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HomeMy WebLinkAboutBID - 27059 5983 SOUTH LEMAY AVENUE WIDENING PROJECTSPECIFICATIONS AND CONTRACT DOCUMENTS FOR South Lemay Avenue Widening Project BID NO. 5983 PURCHASING DIVISION 215 NORTH MASON STREET, 2ND FLOOR, FORT COLLINS June 16, 2006 — 3:00 P.M. (OUR CLOCK) Collins in determining whether a bidder is responsible, the following shall be considered: (1) The ability, capacity and skill of the bidder to perform the contract or provide the services required, (2) whether the bidder can perform the contract or provide the service promptly and within the time specified without delay or interference, (3) the character, integrity, reputation, judgment, experience and efficiency of the bidder, (4) the quality of the bidder's performance of previous contracts or services, (5) the previous and existing compliance by the bidder with laws and ordinances relating to the contract or service, (6) the sufficiency of the financial resources and ability of the bidder to perform the contract or provide the service, (7) the quality, availability and adaptability of the materials and services to the particular use required, (8) the ability of the bidder to provide future maintenance and service for the use of the subject of the contract, and (9) any other circumstances which will affect the bidder's performance of the contract. 3.3. Each Bidder may be required to show that he has handled former Work so that no just claims are pending against such Work. No Bid will be accepted from a Bidder who is engaged on any other Work which would impair his ability to perform or finance this Work. 3.4 No Bidder shall be in default on the performance of any other contract with the City or in the payment of any taxes, licenses or other monies due to the City. 4.0 EXAMINATION OF CONTRACT DOCUMENTS AND SITE 4.1. It is the responsibility of each Bidder, before submitting a Bid, to (a) examine the Contract Documents thoroughly, (b) visit the site to familiarize himself with local conditions that may in any manner affect cost, progress or performance of the Work, (c) familiarize himself with federal, state and local laws, ordinances, rules and regulations that may in any manner affect cost, progress or performance of the Work, (d) study and carefully correlate Bidder's observations with the Contract Documents, and (e) notify Engineer of all conflicts, errors or discrepancies in the Contract Documents. 4.2. Reference is made to the Supplementary Conditions for identification of: Subsurface and Physical Conditions SC-4.2. 4.3. The submission of a Bid will constitute an incontrovertible representation by Bidder that Bidder has complied with every requirement of this Article 4, that without exception the Bid is premised upon performing and furnishing the Work required by the Contract Documents and such means, methods, techniques, sequences or procedures of construction as may be indicated in or required by the Contract Documents, and that the Contract Documents are sufficient in scope and detail to indicate and convey understanding of all terms and conditions for performance and furnishing of the Work. 12/03 Section 00100 Page 2 darnages will include but not be limited to all casts of repair or replacement of work of others destroyed or darn ed by correction, removal or replacement of COi ACTOR's defective Work. CY}lvMACTOR shall not be allowed an e.dcnsiion of the Contract Taney (or Milestones) because of any delay in performance of the Mork attributable to the exertise by OW"N'ER of OW ER's rights and remedies hereunder, ARIICLE 14--PAZfitx'NTS TO CONTRACTOR AND COMPLETION Schedute of Values. 141. 1'he schedule of values established as provided in paragraph 2.9 will serve as the basis for progress payments and twill be mcorporated into a form of Application for Payment acceptable to FNTOI erEE.R. Progress payments on account of unit Price W'cwk will be based on the number of units completed .4pptication far Progress Papnrent: 14.2. At least twenty days before the (late established for each pnigress payment (hut not more often than once a month), CONTRACTOR shall submit to ENGINEER tier review, an Application tit Payment tilled out and signed by CON1 R.>ACTOR covering the Work completed as of die date of the Application and accompanied by such supporting documentation as is required by the Contract Documents If payment is requested on the basis of materials and equtpraenr not itaxwpormc i in the Work but delivered and suitably, stored at the site or at another location agreed to in writing, the Application for Payment shall also be accompanied by a bill of sale, invoice or other documentation warranting that OWNER has received the materials and equipment free and clear of all Liens and evidence that the materials and equipment arc covered by appropriate property insurance and other arrangements to Ixotect OWNWs interest therein, all of which will be atishetoiy to C>XVNEi" The amount of retairage with respect to programs payments will be as stipulated in the escrovv or et Seq COA'TR#CTOR's Aarranty ofTitle," 14 1 CONTRA(,'] OR warrants and guarantees that title its all Work, materials and equipment covered by any Application lie F�iyment, whether mcorporated in the Project car not. will pass to OW1:ER no later than the time of payment Gee and clear of all Liens. Review of.41>fticuteoas for Progress I'a}'anent: 14 4 ENGM.ER will, within ten spays after reccipi of each application for Payment, either indioante. in writing a J( die'e.E' nk ll L 0?iDMONS 14194& fI94JVt£gc411 1vr11Y ca,ICIRI C H,1ANSMONFICA I107,S(REV 1,201H)1 rec.xnriendation of payment and present the Application to OWN1:R, or return the Application to CONTRACTOR indicating in writing ENGINEER's reasons for refusing to recommend payment In the latter case, CO'.vCRACTOR may make the necessary corrections and resubmit the Application Ten days after nrresentation of the Application for Payment to OWNEk with i"NGFNTiER's recommendation. the amount recommended will (subject to the provisions of the last sentence of paragraph 14.7) become due and when clue will be paid by OWNER to CoNTRACToR 14.5 ENCItNb R'.s recommendation of any payment requested in an Application for lrayment will constitute a representation by H'NGINF R to OWrNFR, haled on I NGINL R's on -site observations of the executed Work as an experien ed and qualified desa,7e t profesaiwml and on ENtrl;c N R s, review of the A hcation far Paymeta and the accompanying data and schedules. that to the best of FNGIN1:}iR's knowledge, information and belief: 14.5.1 the Work has progressed to the point indicated, 14.5:2_ the quality of the kVork is generally in accordance with the Contract Documents (subject to an evaluation of the Work as a functioning whole prior to or upon Substantial Completion, to the results of any subsequent tests called for in the Contract Documents, to a final determination of quantities and classifications for unit Price Work under paragraph 9.10. and to any other qualifications stated in the reeormnendatio n), and 1453, thee conditions precedent to t;ONTRAt"TOR's being eizlAW to such payment appear to have been fulfilled insofar as it is II GEN TR's responsibility to observe the Work however, by recommending any scotch payment ENGINEER will not thereby be deemed to have represented that: (i)exhaustive or continuous on -site inspections have been made to check the quality or the quantity of die Work beyond the rcspor wamlities specifically assigned to ENGINEER in the Cattract Documents or (it) that then: may not he other matters or issues between the parties that Wright entitle CO 'RACIOR to he paid additionally by OWNER or entitle OWNER to withhold I*aynnent to CONTRACTOR. 146 FNGINEER's recommendation of any payment, including final payment, shall not nnean that ENGINEER k res1xinsible for CONTRACTOR',, means, awthods- techniques, sequences or procedures of eorntrwion or the ,floy precautions and progranns incident thereto, or for anv failure of CONTRA(JOR to comply with haws and RegUlaaions applicable to the. furnishing or Ni-tormance of Woik, or for any Entire of CU,,TRAC"IOR to perform or Curtsh Work in accxxdanc:e with the Contract 1)ox umenis 147 FN01 N F1FR may refuse to recommend the whole or any part of zany payincnt if, in ENNUINEER's opinion it would he incorrect to make the representations to >9 OWNER referred to in paragraph 143. Ii?tiGINEER may also refuse to recommend any such payment. or, because of subsequently discovered evidence or the results of subsequent inspections ox tests, nullify any such payment previously recommended, to such extent as may be necessary in FNMNEI`R's opinion to protect OWNER front loss because 14.7.1, the Work is defechve, or completed Work has been damaged requiring, correction or replacement, 14.7.2. the Contract Price has been reduced by Written Amendment or Change Order„ W3 3- OWNER has been required to correct d, ectine Work or complete Work in accordance with paragraph 13.14, or 143A. ENGINEER has actual knowledge of Hie occurrence of any of the events enumerated in paragraphs 15.2.1 through 15.2.4 inclusive. O M` R tnay refuse. to make payment of the full amount recommence bs° EN0INI,KR because' 14.75. claims have been mark: against OWNER on account of CONTRAC"I'OR's performame or fumishing of, the Work, 14.7.0. Liens have been filed in connection with the Work, except where CONTRACTOR has delivered a specific Bond satisfactory to OW.N+.R to secure the satisfaction and discharge ofsuch Liens, 143 7. there are other items entitling OWN'M to a s t- offagainst the amountreoommendedt or 14,7"S. ONNNTER has actual knowledge of the occurrence of any of the events enumerated in paragraphs 14.7.1 through 14.7 3 (r paragraphs 15;11 through 15.2 4 hadusive. but OWNER must give COxNIRACfOR immediate written notice (with a copy to ENt'rh'NTFR) stating the reasons for such action and promptly pay CONTRACTOR the amount so withheld or any adjustment thereto agreed to by Uti'NER and ('O\*TRf,(7T(')R, when C O'sT AC OR corrects to MINER`s satisfaction the reasons for such action Substantial Completion: 148 When `ON RLACTOR considers the entire Work nail for its intended use CONfRACTC:)R shall %Ai( AONER and FNG NK R in writing that the entire Work is substantially complete (except for items specifically fisted be CON I R,,VI OR as incomplete) and request that F1oaf\TER issue a certificaty of Substantial Completion. Within a reasonable time thereafter, OWNFR, CON! RACI OR and FaAC,INrEIt :;hall make an mvperticm of the Work to determine thee status of completion. If E. v t i f ti MR .foes not consider the Work, substantial v coniplcic. E:s O NEER will m)tifv CONTRACTOR in writing giving the reasons therefor If li\o,fNF.ER 4 JCtnC C7t N1,AA.. e t N6t truhx 19 t ti-8 (1094 t;Uirm)l 311 a-C] 1, OF] (1RT 01AANS M (A)HIC ATIONS (Rt;1 42owl considers the W'ork substantially complete. ENGINb13R will prepare and deliver to OWNER a tentative certificate of Substantial Completion which shalt fix die date of Substantial Completion. 'there shall be attached to the certificate a tentative list of items to be completed or corrected before final payment OW'tiER shall have seven clays after receipt of the tentative certificate during which to make written objection to ENGINEER as W any provisions of the certificate or attached list. If, after considering such objections, EN'GINEER Includes that the Work is not substantially complete, I vt;I', ER will within fourteen days after submission of glue tentative certificate to G)WNFER notify CONTRACTOR in writing. stag rig the reasons therefor. If, after consideration of OWNER's objections, F:NCTINERR considers the Work substantially complete, L'NGINT.ER will within aid fourteen days execute and deliver to OWNER and CO' TRACTOR a definitive ccrtificate of Substantial Completion (with a revised tentative list of items to be completed or corrected) reflecting such changes from the tentative certificate as ENGINEER believes justified after consideration of arty objections from OWNER. At the time of delivery of the tentative certificate of Substantial e )mpletion ENGIN14T.R will deliver to OL tu'VFR and CC" NTRACTOR a written recommendation as to division of responsibilities pending final payment between OWNER and CONTRACTOR with respect to security, operation, safety, maintenance, heat, utilities, insurance and warranties and guarantees. Unless OW'NTR and CON"I RAC'I'OR agree o€henvise inuritin� and so inform 6"NtIINIiI R in writing prior to ENGINFER's issuing the definitive certificate of Substantial Completion, ENI GTNEER's aforesaid recruumendationn will be binding on OWNER and CONTRACTOR until ftral payment 14.9. OWNER shall have the right to exGude CONTRACTOR fhumn the Work after the date of Substantial Completion, but O1V`ER shalt allow CONTRACTOR. reasonable access to complete or correct items to the tentative list Rataal Dir9tatnon: 14-10, Use by OXVNER at OW` ,TRs option of any sutrstarnially completed part of the Work, which- (i) has specifically hcen identified in the Ccmtract I)oeuments, or (it) OWNER, ENGINE MI and CONTRACC TOR agree constitutes a separately fu naioning and usable part or the Work that can 1e used by 0XVN R for its intended purpose without significant interference with CONTRAC'TOks performance of the remainder of the Work, may be accomplished prior to Substantial Completion or a Il the Work subject to (he following- I4 10 1 OWNER at any time may request CONTRACTOR in writing to pant uWrN) R to use any such part of the Work which C W d7 R beheves to b, ready for its intended use and substantially cumpletc. I f (C)lTRAC TOR ogre s that such part of the Work is substantially complete (`i )NrRACR )R will omilj to OW.ER and ENNGINFER that such partof the Work is substantially complete and request ENGINEER to issue a certiticatc of Substantial Completion for that part of the Wort, t ONTRAC`I OR at any time may notitp c)4i NI-iR arni I:NGI'.v'lER in writing that CONTRACTOR considers any such pail of the Work ready for its intended use and substantially complete and request GINI ER to issue a certificate of Substantial Completion for that part of the Work. Within it reasonable time after either such request, OWNER. CONTRA('10R and IMINEER shall make an inspection of that part of the Work to determine its status of completion. If ENGINEER does not consider that part of the Work to be substantially complete, E NGINMER will notify OW1<Irk and CON TRACTOR in writing giving the reasons therefor. If f NGIN HER considers that part of the Work to be substantially complete. the provisions of paragraphs 14 8 anti 14,9 will apply with respect to certification ication of Suhgantial Completion of that ,part of the Work and die division of responsibility in respect thereof and access thereto 14, I o, 2, No Occupancy or stptarate (Tmeriaton of part of the Work will be aacemplished prior to compliance with the requirements of paragraph 5 15 in respect of property insurance. Final Inx/vectipnr 14.11 Upon written notice from CONTRACTOR that the entire Work or an agreed portion thereof is complete, ENTC fNMEt will make a final inspection with MWER and COS IRACMR and will notily CONTRACTOR in writing of all particulars in which this inspection reveals that the Work is incornplete or *fectrve. CONTRACTOR shall immediately take such measures as are tweessttry to complete such work or remedy such deficiencies Finalsfiv ucationforlaymenc 141? After coNTrRACTOR has completed all such corrections to the satisfaction of IZNGf NU,;R and delivered in accordance with the Contract Documents all mauntenaiwe and operating instructions. schedules, guaranteed Bonds, certificates or other evidence of insurance R(ptired by paragraphs.4, certificates of inspection marked -up record documents Taos provident in f,araWuph6.19) and other documents, ("C)NITRrACTOR may make application for linal payment rollowmg the procedure fix progress payments, The final Application for I'avmeml shalt Eta accompamed (except as previously delivered) by: (i)all documentation called for in the ('otitract Documents, including but nor limited to the evidencc oI instuance required by subrAragraph 5.413, i nu consent of the surety, it any, to final pa) meat, and (in) complete and legally effective releases or waivers i satisfactory to OWNER) of all Liens arising out ofxr Glad in connection with the Workto lieu al such releases or waivers of liens and as approved by OWNER. C O�TRAC-"I'OR may furnish receipts or releases in full ;cod afEtdGrvit of r,1lA<IRA<`finR that. tit the releases and receipts include all labr, services, material and equipment for which a Lien could be filed. and (ii)all payrolls, material 4md equilsnent billy, and outer indebtedness connected with the Work tear wluctn OWNIfsR or ()lt'k1sR's property might in any way be, responsible have been paid or o4herwise satvfiod If any Subcontractor or Supplier fans FXOC61"tEkal, C, tNDJ 11 )sS tvro;K livAn£ditlom w C1 rY Ulu tint Ce T3Ln,7td5 kti 7t'71rWA I IONS tION if?oiw) to funnish such a release or receipt in full. CONTRACTOR may fumislt a Bond or other collateral satisfactory to OAVNIE-R to indemnify OWNER aping any Lien. Releases or waivers of liens and the consent of the surety to fm�lr�cmem »re_tc� be subrttilted un forms catformingto the fonnat of the C�%VN €2'S standard berms Ixiurntl in the Project _m mewl, Final Papnierd andAcceptancr• 14 13. if, on the basis of i\C INT—,,FRs observation of the Work during construction and final inspection, and ENGINEER's review of the final Application for payment and accompanying downnentation as required to the Contract Documents WNGINFI k is satisfied that the Work has been cotmpletcd and Cx )N I RACTOR's Other obligations under the Contract Documents have been fulfilled, ENGIiN'I;ER will, within two days after receipt of the final Application fox payment. indicate in writing ENGINEER's recommcrxtmicm of payment. and prevent the Application to OWNTER for payment, At the same time ENGINEER will also give written notice to OWNER and CONTRACiOR that the Work is acceptable subject to the provisions of paragraph 14,15- Odnemli c, ENGINEFR will return the Application to CONTRACTOR, indicating in writing the reasons far refusing to recommend final payxmm. in which case CONTRACTOR shall make the necessary corrections and resu.xnit tine Application. 1 hinv days after presennanon tD OWNER of the .Application and accompanying documentation, in appropriate firm and substance and with HNG1NEF.R's recommendation and notice of acceptability. the amount recommended by ENGINEER will become due and will tic paid by OWNER to CONTRACTOR gutgf4tto ptupgl3p 1F' Gib; tbgse gneril l .<" old;ions. 14,14. If, through no fault of CO N''TRACTOR, final completion of the Work is sttnniticantly delayed and if ENGINEER,,* confirms, OWNER shafl, upon receipt of C:'ONTRAC:'TOR's final Aipplication for I"aymterit and recommendation of ENGINEER, and without terminating the Agreement, make, payment of balance due for that portion of the Work fully completed and accclAc If the retaining balance to be held tr., OWNER for Work not hilly completed or corrected is less than the net IMage stimulated in the Agieennent aril if Bonds have been furnished as required in paragraph 5.1, the written consent of the surety to the payment of the bidance duc for that lxiition of the Work fully ckimpteted and accepted shall be submitted by CO' 1RA(Tr)R to EiN617N DER with the Application fir such It)nnent. Such trayment shalt be made tinder the terms and conditions governing final payment, except that it shall not constitute a waiver of claims. Maiver pf.Clainiv, 14,15. The making and aeoxptarwe of final payment will constitute 14.15 1 a waiver of Al claims by O1iNER against CON"I RA(1 Ok, except claims arising from unsettled Liens, from ,kfee ive Work iplx=arvng alter Is final inspection pursuant to paragraph 14A 1, from failure to comply with the Contract DocumcnLs or the terns of any special guarantees specified therein, or from (70\1RAC'TOR's continuing obligatums under the Contract Documents, and f 4.15.2. A waiver of all claims by CONTRA('TOR against (AVNI-R other than those previously made in writing and still unsettled. ARTICLE Is--NUSPFASIOrN OF WORK rtND TERXIINIX11ON, OWNER 11tgp SusPend Work: 15.1. rV any tune acid without cause, OWNRR may suspend the W ork or any portion thereof for a period of not more tlitui ninety emir; by notice in coning to CONTRACTOR and UN GINRER which will fix the date on which Work will be resumed. CONTRACTOR shall resmne the Work on the date so fixed. CONTRACTOR shall be allowed an adjustment in the Contract price or an extension of the Contract Times, or both, directly attributable to any such suspension if CO\ ]TRACTOR make an approved claim therefor as provided in Articles I I and 12 O NF R Ali i, Terminate., 15.2 Upon the cfecurrence of asp one or more of the following events' t 5 11- it CO?s'TRiCTOR intently fails to perfraan the Work m accordance with the Contract I )ocmncnLs (in ludint but not Issued to, failure to supply sufficient skilled workers or suitable materials or equipment or fa lure to adhere to the progress schedule established under paragraph? 9 as adjusted from time to tune pursuant to paragraph 6.6), 15,22 if CONTRACTOR disregards Laws or Reguiatloma of arty public body havihlg jurisdiction, 15,2 3. if CONTR2vCTOR dafleeirds the authority of t NGINLLR_ or I �; 24_ if COM RACI OR otherwise violates in any substantial way any provisions of the Contract Documents_ OWNER may_ after giving CONTRACTOR (and die comfy, if an+) seven days umuen notice and io the extent permitted by Laws and Reciulations, terminate the services of CMTRA(. f(.*, exchide CC NTRA( `TOR from the siie and take possession of the Work and of all CONTRACfORs tools, appliances_ construction equipmena and machine) at the site and use the same to the full extent they eotld lic used by CO\TRACTOR (without kahtkty to C(A'MAC'I'OR for trespass or conversion')-, uhcerin rote in the Work all materials and equipment steed at the site or for which 0"VPk has paid h)CfW'(aiNF,KAL 191 4i 1990 V64,411 32 W e_7I, O610RT ka.lJNN`40DI11 t A[ 10',o,(RB 40014 CONfRAC rOR but which are stud elsewhere, and finish the Work ass OW'NTR may deem expedient. In such case CONTRACTOR shall not be emitted to receive an), further payment until the Work is finished. If the unpaid balance of the Contract Price exceeds all claims, cost& lasses and damages sustained by OWNI<R arising out of or resulting, from completing the Work such excess will be paid to CONTRACTOR If such claims, its, lasses and damages exceed such unpaid bulanc'e. CONTRACTOR shall pay the difference to OWNER, Such claims, costs, loses and d amages incurred by C kV\T,.R will be reviewed by ENGINMR as to their reasonableness mid when so approved by FMINERR incorporated in a Change Order, provided that when exercising any rights or remedies tinder this paragraph OWNER shall not be required to obtain the lowest price for the Work performed 15.3. Where CONTRACTOR's services have been so terminated by OW`NLR, the termination will not affect any rights or remedies of OWNER against C6NITRAC'TOR then existing or which may thereafter accrue. Any retention or payment of moneys due CONTR,ACfOR by OWNER will not release (X )INT RACTOR from liability. I5.4. 1Tpon seven days written notice to CONTRACMR and ENGI'WFpR, OWNER may, without cause and without prejudice to atn other right or remedy of O1NNf:R elect to terminate the Agreement, In such case, C0NTkAC1'OR shall he paid (without duplication of any items); 15.4.1, for completed and aowptat>le Work executed in accordance with the Contract Documents prior to the effective elute of termination, including fair and reasonable sums for overhead and profit on soot Work; t5 42 for expenses sustained prior to the effective date of termination in performing services and finishing labor, materials or equipment as required by the Contract Documents in cormectiwr with uncompleted Work, plus fair aril reasonable sums fcr overhead and profit on such expenses. 15443 tier all claims, costs, locus and damages incurred In settlement of terminated co ntmets with Subcontractors, Suppliers and others; and 15.4.4, for reasonable expenses directly attributable to termination CONTRACTOR shall not be paid on account cif kris of anticipated) krolits or revenue or otter economic loss arising out ofor resulting bean such termination CONTI ACTOR A9gv.ueli Himh or Terminate,- 15.5 If, through no act or fault ofCd NI Rwrok, the Work is suspended for a period of more than ninety days by OWNER or under an order of court or colter pnbtic authority, or t=INGIMw Iik fails to act on any Application for payment within th sty days after it is submitted or OW"v IR fails for thirty days to tray CMTRACTOR any suns finally determined to be due, theft CQNTRA(IJ0R may, upon seven days' written notice to (?WNMR and af(31NEM and provided O'V'N'NER or ENGINEER do not remedy such suspension or failure within that time, terminate the Agreement and recover from OWNER )etyrrrent on the same terms as provided in pamgmph iS.d_ lieu of terminating the Agreement and without prejudice to any other right or remedy, if ENGINEER has failed to act on an Application for Payment within thirty days after it is submittal, or OWNER has failed for thirty days to ply CONTRACTOR any sum finally determined to be due, CmaRAGTOR may upon seven days` written notice to OWNER and E NGiNF:I;R step the Worktuttil payment of all such amounts due CONTI�ACTC7R, including interest thereon- The pnwtsiorro of this pars ph 15.5 are not intended to preclude CONTRACTOR from making claim under Articles 1 I acid 12 fur an increase in Contract price or Contract Times or otherwise for eepensut or damage directly attributable to CO:vTR:YCTOR's stopping Work as permitted by this paragraph ARTICLE 16-IIISPIITF. 10--S01,1710IN If and to the extent that OWNER and CONTRACTOR have agreed on the method and procedure for resolving disputes between them that may arise under this Agreement, such dispute resolution method and procedure, if any, shall he as set forth in E"xhibitGC-A, "Dispute Resolution Agreement", to be attached hereto and made a part hereof. It' no such agreement on the method and procedure for resolving such disputes has been reached, and subject to the provisions of paragrsphs 9 Ili, 9-11 and 9.12, OWNER and CONTRACTOR may exercise such rights or remedies as either may otherwise have under the Contract Documents of by Laws or Regulations in respect of any dispute_ ARTICLE 17-X SCELLi1NF0US (Ariffg ,Mmice. 17.1 Whenever any provision of the Contract Documents requires the giving of written notice, it will be deemed to have been validly given ifdchvercd in pxr��n to the individual or fora member of the firm, or to an officer of the corporation for whom it is intended, or if delivered at or semby registered or cettified mail, postage prepaid, to the last business address known to the giver of die notice. 17.2. Computation of Time: 17 '.1. When any period of time is referred to in the Contract Docurnents by days. it will he computed to exclude the first aril include the last clay of such p;tiw. Ef the last day of any such period falls on e Sanurdm or Sunday or of a day made a legal holiday by the law of the applicable jurisdiction, such okay will Iv ormuei from the compu tntiom. FICOU UE'914kul(110MI111ONS 19W$ 0940Eda o a (tIYCII 101 r0,1AANS, N4Qi)1HCAH0\S tRLV4200411 17.3'. A calendar day of twenty-four hours measured from midnight to the next midnight will constitute a day Notice Of Clain 173- %ould OWNER or CONTRAC`TQR suffer injury tv damage to person or property because of any error, omission or act of the other party or of any of the other party's employees or agents or anthers for whose acts the other party is legally liable, claim will be made in writing to the other party within a reascvu'rble time of the first observance of such injury or damage The provision of this paragraph 17 3 shall not lice construed as a substitute for or a waiver of the provisions of any applicable statute of limitations or repose C'amuta[in=e kemter. ITA The duties and obligations imposed by these i eneral Conditions and the rights and remedies available hereunder to the parties hereto, and, in particular but without limitation, the warranties, miarantees and obligations imposed upon CONTRACTOR by p oragnphs 6.12, 6.16, 6.30, 6.31, 632,1, 1, 1:_ 12. 13.14- 1 d-3 and 15,2 and all of the rights and remedies available to OWNER and FNGINF-,F.R thereunder, are in addition to, and are not to be construed in any way as a limitation of, any rights and remedies available to any or all of them which ate otherwise imposed or available by taws or Regulations by special warranty or guarantee or by other provisions of the Contract Dmuments, and the provisions of this paragraph will he as effective as if repeated spec cifuilly in the Contract Documents in connection with each particular duty, obligation, right and remedy to which they apply. Profes.vionaiks esand C:aartC'asrsIncluded: 171 'Whenever reference is made to "claims, Costs, looms and damages it shall inelutk in each case, but not be limited to, all fees and charges of engineers, arcbitects, attorneys and other professionals and all court or arbitration or other dispute resolution cuts. 176, The.#.tics 9C 9)u_St4te cif CpIggado apply to this _`oreement Reference tq..two pertmentColonack)-statutes, are as tollows: 17.61 Colorado Rinsed Statutes {+`RS 8-17-101) extent of not Is a I time color 'aeto at true as, to race, 176.2.----11I_ t clans is fled OWNER is_rNuacd bt law r CRa 38-26.1 u7) to withhold from all payments to t t \,-YkAC.T(JR _sutlictentrt lumis to insure the payment of all elatms_for labor, materials, tram fare, sustenance,_ prov3yiogsl fir) - _ of other suppt used or consumed by _ COINTRACYOR or his 33 vu'0 IYOt FORI Oi.l,lM%t0IA H:,A'1[Ws(R Li 4ZmA� i Thts page left blank intentionally.) 1 iC R uk?TiR 1t CneUl"CiU;v'fi 1919z (194p E�6uce1}? R iIIYOFFQ1Rtt1UAN"i SId NFICA'11ON'StRFN' 1,20011 HO) OENIAM, C("NWHIONN 19194, (19961sda€S7n 30 w(IP5 fA 11OR](ks)AN1 1M D]IICAI IONS (kll-\ EXHIBIT GC -A to General Conditions of the Construction Contract Between OWNER and CONTRACTOR DISPUTE RESO L7, 10 l AGRULNUNT OWNER and (70\�FRACYOR hereby agiree that Article 16 or the General Conditions of the Construction Contract between OWNER and (A)NTRaV;:10Re is amended to include the following agreement of the parties: 161 All claims, disputes and other matters in question between OWNER and C'ONTRACFOR raising out of or relating t0 ties Contract Documents or the breach thereof ("cept for claims which have been waived try the making or acceptance of final payment as provided by paragraph 14.15) will be decided by arbitration in accordance with the Construction fndustry Arbitration Rules of the American Arbitration Ass�ciation dnen obtaining, subject to the limitations of the Article 1.6, 1 his agreement so to arbitrate and any other agreement or consent to arbitrate entered into to accordance herewith is Ixovided in this Article Ili will he speeiGcally enforceable undo III prevailing law of any court having jurisdiction 16.2. No demand tar arbitration of any claim, dispute or other matter that is required to be referred tv 11vUfNLf R imttally ter decision in accordance with paragraph 9,11 will fie made until the earlier of(a) the gate an which E\Gf 1sER has rendered a written decision or (b) the thirty-first day, alter the parties have presenter] their evidence to f,:NG NEER il'a written decision has not lien rendered by h GINIllik before that date. No demand tux arbitration of any such claim, dispute or other tnaticr wilt be made later than thirty days after the date tut which ENGINEER has rendered a wa ucn decision in icyieet thereof in accordance with paragraph 9,11, and the failure to demand arbitration within said thirty drays' period will result in EN(iiNTER's decision being final and betiding upon OWNER and 0JNJRAC'fOR_ 1lEx(,IR:ESsk renders a dccisicar after arbitration proceedings have been initiated. such decision Tram be entered ;is evidence butwill not supersede the arbitration proceedings, except wfure the decision is acceptable to due ptitics coneemecl No dennand fox arbitration Of nay written decision of PtiGFNU,R rendered in accordance with paragraph 9 to will % made later than ten d n s after the pang making such demand Isis delivered written notice of intention to appeal as provided in paragraph 0.10 16..3 ?donee of the demand tit arbitration will be filed in writing with the other party to the Agreennent and with the American Arhinauon Ass( ration and a copy will ix sent to F (ANIiER for information "Fhe demand for arbitration will he made within the thirtvtlae of tcnday period sfc-cilied to paragrapb 16.