OWNER in respect .of tommct Price:and Contract Times by:the submissioh of a bid or becoming bound under a negotiated contract; or 4.'16,4.2. the existence ,of -such. condition could rrisunably have been disrovere'd or reyealed as a result of any examination, inv_estigatiori,, exploration, test or studv, of the site and contiguous areas required by the Bidding Requirements or,Contracl Documents to be conducted by or for CONTRACTOR prior 4.2.6.4.3. CO1,FfRAC`f0R failed to, gn tithe written notice within the time and as required try pmgrapti 4 1:3. If 01UNER and CONTRACTOR are unable to agree,on entitlement to or as to the amounf.or IeNth of'any ,such equitable"adjustment in the Contract Prtcx or Contract Times, a_ claim may 'be;made therefor as provided' in' Articles 11 and 12:-'However,OWNER, ENGINEER and 'F�IGINEER's Conwliants shall .not be liable to CONTRACTOR for any claims,' costs, losses or'damages, sustained by' CONTRACTOR on or in connection witli Rny other projector anticipatcd-firojcct. 4.3. Pht'sici l Conditions —Underground Facilities: 4:3.1. Shown "orMdcated: The information and data shown of indicated i_n the Contract Documents with respect to yaistiltg Underground Facilities 'at or contiguous to the site is based on information and data furnished to OWNER or ENGINEER by the owners of such Underground Facilities or by others. Unless it is othuwisc expressly provided in, the Suppicmcnttuy Cond tions: 4.3.1.1. OWNER and ENGINEER shall not be responsible for the accuracy ;or completeness of any such information or data; and 4.33.1.1 The cost of included in the Contract shall hava.full resnoisib or protection of all .such Undetgrc provided in paragrsph6.20 ar damage thereto resulting from the Not Slioun yr bubc6tedr Ifaut is uncovered or revealed at Or which was not shown, or inn t"Documents, CONTRACTOR s 1kifoiming any Work in connection In an emergency as required, by identify "the owner of, such Undergo FJCDC GENEILIL CONUIT10I.5 t910-8 (1990 Editim) W CITY OF FORT COW,M MODt17CATION 3 (Rh l' 4r1000) give written notice to that owner and tc OWNER and ENGINEER ENGINEER will promptly review the Underground Facility-anddetermine the edema if any, to which a change is, required'in the Contract m Doyuents.to'reIlecC and document the i:onseque'nces of the existence of the Undergound Facility:" If LNGINEER concludes that a changein the Contract Documents is required: a.Work Chaniee Directive or a -ided. -in porapmph_6:20. may: be in an increase in an extension of the'Contract not shown or <Indigted in the Con and that CONTRACTOR did not la not reasor>ahly have been ;expzctedI to have anticipated If OWNER and fire unable to agree on "entillement to as provided in Articles 11"and 12. Z, F.NGINEF.R and F. , nny ReferencePoiints 4.4. OWNTPR shall provide cngiricerirt-surveys to establisFi reference points for construction 'which in 0,1GINEER's judgment are necessary to :enable CON'I'RACfOR' to proceed, 'with the Work. CONTRACTOR. shall be iesponsiblz for laying oub the iyork, shall protect. and preserve. the established reference points and shall make'no-chattges or relocations without the prior written -approval of OWNER CONTRACTOR shall report to ENGINEER whenever any reference' point is'lost or destroyed or'requires relocation because of nzcessar} changes in gmdcs or locations;'and shall lie responsible for_the accurate. replacement''or relocation of such reference points by professionally qualified personnel 4.5. Asbestos; PCBs, Petroleum; Ilaardous Waste or Radioaciir•e Afaterial: 4.5:1: :OWNER'' shall be responsible for "any Asbestos, PCBs, petroleum, Ilaiar ous Waste' or Radioactive Material uncovered or revealed at the site. which -i6s no_t'shoi4n or indicated in DmNv' mgs or Specification's' or identified in_ the Contract mo:b Documents te .wi In' t}'e si:ope of the Work -an d which may present a,sulatanttal.dairger to persons or proppeerty e..-posed thereto in connection with the Work at the.srte. OWNER , shall not be,respoitsible for any, m. such, aterials' biroujo to the site boy CONTRAmOR, Subcootraciois, 'Suppliers" or anyone else for whom CONTRACTOR is responsible. 0 E 0 -Jrtcmd-`cr[`p(? j--tv'rcah['_i �[vrPGBq;,Tccreletlm in the q m Ba�detiiWe:it�N-A4aiCFi@l"iiFla6Vfg0d EJCDC uENi'IiAL'CONDITIONS I.910*600 ECkim)_ b wl CITY 6F FORT COU. Ni TI S NIODil'ICAONS(REV 42000) 0 ARTICLES -BONDS AND INSURANCE Performance,Pnyme andOtherByndr. 5.1: CONTRACTOR,shall fumish,N Payment Bonds, each in an amount.at lea Contract Price as security for,the-faithful pi or be In fkrArmment. All Bonds ,signed .byan agent accompaniedby a ecrtificdcopy "of -such agent's to act. 5.2. If the ;surety on lany Bond furnished by, CONTRACTOR is declared a bankrupt, or becomes insolvent or its right to do. business is tat ermined in: any state when. any - part o.f the Project is located or mt ccase8 to I I -meet the recryircmcnts<of pamgmph 51, CONiiACTOR shall within ten days thereafter substitute another Bond and surety; -both of which must be..accepiable to OW IFR. 5.1 Licensed Sureties -and larurefs;-' L'ertifernies,of Insurance: :5.11. All. or Insurance comDames [lilt are licensed additianal requirements and du lificatipas as may be provided in the.Suppleme'ntary Conditions., SECTION 00100 INSTRUCTIONS TO BIDDERS 1.0 DEFINED TERMS Terms used in these Instructions to Bidders which are defined in the Standard General Conditions of the Construction Contract (No. 1910-8, 1990 ed.) have the meanings assigned to them in the General Conditions. The term "Bidder" means one who submits a Bid to OWNER, as distinct from a sub -bidder, who submits a Bid to Bidder. The terms "Successful Bidder" means the lowest, qualified, responsible and responsive Bidder to whom OWNER (on basis of OWNER's evaluation as hereinafter provided) makes an award. The term "Bidding Documents" includes the Advertisement or Invitation to Bid, Instructions to Bidders, the Bid Form, and the proposed Contract Documents (including all Addenda issued prior to receipt of Bids). 