^_ u% appiicable, and in all Mier cases within a reasonable time after the dean, dispute or other matter in oluextion has arivii, and in no event shall any such demand tit. made after the date when institution of legal or equitable proceedungs based on such cdoaun, dispute or other manor in question would K- harred by the applicable statute of lunitalions. tie tx'C)k, F:a,tilt,tikA VIOYs't9ta-3 rt`Oot,'(ko,w m fir} •;F Ff H{p't't8 Li n4ni RlUt3a IG4"i t'(�S iitra'S: e)9i 164. Except as provided in paragraph 16.5 below, no arbitration arising out of Or relating to the Contract Documents shall include b v consolidation, Joinder or in any other manner any other lierson or entity iincludinj ENGINEFSR, ENGFNTERs Consultant and the officers. directors, agents, employees or consultants of any, of them) who is not a party to this contract unless: 16A 1, the inclusion of such other perm or entity is necessary it' complete relief is to be afforded among those who are already parties to the arbitration, and 16.4.1 such other person or entity is substantially involved in a yutstion or late or fact which is common to those who are already parties to the arbitration and which will arise in such proceedings, and 16.4 3, the written consent 4 die other person or entity sought to be included and of OWN'hR and CONTRACTOR has been obtaimt for such inclusion, which consent shall make specific reference to this prragra* but no such consent shall consinrte consent to arbitration of any dispute not specific -illy described in such consent or to arbitration with any party not specifically identified in such consent 16s- Notwithslaaiding paragraph 164, if a claim, dispute or Other matter in question between OWNER and CONTRACTOR involves die Work of a Suleottuactor, either OWNER Or CONTRACTOR may join such Subcontractor as a patty in the arbitration between OWNER and CONFVRAC1'OR hereunder CiONTRA(JOR shall include in all subcontracts required by paragraph 6-11 a specific provision whereby the subcontractor consents to being joined in an arbitration between OtN'BR and CONTRACTOR uivoivi It the Work of such Subcontractor, Northing in this paragraph 16,5 nix in the provision of such subcontract coinsentirg to joinder shall create any, claim, right or cause of action in favor of Subcontractor and against Otn:NER, liNGIvEER or WNIGINUiR's (7onsuhants that dies root odnerwisc exist_ 166 Fhe award tendered by the arbitrators will be final, judgment may be entered upin it in any court having jurisdiction Thereof amp it will not N subject to moxlification or appeal Ih'Z OWNER and CON] RACYOR agree that they shall first submit any and all unsettled claims, counterclaims, disputes and other mattes in question between them arising out of or relating to the t''cntruct Documents or The breach theatief f"d strifes"}, to mediation by the American Arbitradon Association [miler the Construction Industry Mediation Rules of the American Arbitration %ssucianon prior to either of them inittatmg against the other a demand ['or arbitration pursuant to paragTaphs 16.1 through loin, unless delay in ininatmg arbitration would irrevaxablt pTqudice one of the parties. The reshxective th€m and ten dm umc limits within which to file a demand for arhitraton as provided in pxtragnaphs 16.3 and 16.3 above shall be suspciuled with respect to a dispute submitted io mediation within these same applicable titre tunits nand small mnnaiit suspcixfcd until tell days nher the termination of the mediations 'Ihe mcdiator of env dispute whniatM to mediation under this Agreement 'hall nip serve as arbitrator of such dispute unlo:ss other%use. agreed, ("KNIF * A A I CoN.1)] -rlo'.Ns 191 ff�$; € 090FAlim) SE 5.0 INTERPRETATIONS AND ADDENDA. 5.1. All questions about the meaning or intent of the Bidding Documents are to be submitted in writing to the Engineer and the OWNER. Interpretation or clarifications considered necessary in response to such questions will be issued only by Addenda. Questions received less than seven days prior to the date for opening of the Bids may not be answered. Only questions answered by formal written Addenda will be binding. Oral and other interpretations or clarifications will be without legal effect. 5.2. All questions concerning the scope of this project should be directed to the Engineer. Questions regarding submittal of bids should be directed to the City of Fort Collins' Purchasing Division. 5.3. Addenda may also be issued to modify the Bidding Documents as deemed advisable by OWNER or Engineer. 5.4. Addenda will be mailed or delivered to all parties recorded by the OWNER as having received the Bidding documents. 6.0 BID SECURITY 6.1. Each Bid must be accompanied by Bid Security made payable to OWNER in the amount stated in the Invitation to Bid. The required security must be in the form of a certified or bank cashier's check payable to OWNER or a Bid Bond on the form enclosed herewith. The Bid Bond must be executed by a surety meeting the requirements of the General Conditions for surety bonds. 6.2. The Bid Security of the successful Bidder will be retained until such Bidder has executed the Agreement and furnished the required contract security, whereupon Bid Security will be returned. If the successful Bidder fails to execute and deliver the Agreement and furnish the required contract security within 15 days of the Notice of Award, OWNER may annul the Notice of Award and the Bid Security of that Bidder will be forfeited. The Bid Security of other Bidders whom OWNER believes to have reasonable chance receiving the award may be retained by OWNER until the earlier of the seventh day after the effective date of the Agreement or the thirty-first day after the Bid Opening, whereupon Bid Security furnished by such Bidders will be returned. Bid Security with Bids which are not competitive will be returned within seven days after the Bid opening. 7.0 CONTRACT TIME. The number of days within which, or the date by which the Work is to be substantially complete and also completed and ready for Final Payment (the Contract Times) are set forth in the Agreement. 8.0 LIQUIDATED DAMAGES. 12/03 Section 00100 Page 3 SECTION 00800 SUPPLEMENTARY CONDITIONS SECTION 00800 SUPPLEMENTARY CONDITIONS Conditions of the Contract These Supplementary Conditions amend or supplement the General Conditions of the Construction Contract (EJCDC General Conditions 1910-8, 1990 edition with City of Fort Collins modifications) and other provisions of the Contract Documents as indicated below. SC-4.2 Subsurface and Physical Conditions: A. Add the following language to paragraph 4.2.1 of the General Conditions. 4.2.1.1.1 The following report(s) of exploration and tests of subsurface conditions at the site of the Work: CTL THOMPSON Incorporated -- Project Number: FC03658-135 Subgrade Investigation and Pavement Design for South Lemay Avenue Widening, Fort Collins, Colorado Prepared December 29, 2005 Revised March 9, 2006 Approved March 16, 2006 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: 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: 7/96 Section 00800 Page 1 5.4.1 and 5.4.2 Coverage A - Statutory Limits Coverage B - $100,000/$100,000/$500,000 5.4.3 and 5.4.5 Commercial General Liability policy will have limits of' $1,000,000 combined single limits (CSL). This policy will include coverage for Explosion, Collapse, and Underground coverage unless waived by the Owner. 5.4.6 The Comprehensive Automobile Liability Insurance policy will have limits of $1,000,000 combined single limits (CSL). 5.4.9This policy will include completed operations coverage/product liability coverage with limits of $1,000,000 combined single limits (CSL). SC-12.3 Add the following language to the end of paragraph 12.3. Contractor will include in the project schedule nine (9) days lost due to abnormal weather conditions. 7/96 Section 00800 Page 2 SECTION 00900 ADDENDA, MODIFICATIONS AND PAYMENT 00950 Contract Change Order 00960Application for Payment 9/99 SECTION 00950 CHANGE ORDER NO. PROJECT TITLE:5983 South Lemay Avenue Widening Project CONTRACTOR: PROJECT NUMBER: DESCRIPTION: 1. Reason for change: 2. Description of Change: 3. Change in Contract Cost 4. Change in Contract Time: ORIGINAL CONTRACT COST $ .00 TOTAL APPROVED CHANGE ORDER 0.00 TOTAL PENDING CHANGE ORDER 0.00 TOTAL THIS CHANGE ORDER 0.00 TOTAL % OF THIS CHANGE ORDER TOTAL C.O.% OF ORIGNINAL CONTRACT ADJUSTED CONTRACT COST $ 0.00 (Assuming all change orders approved) ACCEPTED BY: DATE: Contractor's Representative ACCEPTED BY: Project Manager REVIEWED BY: Title: APPROVED BY: Title: APPROVED BY: Purchasing Agent over $30,000 cc: City Clerk Contractor Project File Architect Engineer Purchasing DATE: DATE: DATE: DATE: 9/99 Section 00950 Page 1 i'P("tl nn nnatin APPLICATION FOR PAYMENT PAGE 1 OF 4 OWNER: City of Fort Collins PROJECT: APPLICATION NUMBER: APPLICATION DATE: PERIOD BEGINNING: ENGINEER: CONTRACTOR: PERIOD ENDING: PROJECT NUMBER: CHANGE ORDERS Application is made for Payment as shown below in connection with Contract The present status of the account for this Contract is as NUMBER DATE AMOUNT follows: 1 2 Original Contract Amount: 3 Net Change by Change Order: Net Change by Change Order $0.00 Current contract Amount: Total Completed and Stored to Date: Less Previous Applications: Amount Due this Application - Before Retainage: Less Retainage: AMOUNT DUE THIS APPLICATION: ICERTIFICATION: The undersigned CONTRACTOR certifies that all obligations of CONTRACTOR incurred in connection with the Work have been satisfied as required in Paragraph 14.3. of the General Conditions of the Contract. The above Amount Due This Application is requested by the CONTRACTOR. I Date: By: Payment of the above Amount Due This Application is recommended by the ENGINEER. I Date: By: Payment of the above Amount Due This Application has been reviewed by the OWNER'S Project Manager. Date: By: Payment of the above Amount Due This Application is approved by the OWNER. 9/997/96 Section 00960 Page 1 $0.00 $0.00 $0.00 APPLICATION FOR CONTRACT AMOUNTS PAYMENT PAGE 2 OF 4 Work Work Work Completed Completed Completed Stored This Previous To Bid Month Periods Date Materials Total Item This Earned Percent Unit Number Description Quantity Units Price Amount Qty. Amount Qty. Amount Qty. Amount Period To Date Billed $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 TOTALS $0.00 $0.00 $0.00 $0.00 $0.00 7/96 Section 00960 Page 2 CHANGE ORDERS APPLICATION FOR PAYMENT PAGE 3 OF 4 Work Work Work Completed Completed Completed Stored This Previous To Bid Month Periods Date Materials Total Item This Earned Percent Unit To Number Description Quantity Units Price Amount Qty. Amount Qty. Amount Qty. Amount Period Date Billed $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 TOTALS CHANGE ORDERS $0.00 $0.00 $0.00 $0.00 $0.00 PROJECT TOTALS $0.00 $0.00 $0.00 $0.00 $0.00 7/96 Section 00960 Page 3 STORED MATERIALS SUMMARY On Hand Received Installed Item Invoice Previous This This Number Number Description Application Period Period PAGE 4 OF 4 On Hand This Application $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 TOTALS $0.00 $0.00 $0.00 $0.00 7/96 Section 00960 Page 4 South Lemay Widening Project (2006) Project Date: April 10, 2006 SOUTH LEMAY AVENUE WIDENING PROJECT (2006) The Engineers Joint Contract Documents Committee General Conditions govern the construction of this contract. The following General Requirements supplement these General Conditions. PROJECT GENERAL REQUIREMENTS TABLE OF CONTENTS SECTION PAGE 01010 SUMMARY OF WORK............................................................................................ General Reqs. 2-3 01040 COORDINATION..................................................................................................... General Reqs. 4-5 01310 CONSTRUCTION SCHEDULES............................................................................. General Reqs. 6-7 01330 SURVEY DATA — (Contractor Supplied)................................................................. General Reqs. 8 01340 SHOP DRAWINGS................................................................................................... General Reqs. 9-11 01410 TESTING................................................................................................................... General Reqs. 12-13 01510 TEMPORARY UTILIITIES...................................................................................... General Reqs. 14 01560 TEMPORARY CONTROL....................................................................................... General Reqs. 15-16 01570 TREE PROTECTION............................................................................................... General Reqs. 17-18 01580 TRAFFIC REGULATION — (Contractor Supplied) ................................................. General Reqs. 19-21 01700 CONTRACT CLOSEOUT........................................................................................ General Reqs. 22 01711 SITE CLEANUP....................................................................................................... General Reqs. 23 01720 PROJECT RECORD DOCUMENTS....................................................................... General Reqs. 24 P:\Street Oversiaing\South Lemay Avenue Widening Project 2006\Bid DocsTonstruction Specs\General Reqs General Reqs. - I Provisions for liquidated damages are set forth in the Agreement. 9.0 SUBSTITUTE ("OR EQUAL") MATERIAL AND EQUIPMENT The Contract, if awarded, will be on the basis of material and equipment described on the Drawings or specified in the Specifications without consideration of possible substitute or "or equal" items. Whenever it is indicated on the Drawings or specified in the Specifications that a substitute or "or equal" item of material or equipment may be furnished or used by CONTRACTOR if acceptable to Engineer, application for such acceptance will not be considered by Engineer until after the "effective date of the Agreement". The procedure for submittal of any such application by CONTRACTOR and consideration by Engineer is set forth in the General Conditions which may be supplemented in the General Requirements. 10.0 SUBCONTRACTORS, SUPPLIERS AND OTHERS 10.1. Each Bidder shall submit at the Bid opening to OWNER a list of principal subcontractors he proposes to use in the Work. Refer to Section 00430 contained within these Documents. 10.2. If OWNER or Engineer after due investigation has reasonable objection to any proposed Subcontractor, either may, before the Notice of Award is given, request the apparent successful Bidder to submit an acceptable substitute without an increase in Bid price. If the apparent successful Bidder declines to make any substitution, OWNER may award the contract to the next lowest responsive and responsible Bidder that proposes to use acceptable subcontractors. Subcontractors, suppliers, other persons or organization listed and to whom OWNER or Engineer does not make written objection prior to the giving of the Notice of Award will be deemed acceptable to OWNER and ENGINEER subject to revocation of such acceptance after the effective date of the Agreement as provided in the General Conditions. 10.3. CONTRACTOR shall not be required to employ any subcontractor, supplier or other persons or organizations against whom he has reasonable objection. The use of subcontractors listed by the Bidder and accepted by OWNER prior to the Notice of Award will be required in the performance of the Work. 11.0 BID FORM. 11.1. A copy of the Bid Form is bound in the Contract Documents which may be retained by the Bidder. A separate unbound copy is enclosed for submission with the Bid. 11.2. Bid Forms must be complete in ink or typed. All lump sum prices on the form must be stated in words and numerals; in case of conflict, words will take precedence. Unit prices shall govern over extensions of SUMS. 12/03 Section 00100 Page 4 South Lemay Widening Project (2006) Project SECTION 01010 SUMMARY OF WORK 1.1 DESCRIPTION OF WORK A. The Work shall consist of the construction of the outlined improvements: Bid 5983 South Lemay Avenue Widening Project Date: April 10, 2006 South Lemay Avenue Widenine (2006): These improvements include intersection and arterial street improvements from Nassau Way south to Carpenter Road (approximately 2380 linear feet) . The scope includes reconstruction and widening Lemay Avenue to a four lane arterial street from its existing two-lane configuration, and interim widening at the Lemay/Carpenter intersection to accommodate auxiliary turn lanes. A full closure has been granted to construct all necessary improvements. The City of Fort Collins Pavement Maintenance Program is coordinating rehabilitation a 2"overlay work on Lemay Avenue From Trilby Road to Nassau Way ( approximately 2,500 linear feet) with this project. Roadway improvements include the installation of curb -and -gutter, asphalt paving, bike lanes, some landscaped medians, and storm and sanitary sewer installations in the area of reconstruction. B. Protection and Restoration. 1. Replace to equal or better conditions all items removed and replaced or damaged during construction. 2. Restore all areas disturbed to match surrounding surface conditions. 3. The Owners Field Representative must approve the condition of all replaced and/or restored areas prior to final payment. 1.2 NOTICES TO PRIVATE OWNERS AND AUTHORITIES The following items shall be coordinated between the Contractor and the Owners Field Representative. A. Notify private owners of adjacent properties, utilities, irrigation canals, and affected governmental agencies when prosecution of the Work may affect them. B. Give notification 48 hours in advance to enable affected persons to provide for their needs when it is necessary to temporarily deny access or services. C. Contact utilities at least 48 hours prior to excavating near underground utilities. D. Contact all agencies at least 72 hours prior to start of construction. Notify all agencies of the proposed scope of work schedule and any items, which would affect their daily operation. P:\Street Oversizing\South Lemay Avenue Widening Project 2006\Bid DocsTonstruction Specs\General Reqs General Reqs. - 2 South Lemay Widening Project (2006) Project Date: April 10, 2006 E. Names and telephone numbers of affected agencies and utilities in the area are listed below for Contractor's convenience. UTILITIES Water: City of Fort Collins, Colorado 221-6681 Storm Sewer: City of Fort Collins, Colorado 221-6589 Sanitary Sewer: City of Fort Collins, Colorado 221-6681 Electric: City of Fort Collins, Colorado 221-6700 Gas/Electric: Xcel Energies 225-7847 Telephone: Qwest Communications 377-6401 Traffic Operations: City of Ft. Collins, Colorado 221-6630 Cable Television: AT&T Broadband 493-7400 FCLWD: Fort Collins Loveland Water District 226-3104 ext. 17 Water: Fort Collins Loveland Water District 226-3104 ext. 17 Sewer: Fort Collins Loveland Water District 226-3104 ext. 17 Electric: Poudre Valley REA 226-1234 *Utility Locates Under A One -call @ system 1-800-922-1987 Ditch Companies as required AGENCIES Occupational Safety & Health Administration (OSHA): 844-3061 Poudre Fire Authority Non -Emergency: 221-6581 Emergency: 911 City of Fort Collins Police Department Non -Emergency: 221-6550 Emergency: 911 Larimer County Sheriffs Department Non -Emergency: 221-7177 Emergency: 911 Postmaster: US Postal Service Judith Robertson: 225-4111 Ambulance: Poudre Valley Hospital Non -Emergency: 484-1227 Emergency: 911 Transportation: Transfort: 221-6620 Traffic Engineering: 221-6630 END OF SECTION P:\Street Oversizing\South Lemay Avenue Widening Project 2006\Bid Docs\Construction Specs\General Reqs General Reqs. - 3 South Lemay Widening Project (2006) Project SECTION 01040 COORDINATION 1.1 GENERAL CONTRACTOR RESPONSIBILITIES Date: April 10, 2006 A. Coordinate operations under contract in a manner, which will facilitate progress of the Work. The Contractor shall also coordinate with the Utility Companies and City Traffic Department whose Work is separate from the General Contractor's contract. B. Conform to the requirements of public utilities and concerned public agencies in respect to the timing and manner of performance of operations which affect the service of such utilities, agencies, or public safety. C. Coordinate operations under contract with utility work to allow for efficient completion of the Work. D. Coordinate all operations with the adjoining property owners, business owners, and surrounding neighborhoods to provide satisfactory access at all times and keep them informed at all times. To work with the local fire and police departments to ensure the traffic control plan is followed in emergency situations with no exceptions of disruption to traffic flow. E. Keep traffic areas and temporary residential accesses free of excavated material, construction equipment, pipe and other material and equipment. F. Keep fire hydrants and utility control valves free from obstruction and available for use at all times. G. Conduct operations in a manner to avoid unnecessary interference with public and private roads and drives. H. Provide and maintain temporary approaches or crossings at streets and residences. 1.2 SCHEDULE AND MILESTONES 1.3 The Contractor shall submit a detailed project schedule showing milestones and the critical path for South Lemay Avenue Widening Project 2006. This schedule shall be agreed to by both the Owner and Contractor. It shall be made in writing and signed by both parties. A. A Pre -construction Conference will be held prior to the start of construction. 1. Contractor shall participate in the conference accompanied by all major Subcontractors. 2. Contractor shall designate/introduce Superintendent, and major Subcontractors supervisors assigned to project. 3. Contractor shall submit in writing proposed daily construction hours to Engineer for approval. 4. Contractor shall designate all access roads and parking areas in writing to the Engineer for approval. 5. The Engineer shall invite all utility and irrigation companies involved. 6. The Utilities will be asked to designate their coordination person, provide utility plans, and their anticipated schedules. 7. The Engineer shall introduce the Project Representatives. 8. At this time the superintendent will be expected to show that he has sufficient knowledge of the specifications and plans to orchestrate and coordinate the construction actives for this job. B. Additional project coordination conferences will be held prior to start of construction for coordination of the Work, refining project schedules, and utility coordination. P:\Street Oversizing\South Lemay Avenue Widening Project 2006\Bid Does\Construction Specs\Geneial Reqs General Reqs. - 4 South Lemay Widening Project (2006) Project Date: April 10, 2006 C. The Engineer may hold coordination conferences, to be attended by all parties involved, when the Contractor's operations affect, or are affected by, the work of others. 1. Contractor shall participate in such conferences accompanied by Subcontractors as required by the Engineer. 1.4 PROGRESS MEETINGS A. Contractor and Project Manager shall schedule and hold regular progress meetings at least weekly and at other times as requested by the Engineer or required by the progress of the Work. B. Attendance shall include: 1. Contractor and Superintendent. 2. Owner's Representatives. 3. Engineer and Project Manager. 4. Others as may be requested by Contractor, Engineer or Owner. C. Minimum agenda shall include: 1. Review of work progress since last meeting. 2. Identification and discussion of problems affecting progress. 3. Review of any pending change orders. 4. Revision of Construction Schedule as appropriate. 5. Review Milestone Schedule. 6. Discuss the work scheduled for the next two weeks. T Discuss the surveying needed for the next week. D. The Engineer or a Project Representative shall preside at meetings and record and distribute minutes to the participants. E. The Engineer or Engineer's Field Representative and Contractor shall agree to weekly quantities at the progress meetings. The weekly quantity sheets shall be signed by both parties. These quantity sheets, when signed, shall be final and shall be the basis for the monthly progress estimates. This process ensures accurate monthly project pay estimates. END OF SECTION P:\Street Oversizing\South Lemay Avenue Widening Project 2006\Bid DocsTonstruction Specs\General Reqs General Reqs. - 5 South Lemay Widening Project (2006) Project SECTION 01310 CONSTRUCTION SCHEDULES 1.1 GENERAL Date: April 10, 2006 A. The contractor shall prepare a detailed schedule of all construction operations and procurement after review of tentative schedule by parties attending the pre -construction conference. This schedule will show how the contractor intends to meet the milestones set forth. 1. No work is to begin at the site until Owner's acceptance of the Construction Progress Schedule and Report of delivery of equipment and materials. 1.2 FORMAT AND SUBMISSIONS A. Prepare construction and procure schedules in a graphic format suitable for displaying scheduled and actual progress. B. Submit two copies of each schedule to Owner for review. 1. Owner will return one copy to Contractor with revisions suggested or necessary for coordination of the Work with the needs of Owner or others. 2. The contractor will be required to submit a weekly progress schedule showing work to be completed, labor, equipment, work hours and methods of construction for the up coming week. This schedule will be required every Thursday in a daily calendar format. C. The schedule must show how the street, storm sewer, concrete and paving work will be coordinated. 1.3 CONTENT A. Construction Progress Schedule. 1. Show the complete work sequence of construction by activity and location. 2. Show changes to traffic control. 3. Show project milestones. B. Equipment, Materials and Submittals schedule. 1. Show delivery status of critical and major items of equipment and materials. 2. Include a critical path schedule for Shop Drawings, tests, and other submittal requirements for equipment and materials, reference Section 01340. 1.4 PROGRESS REVISIONS A. Submit revised schedules and reports at weekly project coordination meetings when changes are foreseen, when requested by Owner or Engineer, and with each application for progress payment. B. Show changes occurring since previous submission. 1. Actual progress of each item to date. 2. Revised projections of progress and completion. C. Provide a narrative report as needed to define: 1. Anticipated problems, recommended actions, and their effects on the schedule. 2. The effect of changes on schedules of others. P:\Street Oversizing\South Lemay Avenue Widening Project 2006\13id DocsTonslruction Specs\General Reqs General Reqs. - 6 South Lemay Widening Project (2006) Project 1.5 OWNER'S RESPONSIBILITY Date: April 10, 2006 A. Owner's review is only for the purpose of checking conformity with the Contract Documents and assisting the Contractor in coordinating the Work with the needs of the Project. B. It is not to be construed as relieving Contractor from any responsibility to determine the means, methods, techniques, sequences and procedures of construction as provided in the General Conditions. END OF SECTION P:\Stzeet0vejsizing\South Lemay Avenue Widening Project 2006\Bid DocsTonstruction Specs\General Reqs General Reqs. - 7 South Lemay Widening Project (2006) Project SECTION 01330 SURVEY DATA 1.1 SURVEY REQUIREMENTS Date: April 10, 2006 A. The Owner will not provide the construction surveying for the Project. The Contractor will be responsible to provide the surveying required on this project. B. The Owner will make the projects CAD drawings available to the Contractor upon request. C. If the requested surveying cannot be accomplished in the time frame requested by the Contractor, the survey personnel shall notify the contractor with the date on which the requested work will be completed. D. Should a sudden change in the Contractor's operations or schedule require the survey personnel to work overtime, the Contractor shall pay the additional overtime expense. E. The Contractor shall protect all survey monuments and construction stakes. If it is unavoidable to remove a survey monument or construction stakes, the Contractor is responsible for notifying the Surveyor and allowing enough time for the monuments or stakes to be relocated. The Contractor will be responsible for the cost of restaking construction stakes and for the cost of re-establishing a destroyed monument. END OF SECTION P:\Street Oversizing\South Lemay Avenue Widening Project 2006\Bid Docs\Construction Specs\General Reqs General Reqs. - 8 South Lemay Widening Project (2006) Project SECTION 01340 SHOP DRAWINGS 1.1 GENERAL Date: April 10, 2006 A. Submit Shop Drawings, Samples, and other submittals as required by individual specification sections. 1. The Engineer will not accept Shop Drawings or other submittals from anyone but the Contractor. B. Schedule: Reference Section 01310, Construction Schedules. Submittals received by the Engineer prior to the time set forth in the approved schedule will be reviewed at any time convenient to the Engineer before the time required by the schedule. C. Any need for more than one resubmission, or any other delay in obtaining the Engineer's review of submittals, will not entitle the Contractor to an extension of the Contract Time, unless delay of the Work is directly caused by failure of the Engineer to return any scheduled submittal within 10 days after receipt in his office of all information required for review of the submittals or for any other reason which prevents the Engineer's timely review. Failure of Contractor to coordinate submittals that must be reviewed together will not entitle the Contractor to an extension of Contract Time or an increase in Contract Price. D. Resubmit a corrected submittal if errors are discovered during manufacture or fabrication. E. Do not use materials or equipment for which Shop Drawings or samples are required until such submittals, stamped by the Contractor and properly marked by the Engineer, are at the site and available to workmen. F. Only use Shop Drawings which bear Engineer's mark "NO EXCEPTION TAKEN" in the performance of the Work. Review status designations listed on Engineer's submittal review stamp are defined as follows: 1. NO EXCEPTION TAKEN Signifies material or equipment represented by the submittal conforms with the design concept, complies with the information given in the Contract Documents and is acceptable for incorporation in the Work. Contractor is to proceed with fabrication or procurement of the items and with related work. Copies of the submittal are to be transmitted for final distribution. 2. REVISE AS NOTED Signifies material or equipment represented by the submittal conforms with the design concept, complies with the information given in the Contract Documents and is acceptable for incorporation in the Work in accordance with Engineer's notations. Contractor is to proceed with the Work in accordance with Engineer's notations and is to submit a revised submittal responsive to notations marked on the returned submittal or written in the letter of transmittal. 3. REJECTED Signifies material or equipment represented by the submittal does not conform with the design concept or comply with the information given in the Contract Documents and is not acceptable for use in the Work. Contractor is to submit submittals responsive to the Contract Documents. 4. FOR REFERENCE ONLY Signifies submittals which are for supplementary information only; pamphlets, general information sheets, catalog cuts, standard sheets, bulletins and similar data, all of which are useful to Engineer or Owner in design, operation, or maintenance. But these submittals do not constitute a basis for determining that items V\Street Oversizing\South Lemay Avenue Widening Project 2006\Bid DocsTonstruction Specs\General Reqs General Reqs. - 9 South Lemay Widening Project (2006) Project Date: April 10, 2006 represented thereby conform to the design concept or comply with the information given in the Contract Document. The Engineer reviews such submittals for general information, but not for substance. 1.2 SUBMITTAL REGISTER A. The Contractor shall complete the Submittal Register and submit with the Final Construction Schedule submittal. The Contractor must resubmit an updated Submittal Register with each application for progress payment. A format of the Submittal Register is provided below, Contractor should reproduce this format, (or an approved alternate) for this register. B. Instructions for Completing the Submittal Register: Column 1: References, specification section, and paragraph in which submittal is requested. This will be done for each item of equipment or material. Column 2: Describe types of submittal required, i.e., shop drawing, certificate, etc. Column 3: List the material or item for which submittal is required. Column 4: Contractor shall provide the date that he intends to make each submittal. Column 5: Contractor shall provide that date by which each submittal must be approved to accomplish timely incorporation into the project. Column 6: Contractor shall provide the mailing date of the initial submittal made to the Owner. Column 7: Contractor shall record the review action of the Owner to the last submittal for the item, equipment, or material. Column 8: Contractor shall record the mailing date of subsequent submittal for each item, equipment, and material until submittal is accepted by Owner. Column 9: Contractor may record remarks as necessary to coordinate with other submittal or provide necessary information. 1.3 SHOP DRAWINGS A. Include the following information as required to define each item proposed to be furnished. 1. Detailed installation drawings showing foundation details and clearances required for construction. 2. Relation to adjacent or critical features of the Work or materials. 3. Field dimensions, clearly identified as such. 4. Applicable standards, such as ASTM or Federal Specification numbers. 