2.0 COPIES OF BIDDING DOCUMENTS 2.1. Complete sets of Bidding Documents may be obtained as stated in the Invitation to Bid. No partial sets will be issued. The Bidding Documents may be examined at the locations identified in the Invitation to Bid. 2.2. Complete sets of Bidding Documents shall be used in preparing Bids; neither OWNER nor Engineer assumes any responsibility for errors or misinterpretations resulting from the use of incomplete sets of Bidding Documents. 2.3. The submitted Bid proposal shall include Sections 00300, 00410, 00420, and 00430 fully executed. • 2.4. OWNER and Engineer, in making copies of Bidding Documents available on the above terms, do so only for the purpose of obtaining Bids on the Work and do not confer a license or grant for any other use. 3.0 QUALIFICATION OF BIDDERS 3.1 To demonstrate qualifications to perform the Work, each Bidder must submit at the time of the Bid opening, a written statement of qualifications including financial data, a summary of previous experience, previous commitments and evidence of authority to conduct business in the jurisdiction where the Project is located. Each Bid must contain evidence of Bidder's qualification to do business in the state where the Project is located or covenant to obtain such qualification prior to award of the contract. The Statement of Qualifications shall be prepared on the form provided in Section 00420. 3.2. In accordance with Section 8-160 of the Code of the City of Fort Collins in determining whether a bidder is responsible, the following shall be considered: (1) The ability, capacity and skill of the bidder to perform the contract or provide the services required, (2) whether the bidder can perform the contract or provide the service promptly and within the time specified without delay or interference, (3) the character, integrity, reputation, judgment, experience and efficiency of the bidder, (4) the quality of the bidder's performance of previous contracts or services, (5) the previous and existing compliance by the bidder with laws and ordinances relating to the contract or service, (6) the sufficiency of the financial resources and ability of the bidder to perform the contract or provide the service, (7) the quality, availability and • adaptability of the materials and services to the particular use required, (8) the CONT94CTOR's Liability lasurance 5.4. CONTRACTOR shall purchase and maintaimsuch. liability and 'other •insurance as, is appropriate for the Work tieing performed and `furs shed and as will provide protection from claims set forth below which may arise out of or- result front ;CONTRACTOR's ,performance and furnishing :of the: Work 'and CONTRACTOR'S other obhgatiyns under the Contract Documents; whether it is to l c perfoit eil or furnished by CONTRACTOR, ;any Subcontractor or Supplier, or by an dvectly or indirectly'eniployed by any of them to pciform or furnish any of the Work, or by anyone for whose acts, any of them may be liable: 5A;1. claims under worker' competuittibL,disabihty .bcnefttsand other similar employee benefit acts; 5.42. claims for. damages because of bodily. injury, occupational sickness or `disease or death of CONTRACTOR'S employees 5.4-3.:claims for damnges,,becatise of bodily injury; sickness or,discase, or death of any person other than CON'TRACTOR's employees; 5;4:4-claims-for-datitages-insured-by-cuslnin dry „_i . r_t,-i •. r, ram' �.'. y,nV,. +nd neatly-rehtted iathz-e? pleyntzntef.sucH-F eP1b5 lYA^r OR- G Akh'FF28%n; 5.4.3, claims for damages, other than to the Work itselc because of injury to' or destruction of iangiblz property wherever located ncluding loss of'tise ruultmg therefrom; and 5.4.6.. claims for damages• because of bodily injury•, or death of any person or property damage arising out'of the ownership, maintenance or use; Of any motor vehicle.' The policies of insurance,so required by this paragraph 5.4 'to'be purcfiased aril maintained shall:- '5AT sw•ith respect to insurance regdired by paaamsphs 5.4.3 through 5.4.6 inclusive and 5.4.9. includc as additional insureds (subject to any customary exclusion in respect- -of professiorial liability); .OWNTM ENGINEM ENGINEER'S Consultants and any other perscins or entities identified in the Supplementary Conditions, all of whom shall be listed as :tddliiornl insureds, and include coverage foi the respective officer's aril employees of all -such 5:4,16. include 'oontractual liability insurance covering .CONff ACTOR's indemnity obligations under pirmaraphs6.12,606 aru16.31 thiough 6.33; 'S;41). contain a provision or endonsement'that.the, coverage dfforded will not be cancelled -materially changed or renewal refused until at least thirty days' ie furnished by the to paragraph 5.3.2 will so 5.4.12. remain in effect at least until firm[ payment and at all times thereafter when CONTRACTOR(may be correcting. removing or replacing defective.Work in: accordance with paragraph 13.12;'and 5.4:13 with aspect "to completed dpemtions insurance, 'and arty insurance coverage; Written on a claims-made;basts; remain in 6ffegt;for.at•lea4 tivo years after final payment (and CONTRACTOR shall Furnish OWNER 'and each other additional. insured identified inthc Supplementary Conditions to whom a Qcnificaic of insurance has bean issued evidence satisfactory to OWNER and any such additional insured of comtnuation of such insurance at final payment and one. year thereafter).. OWiVER'i Liability Insurance: 5.5. in addition to insurance required to be provided by CONTRACTOR under paragraph 5.4,. OWNER, at OWZ9ER's option may purchase, and maintain at OWNIXs expense OWNER's own.liabif ry irisurance.as will prbtect OWNER against dorms whicfi may arise from operations under the Contract Documents: Property Insurance 5:6.—unless.otherwise-provided-in-the-Supptemaritary 'r oittlitions-0 WNLR-s1m11-purclia se=and-ran iittairi of-ilia-frill-rapinsenxm=Cosa-thereof-(sub�acF-to-such deduciibla-iunM` nis-as-mav-Fu-procidart-in=the SupPkmenFary-Ci?rtdiFiore-or-iiquireil-l�v-i:a ws-an<1 Regulations). This4nsuranca-slink '5:6.1—include—the-interests—of—OWNFiR; 50`�.'TPo46r6�T>c Subcentras.::rs,�T^IN6Gt>s antrttas tdaritified'in-tlw-Supplementav-6ctnditii�ns; eai,h of whoiirrs-deerned4o have-an•inswable-uiteiest tatik�1ur11•ba•listad as an.iiisuradoF addiFioiiiil•insiired;. 5.4.8. include the specific;wveraggcsand be.vTitten• 5:6?-6e-written on-e-Butldets-Rsl=e11-risk-or for not ,less Oran the limits of liability p6vided'in the Supplementary :Coixldtom koi requaeil .b, Laws --'or Regliationswhtchcvcrsgreater tuildings fatseivBrk and W od to tta-east includecompletedoperations insurance; the-fetlov-ing-pen .. fi:e, 'r .g, e3aended FrCoccEt.Ttkv CON'viriON5tvtds(1990E(btim) wiCITY4E6RTt)OLL1MMOOlFICAnci stitEV42000) • • 0 u --expe :-tnciirrcd—in—the—Npair—br replpbarfierit- ffiny=i riad-p . -t-irtcluding-[Alvnot hinited lfie site nt-si other en-toriting-by o WOF4E-, ained in dree, ---------- Issued- . 0 5.9. OXWER shall not. be: rzsponsibl,e for purchds'aN 56 5 7 lheieePvill be pgap--4n EJCL)CGENEMCONDITIONZS 191" (09DEctitim) 10 W/Ci-f-i6FI;OkTC6LLI'NS'NiObll76AildNSiR,V4/2000) 0 ins U.--.w lhas bmn, pwulv�cd by Q;WIER' QW�%R wgivm All fi9w FNGWEEP� 'RNGMER-�s C-eiisuli-Mg And th 5.1 1j2+ IA44 d 'A IS h,'.q'nPSq ; 'lees y- I GWNFs"d -4=Z recovery=agailist-any-of-GONE ZAGTORrSobcontractois; .Receipt andAppEtutiop of Insurance Prgcee-th. 5.11 Any 'insured loss, under the policies:of insurance required by partgraphs.5.6 and 5 7 will be adjusted' with OWNER and made'payable to OWI�TER as fiduciary for the insureds, as their interests may 'appear,. subject to the reipuremems':ormiN.:applicable mortgage clause and of pam�pW h'5.13. :ONER shall deposit in a separate account any; moray so mceis�ed, and shall distribute it in accordance with such agreement•as the parties in interest .may reach. If no other special agreement is reached the 'damaged Word, shall be rcpaired or replaced, theltioricys so received applied on account thereof and the Work -arid the c6si thereof covered by an appropriate.Change Order or Written Amendment: 5.13. OWNER as fiduciary shall hate, power to adjust and settle any loss ti,ith•the insurers unless one of the partiesin interest sliall object in writing within fifteen days after the ocizirrence,of loss to.OWNEX's, exercise of this ,power. • If such objection be made, OWNER as fiduciary shall make'settlement with the in-surers•inaccprdance_with �siich aor.-eiient.as'thc uanies-in'intcrestinav reach lf:no emcht among the parties in interest is as fiduciary shall adjust and settle the Acceptance ofllondsand Insurance; Option to Replgee: 5.14. if ' OWNER has any objection to the coverage afforded by c rather provisions.of the,Bort&,cir insurance required to t 'purchased and maintained by the' ether pe .CONTRACTOR in accordance with Article 5 on the bas of rionconformance with the, Coritmct Documents, tl' the certificates (,Dr-oilier-evidenca __g required- by �mgmph 2.7. (`TC1D••.. t;.-1-1 p. .:.ram i.: C. fatnaFi<NI=FIi-reSpeGi-Uf-1115ttGEtnGe ley-reasormbly-rarluasl-rf-either nor-maintain-el1=oC the-Bctocly=aril -such-parry—by=tha-Contract 'skn}}- -01-4he-othher-p,eHy-m �-purchase-prior-lo-the-start-of-the �tantniriktirf-pflor.,Fcr-a^ ,. ny-may-ekcl-to-obtain .zyttiv{ilerri creel-suehKithtr pariy'a-utterrsta�al ,ivho-suns-feels[ vecl-tu-piovida-sui;h-: ly: Partial Ufili;utron-Pr'aperty Insurance: 5:15. If OWNER finds, it necessary to,occupy or use.a portion or portions of the Work prior to Substantial EICUC OENERAL CONDITIONS 191" (1990 Edaioh) w/CITY OF FORT COW NS h106I11CAT10NS (1t1iV A2000) 'all the Work, such use oroccupancy _n ied in accordance with paragraph 14. no such use oruccupancy shell commci charIges in covemge necesssttated theieby: The providing the prop,criy insurance, shall ;cor endorsementon the policy or policies, but the insurance shall.not be -cancelled or permitted to account of any such partial use or -occupancy.. ARTICLE 6-CONTRACTOR'S RESPONSIBILITIES .Supert'Mon and Superbitendence 6.1. C()IrFRAG•I.OR shall .supervise, iinspect-and direct the Workcompetently and efficiently. 8evotmg Bitch attention thereto, and applying 'such skills ;and expertise as may be necessary to perform the Work in accordance, with the 'Contract Documents: CONTRAG•1.OR shall be solely responsible for the means, methods techniques. .seauences and nrocedures of of a specific means. method; technique, or or proieze of construction which is shown or indicated in and ;expressly required by the Contract Documents. CONTRACTOR :shall he "resporuiblc to F= that the completed Work coniphes accurately with the.Contmei Documents 6.2. CONTRACTOR shall keep on the Work at all tints during 'its progress a 'eompe[em resident superintendent„who shall rioi'be replaced without written notice ;lo, OWNTER .and INGIIvTEEIt except under c�-trnordinary circumstahocs. The superimendent will be CONTRACTOR's represer tati" a at the site and shall have authorityto act ;on behalf of CONTRACTOR All commuruications.to the suoer"iiitendent shall be as binding as if given to CONTRACTOR: Labor, Materials and Equipment: 6.3. CONTRACTOR shall pi •suitably qualified personnel to, -.sir constrict the Work -as: required Documents CONTRACTORshall.a gooddiscipline and order at the. site. required for the safety or protection Work or property at the site or ad except as otherwise utdicaled.in the C all Work at ahe site shall be_pai fon N torkirj hours and CONTRACTO overtime work or the perforrn'ance of Sunday or any legal holiday without e competent, lay ; ;but and the Contract lima maintain etas otherwise persoris,or the not 191 • • 0 • 6.1�u Unless otherwise 'specified in the, �qerioral I,Ze ircmcrits;,CONTRACTOR shall furnish and assume I full responsibility for all materials, equipment, labor. ,ns lon-ourstruction equip'ment ,and machinery; ,T)Iaic Iheat telephone, vaid, icilites, temporary facilities am all other facilitis and incidentals essay for Is perforninince, testing, start-up and completion of the Work.