5. Drawings, catalogs or parts thereof, manufacturer's specifications and data, instructions, performance characteristics and capacities, and other information specified or necessary: a. For Engineer to determine that the materials and equipment conform to the design concept and comply with the intent of the Contract Documents. b. For the proper erection, installation, and maintenance of the materials and equipment which Engineer will review for general information but not for substance. c. For Engineer to detenmine what supports, anchorages, structural details, connections and services are required for materials and equipment, and the effect on contiguous or related structures, materials and equipment. 6. Complete dimensions, clearances required, design criteria, materials of construction and the like to enable Engineer to review the information effectively. B. Manufacturer's standard drawings, schematics and diagrams: 1. Delete information not applicable to the Work. 2. Supplement standard information to provide information specifically applicable to the Work. C. Format. 1. Present in a clear and thorough manner. P:\Street Oversizing\South Lemay Avenue Widening Project 2006\13id DocsWonstruction Specs\General Reqs General Reqs. - 10 South Lemay Widening Project (2006) Project Date: April 10, 2006 2. Minimum sheet size: 8 VT x I V. 3. Clearly mark each copy to identify pertinent products and models. 4. Individually annotate standard drawings, which are furnished, cross out items that do not apply, describe exactly which parts of the drawing apply to the equipment being furnished. 5. Individually annotate catalog sheets to identify applicable items. 6. Reproduction or copies of portions of Contract Documents: a. Not acceptable as complete fabrication or erection drawings. b. Acceptable when used as a drawing upon which to indicate information on erection or to identify detail drawings. 7. Clearly identify the following: a. Date of submission. b. Project title and number. c. Names of Contractor, Supplier and Manufacturer. d. Specification section number, specification article number for which items apply, intended use of item in the work, and equipment designation. e. Identify details by reference to sheet, detail, schedule or room numbers shown in the Contract Documents. f. Deviations from Contract Documents. g. Revisions on re -submittals. h. Contractor's stamp, initialed or signed, certifying the review of submittal, verification of products, field measurements and field construction criteria, and coordination of the information within the submittal with requirements of the Work and the Contract Documents. 1.4 SUBMISSION REQUIREMENTS A. Make submittals promptly in accordance with approved schedule, and in such sequence as to cause no delay in the Work or in the work of any other contractor. B. Minimum number required: 1. Shop Drawings. a. Three (3) copies minimum, two (2) copies which will be retained by Engineer. 1.5 RESUBMISSION REQUIREMENTS A. Make corrections or changes required by Engineer and resubmit until accepted. B. In writing, call Engineer's attention to deviations that the submittal may have from the Contract Documents C. In writing, call specific attention to revisions other than those called for by Engineer on previous submissions. D. Shop Drawings 1. Include additional drawings that may be required to show essential details of any changes proposed by Contractor along with required wiring and piping layouts. END OF SECTION P:\Street Oversizing\South Lemay Avenue Widening Project 2006\13id DocsTonstruction Specs\General Reqs General Reqs. - 11 11.3. Bids by corporations must be executed in the corporate name by the president or a vice-president (or other appropriate officer accompanied by evidence of authority to sign) and the corporate seal shall be affixed and attested by the secretary or an assistant secretary. The corporate address and state of incorporation shall be shown below the corporate name. 11.4. Bids by partnerships must be executed in the partnership name and signed by a partner, his title must appear under his signature and the official address of the partnership must be shown below the signature. 11.5. Bids by joint venture shall be signed by each participant in the joint venture or by an authorized agent of each participant. The full name of each person or company interested in the Bid shall be listed on the Bid Form. 11.6. The Bid shall contain an acknowledgement of receipt of all Addenda (the numbers of which must be filled in on the Bid Form). 11.7. No alterations in Bids, or in the printed forms therefore, by erasures, interpolations, or otherwise will be acceptable unless each such alteration is signed or initialed by the Bidder; if initialed, OWNER may require the Bidder to identify any alteration so initialed. 11.8. The address and telephone number for communications regarding the Bid shall be shown. 12.0 BID PRICING. Bids must be priced as set forth in the Bid Schedule or Schedules. 13.0 SUBMISSION OF BIDS. 13.1. Bids shall be submitted at the time and place indicated in the Invitation to Bid and shall be enclosed in an opaque sealed envelope marked with the Project title, Bid No., and name and address of the Bidder and accompanied by the Bid Security, Bid Form, Bid Bond, Statement of Bidders Qualifications, and Schedule of Subcontractors as required in Section 00430. If the Bid is sent through the mail or other delivery system, the sealed envelope shall be enclosed in a separate envelope with the notation "BID ENCLOSED" on the face of it. 13.2. Bids shall be deposited at the designated location prior to the time and date for receipt of Bids indicated in the Invitation to Bid, or any extension thereof made by addendum. Bids received after the time and date for receipt of Bids will be returned unopened. Bidder shall assume full responsibility for timely delivery at the location designated for receipt of Bids. 12/03 Section 00100 Page 5 South Lemay Widening Project (2006) Project Date: April 10, 2006 SECTION 01410 TESTING 1.1 GENERAL A. Provide such equipment and facilities as the Engineer may require for conducting field tests and for collecting and forwarding samples. Do not use any materials or equipment represented by samples until tests, if required, have been made and the materials or equipment are found to be acceptable. Any product, which becomes unfit for use after approval hereof, shall not be incorporated into the work. B. All materials or equipment proposed to be used may be tested at any time during their preparation or use. Furnish the required samples without charge and give sufficient notice of the placing of orders to permit the testing. Products may be sampled either prior to shipment or after being received at the site of the work. C. Tests shall be made by an accredited testing laboratory selected by the Owner. Except as otherwise provided, sampling and testing of all materials and the laboratory methods and testing equipment shall be in accordance with the latest standards and tentative methods of the American Society for Testing Materials (ASTM). D. Where additional or specified information concerning testing methods, sample sizes, etc., is required, such information is included under the applicable sections of the Specifications. Any modification of, or elaboration on these test procedures (which may be included for specific materials under their respective sections in the Specifications) shall take precedence over these procedures. 1.2 OWNER'S RESPONSIBILITIES A. Owner shall be responsible for and shall pay all costs in connection with testing for the following: 1. Soil tests, except those called for under Submittals thereof. 2. Tests not called for by the Specifications of materials delivered to the site but deemed necessary by Owner. 3. Concrete tests, except those called for under Submittals thereof. 4. Asphalt tests, except those called for under Submittals thereof. 1.3 CONTRACTOR'S RESPONSIBILITIES A. In addition to those inspections and tests called for in the General Conditions, the Contractor shall also be responsible for and shall pay all costs in connection with testing required for the following: 1. All performance and field testing specifically called for by the specifications. 2. All re -testing for Work or materials found defective or unsatisfactory, including tests covered under section 1.2 above. 3. All minimum call out charges or stand by time charges from the tester due to the Contractor's failure to pave, pour, or fill on schedule for any reason except by action of the Engineer. B. Contractor shall notify the Project Engineer 48 hours prior to performing an operation that would require testing. 1.4 CONTRACTOR'S QUALITY CONTROL SYSTEM A. General: The Contractor shall establish a quality control system to perform sufficient inspection and tests of all items of Work, including that of his subcontractors, to ensure conformance to the functional performance of this project. The control shall be established for all construction except where the Contract Documents provide for specific compliance tests by testing laboratories or engineers employed by the Owner. The Contractor's control system shall specifically include all testing required by the various P:\Street Oversizing\South Lemay Avenue Widening Project 2006\13id DocsTonstruction Specs\General Reqs General Reqs. - 12 South Lemay Widening Project (2006) Project sections of these Specifications. Date: April 10, 2006 B. Superintendence: The Contractor SHALL employ a full time Superintendent whose sole responsibility is to monitor and coordinate all facets of the Work. The Superintendent shall be on site when work is in progress (i.e. weekend work). The Superintendent shall have adequate experience to perform the duties of Superintendent. The superintendent shall have the authority to act on behalf of the CONTRACTOR. The superintendent shall not be replaced without written notice to the Owner and Engineer. C. Quality Control: Contractor's quality control system is the means by which he assures himself that his construction complies with the requirements of the Contract Documents. Controls shall be adequate to cover all construction operations and should be keyed to the proposed construction schedule. D. Records: Maintain correct records on an appropriate form for all inspections and tests performed, instructions received from the Engineer and actions taken as a result of those instructions. These records shall include evidence that the required inspections or tests have been performed (including type and number of inspections or test, nature of defects, causes for rejection, etc.) proposed or directed remedial action, and corrective action taken. Contractor is responsible for documenting all inspections and tests as required by each section of the Specifications. Provide copies to the Engineer weekly. END OF SECTION P:\Street Oversizing\South Lemay Avenue Widening Project 2006\Bid DocsWonsnvction Specs\General Reqs General Reqs. - 13 South Lernay Widening Project (2006) Project SECTION 01510 TEMPORARY UTILITIES 1.1 UTILITIES A. Furnish all utilities necessary for construction. Date: April 10, 2006 B. Owner will furnish water in reasonable amounts for execution of the work at existing fire hydrants without charge to Contractor. The Contractor shall coordinate and schedule with the Owners' Field Representative for the Water Department to select the appropriate fire hydrant and set the hydrant meter. C. Make arrangements with Owner as to the amount of water required and time when water will be needed. 1. Owner will fix the place, time, rate and duration of each withdrawal from the distribution system. 2. Unnecessary waste of water will not be tolerated. D. Furnish necessary water trucks, pipes, hoses, nozzles, and tools and perform all necessary labor. 1. Only Owner shall operate existing valves and hydrants. 1.2 SANITARY FACILITIES A. Contractor shall furnish temporary sanitary facilities at each site for the needs of construction workers and others performing work or furnishing services on the Project. Furnish a minimum of two portable toilets at the trailers (if office trailers are required) and a minimum of one at each project work site or as required to accommodate the number of personnel working on site. One facility will delivered to the City of Fort Collins trailer open notice of award of bid. B. Contractor shall properly maintain sanitary facilities of reasonable capacity throughout construction periods. C. Contractor to enforce the use of such sanitary facilities by all personnel at the site. D. Place facilities out of public view using the greatest practical extent. END OF SECTION P:\Street Oversizing\South Lemay Avenue Widening Project 2006\13id DocsTonstruction Specs\General Reqs General Reqs. - 14 South Lemay Widening Project (2006) Project SECTION 01560 TEMPORARY CONTROLS 1.1 NOISE CONTROL Date: April 10, 2006 A. Take reasonable measures to avoid unnecessary noise when construction activities are being performed in populated areas. B. Construction machinery and vehicles shall be equipped with practical sound muffling devices, and operated in a manner to cause the least noise consistent with efficient performance of the Work. C. Cease operation of all machinery and vehicles between the hours of 7:30 p.m. and 6:30 a.m. 1.2 DUST CONTROL A. Dusty materials in piles or in transit shall be covered when necessary to prevent blowing. B. Earth and road surfaces subject to dusting due to construction activities and detouring of traffic shall be kept moist with water or by application of a chemical dust suppressant. Chemical dust suppressant shall not be injurious to existing or future vegetation. C. Dust control within the lime deposit area shall conform to the project's health and safety plan. At a minimum, the lime area shall be covered as soon as possible after compaction has been obtained to minimize surface drying and dust. Dust control for this area may involve multiple watering and/or continuous watering to maintain a moist surface. 1.3 POLLUTION CONTROL A. Prevent the pollution of drains and watercourses by sanitary wastes, concrete, sediment, debris and other substances resulting from construction activities. 1. Retain all spent oils, hydraulic fluids and other petroleum fluids in containers for disposal off the site. 2. Prevent sediment, debris or other substances from entering sanitary sewers, storm drains and culverts. 1.4 EROSION CONTROL A. Take such measures as are necessary to prevent erosion of soil that might result from construction activities. Measures in eeneral will include: l . Control of runoff 2. Trapping of sediment 3. Minimizing area and duration of soil exposure 4. Temporary materials such as hay bales, sandbags, plastic sheets, riprap or culverts to prevent the erosion of banks and beds of watercourses or drainage swales where runoff will be increased due to construction activities. B. Preserve natural vegetation to greatest extent possible. C. Locate temporary storage and route construction traffic so as to preserve vegetation and minimize erosion. D. Comply with the City of Fort Collins' Storm Drainage Erosion Control Manual and Plan. P:\Street Oversizing\South Lemay Avenue Widening Project 2006\13id DocsTonstruction Specs\General Reqs General Reqs. - 15 South Lemay Widening Project (2006) Project 1.5 SECURITY Date: April 10, 2006 A. Contractor is responsible for protection of the site and all Work, materials, equipment and existing facilities thereon, against vandalism. B. No claim will be made against the Owner by reason of any act of an employee or trespasser, and the Contractor shall make good all damage resulting from his failure to provide security measures as specified. C. Security measures will be instituted to protect owners of existing facilities during normal operation, but will also include such additional security fencing, barricades, lighting, watchman services or other measures as Contractor feels is required to protect the site. END OF SECTION P:\Sneet0versizing\South Lemay Avenue Widening Project 2006\Bid Docs\Construction Specs\General Reqs General Reqs. - 16 South Lemay Widening Project (2006) Project SECTION 01570 TREE PROTECTION Date: April 10, 2006 A. Tree Barriers: All trees which will be preserved, but are within the limits of construction, must be protected from all damage associated with construction. A sturdy, physical barrier (fluorescent orange in color) must be fixed in place around each tree for the duration of construction. This barrier will be placed no closer than six (6) feet from the trunk, or one-half of the drip line, whichever is greater. The barrier itself must be fixed so it cannot be moved easily, but the material can be flexible, such as orange safety fence attached to metal T- posts driven into the ground, but must act as an effective deterrent to deliberate or accidental damage of each tree. The Project Engineer or Manager must approve actual materials and location of barrier. The movement or storage of equipment, material, debris, or fill within these required protective barriers is completely prohibited. In situations where the construction will come closer to a tree than six (6) feet, the orange barrier must still be erected. However, additional padding must be placed around the trunk of each tree starting at ground level and proceeding up the trunk to a height of six or seven feet. Padding should be a minimum eight (8) inches thick, and made of a material strong enough to protect the bark from accidental impacts with hand tools or power equipment. B. Accidental Poisoning: During the construction, the Contractor shall not cause, or permit the cleaning of equipment or material within the root zone of any tree. The Contractor shall not store or dispose of waste material including, but not limited to; paints, solvents, asphalt, concrete, mortar, or any other material harmful to the life of a tree, within the root zone of each tree, or group of trees. C. Root Pruning Specifications: When the cutting of tree roots is necessary, each final cut must be made as cleanly as possible for all roots over three (3) inches in diameter using the following method: 1. The line of excavation will be drawn out and appropriate excavation equipment used to clear the area at least six inches in front of the actual finished excavation line. Roots can then be cut using tools such as axes, stump grinders, or trenchers. 2. Each root over three (3) inches in diameter will then be cut cleanly back to the excavation line using a stump grinder operated by an experienced licensed arborist. A sharp hand or bow saw is acceptable for roots under three (3) inches in diameter. Axes and trenchers do not cut roots cleanly and will not be used for final root cuts. D. Contractor shall coordinate with the Owners' Field Representative prior to and during the installation of tree protection and root pruning activities. Owners' Field Representative, at his/her opinion, will contact the City Forester and/or City Arborist for advice and approval of the tree protection measures taken by the Contractor and also the City's advice and approval during the root DruninL, activities. E. No damaging attachments, wires, signs, permits or other objects may be fastened by any means to any tree preserved on this project. P:\Street Oversizing\South Lemay Avenue Widening Project 2006\Bid DocsTonstruction Specs\General Reqs General Reqs. - 17 South Lemay Widening Project (2006) Project Date: April 10, 2006 F. Violation of Specifications and Penalties for Damaein¢ Trees: Any violation of these specifications will lead to penalties based on the type of violation and/or the resulting damages, and may be grounds for the termination of this contract. The penalties will be assessed based on the amount of damage done and the total value of that tree, or group of trees, prior to the damage. The minimum penalty will be $100.00. Penalties for any damage will be based on the total value of the tree as determined by the City Forestry Division staff and the severity of the damage as a proportion of the total value of that tree. This could include up to the full value of the tree. As an example, there are two American Elm trees to be preserved on another project. They are valued at $7,960 and $6,667 for the south and north trees respectively. The south tree is approximately 100 inches in circumference, therefore each inch is worth one -hundredth of the value, or $79.60 per inch. Similarly, the north tree is 91 inches in circumference, making each inch worth $73.26. To extend this to penalties paid, if one inch of the bark on the south tree is scuffed, the penalty would be $100 (the minimum allowed); if two inches are damaged, the penalty would be $159.20 and so on up to 50% of the circumference of the trunk. If 50% or more is damaged, the full value of the tree will be assessed as a penalty. (This example serves to illustrate how damages will be assessed). This method of assessing penalties will be applicable to all trees not marked for removal on the project, accidental poisoning and improper pruning. END OF SECTION P:\Street Oversizing\South Lemay Avenue Widening Project 2006\Bid DocsTonsnvction Specs\General Reqs General Reqs. - 18 South Lemay Widening Project (2006) Project SECTION 01580 TRAFFIC REGULATION 1.1 TRAFFIC CONTROL Date: April 10, 2006 A. The traffic control for this project shall be the responsibility of the Contractor. Traffic control is defined as those devices necessary to channelize vehicular and pedestrian traffic through the project. The Contractor is responsible for applying their costs associated to their predicted calendar day schedule to determine the lump sum amount. B. The Contractor and/or Traffic Control Contractor must submit traffic control plans and coordinate all traffic control with the City's Traffic Control Coordinator. The traffic control plans must be submitted and approved 72 hours prior to starting construction and before making each modification. C. Conformance: City of Fort Collins Work Area Traffic Control Handbook, Manual of Uniform Traffic Control Devices (U.S. Dept. of Transportation), or applicable statutory requirements of authority having jurisdiction. D. The traffic access/control plan limitations for handling traffic for these projects are described below. NOTE. A minimum of six (6) specialty signs will be required to be installed at locations acceptable by the City of Fort Collins Traffic Operations Department throughout the project notifying the traveling public of the dates and location of the closure. South Lemay Avenue Full Closure: • South Lemay Avenue will be closed between Nassau Way to Carpenter Road. The Contractor will be required to barricade the Carpenter/Lemay intersection with New Jersey Barriers placed behind the stop sign on Lemay from the east sidewalk to the west sidewalk. In addition, type III barricades must be placed at the end of the closures with a 48"x48" sign stating that the road is closed with start and finish dates. • A temporary all -access road must be constructed and maintained throughout the project allowing the Emerson Acres residents access to their homes. The access road must be clearly designated with vertical barricades spaced every 75 feet for 2040 linear feet on both edges of the temporary roadway. A 48"x48" sign with all of the resident's addresses must be placed on a type III barricade. It will be the responsibility of the Traffic Control Company to inspect the temporary access control devices twice daily or as needed until the project is complete. South Lemay Overlay: • The overlay operation between Trilby Road and Nassau Way will require a one -lane operation. The Contractor will be required to provide seven (7) flaggers to control all side streets and the Trilby intersection during paving operations. Caraenter Road Overlay: • The milling operations will be done under a traveling operation with a one way road traffic control method. The overlay operation at the Carpenter/Lemay intersection will require flaggers to control the east -west traffic movements. PASueet Oveisizing\South Lemay Avenue Widening Project 2006\Bid DocsTonstruction Specs\General Reqs General Reqs. - 19 South Lemay Widening Project (2006) Project Date: April 10, 2006 Pedestrian Access — Pedestrian traffic shall be maintained along the West side of Lemay Avenue at all times, utilizing temporary sidewalks when necessary. All other pedestrian traffic will be closed and pedestrians will be re-routed per plan. Bike Lanes — Bike lanes must be maintained on the West side of Lemay Avenue. All bicyclists will be required to merge with the pedestrians. Specialty signs must designate the temporary re-route. Residential Access — Access to all residential drives must be maintained at all times. The Contractor will be responsible for constructing, maintaining and delineating a temporary all-weather access road and coordinating with adjacent property owners and the City of Fort Collins representatives. Any modifications to the traffic control plan must be approved by the City's Traffic Control Coordinator and the Engineer. E. Vehicle, bike and pedestrian access to all side streets and private drives shall be maintained at all times. The Contractor will develop an access control plan in coordination with adjacent property owners, and submit it in conjunction with the traffic control plan to the Engineer for approval prior to the start of any Work. Pedestrian and bicycle traffic shall be maintained along the West side of Lemay at all times, utilizing temporary sidewalks when necessary. F. The Contractor must work with the adjacent residents to provide and maintain sufficient access for them during the duration of the project. It will be the Contractors responsibility to coordinate and communicate with the residents during construction. G. The Contractor must maintain, at their cost, access to the Lemay Estates construction site during their business hours. It will be the Contractors responsibility to coordinate and communicate with the businesses during construction. H. The Contractor shall keep traffic areas free of excavated material, construction equipment, pipe, and other materials and equipment. I. The Contractor shall keep fire hydrants and utility control valves free from obstruction and available for use at all times. J. The Contractor shall provide and maintain, at their cost, temporary driveway approaches on driveways open to traffic at all times to insure that the approaches are smooth, compacted, and will not prohibit or inhibit the use of the driveway. The driveway approaches must be maintained seven days a week. In the case of bad weather the Contractor must repair the driveways immediately following the storm and must work to maintain access during the storm. 1.2 WORK AREA SAFETY A. The Contractor shall maintain a safe work area and protect area residents, motorists, bicyclists, pedestrians, and children from work area hazards. B. The Contractor shall provide all work area safety control devices, such as barricades and safety fence around all excavations and drop-offs. C. Work area safety control devices will not be paid for separately. Cost for this equipment should be included in the lump sum cost for the work items which will require work area safety control devices. P:\Street Oversizing\South Lemay Avenue Widening Project 2006\Bid DocsWonstruction Specs\General Reqs General Reqs. - 20 South Lemay Widening Project (2006) Project 1.3 PARKING Date: April 10, 2006 A. Provide suitable parking areas for the use of all construction workers and others performing work or furnishing services in connection with the Project so as to avoid interference with public traffic, Owner's operations, or construction activities. I MIL ZIT'IMBrO11IM CMI P:\Street Oversizing\South Lemay Avenue Widening Project 2006\Bid Docs\Construction Specs\General Reqs General Reqs. - 21 13.3. Oral, telephonic, telegraphic, or facsimile Bids are invalid and will not receive consideration. 13.4. No Bidder may submit more than one Bid. Multiple Bids under different names will not be accepted from one firm or association. 14.0 MODIFICATION AND WITHDRAWAL OF BIDS. 14.1. Bids may be modified or withdrawn by an appropriate document duly executed (in a manner that a Bid must be executed) and delivered to the place where Bids are to be submitted at any time prior to the opening of Bids. 14.2. Bids may also be modified or withdrawn in person by the Bidder or an authorized representative provided he can prove his identity and authority at any time prior to the opening of Bids. 14.3. Withdrawn Bids may be resubmitted up to the time designated for the receipt of Bids provided that they are then fully in conformance with these Instructions to Bidders. 15.0 OPENINGS OF BIDS. Bids will be opened and (unless obviously non -responsive) read aloud publicly as indicated in the Invitation to Bid. An abstract of the amounts of the Base Bids and major alternates (if any) will be made available after the opening of Bids. 16.0 BIDS TO REMAIN OPEN SUBJECT TO ACCEPTANCE. All Bids shall remain open for forty-five (45) days after the day of the Bid Opening, but OWNER may, in his sole discretion, release any Bid and return the Bid Security prior to that date. 17.0 AWARD OF CONTRACT. 17.1. OWNER reserves the right to reject any and all Bids, to waive any and all informalities not involving price, time or changes in the Work, to negotiate contract terms with the Successful Bidder, and the right to disregard all nonconforming, nonresponsive, unbalanced or conditional Bids. Also, OWNER reserves the right to reject the Bid of any Bidder if OWNER believes that it would not be in the best interest of the Project to make an award to that Bidder, whether because the Bid is not responsive or the Bidder is unqualified or of doubtful financial ability or fails to meet any other pertinent standard or criteria established by OWNER. Discrepancies between the indicated sum of any column of figures and the correct sum thereof will be resolved in favor of the correct sum. 17.2. In evaluating Bids, OWNER will consider the qualifications of the Bidders, whether or not the Bids comply with the prescribed requirements, and such alternates, unit prices and other data, as may be requested in 12/03 Section 00100 Page 6 South Lemay Widening Project (2006) Project Date: April 10, 2006 SECTION 01700 CONTRACT CLOSEOUT 1.1 SUBSTANTIAL COMPLETION A. Substantial Completion for the South Lemay Avenue Widening Project (2006) shall be defined as the following: 1. All work requiring lane or shoulder closures or other traffic obstructions is complete. 2. Traffic is following the lane arrangements shown on the plans for finished roadway. 3. All pavement construction, joint sealing, and shoulder embankment is complete. 4. Traffic control devices and pavement markings are in their final positions. 5. All pedestrian sidewalks and decorative crosswalks within right-of-way are complete. 6. All medians are constructed with irrigation in place. B. Substantial Completion must be met by October 1, 2006. This information is outlined in Section 00520 - Agreement. 1.2 FINAL COMPLETION A. Final Completion shall be defined as the following: 1. Once substantial completion has been met, the Contractor will be allowed 10 working days to reach final completion. 2. This will include the completion of all Work including cleanup, Project Record Documents shall be turned over to the Owner, all punch list items completed, and all processing of all change orders. The Work must be ready for final payment and acceptance. B. Final Completion will be subject to the terms outlined in Section 00520 - Agreement. END OF SECTION P:\Street Ovemizing\South Lemay Avenue Widening Project 2006\Bid Docs\Construction Specs\General Reqs General Reqs. - 22 South Lemay Widening Project (2006) Project SECTION 01711 SITE CLEANUP 1.1 GENERAL A. Execute cleanup, during progress of the Work, and at completion of the Work. B. Adequate cleanup will be a condition for recommendation of progress payments. 1.2 DESCRIPTION A. Store volatile wastes in covered metal containers and dispose off site. Date: April 10, 2006 B. Provide on -site covered containers for the collection of waste materials, debris and rubbish. C. Neatly store construction materials, such as concrete forms, when not in use. D. Broom clean adjacent paved surfaces and rake other adjacent surfaces. E. The streets adjacent to the construction area shall be cleaned of debris generated by the proiect by the Contractor at the earliest opportunity, but in no case shall the street be left unclean after the completion of the dav's work. It shall be the Contractor's responsibility to provide the necessary equipment and materials to satisfactorily clean the roadway at no additional cost to the proiect. The City's Street Department will sweep the street at an approximate hourly rate of $90.00 for a minimum of 2 hours. The Contractor must sign a Contract with the City Street Department prior to requesting street sweeping. Construction "DRAG OUT" will not be tolerated. The Contractor must have the means to sweep, wash and scrape the roadway clear of any materials drug out by construction traffic on -site. The Contractor will monitor his construction traffic and clean as necessary or as directed by the on -site Project Engineer. If the streets are not cleaned by the Contractor within 24 hours after having been given notice from the Project Engineer, the Project Engineer will have the Streets Department sweep the streets at the rates listed above and will back charge the Contractor for expenses incurred. 