- 6:4. 1. Purchasirm- -Rt-slricticnts: CONTRACTOR must comply with the City'spurchasing restrictions.. A cope' of the resolutions- ire -a^vH ilable for review in the• offices of the Purchasing. and Risk •Msrwpemcrit Division or the Citv.Clerk's office. 6.4.2. Cement Restrictions: City 0 Fort Collins Collins Resoluition91-121 requires that pjpli�UZorbduceB, ,of 66mert or products containitcenot criN-that' the cement was not madein cement that -bum hazardous waste as a fuel. 6:5All materials arid equipment shall be of good q:1:c,and hew, except as otherwise provided in 'the C Documents. All warranties and.guarantees TOR shall furnish satisfactoryevidence I, - cpa - rLs of required tests) ,as as to" the kind and materials and equipment:All materials ,and ;hall be apfiliaIiristalled, connocitti, 6f&ti:d, vd and conditioned in accordance .with of the'appli6ble Supplier, except as otherwise: Progress.5chedule: • 6.6. CONTRACTOR shall to the, pi�ogrcss schedule establishe'd in accordance rdance with paragraph 2.9 as it may be adjusted from time to time aspro1 ided below:. v 6.6.1. CO\,TTRAc TOR shall submit to ENGhNMR for acceptance (to- the; extent indicated in paragraph2.9)prop6sed adjustmentsin theprogress: schedule, tharwill not chzinge -the Contract Times (or N'filesiom): Suchiiidjustritents w*ill c'6n'fb'rm'generalIy_ to the 6i4ciss schedule then in effect tind addlitioruilly ivill. comply with any Or-ovisioris �of the Gertiral Requirements applicable thereto: 6.6-2- Proposed adjustments in the progress schedule _thkwill change the Cdfitraict Times (WNlilestones) shall be submitted in accordance with the requirements, .of _r;arAgniphl1I. 'Such' adjustments, may only ;fie made by a. Change Order or' Written Amendment in accoirdance with Article 12. 6.7. Szibiiitirte&' hd "Or-Equid " Items: 63.1. Whenever an item of material or,vqtiipment is, specified or described in the ContFact D&umifits.by . 1.1.� I r' " "ifil6rthename. ,f u��mig , name o a proprietary ite . I innicula.'r, Surolici, the specification 6rdescription is intended to establish..the typc.juniction and.quahiy required. Unless the specification or dewription, EJCDC GENERAL COMMONS 1910-8 (1990 Editim) 12 W/d-ri6FF61itC6LLINsNiOi)ivi6KnO'Ns(RE'V4/2000) contains xis foIJowcd,by,Nvords'r6dmig thatIntlo like. equivalent or "or -equal" . item o r. I n I o-,sub . stituition'is permitted.. other'.items of material or equipment or material -or .equipment of �offier. Suppliers may ' - be accepted by ENGINEER tirider the 16111owing circumstances: 6,7j.I. i0t4qual'. If in'ENGINEER's_-s6le zdiscretion an 'item of material or equipment proposed by 'CONTRACl'OR is- luncuottally 0 c o a named and su ' fficiendysimilarsI6 that ' related Work will bVr&*ed, it may be d by I3MiJ7fIEER as on "ore4JUBV' item, in, which case review and approval of the proposed item may; in PINGINFER's sole without compliance with sonic or all of the f6quirieme'nts for ;acceptance ' of proposed substitute items. 6.7.1.2. Substitute Itew: if in ENGINEER's sole discretion an. item . of material or cquipmj7it ,proposed by CONTRACTOR'does not qualify is I I an `or,'eq6a1"'item u.ndir:subp;mgmpb &-7)A it will be, cohsidered, a' proposed .substitute )stitute -ten. CONTRAarOR shall submit sufficient information ;as provided below to allow, FNt77INFFk to `determine that the item of material or equipment ipn . i I ent proposed is csenfiall}'oquivMcmto that ruined ind.ari acceptable substitute theiiefor, The procedure` for review by the,ENGINIZER-will include 'the 'fallbxvirig as by, 'in the General Requirements; and as FNGINHER may dc ` tinr cthin "circumstances: ' - _iistaecs,, ,_ni, rt Requests f'or review, of proposed substitute , items of r9priati: equipment will 'not be accepted by F ac'OTNF other , ER from_ anyone . ther, than epizine 7- ,e of the',propwed.substitute- will c COINTRACTOWs achievemerit of nil Comoleticni .'on I time, whidher-or not I oe,.of the substitute'for'use,in'-thie Work lure a xininge,m any,,& the 'Contricit rits (or in the,picivisiong of any othei 3niradi with OWNER for.work on the to Adapt- the,deiign to the proposed c and whether or not incorporation or use Aistitute in connection with the Work is will be'identified in t. maintenance repay n includi' .1 � contractors: I I by the .resulting change, all of which will be considered by ENGWEER. in evaluating the proposed substitute. ENGINEER may require. COM ACTOR to funtish additional date aliout thc'prgposed substitute. -• 6.7.1.3. CONTRACTORS Expense: All data to be provided,by CONTRACTOR in support_ of any proposed "or -equal" or substitute item will be at CONTRACTOR's'e.�ense. 6.7.1 Substitute Coiahteclion Ale401 s or procedures: If a specific means, methd,- technique; - sequence or procedure, of. construction is shown or indicated in and expressly, required by the Contract Documents, CONTRACTOR may fumish'orutilize.a subsiitutc2 means, method techraque, sequence' br procedureof construction acceptable to ENGINEER. CONTRACTOR shall submit sufficient information to allow INGINEER, in ENGINFFR's.sole discretion; to detemtine'that the substitute proposed is equivalent to tha(expressly called for by the Contract Documents. The procedure for review by ENCu NaR will Ii%. similar to that Provided in subparagraph 6.7.1:2. 6.7.3: Engineers Evaluation: ENGINEER will be allowed a reasonable time within which to evaluate'. cash proposiil or suhmittal .made pursuant to paragraphs 6.7.1.2 and 6.7.2. ENGINEER will be the sole. judge of .acceptability. No "or' -equal" or substitute will be ordered, installed or utilized without ENGINFE R's Prior written acceptance'which will be evidcnb:dibv cither.n Change""Order or ari:approved CON I KAUI UK to twntstt . at GUN i KA41 t)K's expense a special perfomtance guarantee or other' surety ""with respect to "any-"or-i:qual' of :substitutc� ENGINEER "will record time required by ENGWEE2 and ENGINTEGR's Consultants 'in evaluating subsiitutes' proposed or 'submitted by CONTRACTOR- pursuant to paragraphs 63,1 L and "67.2 .and in making changes in the Contract Documents -(or m'tlie prov sions`of any other direct contract :with OWNER for, wort, on the Project) occasioned thereby. •Whe&r. or not ENGWEER 6=- Psa substitutettem so proposed or submitted by CONTRACTOR CONTRACTOR shall reimburse OWNER for the .cl=ges of - ENGINEER. and ENTTGMIks Consultants for evaluating each such proposed substitute item. 6_S. Concerning Subcoritrndams 'Suppliers and or 2 as indicated'in as a substitute, E to furnish or perfomt any of the Work against whom CONTRACTOR has reasonable objection. rnCOC cent si, cot titnon5191" 0299edirimi w• ciTyot.-FORTCOLUft 36 f6bI-iCATIONS(REV412000i CONTRACTOR shall perform not less 'than .20 percent of the Work with its own forces (dial is: without subcontracting). The 20 percent requirement shall be understood to refer to'the Work thevalue of which totals hot less than 20.percent of -the Contract Price: 6.9. 6A 1: CONTRACTOR shall be fully responsible to CONTRACTOR just as ,CONTRACTOR is responsible for, CONTRACTOR'S o, acts and omissidns. Nethindin the: Contract Documents shall creatz for the benefit of any such Subcontractor. Supplier or ohir person or urkmiui Lion . any contractual relationship ;:between ` OWNER or INGWEER and any such Subcontractor; Supplier or other verson�or or*„anizatioq'nor_shall it create: any .ich Subcontractor; Jupplrcr or other person or rgUnIz rtion except as may athenvise be required by aws and Regulations: OWNER orENGINEER-mav 13 • • 11 6.92, CONTRACTOR shall be solely, responsible for scheduling 'arid word noting 'the Work of Subcontractors. Suppliers -and other persons..and: organizations performing or ftafashirig any of they ,Work wider 'a direct ar, tnilireu conUtyc[ivilh (CONTRACTOR. CON I RACl'OR shall xegdiie ,all CONTRACTOR. Suppliers evil s rch other persons and ;organizations perConning_or'.fuinishing..any of the Work. to communicate with the: ENGINEER through CONTRACTOR' 6.10 The divisions'end sections of the Specificitioruaand the identifications of an}}" Drawings shall not control CONTRACTOR in dividiri the, Work. ;among ,Subcontractors or Suppliers or delineating the Work- to: be, performed by any specific trade. .6.1I: All Work performed for 'EONf RACTOR" by a rsu Subcontractor or Supplier will be puant to an tor'or.Supplier 6' the: of the Commct Docum Potent Fees and Rot'a(ries 6:12.. - CONTRACTOR- shall pay all license fees and royalties and assume all costs incident to the use in The. perforthance of the Work or the incorporation in this. Work of any. invention; dcsign, process, product or'device which is, the subject.of paient.nghts or"copyrights held by'6ihers. If a particular invention, design, process, product or device is specified in the Contrict Documents for use in the performance or the Work'and if in the actual kngwledge,of NTFN OWR or GTNT:IiR its use is�suhieci'tn oateni riohts: Laws ny of them from and against dl"claims; ci mages ansing out of or'resulling from of,patent rights orzcoopp}'riglils incident to formance oC the Won or result ing'rim in the •Work:of any invention, des uct or device riot specified in ,the Cont 14 EJCDC GENERAXONDITIOM 1910-3(1990,E�tim), w/ CITY OF FORT c&i]INS MODIFICATIONS tREV 4n00a) Perniks., 614. L6wsandRegWa6uns 6.T4.t-CONTRACTOR shall give all notices,_and comply with all t'aws,and Regulations applicahle to Curmslurg anyl'per(ormance of Ihi Work EYcePt where otherwise eT 'ressly required by applicable taws and Regulations;' neither NER or ENGFNrF R „shall be responsille for monitoring CONTRAC'I'OR's compliance with any Laws or Regulations. 6.14.2. if CONTRACTOR performs any Work knowing or, hating reason to know that it is contrary 'to "t:aws or Regulations, CONTRACTOR' shall bear all claims, costs, losses and damages caused by, arising out of,or resulting therefrom; hcwever, it shall noi" be CONTRACTOR's orimary resiionsibiI6 to Taxes 6.15: CONTRACTOR', shall paysall sales, consumer, use and other similar lases, coquired to ;, paid by CONTRACTOR_ in accordance with :the Laws :and Regulations :of ,the play of the project which are applicable duri g:the performaiii;e'of the'Work. 6.15.1. OWNER is exempt fom'Colomdo State and local .sales and use taxes 'on materials to he yieirmanentiv'incotporated into the'oro'ect'. Said taxes shall not tie included inthie Contract Price. Address' Colorado Department of Revenue !State Capital Amex 1375'S1erman Street Denivcr. Cohsado, 80261 Sales and :Lase Taxes for the :State, or Colorddo 'Remonal'Trarspoiurtion Distritt.