1.3 DISPOSAL A. Wastes shall not be buried or burned on the site or disposed of into storm drains, sanitary sewers, streams or waterways. B. Remove waste materials, clearing materials, demolition materials, unsuitable excavated materials, debris and rubbish from the site at least weekly and dispose of at disposal areas furnished by Contractor away from the site. END OF SECTION P:\Street Oversizing\South Lemay Avenue Widening Project 2006\13id DocsTonstruction Specs\General Reqs General Reqs. - 23 South Lemay Widening Project (2006) Project SECTION 01720 PROJECT RECORD DOCUMENTS 1.1 GENERAL A. Maintain at the site one record copy of: 1. Documents and samples called for in General Conditions 6.19. 2. Field Test Records. 3. Certificates of compliance. 1.2 MAINTENANCE OF DOCUMENTS AND SAMPLES Date: April 10, 2006 A. File documents and samples in accordance with the specifications section numbers. B. Maintain documents and samples in a clean, dry, legible condition and in good order. Do not use record documents for construction purposes. 1.3 RECORDING A. Label each document "PROJECT RECORD" in neat large printed letters. B. Record information concurrently with construction progress. 1. Do not cover Work until required information is recorded. C. Marking of Project Records. 1. Legible and with a dark pen or pencil. 2. Ink shall not be water based or subject to easy smearing. D. Mark Drawings to record actual construction. I. Field dimensions, elevations, and details. 2. Changes made by a Modification. 3. Details not on original Drawings. .4. Horizontal and vertical locations of underground utilities and appurtenances referenced to a minimum of three permanent surface improvements. 5. Depths of various elements in relation to project datum. 6. Location of utilities and appurtenances concealed in the construction, referenced to visible and accessible features of the structure. 1.4 SUBMISSION A. Accompany submittal with transmittal letter in duplicate containing: 1. Date. 2. Project title and number. 3. Contractor's names, address, and telephone number. 4. Index containing title and number of each Record Document. 5. Signature of Contractor or his authorized representative. END OF SECTION P:\Street Oversizing\South Lemay Avenue Widening Project 2006\Bid DocsTonsuvction Specs\General Reqs General Reqs. - 24 South Lemay Avenue Widening Project (2006) Date: May 10, 2006 ZIEGLER ROAD AND KECHTER ROAD ROUNDABOUT PROJECT The Colorado Division of Highways "Standard Specifications for Road and Bridge Construction" (2005), except as revised herein, is hereby adopted as a minimum standard of compliance for this project. The City of Fort Collins Storm Drainage Construction Standards, City of Fort Collins Water Utilities Standard Construction Specifications, Latimer County Urban Area Street Standards, the Fort Collins — Loveland Water District and South Fort Collins Sanitation District Standards, and City of Fort Collins Work Area Traffic Control Handbook, shall also serve as minimum standards of compliance for this project. They are not included in the contract documents, but may be obtained at the appropriate City Departments. It shall be the Contractor's responsibility to purchase and familiarize themselves with all of the City Department Specifications. These project specifications, City Department specifications, and CDOT standard specifications are considered minimum standards for compliance on this project. In those instances where the CDOT Standard Specifications conflict with the City specifications listed above, the City specifications shall govern. In those instances where the CDOT Standard Specifications conflict with any of the provisions of the preceding Sections 00001 through 01750, General Requirements, the preceding sections shall govern. PROJECT CONSTRUCTION SPECIFICATIONS INDEX OF REVISIONS SECTION PAGE 202 REMOVALS..............................................................................................................Technical Specs 2-4 203 EXCAVATION AND EMBANKMENT................................................................... Technical Specs 5-7 208 EROSION CONTROL.............................................................................................. Technical Specs 8 210 RESET STRUCTURES............................................................................................. Technical Specs 9-10 304 AGGREGATE BASE COURSE................................................................................ Technical Specs 11 306 RECONDITIONING.................................................................................................. Technical Specs 12 307 FLY ASH SUBGRADE STABILIZATION.............................................................. Technical Specs 13 - 16 401 PLANT MIX PAVEMENTS - GENERAL................................................................ Technical Specs 17 - 22 403 HOT BITUMINOUS PAVEMENT........................................................................... Technical Specs 23 — 26 420 GEOSYNTHETICS................................................................................................... Technical Specs 27 - 28 506 RIPRAP..................................................................................................................... Technical Specs 29 - 30 603 CULVERTS AND SEWERS.................................................................................... Technical Specs 31 604 MANHOLES, INLETS AND METER VAULTS ...................................................... Technical Specs 32 607 FENCES.................................................................................................................... Technical Specs 33 608 SIDEWALKS AND DECORATIVE CROSSWALKS ............................................. Technical Specs 34 — 35 609 CURB AND GUTTER............................................................................................... Technical Specs 36 619 WATER LINES........................................................................................................ Technical Specs 37 630 TRAFFIC CONTROL DEVICES (Contractor Supplied) ........................................ Technical Specs 38 - 41 P:\Street Oversizing\South Lemay Avenue Widening Project 2006\Bid Docs\Construction Specs\Technical Specs Technical Specs - 1 South Lemay Avenue Widening Project (2006) REVISION OF SECTION 202 REMOVALS Section 202 of the Standard Specifications is hereby revised for this project as follows: Date: May 10, 2006 Subsection 202.01 is revised to include the followine: The Contractor shall remove and dispose of all concrete sidewalk, curb and gutter, crosspans, driveways, inlets, irrigation structures, pipe, structures, asphalt, fence, trees, retaining walls and any other obstructions that are designated for removal by the Engineer. All such removals will be measured in the field, and quantities agreed to by the Contractor and the Engineer. Subsection 202.02 is revised to include the followina: Remove Pipe (RCP, CMP, PVC) - The Contractor shall remove all (clay tile, concrete, PVC, ductile, corrugated metal, steel) pipes according to the construction drawings or as directed by the Engineer. All trenches will be backfilled to City of Fort Collins specifications to 95% compaction. All areas must be graded according to Engineers direction and all pipe removed is to be the property of the Contractor except in the residential drive approaches. The pipes that cross the Emerson Acres Lots will become the property of the adjacent property owners. AH property owners must be eiven 24 hours notice prior to any work If the property owners are not interested in keeping the pipe, the pipe then becomes the property of the Contractor. In the instance that the property owner retains the pipes, the Contractor will be asked to place the pipe at the right-of-way boundary for the property owner to retrieve. All drive approaches must be re -compacted and temporary surface placed for access. The driveway materials will be paid for under the Borrow ABC line item. All other labor, materials and equipment used to remove the pipe and re -compact the excavated areas. Remove Existing FES (30" and 42" RCP) - The Contractor shall remove the flared end sections and have the City representative determine if they can be re -used. If the flared end sections are in determined to be in good conditions, then the Contractor will be responsible for storing and placing this item. If the flared end sections have been determined to be unacceptable, then it becomes the property of the Contractor. All labor, equipment, and materials necessary to perform this work, will be paid for under this item. Remove Landscape Timbers and Concrete Block in Driveway (Lot 1 Emerson Acres) — The property owner will be given the option to keep the materials. If the owner is not interested in salvaging the railroad ties and concrete blocks, then the materials become the property of the Contractor. In the case that the owner is interested in retaining the landscaping materials, then the Contractor will be asked to place all materials along the right-of-way boundary. Remove Concrete Irrigation Manholes — The Contractor must expose the 12" ADS pipe on the manhole located on the west side of Lemay Avenue and cut the pipe to protect the existing pipe. The end of the pipe will be plugged with concrete, the manhole removed and the area compacted to 95%. The manhole on the east side of Lemay Avenue will need to be removed and the area compacted to 95%. All labor, materials, equipment, disposal cost and cost to plug the existing pipe must be included in this unit price. Remove Concrete Ditch — Contractor will be required to remove and dispose of all materials. The unit price must include all equipment, labor and materials necessary to complete this work. Rotomill Asphalt Pavement (Carpenter Road — 2" Depth) — This work will be done under traffic. The Contractor must submit a traffic control plan to the City of Fort Collins Traffic Operations department for review, 2 weeks prior to work commencing. The Contractor must provide: pick-up broom, labor, small front end loader (skip tractor), superintendent, and TCS. Prior to the rotomill operations, the Contractor will be required to spot check elevations with a string line or transit. The material will be the property of the Owner and will be hauled to a designated area on site. This item will be paid for by the square yard (SY). Remove Existing Rip -Rap — The Contractor will remove and stockpile the existing rip -rap. Once the proposed storm pipes have been installed, the Contractor will use this rip -rap per drainage plan. Any excess rip -rap will be the property of the Owner. The Contractor will be required to haul the excess to Drake and Ziegler Road within the designated P:\Street Oversizing\South Lemay Avenue Widening Project 2006\Bid Docs\Construction Specs\Technical Specs Technical Specs - 2 South Lemay Avenue Widening Project (2006) Date: May 10, 2006 project limits. The Contractor Shall remove and dispose of all concrete sidewalk, curb and gutter, cross pans, driveways, inlets, irrigation structures, pipe, structures, asphalt, fence, trees, retaining walls and any other obstructions that are designated for removal by the Engineer. All such removals will be measured in the field and quantities agreed to by the Contractor and the Engineer. Prior to removal, concrete and/or asphalt shall be saw cut full depth to a clean and straight vertical line. Pieces of concrete which, due to the Contractor's operations, crack or break beyond the limits of construction shall be saw -cut, or removed to the nearest joint, and removed and replaced at the Contractor's expense. The limit of the repair will be determined by the Engineer. The initial saw cutting to remove existing concrete and/or asphalt shall be considered incidental to the work and shall not be paid for separately under this item. Removal of concrete, asphalt and/or obstructions as described in section 202.01 beyond the limits designated b y the Engineer will be the responsibility of the Contractor and will not be paid for under this section. Disposal Site - Materials designated for removal shall become property of the Contractor, unless noted in the specifications or specified by the Engineer to be salvaged or stockpiled. It shall be the Contractor's responsibility to obtain disposal sites for all unusable material, which is removed. Subsection 202.12 is revised to include the following: The Contractor and the Engineer shall field measure and agree upon the quantity to be removed before the work commences. Should the Contractor fail to request the Engineer to measure any work, the Contractor shall not be compensated for materials that were not measured by the Engineer. Payment will be made under: Pay Item and Pa Unit The pay unit is denoted by (). 202-01 Remove Pipe (RCP, CMP, PVC)—(LF) 202-02 Remove Existing FES (30" & 42" RCP) — (EA) 202-03 Remove Landscape Timbers and Concrete Block in Driveway (Lot 1 of Emerson Acres Subdivision) — (LS) 202-04 Remove Concrete Irrigation Manholes — (EA) 202-05 Remove Concrete Splitter Box — (EA) 202-06 Remove Existing Irrigation Brick Vault 6' x 6' x 12' — (LS) 202-07 Remove Concrete Ditch — (LF) 202-08 Remove Curb and Gutter — (LF) 202-09 Remove Concrete Sidewalk — (SF) 202-10 Saw Cut Asphalt — (LF) 202-11 Rotomill Asphalt Pavement (Carpenter Road — 2" Depth) — (SY) 202-12 Pulverize Asphalt in Place (5" — 10" Depth) — (SY) 202-13 Remove Existing Rip -Rap —(SY) 202-14 Transport Existing Rip -Rap to Drake and Ziegler — (CY) 202-15 Remove & Replace Existing Barricade (Type Ill) —(EA) 202-16 Remove Tree Stump (Grinding) — (EA) P:\Street Oversizing\South Lemay Avenue Widening Project 2006\Bid Docs\Construction Specs\Technical Specs Technical Specs - 3 South Lemay Avenue Widening Project(2006) Date: May 10,2006 202-17 Remove Fence (Various Types) —(LF) 202-18 Remove and Provide Temporary Mailbox — (EA) 202-19 Cap Irrigation Sprinklers — (EA) The above prices and payments shall include full compensation for furnishing all labor, materials, tools, equipment and incidentals and for doing all work involved in removals and rotomilling, including excavation, backfill, haul and disposal, as specified in these specifications, and as directed by the Engineer. All saw cutting involved in removing the necessary items in order to complete the Work shall be considered incidental to the Work and will not be paid for separately. END OF SECTION P:\Street Oversizing\South Lemay Avenue Widening Project 2006\Bid Docs\Construction Specs\Technical Specs Technical Specs - 4 South Lemay Avenue Widening Project (2006) Date: May 10, 2006 REVISION OF SECTION 203 EXCAVATION AND EMBANKMENT Section 203 of the Standard Specifications is hereby revised as follows: Subsection 203.01 is revised to include the following: Unclassified Excavation (Including 8" of Existing Road) - This shall consist of excavation of all materials on the site to final grades, excluding the bid items listed in Section 202. Excavation of unsuitable material will only be paid for if it is found to be unsuitable in its original state. This item shall be measured from the plans and cross sections, and will be paid for by the cubic yard. This item shall be paid according to plan quantity. Embankment (Complete in Place) - All excavated material, except the material being hauled and disposed, shall be placed as embankment and compacted, to final grades, as specified in Section 203.07. The use of scrapers will not be permitted to compact the material. A disk with 4 wheel drive tractor 815 CAT or equal will be required to do this work. The embankment quantity was not adjusted to allow for shrinkage during compaction. This item will be measured from the plans and cross sections and will be paid for by the cubic yard. This item will be paid according to plan quantity. Stockpile and Place Pulverized Asphalt —This item shall include the costs associated in transportingthe material to the designated stockpile site, stockpiling, placing 3" to 4" of recycled asphalt to the roadway subgrade. Clear and Grub — This item shall include the removal of any tree stumps, shrubs, or other protruding objects prior to stripping the top 6". Borrow - ABC (Class 5 or 6) - (Complete in Place) - This shall include supplying, placing, and compacting aggregate base course as directed by the Engineer. This item will be measured in the field and paid for by the ton. This item will not be paid for as Embankment. Borrow material will only be used for fill if there is a shortage of suitable material onsite and/or as directed by the Engineer and may be used under sidewalks. Muck Excavation (Complete in Place) - This shall include excavation of unsuitable material, supplying and placing Class 1 or 2 Structural Backfill, Pit Run or an approved fill, re -compacting material to finish grade, and haul and disposal of unsuitable material. NOTE. Muck -excavation of material from rain or weather damage or dewatering pump failure will not bepaid for and is entirely the Contractor's responsibility. This item shall be measured in the field, and will be paid for by the cubic yard. Topsoil - (Stripping, Stockpiling, Placing) 6" Depth —All areas that have suitable topsoil material shall be stripped to a depth of 6 inches. This material shall be stockpiled and placed after the final grades have been established. This item shall include stripping existing vegetation, temporarily stockpiling, loading, hauling, and placing topsoil material for back of walk and curb areas, and other designated areas. This item shall be paid according to plan quantity. Temporary Access— All Weather Road (2000' x 12') — The Contractor will be required to construct a 2000 foot long, 12 foot wide, 4" deep temporary all weather access roadway for the residents in Emerson Acres on the east side of Lemay Avenue. The roadway must be maintained throughout the duration of the project. In the event of bad weather, the Contractor will be required to blade the roadway as necessary to ensure emergency vehicle access in and out. The costs associated in constructing and maintaining this access road must be included in the unit price. Median Splashblock/Hardscape Shaping (Complete in Place) — The areas in the medians beneath the exposed aggregate concrete shall be backfilled with suitable onsite material approved by the Engineer. These areas shall be backfilled in lifts not to exceed six inches (6") and compacted with a plate compactor or as directed by the Engineer. This item will not be paid for as Embankment. This item will be measured in the field and will be paid for by the square foot. Potholing — The Contractor shall be responsible for locating electrical, gas, fiber optic, cable, telephone, traffic signal conduit and other existing utility lines and shall be performed every 100 lineal feet or as deemed necessary by the Contractor. All related work, including excavation, backfilling, shoring, labor and number of hours wi 11 not be measured and paid for separately, but shall be included in the work. Repair of damaged existing utility lines caused by the Contractor will be at the Contractor's expense. Potholing will be paid as a lump sum item. P:\Street Oversizing\South Lemay Avenue Widening Project 2006\Bid Docs\Construction Specs\Technical Specs Technical Specs - 5 South Lemay Avenue Widening Project (2006) Date: May 10, 2006 Flowfill Section Over Shallow Utilities — This work shall consist of the removal of soil above an existing utility, after subgrade elevation has been achieved, one foot (F) deep and three feet (3') wide. This excavated area that can not be treated with flyash, will be filled with flowable fill to the top of subgade to protect the existing utility. All related work, material and equipment will not be measured and paid for separately, but shall be included in the work. This work shall be measured and paid for by the linear foot. Import Screened Topsoil (3" )— Parkway Areas —This shall include supplying, hauling, placing, and grading screened topsoil between the new curb and gutter and sidewalk, and/or as directed by the Engineer of this project. This material shall be placed and graded on the surface for the future seeding and landscaping (by others). This item will be measured in the field and paid for by the cubic yard. This item will not be paid for as Embankment. These items will not be paid separately under items in section 202, 210, 603, or 604. Embankment and sub -grade material shall be compacted to 95% of maximum density at +/- 2% optimum moisture. Maximum density shall be determined by ASTM D 698. This will apply under the roadway, curb and gutter, sidewalk, and driveways. Topsoil shall be compacted to 85% of maximum density at/or near optimum moisture. Excavation and Embankment will only be paid when a significant change in grade is required, as determined by the Engineer. Minor cuts and fills shall be considered incidental to the work, and shall not be paid separately under this section. If unsuitable sub -grade is encountered and the Engineer directs the Contractor to over excavate the material, the Contractor shall use Aggregate Base Courses (Class 5 or 6), Class 1 or 2 Structural Backfill, Pit Run or an approved fill to backfill the over excavated area if there is not any acceptable material onsite. This Work will not be paid for separately but will be paid under the Muck Excavation item. The proposed material shall meet the following minimum requirements: LL Maximum: 30 PI Maximum: 6 "R" Value Minimum: 78 The minimum strength coefficient of the Aggregate Base Coarse shall be 0.1 1. After specified compaction has been obtained, the sub -grade under the curb, gutter, sidewalk, and pavement shall be proof -rolled with a heavily loaded rubber tired roller, fully loaded water truck, or approved equal. Those areas which produce a rut depth of over one-half (1/2) inch or which crack the sub -grade after pumping and rebounding shall be ripped, scarified, wetted or dried if necessary, and re -compacted to the requirements for density and moisture at the Contractor's expense. Where unsuitable material is encountered, the Engineer may require the Contractor to remove the unsuitable materials and backfill to the finished grade with approved material. The completed sub -grade shall be proof -rolled again after placement of approved material. This will be paid for at the contract unit price for Muck Excavation. The Contractor shall refer to the plans for re -grading information. This work shall include all excavation, embankment, and grading required to prepare these sites for landscaping. Subsection 203.04 is revised to include the following: The excavations and embankments shall be finished to smooth and uniform surfaces conforming to the typical sections specified. Variation from the sub -grade plan elevations specified shall not be more than 0.08 feet. Subsection 203.13 is revised to include the following: Payment will be made under: Pay Item and Pay Unit The pay unit is denoted by O. P:\Street Oversizing\South Lemay Avenue Widening Project 2006\13id Docs\Construction Specs\Technical Specs Technical Specs - 6 South Lemay Avenue Widening Project(2006) 203-01 Unclassified Excavation (Including the 8" of Existing Roadway) — (CY) 203-02 Embankment — (CIP) — (CY) 203-03 Stockpile and Place Pulverized Asphalt — (CY) 203-04 Clear and Grub — (LS) 203-05 Borrow ABC (Cl 5 or 6) — (CIP) — (TON) 203-06 Muck Excavation — (CIP) — (CY) 203-07 Topsoil —(Stripping & Stockpiling) — 6" Depth — (CY) 203-08 Temporary Access — All weather Road (2000' x 12') — (TON) 203-09 Median Splashblock/Hardscape Shaping - CIP — (SF) 203-10 Potholing — (LS) 203-1 l Ftowfill Section Over Shallow Utilities — (LF) 203-12 Import Screened Topsoil (3") in Parkway Areas — (CY) Date: May 10, 2006 The above prices and payments shall include full compensation for furnishing all labor, materials, tools, equipment, and incidentals and for doing all work involved in Unclassified Excavation, Embankment, Haul & Dispose, Topsoil (stripping, stockpiling, placing), Muck Excavation, Borrow ABC and Median Hardscape Shaping, including without limitation, haul, stockpiling, placing of material, watering or drying soil, compaction, proof rolling, finish grading, and disposal of unusable materials, as shown on the plans and as specified in these specifications, and as directed by the Engineer. END OF SECTION P:\Street Oversizing\South Lemay Avenue Widening Project 2006\Bid Docs\Construction Specs\Technical Specs Technical Specs - 7 the Bid Form or prior to the Notice of Award. 17.3. OWNER may consider the qualification and experience of Subcontractors, Suppliers, and other persons and organizations proposed for those portions of the Work as to which the identity of Subcontractors, Suppliers, and other persons and organizations is submitted as requested by OWNER. OWNER also may consider the operating costs, maintenance requirements, performance data and guarantees of major items of materials and equipment proposed for incorporation in the Work when such data is required to be submitted prior to the Notice of Award. 17.4. OWNER may conduct such investigations as OWNER deems necessary to assist in the evaluation of any Bid and to establish the responsibility, qualifications and financial ability of the Bidder's proposed Subcontractors, Suppliers and other persons and organizations to do the Work in accordance with the Contract Documents to OWNER's satisfaction within the prescribed time. 17.5. If the Contract is to be awarded, it will be awarded to the lowest responsive and responsible Bidder whose evaluation by OWNER indicates to OWNER that the award will be in the best interest of the OWNER. Award shall be made on the evaluated lowest base bid excluding alternates. The basis for award shall be the lowest Bid total for the Schedule or, in the case of more than one schedule, for sum of all schedules. Only one contract will be awarded. 17.6. If the Contract is to be awarded, OWNER will give the Successful Bidder a Notice of Award within forty-five (45) days after the date of the Bid opening. 18.0 CONTRACT SECURITY. The General Conditions and the Supplementary Conditions set forth OWNER's requirements as to performance and other Bonds. When the Successful Bidder delivers the executed Agreement to the OWNER, it shall be accompanied by the required Contract Security. 19.0 SIGNING OF AGREEMENT. When OWNER gives a Notice of Award to the Successful Bidder, it will be accompanied by the required number of unsigned counterparts of the Agreement with all other written Contract Documents attached. Within fifteen (15) days thereafter, CONTRACTOR shall sign and deliver the required number of counterparts of the Agreement and attached documents to OWNER with the required Bonds. Within ten (10) days thereafter, OWNER shall deliver one fully signed counterpart to CONTRACTOR. Each counterpart is to be accompanied by a complete set of the Drawings with appropriate identification. 20.0 TAXES. 12/03 Section 00100 Page 7 South Lemay Avenue Widening Project (2006) REVISION OF SECTION 208 EROSION CONTROL Section 208 of the Standard Specifications is hereby revised as follows: Subsection 208.05 is revised to include the following: Date: May 10, 2006 All Erosion Control Devices, Materials, and Techniques required to prevent damage to the storm water facilities as outlined in the City of Fort Collins Standards will be considered incidental to the work, and shall be included in the price. No measurement for payment shall be made for maintenance of Erosion Control devices. This item will be paid for as a lump sum price to the Contractor. Subsection 208.07 is revised to include the following: The accepted quantities will be paid for at the contract unit price. Payment will be made under: Pay Item and Pay Unit The pay unit is denoted by (). 208-01 Erosion Control — (LS) The above prices and payments shall include full compensation for furnishing all labor, materials, tools, equipment, and incidentals and for doing all work involved in installing and maintaining erosion control, complete -in -place, as specified in these specifications, and as directed by the Engineer. END OF SECTION P:\Street Oversizing\South Lemay Avenue Widening Project 2006\Bid Docs\Construction Specs\Technical Specs Technical Specs - 8 South Lemay Avenue Widening Project (2006) REVISION OF SECTION 210 RESET STRUCTURES Section 210 of the Standard Specifications is hereby revised as follows: Subsection 210.10 is revised to include the following: Date: May 10, 2006 Work contained in this Subsection shall meet the requirements of the current City of Fort Collins and Fort Collins - Loveland Water District Utilities Standard Construction Specifications or other applicable water utility agency standard construction specifications. Copies of the specifications can be obtained at The Fort Collins Loveland Water District at 5150 Snead Dr, Fort Collins Colorado. The Contractor shall cooperate and coordinate with the City Water Utilities Department, Fort Collins -Loveland Water District and South Fort Collins Sanitation District or other applicable water utility when shutting off water to minimize downtime to customers. The Contractor shall also coordinate work involving the relocation of fire hydrants, water meters, curb stops, and water valves, and lowering water and sewer service lines, and water lines. The Contractor shall supply all materials required to complete the work that is not supplied by the City or other applicable water utility, and these materials shall be included in the costs of each item. This shall include, but not be limited to; new copper line and fittings, new stop boxes, meter pits, excavation, backfill and compaction. New copper fittings, stop boxes, and meter pits will be required at each location. All structures located in bituminous pavements to be surfaced shall be adjusted prior to, or during paving operations. All structures located within a concrete pavement shall be adjusted prior to pouring the concrete pavement section. The Contractor shall perform all work needed to ensure that said structures can be readily adjusted and shall have all necessary materials on hand prior to commencing the work. The adjustments shall be made as noted below. All structures shall be adjusted to be (+/-) %" below the pavement surface. The Contractor shall be responsible for immediately cleaning out all construction materials that may fall into manholes, valve boxes, or other structures during the construction process. In the event that a structure was not properly adjusted (i.e. too high or too low) or the structure was covered and not adjusted after the paving operation, written notice will be given by the Engineer to the Contractor requiring the Contractor to make the necessary adjustments within 5 working days. In the event that the structure is not adjusted within said time frame; the Engineer shall have the right to engage a third party to complete the work, and to withhold the cost of such work from payments due the Contractor. If a structure is adjusted prior to an overlay operation, the Contractor shall place bituminous base material around the structure as directed by the Engineer to insure that it will not be a hazard to vehicular traffic. This will be paid for under the bid item for Asphalt Patching. Adjust Manhole Ring/Cover — Manholes located within existing asphalt pavement shall be adjusted by removing an area of pavement with a minimum diameter one foot (l') larger than the structure (centered on the structure). This shall be done by cutting vertical edges, adjusting the manhole by grouting concrete rings and/or utilizing metal shims to raise the structure to the proper grade, then spreading and mechanically compacting bituminous material of the same grade and quality as the adjacent pavement. NOTE: All manholes shall he raised through the ton lift When the manhole adjustment is complete, the slope of the top surface of the manhole cover shall match the slope of the pavement in both the longitudinal and traverse directions. Any manhole cover which is unstable or noisy under traffic shall be replaced. This item will be paid under Adjust Manhole Ring/Cover — (EA). Modify Manhole - Manholes located within existing asphalt pavement or sub -grade shall be adjusted by removing an area of pavement or sub -grade with a minimum diameter two foot (2') larger than the structure (centered on the structure). All OSHA shoring is the responsibility of the Contractor. This shall be done by cutting vertical edges in the pavement, if required, and excavating below the ground surface to the required barrel seam needed to start the adjustment. The cone section shall be removed and additional sections added or removed to obtain the plan finished P:\Street Oversizing\South Lemay Avenue Widening Project 2006\Bid Docs\Construction Specs\Technical Specs Technical Specs - 9 South Lemay Avenue Widening Project (2006) Date: May 10, 2006 elevation. All manhole sections shall be cleaned and an approved gasket material applied prior to reassembly. This work shall be done in accordance with the City of Fort Collins Standard Construction Specification and/or the South Fort Collins Sanitation District Specifications for Sewer Mains. The excavation shall be backfilled with on -site material and shall be mechanically compacted or Flowable Fill used if directed by the Engineer. This item will be paid under Modify Manhole — (EA). Flowable Fill will be paid under Section 608. Adjust Valve Box— Valve boxes located within asphalt pavement shall be adjusted by removing the existing pavement around the valve box, adjusting the valve by turning it to the proper grade, trimming the existing asphalt by cutting vertical edges, then spreading and mechanically compacting bituminous material of the same grade and quality as the adjacent pavement. If a valve box cannot be turned up, or can be turned up, but not sufficiently to achieve the proper grade or if the top section of the valve box is in poor condition, the Contractor shall excavate around the top section of the valve box and remove and replace the top section with a longer section supplied by the Contractor. The excavation shall then be back filled with Non -Shrink flowfill to the top of sub -grade, and then, material of the same grade and quality as the adjacent pavement shall be placed. The Contractor shall exercise reasonable care while attempting to adjust the valve boxes. If, in the opinion of the Engineer, the Contractor is negligent and breaks the valve box, the valve box shall be replaced at the Contractor's expense. This item will be paid under Adjust Valve Box — (EA). Subsection 210.13 is revised to include the following: Payment will be made under: Pay Item and Pay Unit The pay unit is denoted by ( ). 