(RTD):and certain Colorado . counties are collected by the State of Colorado arid —are, included in the Certification of Exemption. All applicable -Sales"and Use Taxes (includine State collected taxes). on adv. items other than constructior and buildiriu materials phvsically incorporated into the, rKoiect. Are to�be,paid byURTRACTOR. and are to be includedinappropriate bid items. Use of Premises, 6.16. CONTRACTOR. shall confine- construction. equipment: the stomge of materials and equipment and the: operations of workers to the site and land and areas ' identified in iind permitted by the'Coril Dce6i is arid. other land and areas permitted by laws and Regulations, rights-of4ay, pernlits and easenietits, ;and sfiall not unreasonably encumber the premises with construction .equipment or •other materials or equipment. CONTRACTOR shall assume full responsibility for any rdam w to any such land or area, or to the -'owner or occult nt�thereof or of any, adjacent'land or areas resulting from tke performance of the Work 'Should any claim`be- made by arry such owner ,or occupant because of the proceeding oral law.' CONTRACTOR shall, to the tulle st :u,tent permitted by Lmvs.and Regulations, iridcmnily and hold harmless OWNL•R, ENGINEER ENGRTEER's Consultant and anyone directly or indirectly employed by :any of the'm from and against all claims, costs; losses and damages arising .out of or resulting from any claim or action, lWal or. equititble, brought by an; such owner or ,occupam.Against OWNER. :ENGINEER "or, any other party 'indemnified hereunder to the extent caused by or based upon CONTRACTOR'S performance of the' Work ,6.17. During the progress of the Worl., CONTRACTOR 'shall;keep the piemisei free from accm uulatic is_ of waste materials, rubbish and other debris resulting from the. Work- At the completion of the Work CONTRACTOR shall remove all wsste materials; rubbish'and;debris'front ,and about the. premises as well as all tools, appliarices, construction equipment, and machinery, and surplus.' materials: CONTR.ACTOR_shall Icave.the site clean and ready' for occupancy, ' by OWIl at Substantial Completion of the Work. CONTRACTOR shall restore to original condition all property notdesignated for.aitertition 6.18. CONTRACTOR shall not load nor permit any part of arty . structure to be loaded in any, manner that will endanger Ihe: swV1 re, not shall ,CONTRACTOR simbi&l any pprC oC the e or"adjacent property to stresses ;or pressures that will endanger it. Record Documents: EJCDC (;ENEkAL CONI)1TIOIr519103 (1990 Editim) wJ CITY OF MOAT COLLINS MODIFICATIONS (RfiV 4r000) 6.19. CONTRACTOR shall the site one record copy` of All Addenda; Written.Amendmrn Change D'veclives Field 4) in good order end annotated to show all adduring, construction These record together with all :approved Samples and a of all =approved Shop Drawings will be ENGINEER for reference. Upon completion :,'and prror.to release oC fin"al:tiayment, thine anents.Samples.6nd'Shoo Drawinus will be Safety and Prntecdon 6.20. CONTRACTOR shall be„ resporisible for initiating maintaining :and .supervising all safety precautions and programs in connection with the Work. CONTRACTOR shall take all necessary promutiom for the 'safety of and shrall provide the nwessar}•'protectionlo prevent damage, injury or loss to" 6.20.1, all persons on the Work site or who may be affected bythc Work; 6.20.2. all the Work and materials and equipment to be incorporated thcrain, whcthcr in storage on or off the site; and 6.20.3., other property -at the site or adjacent thereto, including trees, shrubs,. lawns, wallas, pavements, roadways, sttirctures; 'utilities and Underground Facilities riot designated for removal, relocation or replacement in the courscofconstruction. ITRACTOR shall comply with all applicable Laws Zegulatiors of any public body havirig jurisdiction for y of persons or, property or to protect them .fn in lge, injury or loss; and shall erect and maintain all ssary safeguards for . such' safety and protection. MT ACTOR shall notify owners of.adjacent property of Underground Fncilities.and utdity owners:when :cation of the, Work may, affect them, and shall irate with them in the protection, removal relocation' renlacerrient of their monerty. All ilainar_e- miury or 6.20.3 muwd,,directly or indirectly, in whole or ir CONTRACTOR, any Subcontractor, Supplier other person or organization directly or i employed by any ;cif them to perform or furnish a Work of anyone for whose acts any of them may:l shall be remedied_ by CONTRACTOR- (except di loss attributable to the fault of Dra1v or Spec ENGINIM- M Consultant or anyone employed by any, of them or anyone for whose acts any of them,miiy be liable. and 'not attributable, directly or indirectly, to whole or in pak to the fault or negligence of CONTRACTOR or Any rRACTOR's datics and responsibilities for the safety rokction of the Work shall continueuntil such Lime the Work is completed and ENGINEER has issued s 15 E • LJ 0 dotice `to .OIVNER ;and CONTRACTOR in accorilapce, ,with parajnaph 14. (3that the Work IisI acta:ptable (except as ,otherwise. LKpressl), provided in connection with -;Substantial.Completron). :6.21. Safe0i Reprergntaever 'CONTRACTOR 'shall' designate a ,qualified and exerienced safety representativeat the site whose duties and responsibilities shall be the prevention of accidents and the ma n a n r g and ripest is rig o(s ifey' precautions and .prams . Hazard Communication Programs. '6.22. CONTRACTOR shall be responsible for coordinating an} exchange of material safety data 'sheets or ,other haiard_ commupucatien irifom ation' required -to he made available, to or exchanged between or among employers at the site in accordance with Laws fir" Regulations. F:ritergencies: :6.23. In emergencies affecting the ;s persons or the Work or property at thereto, CONTRACTOR, without)s nuthoriiauon'from'OttTER or FNC'rp ac to prevent threatened daring CONTRACTOR shall give ENGIN notice if CON7RAGI'OR believes changes in' the Work or variations Documents have been caused ' then determines that a change in, th6 Cc required because of the action takenb; response to such'an emergency, a We -or Change. Order ` will be -issued consequeruces or such action 6.24,, ShopDrawingsaitdSamples: 6.24.1. CONTRACTOR shall submit Avith the accepted sch. Sample subittittals (see will be identified as-IR the number of copic Requirements. Thid6ft will be complete. 