210-01 Adjust Manhole Ring/Cover—(EA) 210-02 Modify Manhole — (EA) 210-03 Adjust Valve Box (FCLWD) — (EA) 210-04 Abandon Water Service — (EA) 210-05 R&R Existing Water Meter Pit to new ROW Location — (EA) 210-06 Reset Mailbox United States Postal Standards — (EA) 210-07 Relocate Gate to ROW — (LS) The above prices and payments shall include full compensation for furnishing all labor, materials, tools, equipment, and incidentals, and for doing all the Work involved in adjusting structures, complete -in -place, including non -shrink backfill, concrete, metal shims, bituminous materials, haul and disposal, excavation, bedding material, backfill, and compaction as shown on the plans, as specified in these specifications, and as directed by the Engineer. END OF SECTION P:\Street Oversizing\South Lemay Avenue Widening Project 2006\Bid Docs\Construction SpecsUechnical Specs Technical Specs - 10 South Lemay Avenue Widening Project (2006) REVISION OF SECTION 304 AGGREGATE BASE COURSE Section 304 of the Standard Specifications is revised as follows: Date: May 10, 2006 Subsection 304.01 is revised to include the following: This work shall consist of placing 6" of Aggregate Base Course (Class 5 or 6) over previously prepared pavement sub - grade approved by the Engineer. Aggregate Base Course will be used under the asphalt pavement section and shall meet the requirements of Subsection 703.03. The proposed material shall meet the following minimum requirements: LL Maximum: 30 PI Maximum: 6 "R" Value Minimum: 78 The minimum strength coefficient of the Class 5 or 6 Aggregate Base Course shall be 0.11 Subsection 304.06 is revised to include the following: Aggregate Base Course shall be compacted to at least 95% of maximum density at or near optimum moisture as determined by ASTM D698. Subsection 304.07 is revised to include the following: Aggregate Base Course will be measured by the ton at proper moisture. Quantity will be adjusted accordingly if the moisture content is too high. Haul and water necessary to bring mixture to optimum moisture will not be measured or paid for separately, but shall be included in the price for Aggregate Base Course. Load tickets shall be consecutively numbered for each day. Soil sterilization shall be applied under all new asphalt Ravine and shall be considered incidental to the work. Sterilization shall not be paid for separately under this item. Subsection 304.08 is revised to include the following: The accepted quantities of Aggregate Base Course will be paid for at the contract unit price per ton. Payment will be made under: Pay Item and Pay Unit The pay unit is denoted by (). 304-01 Aggregate Base Course — (Class 5 or 6) - 6" Depth — (CIP) — (TON) 304-02 Aggregate Base Course Patch Placement —(Class 5 or 6) — 6" Depth — (CIP) — (TON) 304-03 Gravel Shoulder— Class 5 or 6 Aggregate Base (4" Depth) —(TON) The above prices and payments shall include full compensation for furnishing all labor, materials, tools, equipment and incidentals and for doing all work involved in Aggregate Base Course including haul, sterilization, and water. The work will be complete -in -place, as shown on the plans, as specified in these specifications, and as directed by the Engineer. END OF SECTION P:\Street Oversizing\South Lemay Avenue Widening Project 2006\Bid Docs\Construction Specs\Technical Specs Technical Specs - 11 South Lemay Avenue Widening Project (2006) REVISION OF SECTION 306 RECONDITIONING Section 306 of the Standard Specifications is hereby revised for this project as follows: Subsection 306.02 is revised to include the following: Date: May 10, 2006 The top 8" of the sub -grade including fill areas (curb, gutter and sidewalk areas) shall be reconditioned by scarifying and re -compacting. The sub -grade shall be thoroughly mixed and dried or moistened to full depth and compacted as specified in Section 203.07. The reconditioned surface shall not vary above or below the lines and grades as staked by more than 0.04 foot under asphalt or concrete pavement or 0.08 foot under aggregate base course. The surface shall be tested prior to application of any base course or pavement. All defective work shall be corrected as directed by the Engineer. The surface shall be protected and maintained until base course or pavement has been placed. If the Contractor chooses to use road base as a fine grading material or a material to mitigate over excavated or rain damaged areas this shall be entirely the Contractor's cost and shall be considered incidental to the Work. The Contractor shall be paid for reconditioning, if reconditioning has been attempted, and muck excavation in the event that unsuitable material is encountered and removed at the direction of the Engineer. It shall be at the Engineer's discretion to determine if the Contractor has made a sufficient effort to control the moisture in the sub -grade material and made a reasonable effort to recondition the sub -grade. Soil sterilization shall be applied under all new asphalt paving and shall be considered incidental to the work. Sterilization shall not be paid for separately under this item. This item (Reconditioning) will not be necessary or paid for in Subsection 306.04 is revised to include the following: The accepted quantities of Reconditioning will be paid for at the contract unit price per square yard. Payment will be made under: Pay Item and Pay Unit The pay unit is denoted by O. 306-01 Reconditioning (8") - (SY) The above prices and payments shall include full compensation for furnishing all labor, materials, tools, equipment, and incidentals and for doing all work involved in Reconditioning, complete -in -place, including compaction, wetting or drying, and finish grading, as shown on the plans, as specified in these specifications, and as directed by the Engineer. END OF SECTION P:\Street Oversizing\South Lemayy Avenue Widening Project 2006\Bid Docs\Construction Specs\Technical Specs Technical Snecs - 12 South Lemay Avenue Widening Project (2006) Date: May 10, 2006 REVISION OF SECTION 307 FLYASH SUBGRADE STABILIZATION Section 307 of the Standard Specifications is revised as follows: This item shall consist of treating the sub -grade, from back of curb to back of curb, adding Class "C" flyash, mixing and compacting of the mixed material to the required depth and density. This item applies to natural ground or embankment and shall be constructed as specified herein and in conformity with the typical sections, lines and grades as shown on the plans or as established by the Engineer. MATERIALS A. Flyash - The flyash shall meet ASTM Specification 618, Section 3.2, when sampled and tested in accordance with Sections 4, 6, and 8 unless otherwise shown on the plans. Flyash shall be Class C designation containing a minimum of 25 percent CaO. B. Water - The water used in the stabilized mixture shall be clean, clear, and free of sewage, vegetable matter, oil, acid, and alkali. Water known to be potable may be used without testing. All other sources shall be tested in accordance with AASHTO T-26 and approved by the Materials Engineer. EQUIPMENT A. The machinery, tools and equipment necessary for proper prosecution of the Work shall be on the project site and approved by the Engineer prior to the beginning of construction operations. All machinery, tools and equipment used shall be maintained in a satisfactory and workmanlike manner. B. Flyash shall be stored and handled in closed weatherproof containers until immediately before distribution on the road. If storage bins are used, they shall be completely enclosed. C. If flyash is furnished in trucks, each truck shall have the weight of flyash certified on public scales or the Contractor shall place a set of standard platform truck scales or hopper scales at a location approved by the Engineer. D. All sheep foot compactors shall have all cleaner bars in working condition. E. At the direction of the on -site Engineer a water truck will be on site to support finish and tilling operation. CONSTRUCTION METHODS A. General It is the primary purpose of this specification to secure a completed course of treated material that contains the following: I . Uniform flyash/soil mixture with no loose or segregated areas; 2. Uniform density and moisture content 3. Is well bound for its full depth 4. A smooth surface suitable for placing subsequent courses. It shall be the responsibility of the Contractor to regulate the sequence of his work; to process a sufficient quantity of material to achieve full depth as shown on plans; to use the proper amounts of flyash; to maintain the work; and to rework the courses as necessary to meet the above requirements at no additional cost. Before other construction operations are initiated, the sub -grade shall be graded and shaped to enable the flyash treatment of materials in place, in conformance with the lines, grades, and thickness shown on the plans. Unsuitable soil or materials shall be removed and replaced with acceptable material. P:\Street Oversizing\South Lemay Avenue Widening Project 2006\Bid Docs\Construction Specs\Technical Specs Technical Snecs - 13 South Lemay Avenue Widening Project (2006) Date: May 10, 2006 The sub -grade shall be firm and able to support, without displacement, the construction equipment and the compaction hereinafter specified. Soft or yielding sub -grade shall be corrected and made stable by scarifying, adding flyash, and compacting until it is of uniform stability. If the Contractor elects to use a trimming machine that will remove the sub -grade material accurately to the secondary grade, he will not be required to expose the secondary grade or windrow the material. However, the Contractor shall be required to roll the sub -grade, as directed by the Engineer, before using the trimming machine and correcting any soft areas that this rolling may reveal. This method will be permitted only where a machine is provided which will ensure that the material is cut uniformly to the proper depth and which has cutters that will plane the secondary grade to a smooth surface over the entire width of the cut. The machine shall be of such design that visible indication is given at all times that the machine is cutting to the proper depth. B. Application The flyash shall be spread by an approved spreader at the rate of 12% dry weight of soil as shown on the plans and as directed by the Engineer. A motor grader shall not be used to spread the flyash. The flyash shall be distributed at a uniform rate and in such manner as to reduce the scattering of fly sh by wind to a minimum. Flyash shall not be applied when wind conditions, in the opinion of the Engineer, are such that blowing flyash becomes objectionable to traffic or adjacent property owners. During final mixing, water shall be added to the materials as directed by the Engineer, until the proper moisture content has been secured. Water shall be added through the pulverizing machine or method acceptable to the Engineer to develop a uniform, controlled rate addition of the needed moisture. Initial mixing after the addition of flyash will be accomplished dry or with a minimum of water to prevent flyash balls. Final moisture content of the mix, prior to compaction, shall not exceed the optimum moisture content of the mix by more than two percent nor by less than the optimum by more than four percent. Should the natural moisture content of the soil be above the specified range, aeration of the soil may be required prior to addition of the flyash. C. Mixing The soil and flyash shall be thoroughly mixed by approved rotary mixers or other approved equipment, and the mixing continued until, in the opinion of the Engineer, a homogeneous, friable mixture of soil and flyash is obtained, free from all clods or lumps. Water required to achieve the specified moisture content for the mixture should be added after initial mixing. If the soil flyash mixture contains clods, they shall be reduced in size by raking, blading, disking, harrowing, scarifying or the use of other approved pulverization methods so that when all non -slaking aggregates retained on the No. 4 sieve are removed, the remainder of the material shall meet the following requirements when tested at the field moisture condition or dry by laboratory sieves: Minimum Passing: I inch sieve 100 percent Minimum Passing: No. 4 sieve 60 percent D. Compaction Compaction of the mixture shall begin immediately after mixing of the flyash and be completed within one hour following addition of flyash and water. The material shall be sprinkled as necessary to maintain the optimum moisture. Compaction of the mixture shall begin at the bottom and shall continue until the entire depth of mixture is uniformly compacted to a specified density. All non -uniform (too wet, too dry or insufficiently treated) areas which appear shall be corrected immediately by scarifying the areas affected, adding or removing material as required and reshaping the re -compacting by sprinkling and rolling. The surface of the course shall be maintained in a smooth condition, free from undulations and ruts, until other work is placed thereon or the work is accepted. The stabilized section shall be compacted to the extent necessary to provide the density specified below: P:\Street Oversizing\South Lemay Avenue Widening Project 2006\Bid Docs\Construction SpecsUeehnical Specs Technical Specs - 14 South Lemay Avenue Widening Project(2006) Description Date: May 10, 2006 For flyash treated sub -grade, existing sub -base Not less than 95 percent maximum pry density (ASTM or existing base that will receive subsequent D-698) sub -base or base courses For flyash treated sub -base or base that will Not less than 95 percent maximum dry density receive surface course (ASTM D-698) In addition to the requirements specified for density, the full depth of the material shown on the plans shall be compacted to the extent necessary to remain firm and stable under construction equipment. After each section is completed, the Engineer will make tests as necessary. If the material fails to meet the density requirements, the Engineer may require it to be reworked as necessary to meet those requirements or require the Contractor to change his construction methods to obtain required density on the next section. Throughout this entire operation, the shape of the course shall be maintained with a blade, and the surface, upon completion, shall be smooth and in conformity with the typical section shown on the plans and to the established lines and grades. Grading should be terminated within two hours after blending of the flyash. Should the material, due to any reason or cause, lose the required stability, density and finish before the next course is placed or the work is accepted, it shall be reprocessed, re -compacted and refinished at the sole expense of the Contractor. Reprocessing shall follow the same pattern as the initial stabilization, including the addition of flyash. E. Finishing, Curing and Preparation for Surfacing After the final course of the treated sub -grade, sub -base or base has been compacted; it shall be brought the required lines and grades in accordance with the typical sections. The resulting base surface shall be thoroughly rolled with a pneumatic tire roller and "clipped", "skinned" or "tight bladed" by a power grader to a depth of approximately 3 inch, removing all loosened stabilized material from the section. Re -compaction of the loose material should not be attempted. The surface shall then be thoroughly compacted with the pneumatic roller, adding small increments of moisture as needed during rolling. If plus No. 4 aggregate is present in the mixture; one complete coverage of the section with the fat wheel roller shall be made immediately after the "clipping" operation. When directed by the Engineer, surface finishing methods may be varied from this procedure provided a dense, uniform surface, free of surface compaction plans, is produced. The moisture content of the surface material must be maintained within the specified range during all finishing operations. Surface compaction and finishing shall proceed in such a manner as to produce, in not more than two hours, a smooth, closely knit surface, free of cracks, ridges or loose material conforming to the crown, grade and line shown on the plans. 2. After the flyash treated course has been finished as specified herein, the surface shall be protected against rapid drying by either of the following curing methods for a period of not less than three days or until the surface or subsequent courses are placed: (a) Maintain a thorough and continuously moist condition by sprinkling. (b) Apply a two-inch layer of earth on the completed course and maintain in a moist condition. (c) Apply an asphalt membrane to the treated course, immediately after same is completed. The quantity and type of asphalt approved for use by the Engineer shall be sufficient to completely cover and seal the total surface of the base between crown lines and all voids. If the Contractor elects to use this method, it shall be the responsibility of the Contractor to protect the asphalt membrane from being picked up by traffic by either sanding or dusting the surface of same. The asphalt membrane may remain in place when the proposed surface or other base courses are placed. Asphaltic emulsions are not acceptable for the asphaltic membrane. METHOD OF MEASUREMENT Flyash Sub -grade Stabilization will be measured by the square yard to the limits as constructed in the field and be paid for at the contract unit price per square yard. P:\Street Oversizing\South Lemay Avenue Widening Project 2006\Bid Docs\Construction Specs\Technical Specs Technical Specs - 15 South Lemay Avenue Widening Project (2006) Date: May 10, 2006 NOTE: The square yards of Flyash Sub -grade Stabilization is an estimate only based on the soils report and general knowledge of the soil conditions in this area. The sub -grade areas to be stabilized with flyash will be determined by the Engineer based upon results after proof rolling and effects resulting from inclement weather conditions. Sub -grade areas not requiring flyash stabilization will be Reconditioned (Revision of Section 306), measured by the square yard as constructed in the field and paid for at the Reconditioning contract unit price per square yard. Subsection 307.01 and 307-02 is revised to include the following: If the field soil tests show one or more sulfate indicate a concertration of 0.5 percent a doubble treatment of flyash will occure. The first treatment of 6 percent flyash will installed. The cure time will be two weeks the area will be damped to cure with all coonstruction traffic kept off of area. The second application of flyash will be at 8 percent a cure time of 2 days will be required. In each application of flyash the area will be treated in proceedure as the normal specifications called out in Section 307. the sub grade wilt be blue topped and cut accrdingly. Subsection 307.03 is revised to include the following; The cost to mobilization for the second application treatment of flyash is to be included into the unit cost. BASIS OF PAYMENT Payment will be made under: Pay Item and Pay Unit The pay unit is denoted by (). 307-01 Option A Flyash Subgrade Stabilization — (6%) - (SY) 307-02 Option A Flyash Subgrade Stabilization — (8%) — (SY) 307-03 Option A Flyash Operation Mobilization —(EA) The above prices and payments shall include full compensation for furnishing all labor, materials, tools, equipment, and incidentals and for doing all work involved in Flyash stabilization, complete -in -place, including compaction, and wetting or drying as shown on the plans, as specified in these specifications, and as directed by the Engineer. END OF SECTION P:\Street Oversizing\South Lemay Avenue Widening Project 2006\Bid Docs\Construction Specs\Technical Specs Technical Specs - 16 South Lemay Avenue Widening Project (2006) Date: May 10, 2006 REVISION OF SECTION 401 & 703 PLANT MIX PAVEMENTS — GENERAL & AGGREGATES Section 401 and 703 of the Standard Specifications is hereby revised as follows: Subsection 401.02 is hereby revised to include the following: Requests made in writing by the Contractor for changes in the job mix formula will be considered by the Engineer. A job mix formula shall be determined by the Contractor and submitted to the Engineer for approval a minimum of one week prior to the beginning of construction for each proposed change. The Contractor shall provide the Engineer with an asphalt mix design report from an independent testing laboratory acceptable to the Engineer. The report shall state the Mix properties, optimum oil content, job mix formula and recommended mixing and placing temperatures. The costs for all job mix formulas shall be the responsibility of the Contractor. If the Contractor uses more than three (3) job mix formulas for a type of plant mix pavement used, the City may charge the Contractor for testing and evaluation of the mix designs, including the costs for calibration of a Nuclear Asphalt Oven. For Superpave Mixes, delete Table 401-2 and replace with the following: TARI.R d07-1 Grading Test Procedure Minimum Test Sampling Frequency Result All Gradings CP L-5109 Method B 80 One per 10, 000 metric tons (10,000 tons) or fraction thereof minimum In subsection 401.02, delete the second, third, and fourth paragraphs and replace with the following: 1. A proposed plant mix pavement mix design prepared in accordance with Colorado Procedure 52(CP52-99), including a proposed job -mix gradation for each mixture required by the Contract which shall be fully within the Master Range Table, Tables 703-3A, B, and C, before the tolerances shown in Table 401-1 are applied. The weight of lime shall be included in the total weight of the material passing the 75 mm (No. 200) sieve. The restricted zone boundaries shown for all gradings in Tables 703-3A, 703-3B, and 703-3C are to be used as guidelines in mix design development. However, the job -mix gradation is not required to pass above or below the restricted zone boundaries. 2. The name of the refinery supplying the asphalt cement and the source of the anti -stripping additive. 3. A sufficient quantity of each aggregate for the Department to perform the tests specified in section 2.2.1 of CP52. In subsection 401.02 delete Table 401-1, including the footnotes, and replace with the following: ABLE 401-113itumen Content f0.3% sphalt Recycling Agent t0.2% em erature of Mixture When Discharged from Mixer t10°C -lot Bituminous Pavement - Item 403 rising the 9.5 mm ('/8') and larger sieves t6% issing the the 4.75 mm (No. 4) and 2.36 mm (No. 8) sieves f5% issing the 600 mm (#30) sieve t4% issing the 75 mm (#200) sieve f2% 'When 100% passing is designated, there shall be no tolerance. When 90-100% passing is designated, 90% shall be the minimum; no tolerance shall be used. Delete Subsection 401.07 and replace with the following: P:\Street Oversizing\South Lemay Avenue Widening Project 2006\13id Docs\Construction Specs\Technical Specs Technical Specs - 17 OWNER is exempt from Colorado State Sales and Use Taxes on materials and equipment to be incorporated in the Work. Said taxes shall not be included in the Contract Price. Reference is made to the General and Supplementary Conditions. 21.0 RETAINAGE. Provisions concerning retainage are set forth in the Agreement. 22.0 PURCHASING RESTRICTIONS. Purchasing restrictions: The Bidder's authorized signature of this Bid assures the Bidder's compliance with the City's purchasing restrictions. A copy of the resolutions are available for review in the Purchasing and Risk Management Division or the City Clerk's office. A. Cement Restrictions: City of Fort Collins Resolution 91-121 requires that suppliers and producers of cement or products containing cement to certify that the cement was not made in cement kilns that burn hazardous waste as a fuel. 23.0 COLLUSIVE OR SHAM BIDS. Any Bid deemed by the City in its sole discretion to be a collusive or sham Bid will be rejected and reported to authorities as such. Your authorized signature of this Bid assures that such Bid is genuine and is not a collusive or sham Bid. 24.0 BID RESULTS. For information regarding results for individual Bids send a self- addressed, self -stamped envelope and a Bid tally will be mailed to you. Bid results will be posted in the Purchasing office seven (7) days after the Bid Opening. END OF SECTION 12/03 Section 00100 Page 8 South Lemay Avenue Widening Project (2006) Date: May 10, 2006 Plant mix pavement shall be placed only on properly prepared unfrozen surfaces which are free of water, snow, and ice. The plant mix pavement shall be placed only when both the air and surface temperatures equal or exceed the temperatures specified in Table 401-3 and the Engineer determines that the weather conditions permit the pavement to be properly placed and compacted. Table 401-3 Placement Temnerature Limitations in °C Compacted Layer Minimum Surface and Air Thickness in Temperature °C ff) mm (inches) Top Layers Below Layer Top Layer <38 (1%) 15 (60) 10 (50) 38 (1%) - <75 (3) 10 (50) 5 (40) 75 3 or more 1 7 45 2 35 Note: Air temperature is taken in the shade. Surface is defined as the existing base on which the new pavement is to be placed. If the temperature falls below the minimum air or surface temperatures, paving shall stop. The Contractor shall schedule the work so that no planed or recycled surface is left without resurfacing for more than 10 calendar days during the period specified in Table 401-3A, below. The Contractor shall immediately place a temporary hot bituminous pavement layer on any surface that has been planed or recycled and can not be resurfaced in accordance with the above temperature requirements within 10 calendar days after being planed or recycled. The minimum thickness of the temporary hot bituminous pavement layer shall be 50 mm (2 inches). The Contractor shall perform the quality control required to assure adequate quality of the hot bituminous pavement used in the temporary layer. All applicable pavement markings shall be applied to the temporary layer surface. The Contractor shall maintain the temporary layer for the entire period that it is open to traffic. Distress which affects the ride, safety, or serviceability of the temporary layer shall be immediately corrected to the satisfaction of the Engineer. The temporary hot bituminous pavement layer shall be removed when work resumes. Table No. 401-3A Periods Requiring Overlay of Treated Surfaces Location by Elevation Period During Which Planed or Recycled Surfaces Must be Overlaid within Ten Days All areas below and including 2100 m October 1 to March 1 7000 feet) All areas above 2100 in (7000 feet) up to 5 to April I and including2600 in8500 feet)September All areas above 2600 in (8500 feet) August 20 to May 15 •In Subsection 401.15, delete the third and fourth paragraphs (including table) and replace with the following: The minimum temperature of the mixture when discharged from the mixer and when delivered for use shall be as shown in the following table: P:\Street Oversizing\South Lemay Avenue Widening Project 2006\Bid Docs\Construction SpecsVi"echnical Specs Technical Specs - 18 South Lemay Avenue Widening Project (2006) Date: May 10, 2006 Asphalt Grade Minimum Mix Discharge Temperature, °C °F * Minimum Delivered Mix Temperature, °C °F ** PG 58-28 135 (275) 113 (235) PG 58-22 138 (280) 113 (235) PG 64-22 143 (290) 113 (235) AC-20 Rubberized 160 (320) 138 (280) PG 76-28 160 (320) 138 (280) PG 70-28 149 (300) 138 (280) PG 64-28 149 (300) 138 (280) PG 58-34 149 (300) 138 (280) The maximum mix discharge temperature shall not exceed the minimum discharge temperature by more than 17°C (30°F). ** Delivered mix temperature shall be measured behind the paver screed. Hot -mix asphalt mixture shall be produced at the lowest temperature within the specified temperature range that produces a workable mix and provides for uniform coating of aggregates (95% minimum in accordance with AASHTO T 195), and that allows the required compaction to be achieved. Subsection 401.16 is hereby revised to include the following: The mixture shall be laid upon an approved surface, spread and struck off to provide for drainage to the side(s) of the roadway with a minimum cross slope of two percent (2%) or as directed by the Engineer. In subsection 401.17, first paragraph, delete the last two (2) sentence and replace with the following: When the mixture contains unmodified asphalt cement (PG 58-28, PG 58-22, or PG 64-22) or modified (PG 58-34), and the surface temperature falls below 85°C (185 OF), no further compaction effort will be permitted unless approved. Ifthe mixture contains modified asphalt cement (AC-20R, PG 76-28, PG 70-28, or PG 64-28) and the surface temperature falls below 110°C (230 OF), no further compaction effort will be permitted unless approved. Subsection 401.17 is hereby revised to include the following: All pneumatic tire rubbers shall be equipped with rubber skirts. P:\Street Oversizing\South Lemay Avenue Widening Project 2006\Bid Docs\Construction Specs\Technical Specs Technical Specs - 19 South Lemay Avenue Widening Project (2006) Date: May 10, 2006 In subsection 703.04 delete Table 703-3 and replace with Tables 703-3A, B, and C as follows: TABLE 703-3A Master Range Table for Hot Bituminous Pavement (Grading S) Sieve Size Percent by Weight_ Passing Square Mesh Sieves Restricted Zone Boundary (Guideline) Minimum Maximum 37.5 mm (P/z") 25.0 mm (1") 100 19.0 mm (3/A") 90 - 100 12.5 mm (%2") 9.5 mm (3/8-) 4.75 mm (94) 2.36 mm (#8) 23 - 49 34.6 34.6 1.18 mm (#16) 22.3 28.3 600 mm (#30) * 16.7 20.7 300 mm (#50) 13.7 13.7 150 mm (# 100) 75 mm (#200) 2-8 These additional Form 43 Specification Screens will initially be established using values from the As Used Gradation shown on the Design Mix. P:\Street Oversizing\South Lemay Avenue Widening Project 2006\Bid Docs\Construction Specs\Technical Specs Technical Specs - 20 South Lemay Avenue Widening Project (2006) Date: May 10, 2006 TABLE 703-3B Master Range Table for Hot Bituminous Pavement (Grading SX) Sieve Size Percent by Weight Passing Square Mesh Sieves Restricted Zone Boundary (Guideline) Minimum Maximum 37.5 mm (I%") 25.0 mm (1") 19.0 mm ('/4") 100 12.5 mm ('/z") 90 - 100 9.5 mm (3/8'.) 