1 dimensions: specified p materials and similar c materials and equipmer, provideaiuil to.edable information for the l par &m61i 626. purposes required by paragraph6,26:5he numbers of each Sample to beaubnuited will be as' specified it the Specifications. 6.25. Submittal Procedures:- 6.25.1. Before. submitting each Shop, Drawing or Sample. CONTRACTOR,shall have dote rained and verified:. 625N.1. all fruit measurenuenik quantities, dimensions, specified performance 'mteria; mstallaiion. requirements; materials; catalog numbers and similar information with respect thereto, 6.125.1.2. all materials with respect to intended use, fabrication, chippping, handling sto'ragc, assembly rand anstallalion -pertaining to he performance of theWorl::and 6.25:13, all information relative'. to CON'1'RAG1 OR's sole,respcmcibilitics in respect of means; methods; techniques, sequences. and n of procedures of construction and safety.preeautions cent and programs incident tiiereio. 1 or alto CONTRACTOR shall also have rcviewW and loss. coordinated each Shop Drawing orSma6le with other itten Shop Urawings and Samples and with .the cant requtremen 'of the Work and the 'Contract tract Documents, ',ER 'c is .625.2. F.ach submittal will bear. a stamp of .*cific R in; written indication that CONTRACTOR has satisfied hive CONTRACTOR's obligations under, the Contract the: Uocumunts with respect to CONTRACTOR's'ievie-W and approval of that submittal. 6.25.3. At the time of ;each submission, CONTRACTOR shall give ENGINEER specific show,ENGINE-ER the ['RACl'OR,proposes to NEFR to review the purposes .required by 6.24.2: ;CONTRACTOR• shall also submit Samples to' ENGINEER for review and approval'in accordance with said aceepied schedule of; Shop Drawings, and Sample, submittals. 'Eacli Sample will be identified clearly iis;to mate uil,'Supplicr,'pemnent data'such as`• catalog,riumbers and the use for which intendcd`and otherwise, as ENGINEER may require to enable FNGINF,ER to review the submittal for the limited, EJCDC 4ENULAI:'CONDIYION.S 1910-8 (1990 E�ticu), 16 w/CITYOFFORTCOLLINS'M0DJF1CATIONS(REV-0r2000) a in addition, shall tause'a ENGINEER will review' the design concept of the completed project as a functioning whole as indicated by the Contract Documents' ;ENGINEERS review and approval will not extend to mrars, methods, tcchniqucs, sequences or procedures of-cunstuction. (except where a particular means; method, technique; sequence or ;procedure of voohstrvai6it is spe6ficelly,nind e.,pressly'called for by the .Contract Dciciuments) or to safety pre'eatulions-0i programs incident thereto. The review and approval of a ra t' item as such %611 not'indicate'HpprovHl of the asse7mr1y%jn which the item funcuunts, C6i4TlZXCTOk shall make corrections fecluiredby,ENIGNFER, and shall return the rcyuired number of corrected wpics of Shop Drawingsi and submit as aired new Samples for review and approval. CON,TkONTOR ' shall direct specific attention in writing to revisions other' than the corrections' i;611cd for by ENGINEER -on *viotis submittals. 637. ENGINEERs review and. approval ;of , Shop Drawffilps-OT SUMDICS shall not relieve CONTRACTOR of the Contract Documents unless CONTRACTOR has in 'writing nting call6d ENGINEER'S !'attention to each -Such variation at .the tine' of* submission' as. squired .SY ,parag-aph 6.25.3 and ENGINEER has given written approval a[ -a f each such variation by A specific written for. conin lvM'P with the requirements of pa raffal)h 62 5:1 - 628. INrhere. a Shop Drawing or Sample is Shop the Contract Documents',4 the schedule of Shl6orawing, d Sample submissions accepted an d , pted by FNGTNETR as, roquired.by, paragra029, any related Work perl'onried thomi to ENG] NU Rs review and approval of the 1wrtinent ii-tall,Will be at the sole cx*n.-,e and responsibility of CONTRACTOR. Continuing thelild& 6.29. CONTRACTOR shall carry on the Work and "adhere to the. pragras schedule during all disputes or 'disagreementswith'MVER. NoWort. shall bedelayedor postponed pending resolution •6f any disputes or "greements,'except as permitted by paragraph I5.i'orAs OWNER and CONTTFLACTOR may 6tfidwise agree in writing. 6,3(). C6,'%TtIUt(TOR's. General Marran(ir and Guarantee: 6.30.1.CONTRAC.TQR vanmnts md.,1guiramets to'.OWN M FNTG I r,\TFR and FNGWEER's C&,sulianls .That all Work will be in accordance with the'Coritrac�t Docifirients !and will not be defective. CONTRACTOR's warrant), and guamAtcc hereunder exclud6 defects or damage caused by: abuse; modification or improper maintenance or operation by'persons 'other than CONTRACTOR;Sulx6r�tracta - rs,or , .sup'plicrs; or 6.36.12 normal wear and tear under normal usage, 6.36.2. CONTRACTOR'S obli i h 6 rid Ptlun to per arm a c6mplctc the Work in accordance with the Confi-icii Documents shall be absolute. None of the [a ' flowing will constiruwan acceptance of "',ark that is not in, FJCDC UENdA C61,1t)IM OiltS 1910-8 (1990 EMIM) w/ CITY &r FORT COLIJ?NS MC)DuFICAb 0%iS 46W 412 00a) accordance withtheContract Documents or,a rele' of CONTRACTOR's obligation to perform the Work in accordance with the Contract Documents; 6.30.2.1. 