4.75 mm (#4) 2.36 mm (#8) 28 - 58 39.1 39.1 1.18 mm (# 16) 25.6 31.6 600 mm (#30) * 19.1 23.1 300 mm (#50) 15.5 15.5 150 mm (# 100) 75 mm (#200) 2 - 10 These additional Form 43 Specification Screens will initially be established using values from the As Used Gradation shown on the Design Mix. P:\Street Oversizing\South Lemay Avenue Widening Project 2006\Bid Docs\Construction Specs\Technical Specs Technical Specs - 21 South Lemay Avenue Widening Project(2006) Date: May 10,2006 TABLE 703-3C Master Range Table for Hot Bituminous Pavement (Grading SG) Sieve Size Percent by Weight Passing Square Mesh Sieves Restricted Zone Boundary (Guideline) Minimum Maximum 37.5 mm (1'/2") 100 25.0 mm (1 ") 90 - 100 19.0 mm (3/4") 12.5 mm ('/z") 9.5 mm (3/8-) 4.75 mm (#4) * 39.5 39.5 2.36 mm (#8) 19 - 45 26.8 30.8 1.18 mm (416) 18.1 24.1 600 mm (#30) * 13.6 17.6 300 mm (#50) 11.4 11.4 150 mm (#100) 75 mm (#200) 1-7 * These additional Form 43 Specification Screens will initially be established using values from the As Used Gradation shown on the Design Mix. END OF SECTION P:\Street Oversizing\South Lemay Avenue Widening Project 2006\Bid Docs\Construction Specs\Technical Specs Technical Specs - 22 South Lemay Avenue Widening Project (2006) REVISION OF SECTION 403 HOT BITUMINOUS PAVEMENT Section 403 of the Standard Specifications is hereby revised as follows: Subsection 403.01 is revised to include the following: Date: May 10, 2006 Hot Bituminous Pavement — This shall consist of constructing one or more courses of HBP Grading S & SG over existing pavement or subgrade surfaces previously prepared by the contractor or City of Fort Collins Crews. Asphalt Paver Patching— HBP Grading S & SG shall be used in locations as directed by the Engineer. This work shall consist of the placement of asphalt with a paver in small areas. Asphalt Patching— HBP Grading S & SG shall be used in locations as directed by the Engineer. These quantities will be restricted to small areas which require hand placement methods and conventional paving equipment cannot be utilized. Subsection 403.02 is revised to include the following: Laboratory Mix Design — Grading S & SG - The mix designs shall be prepared by an independent laboratory acceptable to the Engineer and shall be submitted by the Contractor to the Engineer for approval a minimum on one (1) month prior to the beginning of paving for this project. The criteria for the mix design is as follows: HBP Grading S & SG ESAL's: Lemay Avenue = 1,460,000 Binder: Grading S-100-PG 64-28 / Grading SG-100 — PG 64-22 Designed according to the most recent set of SUPERPAVE Specifications available. SEE TABLE 403-1 NEXT PAGE FOR DESIGN CRITERIA A request made in writing by the Contractor for changes in the job mix formula will be considered by the Engineer. The Contractor shall prepare a quality control plan outlining the steps taken to minimize segregation of HBP. This plan shall be submitted to the Engineer and approved prior to beginning the paving operations. When the Engineer determines that segregation is unacceptable, the paving shall stop and the cause of segregation shall be corrected before paving operations will be allowed to resume. The Contractor will not be allowed to clean the paver hoper during paving operations. Reclaimed materials will not be allowed in Hot Bituminous Pavement. A maximum of 20% reclaimed material will be allowed for HBP Grading SG. The Contractor shall construct the work such that all roadway pavement placed prior to the time paving operations end for the year, shall be completed to the full thickness required by the plans. The Contractor's Progress Schedule shall show the methods to be used to comply with this requirement. Vertical drop offs will not be allowed at the end ofanv days paving Paper ioints will be required to a taper equaling 3 times the amount of drop. Paving joints shall be at the lane lines or in the center of the lane. In no case shall the paving ioints be in the wheel path. The contractor shall submit a longitudinal joint and pavement marking plan 3 days prior to paving. P:\Street Oversizing\South Lemay Avenue Widening Project 2006\Bid Docs\Construction Specs\Technical Specs Technical Specs - 23 South Lemay Avenue Widening Project(2006) PAVEMENT SECTION: Grading S-100 (PG 64-28) Grading SG-100 (PG58-28) Aggregate Base Coarse Flyash Treated Subgrade Date: May 10, 2006 Lemav Avenue: 3" 4" 6" 12" 7 Di The design mix for Grading S, SX, and SG shall conform to the following: TABLE 403-1 CPT of 150 Property Test Grading S Grading SG Grading Sx Method N/A this Project Air Voids, percent at: N (initial) CPL 5115 > 11.0 > 11.0 > 11.0 N (design) 3.0 - 5.0 3.0 - 5.0 3.0 - 5.0 N maximum > 2.0 > 2.0 > 2.0 Lab Compaction (Revolutions): N (initial) (a) 8 8 (a) N (design)(b) CPL 5115 100 100 (b) N maximum a 174 174 a Stability, minimum (a) for information CPL 5106 42 42 (a) Aggregate Retained on the 4.75 min (No. 4) Sieve with at least two Mechanically Induced Fractured CP 45 60 60 60 Faces, % minimum Accelerated Moisture Susceptibility Tensile Strength Ratio (Lottman), CPL 5109 80 80 80 Method B minimum Minimum Dry Split Tensile CPL 5109 Strength, kPa(psi) Method B 205 (30) 205 (30) 205 (30) Grade of Asphalt Cement Top Layer PG 64-28 PG 58-28 PG 64-28 Grade of Asphalt Cement Layers Below Top PG 64-28 PG 58-28 PG 64-22 Voids in the Mineral Aggregate (VMA) %minimum a CP 48 14.0 12.0 (a) Voids Filled with Asphalt (VFA) % (a) Al MS-2 Iwo 65 - 75 65 - 75 (a) (a) Current CDOT Design Criteria (b) Residential 50, Collector 75, Arterial 100 Note: AIMS-2 = Asphalt Institute Manual Series 2 Note: The current version of CPL 5115 is available from the Region Materials Engineer. Note: Mixes with gradations having less than 40% passing the 4.75 mm (No. 4) sieve shall be approached with caution because of constructability problems. P:\Street Oversicing\South Lemay Avenue Widening Project 2006\13id Docs\Construction Specs\Technical Specs Technical Specs - 24 South Lemay Avenue Widening Project (2006) Date: May 10, 2006 Subsection 403.03 is revised to include the following: Regardless of the delivery temperature, the mixture shall not be placed for use on the roadway at a temperature lower than 225' F. Emulsified Asphalt for tack coat shall be Grade CSS-1h. The tack coat shall consist of a 1:1 dilution (one (1) part emulsified asphalt to one (1) part water). The application rate for tack coat shall be approximately 0.1 gallons per square yard. The existing pavement shall be broomed and cleaned to be free of dirt, water, vegetation and other deleterious matter immediately prior to commencing the paving operation. Edges of the area to be patched shall be sawcut vertically, and perpendicular or parallel to the roadway, as directed by the Engineer. Tack coat shall be placed against clean, vertical edges on all sides of the area to be patched. Hot Bituminous Pavement Grading S and SX shall be placed in equal lifts not exceeding three (3) inches. The minimum lift thickness for Grading SX shall be one (1) inch and Grading S shall be (1 '/2) inch. HBP Grading SG shall be placed in equal lifts not exceeding four (4) inches and the minimum lift thickness shall be three (3) inches. Overlaying layers of Hot Bituminous Pavement shall not be placed until the lower layer has cooled sufficiently to provide a stable material which will support the equipment without rutting, shoving or moving in any manner. Tack coat shall be placed between all lifts. NOTE: Any levetine courses placed shall be paid for at the contract unit price for Hot Bituminous Pavement. Subsection 403.04 shall include the following: Hot Bituminous Pavement Grading SX, S and SG, will be measured by the ton and paid for at the Contract Unit Price for Asphalt Patching and Hot Bituminous Pavement. Pavement cutting, excavation, subgrade preparation, haul and disposal, bituminous materials, aggregate, asphalt cement, asphalt recycling agent, additives, hydrated lime, and all other work necessary to complete each hot bituminous pavement item will not be paid for separately but shall be included in the unit price bid. Load slips shall be consecutively numbered for each day and shall include batch time Subsection 403.05 is revised to include the following: Payment will be made under: Pay Item and Pay Unit The pay unit is denoted by (). 403-01 Hot Bituminous Pavement — Grading S-100 - (3" Depth) — (PG 64-28) — (TON) 403-02 Hot Bituminous Pavement — Grading SG-100 (4" Depth) — (PG 64-22) — (TON) 403-03 Overlay Existing Lemay — Grading S-100 (2" Depth) — (PG 64-28) — (TON) 403-04 Overlay Existing Carpenter — Grading S-100 (2" Depth) — (PG 64-28) — (TON) 403-05 Asphalt Leveling Course '/4 Grading S-100 — (PG 64-22) — (TON) 403-06 Asphalt Paver Patching Carpenter Rd — Grading SG-100 (4" Depth) — (PG 64-22) — (TON) 403-07 Asphalt Patching — Grading SG-100 (4" Depth) — (PG 64-22) — (TON) P:\Street Oversizing\South Lemay Avenue Widening Project 2006\Bid Docs\Construction Specs\'I'echnical Specs Technical Specs - 25 South Lemay Avenue Widening Project(2006) Date: May 10, 2006 The above prices and payments shall include full compensation for furnishing all labor, materials, tools, equipment, and incidentals, and for doing all the work involved in Hot Bituminous Pavement and Asphalt Patching, including pavement cutting, excavation, subgrade preparation, haul and disposal, compaction, rolling, surface preparation, and bituminous materials, complete in -place, as shown on these plans, as specified in these specifications, and as directed by the Engineer. END OF SECTION PAStreet Oversizing\South Lemay Avenue Widening Project 2006\Bid Docs\Construction Specs\Technical Specs Technical Specs - 26 South Lemay Avenue Widening Project (2006) REVISION OF SECTION 420 GEOSYNTHETICS Date: May 10, 2006 Section 420 of the Standard Specifications is hereby revised as follows: Subsection 420.01 is revised to include the following: This work shall consist of furnishing and installing geotextile and geogrid stabilization material and geotextile paving fabric. Subsection 420.02 is revised to include the following: All geogrid or geotextile fabric shall be installed according to the manufacturer's recommendations and as directed by the Engineer. The geotextile stabilization fabric shall be Typar 3801 or approved equal. The geogrid reinforcement mat shall be Tensar Structural Geogrid BX1100 or approved equal. The geotextile paving fabric shall be as manufactured by Phillips Fibers Corporation, Hoechst Fibers Industries, Amoco Fabrics Company, or an approved equal. The tack coat to be applied to the road surface and/or to the Geotextile Paving Fabric shall meet the following requirements: Asphalt Cement AC-20 NOTE: Emulsified and/or Cutback Asphalt shall not be used as tack coat for Geotextile Paving Fabric. Surface preparation: The pavement to be repaired shall be cleaned and free of dirt, dust, water and vegetation. Cracks shall be cleaned and filled in accordance with "Revision of Section 403, Crack Sealing" of these Specifications if required. If the crack filling materials contain volatiles, adequate curing time must be allowed prior to placement of the fabric. The pavement must be cleared of all sharp or angular protrusions. Application of Tack Coat: The tack coat shall be applied at a rate in accordance with the manufacturer's specifications (approximately 0.25 gal. /sq. yd). Application must be by a distributor. Temperature of the tack coat must be sufficiently high to permit a uniform spray pattern. The maximum asphalt temperature shall be 3000 F. Geotextile Paving Fabric Placement: The Geotextile Paving Fabric shall be placed into the tack coat with a minimum of wrinkles. If Geotextile Paving Fabric folds greater than one inch (I ") occur, the Geotextile Paving Fabric shall be slit and allowed to lie flat. Additional tack coat shall be placed as required to insure fabric bonding. If Geotextile Paving Fabric is placed adjacent to patched sections of roadway, the fabric shall overlap said patched section a minimum of 12 inches. All joints shall overlap adjacent fabric approximately 2-6 inches. Transverse joints of the Geotextile Paving Fabric shall be shingled in the direction of the paving to prevent edge pickup by the paver. Additional tack coat shall be uniformly applied to the joints and overlaps to insure bonding It shall be the Contractors responsibility to maintain the Geotextile Paving Fabric until the overlay is complete. If the Geotextile Paving Fabric begins to be picked up, the Contractor shall immediately broadcast sand or hot mix asphalt over the area or "skin" the Geotextile Paving Fabric with Hot Bituminous Pavement Grading S or SX. Excess sand or hot mix shall be removed before paving. Sand used for this purpose will not be measured and paid for separately under the terms of this contract. Hot Bituminous Pavement Grading S or SX used for this purpose will be measured and paid for at their respective contract unit prices per ton. P:\Street Oversizing\South Lemay Avenue Widening Project 2006\13id Docs\Construction Specs\Technical Specs Technical Specs - 27 SECTION 00300 BID FORM South Lemay Avenue Widening Project (2006) Date: May 10, 2006 Geotextile Paving Fabric shall be clean, dry and sufficiently bonded to the tack coat prior to commencing the paving operations. Paving operations shall be completed the same day as the Geotextile Paving Fabric placement. Subsection 420.09 is revised as follows: The geotextile and geogrid stabilization fabric and geotextile paving fabric shall be measured in the field and paid for by the square yard of material installed — complete in place. The paving fabric shall include surface preparation and AC-20 tack coat. Subsection 420.10 is revised as follows: Payment will be made under: Pay Item and Pay Unit The pay unit is denoted by (). 420-01 Geotextile Paving Fabric — (SY) The above prices and payment shall include full compensation for furnishing all labor, materials, tools, equipment, and incidentals, and for doing all the work involved in placing tack coat and Geotextile Paving Fabric, stabilization fabric, including haul and bituminous materials, complete -in -place, as shown on the plans, as specified in these specifications, and as directed by the Engineer. END OF SECTION P:\Street Oversizing\South Lemay Avenue Widening Project 2006\Bid Docs\Construction Specs\Technical Specs Technical Specs - 28 South Lemay Avenue Widening Project(2006) REVISION OF SECTION 506 RIPRAP Date: May 10, 2006 Section 506 of the Standard Specifications is hereby revised as follows: Subsection 506.01 is revised to include the following: This work consists of the construction of riprap sections with riprap, Type 11 bedding and covered with topsoil in accordance with these specifications and in conformity with the lines and grades shown on the plans or established grades. Subsection 506.02 is revised to include the following: Color of buried riprap shall be approved by the Engineer. Exposed riprap shall be gray to blue gray in color or as approved by the Engineer. Rock used for riprap shall be hard, durable, angular in shape and free from cracks, over -burden, shale and organic matter. Thin, slab type stones, rounded stones and flaking rock shall not be used. Removed concrete shall not be used for riprap without specific written approval by the Engineer. Service records of the proposed material will be considered by the Engineer in determining the acceptability of the rock. Neither breadth nor thickness of a single stone shall be less than one-third (1/3) its length. Bedding material shall conform to the specification for Type Il Filter material as per the City of Fort Collins Storm Drainage Design Criteria and Construction Standards (Table 12-3) or CDOT Class A filter material (Section 703.09). Subsection 506.03 is revised to include the following: Wherever possible, the excavation for the riprap sections shall be undisturbed material, or where this is not possible, the underlying materials shall be compacted to 95% of maximum density as determined by ASTM D 698. The bottom of the excavation shall have a uniform slope, be reasonably smooth, free from mounds and windrows and free of debris prior to placing the filter material. Bedding material shall be placed on top of the sub -grade material prior to riprap installation at all locations of riprap sections shown on the plans. The layer shall be shaped to provide the minimum thickness of bedding material as shown on the details of the plans. Riprap material shall be placed immediately after the bedding material is placed and in a manner to provide a well - graded mass of stone with minimum voids. Riprap may be machine -placed with sufficient handwork to minimize disturbance of the bedding material layer. This material shall be placed to the required thickness and grade shown on the details of the plans. Topsoil material shall be used to backfill and bury the entire riprap bed area and compacted to insure thorough settling of the topsoil within the rock voids. The top three inches (3") of the topsoil shall be loosely placed. This material shall be placed to the required thickness as shown on the details of the plans. The contractor shall utilize, when appropriate, existing topsoil on site. Subsection 506.04 is revised to include the following: Riprap sections specified in the plans will be paid for at the contract unit price per EA. The unit price bid shall include all costs associated with installation of the bedding material, riprap and topsoil including excavating for the placement of these materials, all materials, delivery, stockpiling and handling of the riprap. Subsection 506.05 is revised to include the following: Payment will be made under: P:\Street Oversizing\South Lemay Avenue Widening Project 2006\Bid Docs\Construction Specs\Technical Specs Technical Specs - 29 South Lemay Avenue Widening Project (2006) Date: May 10, 2006 Pay Item and Pay Unit The pay unit is denoted by (). 506-01 10' x 45' Type L Rip -Rap, 6" Topsoil (CIP Per Detail) — (SY) 506-02 6' x 6' Type L Rip -Rap, 6" Topsoil (All at the end of Curb and Gutter for Erosion Prevention) — (EA) The above prices and payment shall include full compensation for furnishing all labor, materials, tools, equipment, and incidentals, and for doing all the work involved in excavating, placing riprap, bedding and topsoil, complete -in - place, including haul and stockpile of materials, handling of the riprap and finish grading of the surface as shown on the plans, as specified in these specifications, and as directed by the Engineer. END OF SECTION P:\Street Oversizing\South Lemay Avenue Widening Project 2006\Bid Docs\Construction Specs\Technical Specs Technical Specs - 30 South Lemay Avenue Widening Project (2006) REVISION OF SECTION 603 CULVERTS AND SEWERS Section 603 of the Standard Specifications is hereby revised as follows: Subsection 603.01 is revised to include the following: Date: May 10, 2006 This work shall consist of the construction and reconstruction of reinforced concrete pipe, pipe encasement, pipe connections, and joint encasement in accordance with the plans, specifications, the City of Fort Collins Storm Drainage Design Criteria and Construction Standards. It shall be the Contractor's responsibility to purchase and familiarize themselves with these specifications. The Contractor shall include in the Work all the necessary items to complete the Work including but not limited to excavation, bedding, backfill, and compaction. The accepted quantities will be paid for at the contract unit price. Payment will be made under: Pay Item and Pam The pay unit is denoted by (). 603-01 42" RCP Class III — (LF) 603-02 42" RCP Class III FES—(EA) 603-03 30" RCP Class III — (LF) 603-04 30" RCP Class III FES — (EA) 603-05 Install Concrete Field Collar— (EA) The above prices and payments shall include full compensation for furnishing all labor, materials, tools, equipment, and incidentals and for doing all Work involved in installing pipe and encasing joints, complete in -place, as shown on the plans, as specified in these specifications, and as directed by the Engineer. Concrete and/or Asphalt patching will be paid for separately under the appropriate item. END OF SECTION P:\Street Oversizing\South Lemay Avenue Widening Project 2006\Bid Docs\Construction Specs\Technical Specs Technical Specs - 31 South Lemayy Avenue Widening Project (2006) Date: May 10, 2006 REVISION OF SECTION 604 MANHOLES, INLETS, AND METER VAULTS Section 604 of the Standard Specifications is hereby revised as follows: Fort Collins Loveland Water District Specifications can be obtained at 5150 Snead Drive Fort Collins, Colorado. A mandatory pre -construction will be required before the contractor starts any work on the district system. Subsection 604.01 is revised to include the following: This work shall consist of the construction of manholes, CDOT Type `R' inlets, type 16 combination inlets, and providing and maintaining erosion control, in accordance with the plans, specifications, and the City of Fort Collins Storm Drainage Design Criteria and Construction Standards. It shall be the Contractor's responsibility to purchase and familiarize themselves with these specifications. The Contractor shall include the cost of excavation, backfill, compaction, and installation and maintenance of erosion control into each item listed in this section. The Contractor shall clean all sediment caught in the storm sewer system due to this project. The frequency of the cleaning shall be at the direction of the Engineer. The Contractor will not be allowed to flush the pipes with water. All Erosion Control Devices, Materials, and Techniques required to prevent damage to the storm water facilities as outlined in the City of Fort Collins Standards will be considered incidental to the work, and shall be included in the price. No measurement for payment shall be made for maintenance of Erosion Control devices. Subsection 604.02 is revised to include the following: Proportioning shall conform to the requirements for Class B concrete as described in Section 601. Subsection 604.08 is revised to include the following: The accepted quantities will be paid for at the contract unit price. Payment will be made under: Pay Item and Pay Unit The pay unit is denoted by (). 604-01 10' Type R-Inlet — (EA) 604-02 Median Underdrain Pipe System — (4" Perforated Pipe) — (LF) 604-03 Median Underdrain Pipe System — (4" Solid Pipe) — (LF) 604-04 4" Median Under Drain Clean Out — (EA) 604-05 Tie to Existing Storm Sewer Manhole for 4" Underdrain (Core Drill and Connect with Non -shrink Grout) — (EA) 604-06 8" SDR-35 Sewer Main — (LF) 604-07 Tie to Existing Sanitary Sewer Manhole Per FCLWD Specs —(EA) 604-08 4' Diameter Sewer Manhole —(EA) 604-09 Remove Existing Sewer Stub — (LF) 604-10 4" PVC Conduit Sleeving —(LF) The above prices and payments shall include full compensation for furnishing all labor, materials, tools, equipment, and incidentals and for doing all work involved in constructing inlets, constructing manholes, and installing and maintaining erosion control, complete -in -place, as specified in these specifications, and as directed by the Engineer. END OF SECTION P:\Street Oversizing\South Lemay Avenue Widening Project 2006\Bid Docs\Construction Specs\Technical Specs Technical Specs - 32 South Lemay Avenue Widening Project(2006) REVISION OF SECTION 607 FENCES Section 607 of the Standard Specifications is hereby revised as follows: Date: May 10, 2006 Subsection 607.01 is revised to include the following: Orange Safety Fence: The fence shall be placed on the City of Fort Collins Right of Way on the Existing on Lemay Avenue. The fence shall have metal Tee posts as needed to be straight and non sagging. Plastic or metal ties can be used. All material, labor and equipment used to set and remove shall be placed into the unit cost. Smooth Wire Fence (4Stand Wire T-Post) — Follow Section 710 from Colorado Highway Specifications for installation of new fence. This item consists of installing new fence and will be paid for by the linear foot. Any existing fence that is removed is paid for under Remove Fence (Various Types). Subsection 607.04 is revised to include the following: The accepted quantities will be paid for at the contract unit price. Payment will be made under: Pay Item and Pay Unit The pay unit is denoted by O. 607-0I Orange Safety Fence — (LF) 607-02 Smooth Wire Fence — (LF) The above prices and payments shall include full compensation for furnishing all labor, materials, tools, equipment, and incidentals and for doing all work listed above: complete in place, as specified in these specifications, and as directed by the Engineer. END OF SECTION P:\Street Oversizing\South Lemay Avenue Widening Project 2006\Bid Docs\Construction Specs\Technical Specs Technical Specs - 33 South Lemay Avenue Widening Project (2006) Date: May 10, 2006 REVISION OF SECTION 608 SIDEWALKS AND DECORATIVE CROSSWALKS Section 608 of the Standard Specifications is hereby revised for this project as follows: Subsection 608.01 is revised to include the following: This work shall consist of the construction of concrete sidewalks (6"), pedestrian access ramps, exposed aggregate median splashblock, driveways, crosspans, and drive approaches, in accordance with the plans and specifications. Required saw cutting will be incidental to the work and will not be measured or paid for separately. The use of aggregate base material for fine grading or over excavated areas will not be paid for separately. Subsection 608.02 is revised to include the following: Proportioning shall conform to the requirements for Class "B" concrete as described in Section 601 with the exception the minimum 28 day compressive strength shall be 4000 psi. The Contractor shall also submit a mix design for High Early Concrete. This mix shall have a minimum 24-hour compressive strength of 3000 psi and a minimum 28-day compressive strength of 3500 psi. It shall include supplying, placing, curing and texturing the high early concrete. The price shall apply to all Sections including Section 412, 608 and 610. Payment for extra cost of using high early concrete will be paid for by the cubic yard for the incremental increase in costs and will be paid only when the Engineer requires use of high early. Non -Shrink backfill— also called Flowable Fill or Unshrinkable Fill — shall be a Portland Cement Concrete Mix. The cement shall conform to the Standard Specifications for Portland Cement, ASTM C 150-85, Type 1/Il. The minimum 24- hour strength shall be 10-psi and the maximum 28 day strength, 60 psi. The maximum aggregate size shall be one inch (I"). The minimum slump shall be six inches (6") and the maximum, eight inches (8"). The non -shrink backfill shall be consolidated with a mechanical vibrator. Payment of using flow fill will be paid for by the cubic yard and only when used as required by the Engineer. Subsection 608.04 is revised to include the following: Exposed Aggregate Concrete: The Exposed Aggregate Concrete shall be Class "EA" concrete integrally colored with 1'/2 lbs. of Davis Color No. 5237 "San Diego Buff" per sack of cement. The surface of the Exposed Aggregate Concrete shall be sealed and protected from drying by applying Davis W-1000 Clear Cure and Seal, or approved equal. "San Diego Buff' shall be used for all exposed aggregate concrete in the median. Truncated Dome Panels: Pedestrian Access Warning Cast Iron Plates— East Jordan Iron Works Model 7005-71. Detectable warnings on new curb ramps shall be truncated domes of the dimensions shown in the plans. Domes shall be prefabricated by the manufacturer as a pattern on concrete or masonry pavers. Pavers shall meet all Americans with Disabilities Act (ADA) requirements for truncated domes, and when installed, shall be capable of producing the pattern of domes as shown in the plans. Pavers shall meet the requirements of ASTM C 902 or ASTM C 936. It is the Contractor's responsibility to adequately protect their work from damage by weather (including cold, heat, rain, wind), vandalism, or other causes until such time as it is accepted by the City. If traffic control devices are used to protect the work, they will not be paid for separately, but shall be included in the work. Subsection 608.05 is revised to include the following: The Concrete Driveway (6"), Sidewalk (6"), Access Ramps w/Landings (8"), Drive Approach (6") and Concrete Crosspan/Apron (9 1/2") items will be measured by the square foot of finished flatwork. The price for the Access Ramps (8") shall include the truncated dome panel landing area. Ramp area shall be measured from the back of the curb to the back of the walk from point of curb return to point of curb return. Subsection 608.06 is revised to include the following: P:\Street Oversizing\South Lemay Avenue Widening Project 2006\Bid Docs\Construction Specs\Technical Specs Technical Specs - 34 South Lemay Avenue Widening Project (2006) The accepted quantities will be paid for at the contract unit price. Payment will be made under: Pay Item and Pay Unit The pay unit is denoted by (). 608-01 Concrete Sidewalk (6") — (SF) 608-02 Concrete Pedestrian Access Ramps with Truncated Domes (8") — (SF) 608-03 Concrete Drive Approach (6") — (SF) 608-04 6" Concrete Driveway Replacement — (SF) 608-05 Hi -Early Concrete (24 Hour) — (CY) 608-06 Flowable Fill Concrete — (CY) 608-07 Exposed Aggregate Median Splashblock (4") — (SF) Date: May 10, 2006 The above prices and payments shall include full compensation for furnishing all labor, materials, tools, equipment, and incidentals, and for doing all work involved in constructing concrete sidewalks, miscellaneous flatwork, access ramps, drive approaches, and driveways, complete -in -place, including haul, concrete materials, finishing the surface, saw cutting joints, curing, placing dowels, and sealing joints as shown on the plans, protection from staining existing concrete from washing the exposed aggregate, cutting the plastic used to separate the different colors as specified in these specifications, and as directed by the Engineer. END OF SECTION P:\Street Oversizing\South Lemay Avenue Widening Project 2006\Bid Docs\Construction Specs\Technical Specs Technical Specs - 35 South Lemay Avenue Widening Project (2006) REVISION OF SECTION 609 CURB AND GUTTER Section 609 of the Standard Specifications is hereby revised as follows: Subsection 609.01 is revised to include the following: Date: May 10, 2006 This work shall consist of the construction of cast in place vertical 6" curb and gutter, 6" outfall curb and gutter (1-ft pan), and concrete lined irrigation ditch accordance with the details and these specifications. The unit price bid per linear foot of curb and gutter, no sidewalk, includes construction of new curb and gutter sections, complete and in place, measured along the flow line. Removal of curb and gutter is not included in this section, but will be measured and paid separately as described in Section 202. It is the Contractor's responsibility to adequately protect their Work from damage by weather, vandalism, or other causes until such time as it is accepted by the City. If traffic control devices are used to protect the work, they shall not be paid for separately, but shall be included in the work. Subsection 609.02 is revised to include the following: Proportioning shall conform to the requirements for Class "B" concrete as described in Section 601 with the exception the minimum 28 day compressive strength shall be 4000 psi. Subsection 609.07 is revised to include the following: The accepted quantity of curb and gutter will be paid for at the contract unit price per linear foot. Payment will be made under: Pay Item and Pam The pay unit is denoted by (). 609-01 Vertical Curb & Gutter (30") - (LF) 609-02 Outfall Curb & Gutter (18") - (LF) 609-03 Driveway Curb Cuts (25' Width) - (EA) 609-04 R&R Vertical Curb and Gutter — (LF) 609-05 R&R Concrete Sidewalk - (SF) The above prices and payments shall include full compensation for furnishing all labor, materials, tools, equipment, and incidentals, and for doing all work involved in constructing vertical curb and gutter, variable height curb and gutter, concrete median curb, complete -in -place, including haul, concrete materials, finishing the surface, saw cutting joints, curing, placing dowels, and sealing joints as shown on the plans, as specified in these specifications, and as directed by the Engineer. END OF SECTION P:\Street Oversizing\South Lemay Avenue Widening Project 2006\Bid Docs\Construction Specs\Technical Specs Technical Specs - 36 South Lemay Avenue Widening Project (2006) REVISION OF SECTION 619 WATER LINES Section 619 of the Standard Specifications is hereby revised as follows: Subsection 619.01 is revised to include the following: FCLWD WATER LINES ITEMS Date: May 10, 2006 This work shall include installing ductile iron pipe (DIP), gate valves, tees, bends, tapping saddles, plugs, reaction blocks and joining to existing lines and other items as shown on the plans and as designated by the Engineer. This work shall meet the requirements of the current Fort Collins -Loveland Water District Standards. It shall be the Contractors responsibility to purchase and familiarize themselves with these specifications; they can be obtained at 5150 Snead Drive Fort Collins, Colorado. All work associated with installing the water lines that is NOT itemized in the bid tab shall be considered incidental to the work and will not be paid for separately. This includes, but is not limited to excavating and backfilling, valve boxes, plugs, thrust blocks, bedding materials, poly -wrap, chlorinating, pressure testing and all materials incidental to completing the installation and connections to existing water lines. Subsection 619.06 is revised to include the following: The contractor will be required to install the irrigation tap and meter pit to Fort Collins Loveland Water District the installation of the backflow preventer and access steel cage to City of Fort Collins Irrigation Specifications. Parks and recreation will have to finial inspection will have to be coordinated by the contractor. Subsection 619.05 is revised as follows: Payment will be made under: Pay Item and Pay Unit The pay unit is denoted by (). 619-01 20" x 8" Tapping Saddle & 8" Valve/Tap-TB-Valve Box/FCLWD Spec — (EA) 619-02 8" C-900 Water Main — (LF) 619-03 8" x 2" Temporary Blow -Off— (EA) 619-04 8" 22.5 Ductile Degree Bends — (EA) 619-05 Tie to Existing Irrigation — (EA) 619-06 '/a" Irrigation Service & Meter Pit/Copper-Corp-Curb Stop/FCLWD Spec & COFC Spec Backflow Preventer/Metal Screen Cover — (EA) The above prices and payment shall include full compensation for furnishing all labor, materials, tools, equipment, and incidentals, and for doing all the work involved in installing, ductile iron water pipe and valves, connecting to existing water lines according to the Fort Collins -Loveland Water District Standards, complete -in -place, as shown on the plans, as specified in these specifications, and as directed by the Engineer. END OF SECTION P:\Street Oversizing\South Lemay Avenue Widening Project 2006\Bid Docs\Construction Specs\Technical Specs SECTION 00300 BID FORM PROJECT: 5983 South Lemay Avenue Widening Project Place Date 1. In compliance with your Invitation to Bid dated and subject to all conditions thereof, the undersigned a (Corporation, Limited Liability Company, Partnership, Joint Venture, or Sole Proprietor) authorized to do business in the State of Colorado hereby proposes to furnish and do everything required by the Contract Documents to which this refers for the construction of all items listed on the following Bid Schedule or Bid Schedules. 2. The undersigned Bidder does hereby declare and stipulate that this proposal is made in good faith, without collusion or connection with any other person or persons Bidding for the same Work, and that it is made in pursuance of and subject to all the terms and conditions of the Invitation to Bid and Instructions to Bidders, the Agreement, the detailed Specifications, and the Drawings pertaining to the Work to be done, all of which have been examined by the undersigned. 3. Accompanying this Bid is a certified or cashier's check or standard Bid bond in the sum of ($ ) in accordance with the Invitation To Bid and Instructions to Bidders. 4. The undersigned Bidder agrees to execute the Agreement and a Performance Bond and a Payment Bond for the amount of the total of this Bid within fifteen (15) calendar days from the date when the written notice of the award of the contract is delivered to him at the address given on this Bid. The name and address of the corporate surety with which the Bidder proposes to furnish the specified performance and payment bonds is as follows: 5. All the various phases of Work enumerated in the Contract Documents with their individual jobs and overhead, whether specifically mentioned, included by implication or appurtenant thereto, are to be performed by the CONTRACTOR under one of the items listed in the Bid Schedule, irrespective of whether it is named in said list. 6. Payment for Work performed will be in accordance with the Bid Schedule or Bid Schedules subject to changes as provided in the Contract Documents. 7. The undersigned Bidder hereby acknowledges receipt of Addenda No. through 7/96 Section 00300 Page 1 South Lemay Avenue Widening Project (2006) REVISION OF SECTION 630 TRAFFIC CONTROL DEVICES Section 630 of the Standard Specifications is hereby revised as follows: Subsection 630.01 shall be revised as follows: Date: May 10, 2006 This work shall consist of famishing, installing, moving, maintaining and removing temporary traffic signs, advance warning arrows panels, barricades, channeling devices, and delineators as required by the latest revision of the "Manual on Uniform Traffic Control Devices for Streets and Highways" (MUTCD), the City of Fort Collins"'Work Area Traffic Control Handbook", June 1989 with Revisions dated May 29, 1991, and the City of Fort Collins' "Design Criteria and Standards for Streets, Subsection 1.4, "Barricades, Warning Signs, Signal Lights", July, 1986. This work includes use of the above devices to channelize or direct traffic away from the work zone, but does not include work zone protection. It is the Contractor's responsibility to protect his work zone and to protect Pedestrians and Bicyclists from potential hazards arising from his work until such time as the work has been completed and can be opened to traffic. Traffic Control Devices shall be measured and paid for under this section based upon a lump sum pay item. In the event of a conflict between the MUTCD criteria and the City's criteria, the City's criteria shall govern. Traffic control devices shall be placed and/or stored in the City right-of-way in such a manner that minimizes the hazards to pedestrians, bicyclists and vehicles. Proper placement and storage of traffic control devices will be subject to the Engineer's discretion. Traffic control devices shall be removed from the site immediately upon completion of the Work, but not before the concrete has cured sufficiently to allow vehicular traffic to use it. Message Boards — Will be placed to the plan designed by the City of Fort Collins. This item will be paid for per day (Day). Traffic Control — The scope for the traffic control has been described under Section 01580 Traffic Regulation. This item will be paid for as a lump sum (LS). Subsection 630.02 shall include the following: All traffic control devices placed for this project must meet or exceed the minimum standards set forth in the MUTCD. All traffic control devices shall be clean and in good operating condition when delivered and shall be maintained in that manner on a daily basis. All traffic control devices shall be clearly marked and free of crossed out information or any other form of defacement that detracts from the purpose for which they are intended (i.e. crossed out information, information written in long -hand style, etc.) Additionally, any sign blank with sign faces on both sides must have the back sign face covered when in use to avoid confusion to motorists traveling in the opposite direction and other potentially affected parties, such as residents affected by any information the sign may present. Subsection 630.05, the second paragraph shall include the following: The reflective material shall be API000 Polyester (Reflexite Corporation), 3M Type III or Transparent (Reflexite Corporation). Vinyl material is not acceptable unless its brightness is equivalent to or greater than the types named as approved by the Engineer. Subsection 630.08 shall be revised as follows: control on this project is the responsibility of the P:\Street Oversizing\South Lemay Avenue Widening Project 2006\Bid Docs\Construction Specs\Technical Specs Trohnieal Cnpec - 'AR South Lemay Avenue Widening Project (2006) Date: May 10, 2006 For this project, a Traffic Control Plan shall be prepared. The Traffic Control Plan shall be submitted for approval to the Traffic Division by 12:00 noon, two working days prior to the commencement of work. (Note: Traffic Control Plans for work done on Monday and Tuesday shall be submitted the previous Friday by 9:00 a.m.). Facsimiles of plans shall not be allowed. No phase of the construction shall start until the Traffic Control Plan has been approved. Failure to have an approved Traffic Control Plan shall constitute cause for the City to stop work, as well as the Contractor's forfeiture of payment for all work and materials at that location, with no adjustment in the contract time. The Traffic Control Plan shall include, as a minimum, the following: (1) A detailed diagram which shows the location of all sign placements, including advance construction signs (if not previously approved), fines doubled for speeding signs and speed limit signs; method, length and time duration for lane closures, and location of flag persons. (2) A tabulation of all traffic control devices shown on the detailed diagram including, but not limited to: construction signs; vertical panel; vertical panel with light; Type I, Type 11, and Type III barricades; cones; drum channeling devices; advance warning flashing or sequencing arrow panel. Certain traffic control devices may be used for more than one operation or phase. However, all devices required for any particular phase must be detailed and tabulated for each phase. (3) Number of flaggers to be used. (4) Parking Restrictions to be in affect. Approval of the proposed method of handling traffic is intended to indicate minimum devices needed to control traffic. Such approval does not relieve the Contractor of liability specifically assigned to him under this contract. Parking Restrictions shall be clearly shown on the Traffic Control Plan, including the location and quantity of "NO PARKING" signs, the date to be placed, and the date to be removed. Failure to have an approved Traffic Control Plan, including the Parking Restriction information listed above shall constitute cause for the City to stop work, as well as the Contractor's forfeiture of payment for all work and materials at that location, with no adjustment in the contract time. Subsection 630.09 shall be revised as follows: Traffic Control Management shall be performed by a Traffic Control Supervisor (TCS). The TCS(s) shall possess a valid Driver's License, a current American Traffic Safety Services Association (ATSSA) certification as a Worksite Traffic Control Supervisor or Colorado Contractor's Association (CCA) certification as a Traffic Control Supervisor. (Proof of certification shall be presented to the City Traffic Control Manager, and when requested by a City representative, for each TCS utilized on this project.) One TCS shall be designated as the Lead TCS. The Lead TCS shall have a minimum of one-year experience as a certified TCS. The Lead TCS shall be on site at all times during the construction. Qualifications shall be submitted to the Engineer for approval a minimum of one week prior to commencement of the work. The Lead TCS shall be equipped with a cellular phone. The cost of this phone shall be incidental to the work. The Lead TCS cellular phone number will be made available to the Engineer, Inspector, and the General Contractor It is the intent of the specifications that the Lead TCS be the same person throughout the project. If the Lead TCS is to be replaced during the project, the Engineer shall be given a minimum of one (1) weeks notice and qualifications shall be submitted for approval of the Lead TCS replacement. Payment for the TCS shall be included in the lump sum pay item. P:\Street Oversizing\South Lemay Avenue Widening Project 2006\Bid DocsWonstruction Specs\Technical Specs Technical Specs - 39 South Lemay Avenue Widening Project (2006) Date: May 10, 2006 The TCS's duties shall include, but not be limited to: (1) Preparing, revising and submitting Traffic Control Plans as required. (2) Direct supervision of project flaggers (3) Coordinating all traffic control related operations, including those of the Subcontractors, City Streets Department, and suppliers. (4) Coordinating project activities with appropriate police and fire control agencies, Transfort, school districts and other affected agencies and parties prior to construction. (5) Maintaining a project traEtC control diary which shall become Part of the City's project records. (6) Inspecting traffic control devices on every calendar day for the duration of the project. (7) Insuring that traffic control devices are functioning as required. (8) Overseeing all requirements covered by the plans and specifications, which contribute to the convenience, safety and orderly movement of traffic. (9) Flagging. (10) Setting up and maintaining traffic control devices. (11) Attending weekly progress meetings as requested by the Engineer and/or Contractor. (12) Shall perform a minimum of Five (5) complete site checks per day, during day light hours, including weekends and/or as requested by the City of Fort Collins representatives. Traffic control management shall be maintained on a 24-hour per day basis. The Contractor shall make arrangements so that the Traffic Control Supervisor or their approved representative will be available on every working day, "on call" at all times and available upon the Engineer's request at other than normal working hours. All traffic control devices shall be placed under the supervision of a Traffic Control Supervisor. The Traffic Control Supervisor shall have up to date copies of the City of Fort Collins' "Work Area Traffic Control Handbook", and Part VI of the MUTCD, pertaining to traffic controls for street and highway construction, available at all times. Subsection 630.13 shall be revised as follows: The Contractor shall supply and pay all costs associated with the traffic control for this project. Traffic Control devices as per the provided traffic control plans are minimum requirements, additional devices, signage may be required after initial set-up is completed This applies to all phases of this project. The accepted quantities will be paid for at the contract unit price for each of the pay items listed below: Payment will be made under: Pay Item and Pay Unit The pay unit is denoted by (). 630-01 Specialty Signs 3" Letters on 48" x 48" — (EA) 630-02 Message Boards (4 Boards for a total of 6 Days) — (Day) P:\Street Oversizing\South Lemay Avenue Widening Project 2006\Bid Docs\Construction Specs\Technical Specs Technical Specs - 40 South Lemay Avenue Widening Project (2006) Date: May 10, 2006 630-03 New Jersey Barriers — (LF) 630-04 Type III Barricades — (Section) 630-05 Traffic Control — (LS) Flaggers and all incidental equipment will not be measured and paid for separately, but shall be included in the Work. The flaggers shall be provided with electronic communication devices when required. These devices will not be measured and paid for separately, but shall be included in the Work. The cost of batteries, electricity and/or fuel for all lighting or warning devices shall not be paid for separately but shall be considered subsidiary to the item and shall be included in the Work. Sandbags will not be measured and paid for separately, but shall be included in the Work. The Contractor may provide larger construction traffic signs than those typically used in accordance with the MUTCD, if approved; however, no additional payment will be made for the larger signs. The City shall not be responsible for any losses or damage due to theft or vandalism. SPECIAL CONDITIONS FOR WORK ON ARTERIALS AND COLLECTORS NOTE: Cross street traffic shall be maintained at all times unless authorized by the Engineer in writing. NOTE: Full closures on arterials and collectors, including those listed above, will be allowed under extreme circumstances and only upon approval by the Engineer and City Traffic Division. Plans shall be approved a minimum of one week prior to the commencement of work and/or the time required to adequately notify the public through the media. SPECIAL CONDITIONS FOR WORK ON RESIDENTIAL STREETS NOTE: Full closures on all residential streets shall be allowed as shown on the traffic control plans only if approved by the City Traffic Division. END OF SECTION P:\Street Oversizing\South Lemay Avenue Widening Project 2006\Bid Docs\Construction Specs\Technical Specs Technical Specs - 41 CTLiTHOMPSON SUBGRADE INVESTIGATION AND PAVEMENT DESIGN SOUTH LEMAY AVENUE WIDENING FORT COLLINS, COLORADO Prepared For: CITY OF FORT COLLINS Engineering Department — Street Oversizing 281 North College Avenue P.O. Box 580 Fort Collins, Colorado 80522-0580 Attention: Mr. Quentin Egan Project No. FC03658-135 December 29, 2005 Revised March 9, 2006 4001 Automation Way I Unit 2011 Fort Collins, Colorado 80525 Telephone!970-206-945S Fax:970-206-9441 TABLE OF CONTENTS SCOPE 1 SITE AND PROJECT DESCRIPTION 1 FIELD AND LABORATORY INVESTIGATION 2 SUBSURFACE CONDITIONS 3 GRADING 4 EXPANSIVE SOIL MITIGATION 5 PAVEMENT DESIGN 6 PAVEMENT SELECTION 7 PAVEMENT MATERIALS 8 Asphaltic Concrete 8 Aggregate Base Course 10 Fly Ash Treatment 11 CONSTRUCTION DETAILS 13 MAINTENANCE 13 LIMITATIONS 14 FIGURE 1 - LOCATIONS OF SUBGRADE BORINGS FIGURE 2 - SUMMARY LOGS OF EXPLORATORY BORINGS APPENDIX A - LABORATORY TEST RESULTS SWELL/CONSOLIDATION TEST RESULTS GRADATION TEST RESULTS TABLE I - SUMMARY OF LABORATORY TEST RESULTS APPENDIX B - DESIGN CALCULATIONS APPENDIX C - MATERIAL PROPERTIES AND CONSTRUCTION CHECKLIST CITY OF FORT COLLINS - STREET OVERSIZING PROGRAM SOUTH LEMAY AVENUE WIDENING CTL 17 PROJECT NO. FC03659-135 E SCOPE This report presents the results of our geotechnical investigation for the proposed widening of South Lemay Avenue, from Nassau Way to Carpenter Road, in Fort Collins, Colorado. The purpose of this investigation was to obtain information regarding subsurface conditions within the alignment of the proposed widening. The report presents geotechnical design and construction criteria for the roadway widening in general conformance with Chapters 5 and 10 of the Larimer County Urban Areas Street Standards dated January 2, 2001 (repealed and reenacted October 1, 2002) as adopted by the City of Fort Collins. Our report includes a description of the subsoil and bedrock found in our exploratory borings, laboratory test results, recommended pavement section alternatives and construction and materials guidelines. The recommendations contained herein are based upon laboratory test results, Larimer County Urban Area Street Standards, the American Association of State Highway Transportation Officials (AASHTO) 1993 "Guide for Design of Pavement Structures," and our experience. SITE AND PROJECT DESCRIPTION The project site consists of approximately 3,000 feet of South Lemay Avenue from the intersection with Carpenter Road north to the intersection with Nassau Way, in Fort Collins, Colorado (see Figure 1). The existing road is two- lane asphalt -paved with curb and gutter along the west side and narrow paved shoulder along the east side. The north portion of the roadway alignment is bounded by Provincetowne (west) and Stanton Creek (east) subdivisions. The south portion is bounded by vacant land (west) and rural residences (Lemay Avenue Estates and Emerson Acres, east). A concrete ditch is present on the east side of the road throughout the northern portion of the widening alignment. Overhead power lines are also present along the east side of the entire alignment. The roadway alignment generally slopes down toward the south, as do the adjacent grades. Four 30 to 42-inch storm culverts cross under the alignment, at a low point in the roadway, approximately 500 feet north of Carpenter Road. CITY OF FORT COLLINS -STREET OVERSIZING PROGRAM SOUTH LEMAY AVENUE WIDENING 1 CTL I T PROJECT NO. FC03658-135 S;TROJECTS`FC03600 . FC036991FC03658.000 - South Lemay Ave. WldenfngI13512. RcperWR14FC03658435 R7 Lemay Wldenln0, revlsed.al The City of Fort Collins, Engineering Department Street Oversizing Program provided us with "50% Street and Utility Plans for South Lemay Avenue Widening (2005)," dated October 2005. Project plans are to widen the road to the east to accommodate four travel lanes with curb and gutter and a median in the north portion of the project. In addition, improvements are planned to the north side of Carpenter Road for turn lanes. We understand the existing pavement will be pulverized and used for base course and soil stabilization. New pavement will then be placed on the widened roadway. FIELD AND LABORATORY INVESTIGATION Our field investigation consisted of 8 borings drilled to depths of 5 to 10 feet. Six of the borings were drilled along the alignment of the proposed South Lemay Avenue widening, on the east side of the existing road. Two of the borings were drilled on the north side of Carpenter Road for the proposed turn lane improvements. The approximate locations of our borings are illustrated on Figure 1. The borings were drilled on November 30, 2005, with a 4-inch solid stem, truck - mounted auger. Bulk samples were obtained from the upper 10 feet of the borings and California samples were obtained from selected intervals within the borings. The number of blows from a 140-pound hammer falling 30 inches, required to drive the California samplers, were recorded and are presented on our summary logs of the borings, Figure 2. Laboratory testing was performed in general accordance with AASHTO and ASTM methods to determine index properties of the soils sampled and subgrade support values for those soil types influencing the pavement design. To evaluate potential heave, swell -consolidation testing was performed on 4 samples of the clay and claystone under a pressure of 150 psf. The soil types were classified and grouped, and a Hveem stabilometer test (R-Value) was performed on a composite sample of the clay soils. Two samples were tested for water-soluble sulfate content. Results of laboratory tests are presented in Appendix A and summarized in Table A -I. CITY OF FORT COLLINS - STREET OVERSIZING PROGRAM SOUTH LEMAY AVENUE WIDENING CTL I T PROJECT NO. FC03658.135 2 SAPROJECTS1FC03600 - FC03699WC03658.000 -South Leavy Ave. Wldenln04I35Q. RepoM)RPFC03658.135 R1 Lenvy Widealnp, tuvi"st) SUBSURFACE CONDITIONS One boring (S-1), drilled on Carpenter Road, encountered approximately 8 inches of asphaltic concrete (AC) pavement over approximately 8 inches of base course. The pavement/base course was underlain by clayey sand fill with occasional gravel. Boring (S-2), drilled on the unpaved shoulder of Carpenter Road, encountered clayey sand fill, natural sandy to silty clay and claystone bedrock. The claystone was encountered at a depth of 3.5 feet. Four of the borings (S-4, S-5, S-6 and S-8), drilled on South Lemay Avenue, encountered approximately 9 inches of asphaltic concrete (AC) pavement over approximately 15 to 20 inches of clayey sand fill with occasional gravel. The fill was underlain by sandy to slightly silty clay with occasional organic material and gravel lenses (S-5 and S-6). The remaining borings (S-3 and S-7), drilled on South Lemay Avenue, encountered similar thicknesses of asphaltic concrete and fill, over weathered and relatively unweathered claystone bedrock. The claystone was encountered at depths of 3.5 and 7 feet. We tested samples of the natural sandy to silty clay and claystone in the laboratory. These samples contained between 33 and 69 percent clay and silt - sized particles (passing the no. 200 sieve), had liquid limits between 34 and 69 percent, and plasticity indices between 24 and 52 percent. The samples classified as A-2-6, A-2-7, A-6 and A-7-6 in accordance with the AASHTO classification method with group indices ranging from 3 to 34. The more plastic of these clays and claystone were found in borings S-3, S-4 and S-7. Three samples of the clay and one sample of the claystone were tested for swell potential by wetting the samples after application of a 150 psf pressure. The samples of clay and claystone swelled between 0.4 and 3.3 percent. Based on the results of laboratory testing and City of Fort Collins requirements, we believe swell mitigation will be required for the Lemay Avenue widening. Hveem stabilometer testing (R-Value) was performed on a composite sample of representative clay soils from the subgrade alignment. The composite CITY OF FORT COLLINS -STREET OVERSIZING PROGRAM SOUTH LEMAY AVENUE WIDENING 3 CTL I T PROJECT NO. FC03658-135 S6WROJFCTS5pC03690 - FC036991FC03656-000 -South Lamay Ave. W Idenln0113512. Repo,WFI 1FC03656-135 R1 Lemay WldenIng, revised.dr m sample classified as A-7-6 soil, with a liquid limit of 56 percent and a plasticity index of 40 percent. The Hveem testing resulted in an R-Value of less than 5, since the sample squeezed out of the mold. Soluble sulfate concentrations of 0.11 and 0.48 percent were measured on two samples. The purpose of the sulfate testing was to determine the risk of increased swelling if chemical stabilization of the subgrade is performed and the likelihood of sulfate attack if portland cement concrete is used. Sulfate concentrations above 0.5 percent can cause an adverse reaction between the sulfates and the stabilizing agent, resulting in heaving of the subgrade if lime or fly ash stabilization is performed. Based on the results found, the sulfate concentrations should be reevaluated during the fly ash mix design (if selected) and verified in the field during construction. The use of sulfate resistant cement is recommended at this site. Groundwater was not encountered during drilling of our borings. Groundwater levels will vary seasonally and with changes in precipitation and irrigation amounts in the surrounding area. However, we do not anticipate groundwater will impact the proposed roadway construction. Groundwater may be encountered if excavations deeper than 10 feet are made. GRADING The preliminary grading plan indicates cuts and fills of up to about 3 feet will be made along the proposed widening alignment. We understand the existing irrigation ditch will be removed. Prior to commencing grading, any organic and deleterious material should be removed. Wet, soft soil may also be encountered in low areas. This material should be removed to expose stable soils prior to placing fill. Fill placed at the site should be moisture conditioned to between 1 percent below and 2 percent above optimum moisture content and compacted to at least 95 percent of standard Proctor maximum dry density (ASTM D 698). Fill should be free of organic or other deleterious material. CITY OF FORT COLLINS - STREET OVERSIZING PROGRAM SOUTH LEMAY AVENUE WIDENING 4 CTL I T PROJECT NO. FC03658-135 & WROJECTS'.FC03600. FC036"IFC03658.000. South Lowy Ave, Widonin0113312. Reporis'.RITC03658.135 R1 I- may Wldenin0, revlsed.rd BID SCHEE9LE (Base Bid, Project: South Lemay Avenue Widening (2006) Date: 05/10/2006 speclltem Description Estimated Estimated Unit Unit Cost Item Cost Number South Lemay Avenue Widenina: 202-01 Remove Pipe (RCP, CMP, PVC) 415 LF 202-02 Remove Existing FES (30" & 42" RCP) 4 EA 202-03 Remove Landscape Timbers and Concrete Block in Driveway (Lot 1 of Emerson Acres Subdivision) 1 LS 202-04 Remove Concrete Irrigation Manholes 2 EA 202-05 Remove Concrete Splitter Box 2 EA 202.06 Remove Existing Irrigation Brick Vault 6' x 6' Wide x 12' Deep 1 LS 202-07 Remove Concrete Ditch 1100 LF 202-08 Remove Curb And Gutter 235 LF 202-09 Remove Concrete Sidewalk 1356 SF 202-10 Saw Cut Asphalt 1156 LF 202-11 Rotomill Asphalt Pavement (Carpenter Road - 2" Depth) 2666 SY 202-12 Pulverize Asphalt In Place (5"-10" Depth) 10167 SY 202-13 Remove Existing Rip -Rap 289 SY 202-14 Transport Existing Rip -Rap To Drake & Ziegler 203 CY 202-15 Remove & Replace Existing Barricade (Type III) 1 EA 202-16 Remove Tree Stump (Grinding) 2 EA 202-17 Remove Fence (Various Types) 883 LF 202-18 Remove & Provide Temporary Mailbox - 3 EA 202-19 Cap Irrigation Sprinklers 2 EA W EXPANSIVE SOIL MITIGATION Expansive soils are present in the subgrade at this site. The presence of expansive soils implies that pavements may heave and be damaged. The risks associated with swelling soils can be mitigated by design, construction and maintenance procedures. The subgrade soils -tested had a moderate swell potential over the majority of the alignment. We believe the swell potential of these soils can be controlled by moisture conditioning and fly ash treatment. Moisture conditioning and fly ash treatment are discussed below. We understand the City is concerned about the risk of heave of the subgrade due to possible adverse reaction between the sulfates and the fly ash when stabilization is performed. We met with Mr. Quentin Egan and Mr. Rick Richter with the City of Fort Collins Engineering Department, on February 23, 2006, to discuss this concern and potential options to help mitigate the risk of heave due to potential ettringite formation. Our recommendations, as discussed and agreed upon by Mr. Egan and Mr. Richter are presented below. 1. A 3 to 4-inch thick layer of the pulverized asphalt should be tilled into the subgrade to a depth of 12 inches. 2. CTL j Thompson will then collect samples of the tilled subgrade at intervals of 500 feet along the roadway alignment. The samples will be returned to our laboratory and tested for soluble sulfate concentrations. We estimate results of testing will be available within approximately 2 to 3 days. 3. If one or more of the sulfate test results indicate a sulfate concentration of 0.5 percent or greater, then we recommend double treatment of the subgrade with fly ash. If the sulfate concentrations are below 0.5 percent then the subgrade can be treated with a single application of fly ash as recommended in our PAVEMENT MATERIALS section below. 4. If double treatment is necessary, based on the sulfate test results, then we recommend first treating the subgrade with 6 percent fly ash and allowing the treated subgrade to cure for a period of at least two weeks. This should allow a sufficient time for ettringite formation to occur. After the two week period, the subgrade should be treated again with 8 percent fly ash. This will help to break up any ettringite formation that has occurred and provide a more stable base for the pavement section. CITY OF FORT COLLINS - STREET OVERSIZING PROGRAM SOUTH LEMAY AVENUE WIDENING CTL I T PROJECT NO, FC03658-135 5 &%PR0JEC7'SVFC03600 - FC0369STC03658.000 -South Leomy Ave. Wdenin011351.2. Rapart5%R1tFC03658-135 R1 Lemay Vildening, revl5ed.rtf 5. Fly ash treatment recommendations presented in the PAVEMENT MATERIALS section of this report should be followed for each of the double treatment applications. PAVEMENT DESIGN We used the AASHTO design method in accordance with City of Fort Collins requirements for pavement design calculations. The portion of South Lemay Avenue addressed by this report is classified as a 4-lane arterial with a design Equivalent Daily Load Application (EDLA) of 200. These EDLA values are converted to Equivalent Single Axle Loads (ESALs) for a twenty-year design life. Hveem testing resulted in an R-value of less than 5. Therefore, we performed pavement design calculations using an R-Value of 3 to represent the highly plastic clays and claystone encountered in the subgrade. Our recommended pavement design section for the South Lemay Avenue widening is presented in Table I below. The City desires to use a pavement section consisting of asphaltic concrete on aggregate base course over fly ash treated subgrade. We understand the City plans to treat the existing subgrade with a minimum of 12% fly ash in the upper 1 foot for expansive soil mitigation purposes. According to the Larimer County Urban Area Street Standards, as adopted by the City of Fort Collins, credit for strength gain is not allowed for fly ash treatment in this manner. In order to use fly ash treated subgrade in the pavement section calculations, a mix design must be performed and the soil/fly ash mixture must achieve a minimum 7-day compressive strength of 150 psi. Our scope of work did not include design of a soil/fly ash mixture. If plans change, we are available to perform a soil/fly ash mix design. Portland cement concrete pavements were not considered as we understand the City wishes to match the existing pavement surface. Additional discussion regarding advantages and disadvantages of the pavement alternatives and their expected performance is included under PAVEMENT SELECTION. The following table presents a pavement section recommended for fly ash treated subgrade. CITY OF FORT COLLINS - STREET OVERSRING PROGRAM SOUTH LEMAY AVENUE WIDENING CTL I T PROJECT NO. FC03658.135 6 S:'YR0JECTSFC00600 • FC056991FCOM9.000 • South Le" Ave. WideneigM5R, RepoilsW UFC03658.a35 R1 Lei ay WIdenlnq, ovlsod.tlf TABLE RECOMMENDED PAVEMENT SECTION ON 12 INCHES OF FLY ASH TREATED SUBGI South Lemay Avenue, Carpenter Road to 7.0" AC + 6.0" ABC + 12.0" FATS Nassau Way 'Provided fly ash mix design indicates minimum compressive strength of 150 psi PAVEMENT SELECTION The City of Fort Collins generally requires a pavement section consisting of asphalt over aggregate base course. Asphalt over aggregate base course has had variable reported performance history in swelling soil environments. Some municipalities believe base course provides a flexible layer to help distribute swell of the subgrade and may reduce the likelihood of longitudinal cracks. Conversely, there have been problems where base course has "pushed" into wet clav subgrade. A geotextile fabric, such as Mirafi 500x or equivalent, can be used to help separate the subgrade and aggregate base course thereby reducing co - mingling of the aggregate base with the subgrade soil over time. We regard the use of geotextile fabric as optional for this project. The base course may also allow moisture to infiltrate under the pavement causing the base course to lose strength when wetted. An alternative to aggregate base course would be to use recycled asphalt or concrete base course. Asphaltic concrete over stabilized subgrade with or without aggregate base generally performs well in soils exhibiting moderate swell characteristics. The asphaltic concrete pavement over stabilized subgrade has a higher fatigue resistance than the other alternatives and will effectively reduce potential heave related damage to the pavement. We understand the City will likely use this alternative for this project. We believe serviceability will be increased, and maintenance reduced, if asphaltic concrete over stabilized subgrade is used. Stabilization done during winter months (when soil temperatures are 40°F or CITY OF FORT COLLINS - STREET OVERSIZING PROGRAM SOUTH LEMAY AVENUE WIDENING CTL I T PROJECT NO. FC03658-135 7 S:%PROJECTSIFC036o0- FC036991FC0365a.0U0-Soulh Lemay Ave. Wldening�13512. ReporlsIR11FC03659.135 R1 Lemay Widening, revlsed.01 0 lower) should consist of either fly ash or a lime and fly ash combination. Curing and strength gains of fly ash treated soils will decrease significantly in cooler weather. PAVEMENT MATERIALS Material properties and construction criteria for the pavement alternatives are provided below. These criteria were developed from analysis of the field and laboratory data, our experience and City of Fort Collins requirements. If the materials cannot meet these recommendations, then the pavement design should be reevaluated based upon available materials. All materials and construction requirements of the City of Fort Collins should be followed. All materials planned for construction should be submitted and the applicable laboratory tests performed to verify compliance with the specifications. Asphaltic Concrete (AC) Hot mix asphalt should be composed of a mixture of aggregate, filler, hydrated lime and asphalt cement. Some mixes may require polymer modified asphalt cement, or make use of up to 20% reclaimed asphalt pavement (RAP). A lob mix design Is recommended and periodic checks on the lob site should be made to verify compliance with specifications. 2. Hot mix asphalt should be relatively impermeable to moisture and should be designed with crushed aggregates that have a minimum of 80% of the aggregate retained on the No. 4 sieve with two mechanically fractured faces. 