6.30.2;2' recommendation'ofany progress or final payment by ENGINEER, 6.30.2.3. the' issuance of a certificate of Substantial 'Compl tion or airy by OWNER to CONTRACTOR under the e6huact Documents; 6.30.2.4. ;useoroccupancy of the Work or any part thered byQWNER; 6.30.2:5. ariy.acccjptmoc by�()WIXTBR or any failure to do so: 6.30.2.6 any review arid approval of a Shop Draw'ing-. "r Sampk'submitduor the i!aiim'eeo'_f 6 ;not*.of accep6bility by ENGINEER pursuant to paragraph 14.13; 6.30.23, any inspection, tLstor-approvril by .6thck', or 6.30.18' any,correctiorn of &fktivleAVork by OWNER; Indenulifimfioh: 6.31. To. the Consultants and the officers, directorii;'empl6yees.'agenis • and other consultants of each and any. .6f them front and ag"ifistAl claims, costs; In I sses! and 'damage I s (inchidirtg, but not limited to, all Ries apd charges of crigin&rs; architects _nttoniays and other pr6fmionals and all court or arbitration or other dispute resolution costs) caused,by, arising out of or�'=ulting from the .'performance of -the Work, provided thm any such claim, crest kiss or damage: (i) is inributable'fobodily u '.' sickness 'disease or death, onto imurv',to' or destruction of tangible p-T-615dity (other than the Work itself), including .the lossof usern resulting (hert�ro, and(ii) is caused in whole or.in Fx.Tt by, my, hegligcnt act or orhQon of CONTRACTOR(any Subcontractor. any Supplier, any person or prg-muzation directly orindirectlyemployed by any,of,thern to'perfiarmi orfurnish any of the "'ark or myone,for whose aces an), of them may be liable, regardless of whether or notcaused _SS in part by any negligence or CM,,Qn of it person or entity in&ifinified hereunder or whether liability is imposed upon I p on such indemnified party Eby1;ovs`omit Regulations ' regardless of the negligeric'66fanysuch person oremity. 6.31 In any and all claims against OWNER or ENGINEER or any of, theifiresl5ective corisultants,,agents; officer , 1_ , ,employee-( the m diic6tQrs,or emplovecs 6), any or mrvivor or personal representntivc or such employee) of CONTRACTOR. any Subcontractor. any Suppfi;r, any permit or organization directly or. indirectly employed by 17 E • any off --them to perform or-furiiish any lof the "lork or :anyone for for whbse,' cis any of them may be: liable,, the lindenthification obligation'tindler, graph,6.31 shall not limi ted mited in an), %vaj by any liq 7maticn� , : ' on the amount or type 6damages, Donperrmion orbcnefits payable by or fffCO\IPACf0R or an} such!S6bbohr&6tor; Stipplieror otherperson or organizution under_ compensation acts disability benefit acts or other employee benefit acts: -6.33. I The indemnification obligations of , I CONTRACTOR under pahgz�iph 6.3*1- shag not exterid to the 1:abiliC�_uf ENGINEER and ENGINEER's"Co'rm's Itaints', officers, directors, employ'ecs-or agents caused by the professional negligence, errors or omissions of any of them. Sumval of Obligadons .634. All Tcprc��ntafionindemnifications ,arra*nti6s and guarantees madeint required by or given in accordance with 1]!l!c. Contract D6duments% as'Well 61.1 as,,al.1 oc'mfinuing obligations indicated in an cl Documents, will ve final - ' 'completion ' nd ' ' ' " f th'. p�ymeni, a acceptance, o e Work and termination or completion of ihe Agreement. ARTICLF.7-OTHER WORK Related Work at Site 7.1. O%VNFR may. pcdomr Project 6i,the sit, by OWNEI ,direct contracts therefor wh ,Conditions similar to ifiLse, or by utility owners. If the fact d performed was not noted in the (i), written notice therV'of Nirflfb Tn6r --to - stating any , are unable toagrccasto.the amount or 71 CONTRACTOR shall afford i who is.a party to Such a direct,c6mi the execution of such other work and shall -and c6oidinate the Work %6th,iheirk or alter their work with and the&Ixis whose % id rafa,is-ibiftt;6,s:o-f,0 i are for the benefit of s extent that there are comparable EJCDCGENELAVC0NDJ*n0M 191",(199DEditim) is w/ dri 6F ioiiT c&Lu'NS MoDirjcJi IONS tRtV 4200U) 0 ions� for the benefit of CONTRACTOR in :said direct lions for OWNER and su6h'utifity 6ivrids and other contractors; cb0r;fifidtiAFi.- 7A. If IXVR O. NEcontracts with ot I hers. for the performance of other I wort, on I the Project at the sitel!tfie f8iloiVing"Will be seffortli in _-Sufplemenf - C6, M"" 7.4.1. the person, firni or corpoation who will iRve a=,and responsibility for coordination of the a 11iong various prime contractors will he 7.4,-2, the specs is matters to:.be,6overed by 'suchauthority and re'spons"ibilitywill be iternizekind' 7.4.3- the extent of csuch authority sand responsibilities will be firovided, Unless otherwim provided in the Supplementary Conditions,, ONVNFA shall have sole authority ,and responsibility in respect of such coordination. ARTICLE 8-OWNTER'S RESPONSIBILITIES 8.1. Except as -otherwise provided in these General C9nditions,'011TIER shall issue .all communications to CONTRACTOR through ENGINEER '_ - - 8.2; In case ' of termination of the employment of ENGINEER;CXVNT-R shall appiiint.an engineer a§;iinA whem-CON-tR-AC—TOR:-mak-et�--reawriebit-o j,!Cti whose smtusunder Doedincrifs shall be tint of the fdriner'ENGMER. 6. OWNER shall furnish 'the data required of OWNER under the ComractDocumcnits promptly � and shall make paymwrits'6 CONTRACTOR promptly when they `are"due as provided in paragraphs 14.4 and 14: IS. 8.4. OWNEWs duties in, respect of providing • lands and casements and ;. providing engineering Fv�5ys,to establish reference -points . a re . set forth in' paragraphs;4.1 and 4A: Pinagniph 4refeis- to OWNIER'g identify ing , am making' 'available to �COM`[*RACTOR :copies of reports of explonitions and iestsiof substirfaice'co'nditions at the, site and dmwings,of physical conditions in existing