3. Gradations that approach the maximum density line (within 5% between the No. 4 and 50 sieve) should be avoided. A gradation with a nominal maximum size of 3/4 or 1l2 inches developed on the fine side of the maximum density line should be used. 4. Total void content, voids in the mineral aggregate (VMA) and voids filled should be considered in the selection of the optimum asphalt cement content. The optimum asphalt content should be selected at a total air void content of approximately 4%. The mixture should have a minimum VMA of 14% and between 65% and 80% of voids filled. CITY OF FORT COLLINS - STREET OVERSIZING PROGRAM SOUTH LEMAY AVENUE WIDENING CTL I T PROJECT NO. FC03658-135 8 SAPROJECTS4FC03600 • FC036991FC03656.000 - South Lumay Ave. Widoniog1135Q. ReportstRPFC03fi5&135 R1 Lumay W Boning, rov{sc0.rt1 5. Asphalt cement should meet the requirements of the Superpave Performance Graded Binders (PG). The minimum performing asphalt cement should be PG 64-22 for use along the Front Range. The use of PG 58-28 or PG 58-22 asphalt cement has been known to cause tenderness in pavements in the Front Range area and should be avoided. 6. Hydrated lime should be added at the rate of 1% by dry weight of the aggregate and should be included in the amount passing the No. 200 sieve. Hydrated lime for aggregate pretreatment should conform to the requirements of ASTM C 207, Type N. 7. Paving should only be performed when subgrade temperatures are above 40OF and air temperature is at least 40°F and rising. 8. Hot mix asphalt should not be placed at a temperature lower than 2450F for mixes containing PG 64-22 asphalt, and 290OF for mixes containing polymer modified asphalt. The breakdown compaction should be completed before the mixture temperature drops 200F. 9. The maximum compacted lift should be 3.0 inches and joints should be staggered. No joints should be placed within wheel paths. 10. Asphalt concrete should be compacted to between 92 and 96 percent of Maximum Theoretical Density. The surface shall be sealed with a finish roller prior to the mix cooling to 1850F. 11. Placement and compaction of hot mix asphalt should be observed and tested by a representative of our firm. Placement should not commence until the subgrade is properly prepared (or stabilized), observed, and proof -rolled. CITY OF FORT COLLINS • STREET OVERSIZING PROGRAM SOUTH LEMAY AVENUE WIDENING 9 CTL I T PROJECT NO. FCO3658.135 SAPROJECTSIFCO3500 - FC036991FC03658.000 -South Lemay Ave. YNdening11352. ReporlsIR1'FC03558.135 R1 Lemay W dening, reviseo.tll ■ Aggregate Base Course (ABC) 1. A Class 5 or 6 Colorado Department of Transportation (CDOT) specified aggregate base course should be used. A recycled asphalt or concrete alternative, which meets the Class 5 or 6 designation, is also acceptable. 2. Aggregate base course should have a minimum Hveem stabilometer value of 77. Aggregate base course or recycled concrete material must be moisture stable. The change in R-value from 300 psi to 100 psi exudation pressure should be 12 points or less. 3. If used, geotextile fabric (Mirafi 500x or equivalent) should be placed over the approved subgrade within 24 hours prior to placement of aggregate base course or recycled asphalt/concrete. Fabric should be rolled out longitudinally with minimum overlapped seams of 2.5 feet. No wrinkles should be permitted. 4. Aggregate base course or recycled asphalt/concrete should be laid in thin lifts not to exceed 8 inches, moisture treated to within 2% of optimum moisture content and compacted to at least 95% of modified Proctor maximum dry density (ASTM D 1557, AASHTO T 180). 5. Placement and compaction of aggregate base course or recycled concrete should be observed and tested by a representative of our firm. Placement should not commence until the underlying subgrade is properly prepared and inspected. CITY OF FORT COLLINS -STREET OVERSIZING PROGRAM SOUTH LEMAY AVENUE WIDENING 10 CTL I T PROJECT NO. FC03658-135 SAPROJECTSWC03600 • FC036991FC03658.000. goulh Lemay Ave. Wdenlig7135V. RepavWR11FC03558-135 R1 Lem y Wkdening. rcvlsed.q/ Fly Ash Treatment We recommend the following general procedures for construction of fly ash stabilized soils in cohesive materials based on requirements from Chapter 22 of the Larimer County Urban Area Street Standards, guidelines and information published by The Western Ash Company' and the American Society of Civil Engineers2 (ASCE), and our experience. 1. The subgrades should be shaped to final line and grade. 2. The fly ash used should meet requirements specified in ASTM C 593 and C 618. 3. Fly ash should be spread with a mechanical spreader from back of curb to back of curb for detached sidewalks or back of walk to back of walk for attached sidewalks. 4. Fly ash and subgrade soils should be mixed, and water added until a homogeneous, uniform mixture is obtained that is within 2 percent of laboratory determined optimum moisture content in accordance with ASTM D 558. 5. The fly ash/soil mixture should be compacted to at least 95% of the mixtures maximum dry density (ASTM D 558) if subsequent sub- base and/or base courses are to be placed. 6. The subgrades should be re -shaped to final line and grade. 7. Mixing, compaction and final shaping should be completed within 2 hours of addition of water to the fly ash/soil mixture. 8. The subgrade should be sealed with a pneumatic -tire roller that is sufficiently light in weight so as to not cause hair -line cracking of the subgrade. 9. The City requires a minimum of 2 days curing prior to paving (the surface of the stabilized area should be kept moist during the cure period by periodic, light sprinkling if needed). Strength gains will be slower during cooler weather. The City of Fort Collins requirements specify that traffic is not permitted on the treated subgrade during the curing period. '"In Place Soil Treatment With Class C Fly ash", Western Ash Company. 2',Use of Self -cementing Fly ashes as a Soil Stabilization Agent, Fly ash for Soil Improvement", American Society of Civil Engineers, Geotechnical Special Publication No, 36, October, 1993, CITY OF FORT COLLINS - STREET OVERSIZING PROGRAM SOUTH LEMAY AVENUE WIDENING 11 CTL I T PROJECT NO, FC03658-135 S:1PROJECTSWC03600 • FC0369%rC0365B.000 -South Lemay Am WlLie ningl13512. Repo WRIWC03658.135 R1 Len•ay Wld*ning, rudaud.rlf 10. We should be given a minimum advanced notice of at least 48 hours to prepare laboratory specimens to determine the fly ash/soil mixtures maximum dry density and optimum moisture content in order to meet the 2-hour compaction requirement specified above. 11. Final grading of the subgrade should be carefully controlled so the design cross -slope is maintained and low spots in the subgrade that could trap water are eliminated. 12. Once final subgrade elevation has been reached and the subgrade compacted and inspected, the area should be proof -rolled with a pneumatic tired vehicle loaded to at least 18 kips per axle. The proof -roll should be performed while moisture contents of the subgrade are still within the recommended limits. Drying of the subgrade prior to proof -roll or paving should be avoided. Areas of soft or wet subgrade should be remedied. The treated areas will gain greater strength if they are allowed to cure for 1 to 3 days prior to paving. Previous experience indicates the target strength of the fly ash/soil mixture should be approximately 160 psi at 7 days for 12 percent fly ash. Compressive strength specimens prepared during construction are required to receive full credit for the treated subgrade in pavement section calculations. Laboratory compressive strength specimens should be made and cured according to ASTM D 1632. Field cured specimens should be made according to ASTM D 1632 and cured in a protected area, such as a shallow covered pit, adjacent to the treated subgrade. If compressive strength specimens are not prepared during construction, the allowed credit for the treated subgrade will not be used in the pavement section design calculations. Strength gains will be slower during cooler weather, and are unlikely when the soil temperature is less than 40 degrees (F). Construction traffic on the treated subgrade prior to pavement section construction should be limited and the subgrade should be protected from freezing or drying at all times until paving. Moisture treatment without chemical stabilization may be preferable in detached sidewalk subgrade areas to reduce problems associated with landscaping. Maintaining moisture contents near optimum will be critical during subgrade preparation of these areas to achieve a stable surface. We believe moisture treatment of the upper 12 inches of sidewalk subgrade should be effective. Moisture treatment of the sidewalk subgrade soils should occur as CITY OF FORT COLLINS -STREET OVERSIZING PROGRAM SOUTH LEMAY AVENUE WIDENING 12 CTL I T PROJECT NO. FC03658-135 SBPROJECTSIFC03600 - FC036991FC01658.000 - Sooth Lcm y Ave. WIdenlna\195U. ReporWR1�FC03658.115 RI Lem y WldenlnB. revlsed.rIf close to the time of sidewalk construction as possible. The acceptable time period between subgrade treatment/preparation and sidewalk construction is variable depending on the time of year, weather conditions and other factors. However, the final subgrade surface must be protected from freezing or excessive drying until such time as the pavement section is constructed. Periodic sprinkling of the subgrade surface, covering the subgrade, or other protective measures may be required. Additional guidelines for subgrade preparation are presented below. CONSTRUCTION DETAILS The design of a pavement system is as much a function of the quality of the paving materials and construction as the support characteristics of the subgrade. The construction materials are assumed to possess sufficient quality as reflected by the strength coefficients used in the flexible pavement design calculations. These strength coefficients were developed through research and experience to simulate expected material of good quality, as explained herein. During construction careful attention should be paid to the following details - Placement and compaction of trench backfill. Compaction at curb lines and around manholes and water valves. r Excavation of completed pavements for utility construction and repair. Moisture treating or stabilization of the subgrade to reduce swell potential. Design slopes of the adjacent ground and pavement to rapidly remove water from the pavement surface. MAINTENANCE We recommend a preventive maintenance program be developed and followed for all pavement systems to assure the design life can be realized. Choosing to defer maintenance usually results in accelerated deterioration leading to higher future maintenance costs, and/or repair. A recommended maintenance program is outlined in Appendix C. CITY OF FORT COWNS - STREET OVERSIZING PROGRAM SOUTH LEMAY AVENUE WIDENING CTL 17 PROJECT NO. FC03658-135 13 S.WROJEC7SiFCG3600 • FC03699TC:03656.000 - South Lem y Ave. WYden Inuo352. Rcpor151,RrFC03659435 Rt Lem y M9aening, revised,itf LIMITATIONS The pavement and construction recommendations are based upon our field observation and testing, minimum traffic levels, and design criteria required by the City of Fort Collins and the AASHTO design methods. The design procedures were formulated to provide sections with adequate structural strength. Routine maintenance, such as sealing and repair of cracks, is necessary to achieve the long-term life of a pavement system. If the design and construction recommendations cannot be followed, or anticipated traffic loads change considerably, we should be contacted to review the recommendations. We believe the geotechnical services for this project were performed in a manner consistent with that level of care and skill ordinarilv exercised by members of the geotechnical engineering profession currently practicing under similar conditions in the locality of the project. No warranty, express or implied, is made. If we can be of further service in discussing the contents of this report, or in the analyses of the proposed pavement systems from a geotechnical point of view, please call. CTL I THOMPSON, INC. Gary A. Diewald Project Engineer (4 copies sent) Reviewed by: R.B. "Chip" Leadbetter, III, PE Project Engineer CITY OF FORT COLLINS -STREET OVERSIZING PROGRAM SOUTH LEMAY AVENUE WIDENING CTL I T PROJECT NO. FC03658-135 14 S:IPRO.JECTSTG03600-FC03699WC03650.000 -5adh Lemay Ave. WideningY1359. RepagstRIWC03658-135 RI Lemay Widening, revlsed.rtt CONTRACT DOCUMENTS TABLE OF CONTENTS Section Pages BID INFORMATION 00020 Notice Inviting Bids 00020-1 - 00020-2 00100 Instruction to Bidders 00100-1 - 00100-9 00300 Bid Form 00300-1 - 00300-3 00400 Supplements to Bid Forms 00400-1 00410 Bid Bond 00410-1 - 00410-2 00420 Statements of Bidders Qualifications 00420-1 - 00420-3 00430 Schedule of Major Subcontractors 00430-1 CONTRACT DOCUMENTS 00500 Agreement Forms 00500-1 00510 Notice of Award 00510-0 00520 Agreement 00520-1 - 00520-6 00530 Notice to Proceed 00530-1 00600 Bonds and Certificates 00600-1 00610 Performance Bond 00610-1 - 00610-2 00615 Payment Bond 00615-1 - 00615-2 00630 Certificate of Insurance 00630-1 00635 Certificate of Substantial Completion 00635-1 00640 Certificate of Final Acceptance 00640-1 00650 Lien Waiver Release(Contractor) 00650-1 - 00650-2 00660 Consent of Surety 00660-1 00670 Application for Exemption Certificate 00670-1 - 00670-2 CONDITIONS OF THE CONTRACT 00700 General Conditions 00700-1 - 00700-34 Exhibit GC -A GC -Al - GC-A2 00800 Supplementary Conditions 00800-1 - 00800-2 00900 Addenda, Modifications, and Payment 00900-1 00950 Contract Change Order. 00950-1 - 00950-2 00960 Application for Payment 00960-1 - 00960-4 SPECIFICATIONS SOILS REPORT Project: South Lemay Avenue Widening (2006) Date: 05/10/2006 Spec/ltem Number Description Estimated Quantity Unit Unit Cost Item Cost 203-01 Unclassified Excavation (Including 8" of Existing Road) 1,865 CY 203-02 Embankment -(CIP) 4,304 CY 203-03 Stockpile & Place Pulverized Asphalt 2439 CY 203-04 Clear and Grub 1 LS 203-05 Borrow ABC (Class 5 or 6) - (CIP) 100 TON 203-06 Muck Excavation - (CIP) 361 CY 203-07 Topsoil - (Stripping, Stockpiling, Placing) - 6" Depth 1876 CY 203-08 Temporary Access - All Weather Road (2000' x 12') 657 TN 203-09 Median Splashblock/ Hardscape Shaping - (CIP) 8962 SF 203-10 Potholing 1 LS 203-11 Flowfill Section Over Shallow Utilities 600 LF 203-12 Import Screened Topsoil 3" Depth (BOC to sidewalk) - (CIP) 158 CY 208-01 Erosion Control 1 LS 210-01 Adjust Manhole Ring/Cover 8 EA 210-02 Modify Manhole 1 EA 210-03 Adjust Valve Box (FCLWD) 7 EA 210-04 Abandon Water Service 2 EA 210-05 R & R Existing Water Meter Pit To New ROW Location 3 EA 210-06 Reset Mailbox United States Postal Standards 3 EA 210-07 Relocate Gate to ROW 1 LS LEMAY AMDIUE )T a CITY 0: FORT , PROMWXTOME COLLINS LAW � PUO FlItNG 2 LOT 3 LOT 2 LOT 1 YROPOM ROR LEGEND: S-1 INDICATES APPROXIMATE LOCATION OF SUBGRADE BORING 1 TRACT C LEMAY AWNUE ESTATES (POP APPROWD) i SOUTH LEMAYAVENUE S-3 S4 S-5 S-6 S-7 S-S 15112 ba12112 50/3 Fay bQ Ada FbQ Fbq . .,i , _ i - .00 - 40 - - 10 21LLED ON 11130/2005, USING 4-INCH DIAMETER LUGER AND A TRUCK -MOUNTED DRILL RIG. _RE STAKED BY A REPRESENTATIVE OF OUR FIRM ECT TO THE EXPLANATIONS, LIMITATIONS AND CONCLUSIONS IN LEGEND: ASPHALTIC CONCRETE BASE COURSE FILL, SAND, CLAYEY, OCCASIONALLY GRE GRAY BROWN CLAY, SANDY TO SLIGHTLY SILTY, STIFF'. BROWN TO DARK GRAY (CL,CH) F1GRAVEL, CLAYEY, DENSE, MOIST, BROWIk.. GRAVEL, SANDY, VERY DENSE, SLIGHLY A 16 ® WEATHERED CLAYSTONE, FIRM TO HARD ACLAYSTONE, VERY HARD, MOIST, OLIVE B DRIVE SAMPLE, THE SYMBOL 26112 INDICA FALLING 30 INCHES WERE REQUIRED TO I BULK SAMPLE FROM AUGER CUTTINGS. e APPENDIX A LABORATORY TEST RESULTS CITY OF FORT COLLINS - STREET OVERSIZING SOUTH LEMAY AVENUE WIDENING CTL I T PROJECT NO. FC03658-135 & WROJECTSTC03600-FC036991FC03658,000 - South Lortmy Ave. Widoning11354. RepogstRPFC03658-135 Ri Lem y Widening, revlsed.nf 7 6 s 4 3 2 1 4 -1 -2 -3 z O N � z Q IL X W s e 0 z O N -s Uj W IX a 2 -7 O U 0.1 1.0 APPLIED PRESSURE - KSF Sample Of CLAY, SANDY (CL) From S-2 AT 2 FEET CITY OF FORT COLLINS STREET OVEHSIZING SOUTH LFMAY AVENUE'NIDEM.NG CTL ITPROJECT NO, FC03658-135 16 100 SAMPLE DRY UNIT WEIGHT- 106 PCF SAMPLE MOISTURE CONTENT- 19.3 % Swell Consolidation Test Results FIG. A-1 sum 7 6 5 4 3 2 1 0 -1 -2 -3 Z O to -4 Z Q a x 0 Z O y .6 V) W x IL rG -7 O U 0.f 1.0 10 100 APPLIED PRESSURE - KSF Sample Of CLAY, SANDY (CH) SAMPLE DRY UNIT WEIGHT- 103 PCF From S-4 AT 4 FEET SAMPLE MOISTURE CONTENT= 22.1 . Swell Consolidation CITY OF FORT COiI.INS Test Results FIG, A-2 STREET OVERSIZING SOUTH LEMA`! AVENUE WIDENING CTL I T PROJECT NO. FC03658-135 3 2 in z o 0 z a a -1 x W 0 0 -2 U) W CC -3 a 2 0 U -4 0.1 I .o APPLIED PRESSURE - KSF Sample of WEATHERED CLAYSTONE From S-7 AT 2 FEET 3 2 1 z 0 A N z a a x W 1 U z _0^ -2 IVw/ Vl W x - 0. 3 2 0 U 4 10 SAMPLE DRY UNIT WEIGHT= SAMPLE MOISTURE CONTENT= too 108 PCF 19.4 % 0.1 1 A 10 100 APPLIED PRESSURE - KSF Sample of CLAY, SANDY (CL) SAMPLE DRY UNIT WEIGHT= 105 PCP From S-8 AT 2 FEET SAMPLE MOISTURE CONTENT= 20.1 ° Swell Consolidation CITY OF FORT COLLINS Test Results FIG. A-3 STREETOVERSIZING SOUTH LEIAAY AVENUE WIDENING rTI IT 00n ICrT 1 .n C(`!1ggf ._ I,. HYDROMETER ANALYSIS I SIEVE ANALYSIS 25 HR 7 HP TIME READINGS U.S. STANDARD SERIES CLEAR SOUARE OPENINGS 45VIN, I5MIN. 04`11N.19MIN. 41AN. IMIN. "J_Ca '1C0-50'40'20 116 110-8 -4 YB' 3'4' V.Z 3- 5*6'8' 1C0 . . _ 0 m 70 . . .. .r, .._ .-.. _. ... 30 w Z Z N 4 ¢ 60 40 w a G U50 ,.. ...,. ... _.. ..-. .._ _. _. SO z 2 w 40 60 w 30 70 10 go 0 _ .. _._ ._ _ _..... ..074 ..._.. .. _. -. IfiO .. .03% 0032 ."`rA` .ow ,p 1'i .M7. '140 2W 1.19 202.35 4.74 9.52 19.1...3611 76.2 127�200 0J25§IO DIAVETFR OF PARTICLE IN 1.11LW&TERS SANDS GRAVEL CIAY (PLASTIC) TO SILT (NON-PLASTIQ FINE MEDIU'd COAR:iE F'.NE COARSE COBBLES Sample of SAND, CLAYEY (SC) WVEL 12 % SAND 43 % From S-2 AT 0 TO4 FEET SILT &GAY 45 % LIQUID LIMIT 34 % PLA$TOTY INDEX 24 % HYDROMETER ANALYSIS I SIEVE ANALYSIS 25 HR. 7 HR. TIME READINGS O.S. STANDARD SERIES CLEAR SOUARE OPENINGS 45 MO.. ISMIN. 801AIN.OWN. 4W4. TMIN. '200 100 1w 140'30 '16 '10'8 '4 318' 3.'•1• 11_ 3' 516' 8' 10 20 13 70 . _ _.. .. . __ - .... - 30 IL — Z R 60 _...: .. .. _ .. 40 Iu n ..:. 2 Zz U rya 55p 2 ¢ W 2 40 LLI 30 _ .. 4000 .. _... .. .. .. __ - 70 20 _ _. .. ... ._... .... .. -- 60 90 p ..._ 001 O.0O2 C05 .009 019 .037 .074 .149 297 1.19 2.0 238 4.76 952 19.1 36.1 762 127 200 0.4?59a 52 DIAMETER OF PARTICLE IN!d'..LLINIETERS CLAY (PLASTIC) TO SILT (NON -PLASTIC) SANDS GRAVEL FINE I TEDIUM COARSE FINE COAHSE I CCBBLES SOmple of SAND, CLAYEY (SC) From S-4 AT 0 TO 4 FEET CITY OF FORT COLLINS STREET OVERSIZING SOUTH LEMAY AVENUE WIDENING CTL I T PROJECT NO. FC03658-135 GRAVEL 16 % SAND SILT & CLAY 33 % LIQUID LIMIT PLASTICITY INDEX Gradation Test Results 51 38 % 26 % FIG. A-4 HYDROMETER ANALYSIS SIEVE ANALYSIS 25 HR. IHR. TIME READINGS U.S. STANDARD SERIES CLEAR SQUARE OPENINGS 46 WIN. •*5.04. 60M1N. 49 MIN. 4'Mik ;I MN. '"20D '10O *501401" '46 ••t0"8 "4 IV 8!4' 112' -3. re. 6' 0 .. .... .. .., _. ,. .. 10 ID 70 30 w 40 t 60 ¢ ¢ w w 00 -_ _.. .... - -.... _ _. 70 93 .. _. -- - -.014 __... .. _. .. .. _ ... _. ... _. v. _._ .. .. ._ 0.002 .0v5 CST+ .007 074 .140 297 .590 t.to 2.0 239 4.+5 9.52 t9.t 5B 1 70.2 f2t ?q0 'C01 0.42 I52 DIAMETER OF PARTICLE IN MILLIMETERS SANDS GRAVEL CLAY (PLASTIC) TO SILT (NON -PLASTIC) FINE MEDIUM COARSE FINE COARSE I C08aLES Sample Of SAND, CLAYEY (SC) GRAVEL 16 % SAND 51 % From S-5 AT 0 TO 4 FEET SILT & CLAY 33 % LIQUID LIMIT 40 % PLASTICITY INDEX 29 % HYDROMETER ANALYSIS SIEVE ANALYSIS 28 HR, 7 HR. T:'ME READINGS U.S. STANDARD SERIES CLEAR SQUARE OPENINGS a.i MIN. 15 MIN. 60 MIN. 19 MIN- 4 MIN. I MIN. '200 1100 150 140 '3O ' 16 '10 '6 -4 18, 3/4' 1 YV 3' 5 8' 8' 90 _.... .,... .. .. .. _... .. .. . 10 80 ... _ _. .. - .. ....... _.... ...... .. .. 20 to £ .30 ,.. - .-.. 40 a w F 40 rc a 30 ... _ ,. _ _ ._. ._ . .. ._ _ _ . 70 20 . ... _ .. _ ._ .. - _. .. 80 10 . .. .... ... _... . _. 9C 001 OA02 .t'S .319 .W7 .074 .149 297 .590 119 2.0 2.36 4.76 9.52 19.1 36.1 76.2 127 ma's 0'.4 DIAMETER OF PARTICLE IN MILLMETERS CLAY (PLASTIC) TO SILT (NON -PLASTIC.) SANDS GRAVEL FINE I MELAU'A COARSE FINE COARSE I COBBLES Sample of From CITY OF FORT GOLL',NS STREET OVLRSIZING SOUTH LEMAY AVENUE WIDLNING CTL' T PROJECT NO. FC0365B-135 GRAVEL % SAND SILT & CLAY % LIQUID LIMIT PLASTICITY INDEX Gradation Test Results FIG. A-5 TABLE A -I SUMMARY OF LABORATORY TEST RESULTS m HOLE DEPTH (FEET) TYPE MOISTURE (°!) DRY DENSITY (PCF) WEAL TEST DAYA PASSING NO. 200 SIEVE (%) ATTERBERG LIMIT R-VALUE AASHTO CLASSIFICATION GROUP INDEX WATER SOLUBLE SULFATES N SOIL TYPE SWELL APPLIED PRESSURE (PSF) LIOUID LIMIT (%) PLASTICITY INDEX (46) S-1 0 TO 4 BULK 39 41 29 A-7.6 5 SAND, CLAYEY (SC) S-2 2 CAL 19.3 106 2.0 ISO CLAY, SANDY CL S-2 0 TO 4 BULK 12.6 45 34 24 A-6 6 SAND, CLAYEY SC S-3 OT04 BULK 39 58 43 A-7.6 9 ISAND, CLAYEY SC S-4 0 TO 4 BULK 14.0 33 38 26 A-2-6 3 SAND, CLAYEY (SC) S-4 4 CAL 22.1 103 3.3 150 0.480 CLAY, SANDY CH S-4 4 TO 9 BULK 69 69 52 A-7-6 34 CLAY, SANDY CH S-5 0 TO 4 BULK 13.9 33 40 29 A-2.6 3 SAND, CLAYEY (SO) S-6 0 TO 4 BULK 35 48 35 A-2-7 5 SAND, CLAYEY SC S-7 2 CAL 19A 108 3.1 150 0.110 WEATHERED CLAYSTONE S-7 0 TO 4 BULK 38 55 42 A-7-6 8 SAND, CLAYEY SC S-7 4 TO 9 BULK 51 61 46 A-7-6 18 CLAYSTONE S-8 2 CAL 20.1 105 0.4 150 CLAY, SANDY (CL S-8 0 TO 4 BULK 29 44 32 A-2-7 3 SAND, CLAYEY (SC) COMBINED S-3, S-6, S-7 O TO 4 BULK 36 56 40 < 5 A-7-6 7 SAND. CLAYEY (SC) QTYQF F�l o01-s< S MSET crrEFf.:?a:�rki APPENDIX B DESIGN CALCULATIONS CITY OF FORT COLLINS -STREET OVERSIZING SOUTH LEMAY AVENUE WIDENING CTL I T PROJECT NO. FC03658-135 5:1PROJEC MFC03600 - FC0369%FC03650.000 - SOLth Lemay Ave.' Nidaning11752. RaportstR 11FC03556.135 HI Lomay Widening, revised stl Project: South Lemay Avenue Widening (2006) Date: 05/10/2006 Speclltem Estimated Number Description Quantity Unit Unit Cost Item Cost 304-01 Aggregate Base Course - (Class 5 or 6) - 6" Depth - (CIP) 304-02 Aggregate Base Course Patch Placement - (Class 5 or 6) -6" Depth - (CIP) 304-03 Gravel Shoulder - Class 5 or 6 Aggregate Base (4" Depth) 306-01 Reconditioning (8") 307-01 Option A - Flyash Subgrade Stabilization - ( 6% ) 307-02 Option A - Flyash Subgrade Stabilization - (8%) 307-03 Option A - Flyash Operation Mobilization 403-01 Hot Bituminous Pavement - Grading S-100 (3" Depth) - (PG 64-28) 403-02 Hot Bituminous Pavement - Grading SG-100 (4" Depth) - (PG 64-22) 403-03 Overlay Existing Lemay- Grading S-100 (2" Depth) - (PG 64-28) 403-04 Overlay Existing Carpenter- Grading S-100 (2" Depth) - (PG 64-28) 403-05 Asphalt Leveling Course 3/4 Grading S-100 (PG 64-22) 403-06 Asphalt Paver Patching Carpenter Rd. - Grading SG-100 (4" Depth) - (PG 64-22) 403-07 Asphalt Patching - Grading SG-100 (4" Depth) - (PG 64-22) 420-01 Geotextile Paving Membrane 506-01 10'x45' Type L Rip -Rap, 6" Topsoil (CIP Per Detail) 506-02 6'x6' Type L Rip -Rap, 6" Topsoil (At the end of Curb and Gutter for Erosion Prevention) 603-01 42" RCP Class III 603-02 42" RCP Class III FES 603-03 30" RCP Class III 7615 TON 100 TON 45 TON 937 BY 23502 SY 23502 BY 1 EA 3,607 TON 4,809 TON 2,038 TON 576 TON 400 TON 200 TON 50 TON 200 SY 55 SY 3 EA 101 LF 3 EA 25 LF Project: South Lemay Widening Job No. FC03658-135 What is the Design ESAL ? 1,46%000 What is the Serviceability Loss ? 2.0 What is the Reliability ? 90 What is the Standard Deviation ? 0.44 What is the R-value ? 3 Computed Resilient Modulus = 29834 psi If R is not available, Input Resilient Modulus = psi DESIGN RESILIENT MODULUS = 2,834 psi DESIGN STRUCTURAL NUMBER (SN) Full Depth AC 'thickness on Subgrade is 11.3 inches What is the AC Layer Coefficient ? t.44What is the ABC Layer Coefficient ? What is the FASS Layer Coefficient? 0 7.5 inches AC over 15.2 inches Aggregate Base Course 1=1inches AC over 12.3 inches Fly Ash Stabilized Subgrade IF 7.1--1 inches AC over 6.0 inches ABC over =Inches FASS NOTES: AC = Asphalt Concrete. ABC = Aggregate Base Course, FASS = Fly Ash Stabilized Subgrade This table presents design parameters and pavement thickness calculations, and should not be used for construction purposes. Final pavement thicknesses are presented in the report. PROJECT NO. FC03658-135 FIGURE B-1 APPENDIX C GUIDELINE MAINTENANCE RECOMMENDATIONS MAINTENANCE RECOMMENDATIONS FOR FLEXIBLE PAVEMENTS CITY OF FORT COLLINS • STREET OVERSIZING SOUTH LEMAY AVENUE WIDENING CTL I T PROJECT NO, FC03658-135 S-.1PROJECTS�FC03600 • FC036981FC03658.000 - South Lomay Avo. Wldoaingl135Q. ReporWRI5FC03658.135 R1 Lemay Wldentng, revl5vd,rd APPENDIX C GUIDELINE MAINTENANCE RECOMMENDATIONS MAINTENANCE RECOMMENDATIONS FOR FLEXIBLE PAVEMENTS A primary cause for deterioration of pavements is oxidative aging resulting in brittle pavements. Tire loads from traffic are necessary to "work" or knead the asphaltic concrete to keep it flexible and rejuvenated. Preventive maintenance treatments will typically preserve the original or existing pavement by providing a protective seal or rejuvenating the asphalt binder to extend pavement life. 1. Annual Preventive Maintenance a. Visual pavement evaluations should be performed each spring or fall. b. Reports documenting the progress of distress should be kept current to provide information on effective times to apply preventive maintenance treatments. C. Crack sealing should be performed annually as new cracks appear. 2. 3 to 5 Year Preventive Maintenance a. The owner should budget for a preventive treatment at approximate intervals of 3 to 5 years to reduce oxidative embrittlement problems. b. Typical preventive maintenance treatments include chip seals, fog seals, slurry seals and crack sealing. 3. 5 to 10 Year Corrective Maintenance a. Corrective maintenance may be necessary, as dictated by the pavement condition, to correct rutting, cracking and structurally failed areas. b. Corrective maintenance may include full depth patching, milling and overlays. C. In order for the pavement to provide a 20-year service life, at least one major corrective overlay should be expected. CITY OF FORT COLLINS - STREET OVERSQING SOUTH LEMAY AVENUE WIDENING CTL I T PROJECT NO. FC03658.135 S:TROJECTSSFC03600 - FC036991FC03658.000 -South Lemay Avo. Wideningl135Q. Repans%R1tFC0365a-135 RI Lemay Wldaning. rwised.rtf Project: South Lemay Avenue Widening (2006) Date: 05/10/2006 Spec/Item Number Description Estimated Quantity Unit Unit Cost Item Cost 603-04 30" RCP Class III FES 1 EA 603-05 Install Concrete Field Collar 4 EA 604-01 10' Type R Inlet 1 EA 604-02 Median Underdrain Pipe System - (4" Perforated Pipe) 507 LF 604-03 Median Underdrain Pipe System - (4" Solid Pipe) 194 LF 604-04 4" Median Under Drain Clean Out 8 EA 604-05 Tie To Existing Storm Sewer Manhole for 4" Underdrain (Core Drill and Connect with Non -shrink Grout) 2 EA 604-06 8" SDR-35 Sewer Main 467 LF 604-07 Tie To Existing Sanitary Sewer Manhole Per FCLWD Spec 1 EA 604-08 4' Diameter Sewer Manhole 1 EA 604-09 Remove Existing Sewer Stub 60 LF 604-10 4" PVC Conduit Sleeving 620 LF 607.01 Orange Safety Fence 2300 LF 607-02 Smooth Wire Fence 883 LF 608-01 Concrete Sidewalk (6") 937 SY 608-02 Concrete Pedestrian Access Ramps with Truncated Domes (8") 60 SY 608-03 Concrete Drive Approach (6") 750 SF 608-04 6" Concrete Driveway Replacement 576 SF 608-05 Hi -Early Concrete (24 Hour) 50 CY 608-06 Flowable Fill Concrete 300 CY Project: South Lemay Avenue Widening (2006) Date: 05/10/2006 Spec/Item Estimated Unit Unit Cost Item Cast Number Description Quantity 608-07 Exposed Aggregate Median Splashblock (4") 609-01 Vertical Curb & Gutter (30") 609-02 Ouffall Curb & Gutter (18") 609-03 Driveway Curb Cuts (25' Width) 609-04 R & R Vertical Curb and Gutter 609-05 R & R Concrete Sidewalk 619-01 20" x 8" Tapping Saddle & 8" Valve/ Tap -TB -Valve Box/ FLWD Spec 619-02 8" C-900 Water Main 619-03 8" x 2" Temporary Blow -Off 619-04 8" 22.5 Ductile Degree Bends 619-05 3/4" Irrigation Water Service & Meter Pit / Copper -Corp -Curb Stop/ FLWD Spec & COFC Spec Backf ow Preventer/Metal Screen Cover Subtotal South Lemay Widening Quantities: Landscaoina Quantities: 2810-01 Irrigation 2000-01 Dry Land Seed 2000.02 Topsoil - 60/40 compost mix for center median 8962 SF 2780 LF 2&42 LF 3 EA 50 LF 20 SF 2 EA 141 LF 2 EA 2 EA 1 EA 0 SF 0.30 AC 288 CY Subtotal Landscaping Quantities: S Project: South Lemay Avenue Widening (2006) Date: 05/10/2006 Spec/itemDescription Estimated NumberrQuantity Unit Unit Cost item Cost Quantity Miscellaneous Quantities: - Contract Bond 625-01 Construction Surveying 626-01 Mobilization 630-01 Specialty Signs 3" Letters On 48" x 48" 630-02 Message Boards (4 Boards for a total of 6 Days) 630-03 Jersey Banners 630-04 Type III Barricades 630.05 Traffic Control 1.00 LS 1.00 LS 1.00 LS 7 EA 6 DAY 50 LF 8 3ECTION 1 LS Subtotal Misc. Quantities: $ TOTAL PROJECT COST (South Lemay Widening with OPTION "A" Flyash, Landscaping Quantities, Misc. Quantities)= $ ALTERNATE "B" FLYASH QUANTITIES: Flyash Quantities: 307-01 Option B - Flyash Subgrade Stabilization - (12%) 23502 SY Dollars Cents 9. PRICES' The foregoing prices shall include all labor, materials, transportation, shoring, removal, dewatering, overhead, profit, insurance, etc., to cover the complete Work in place of the several kinds called for. Bidder acknowledges that the OWNER has the right to delete items in the Bid or change quantities at his sole discretion without affecting the Agreement or prices of any item so long as the deletion or change does not exceed twenty-five percent (250) of the total Agreement Price. RESPECTFULLY SUBMITTED: Company Signature Date Title License Number (If Applicable) (Seal - if Bid is by corporation) Attest: Address Telephone 7/96 Section 00300 Page 8 SECTION 00400 SUPPLEMENTS TO BID FORMS 00410 Bid Bond 00420 Statement of Bidder's Qualifications 00430 Schedule of Subcontractors 7/96 Section 00410 Page 1 SECTION 00410 BID BOND KNOW ALL MEN BY THESE as Principal, and hereby held and firmly bound OWNER, in the sum of $ payment of which, well and truly to be made, we hereby jointly bind ourselves, successors, and assigns. PRESENTS: that we, the unto the City of Fort Collins undersigned as Surety, are Colorado, as for the and severally THE CONDITION of this obligation is such that whereas the Principal has submitted to the City of Fort Collins, Colorado the accompanying Bid and hereby made a part hereof to enter into a Construction Agreement for the construction of Fort Collins Project, 5983 South Lemay Avenue Widening Project. NOW THEREFORE, (a) If said Bid shall be rejected, or (b) If said Bid shall be accepted and the Principal shall execute and deliver a Contract in the form of Contract attached hereto (properly completed in accordance with said Bid) and shall furnish a BOND for his faithful performance of said Contract, and for payment of all persons performing labor or furnishing materials in connection therewith, and shall in all other respects perform the Agreement created by the acceptance of said Bid, then this obligation shall be void; otherwise the same shall remain in force and effect, it being expressly understood and agreed that the liability of the Surety for any and all claims hereunder shall, in no event, exceed the penal amount of this obligation as herein stated. The Surety, for value received, hereby stipulates and agrees that the obligations of said Surety and its BOND shall be in no way impaired or affected by any extension of the time within which the OWNER may accept such Bid; and said Surety does hereby waive notice of any such extension. Surety Companies executing bonds must be authorized to transact business in the State of Colorado and be accepted by the OWNER. 7/96 Section 00410 Page 2 IN WITNESS WHEREOF, the Principal and the Surety have hereunto set their hands and seals this day of , 20 , 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: Address: By: Title: ATTEST: By: (SEAL) By: Title: SURETY (SEAL) 7/96 Section 00410 Page 3 SECTION 00420 STATEMENT OF BIDDER'S QUALIFICATIONS All questions must be answered and the data given must be clear and comprehensive. This statement must be notarized. If necessary, questions may be answered on separate attached sheets. The Bidder may submit any additional information he desires. 1. Name of Bidder: 2. Permanent main office address: 3. When organized: 4. If a corporation, where incorporated: 5. How many years have you been engaged in the contracting business under your present firm or trade name? 6. Contracts on hand: (Schedule these, showing the amount of each contract and the appropriate anticipated dates of completion.) 7. General character of Work performed by your company: 8. Have you ever failed to complete any Work awarded to you? If so, where and why? 9. Have your ever defaulted on a contract? If so, where and why? 10. Are you debarred by any government agency? 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. 12. List your major equipment available for this contract. 7/96 Section 00420 Page 1 SECTION 00020 INVITATION TO BID 07/2001 Section 00020 Page 2 13. Experience in construction Work similar in importance to this project: 14. Background and experience of the principal members of your organization, including officers: 15. Credit available: $ 16. Bank reference: 17. Will you, upon request, fill out a detailed financial statement and furnish any other information that may be required by the OWNER? 18. Are you licensed as a General CONTRACTOR? If yes, in what city, county and state.) class, license and numbers? 19. Do you anticipate subcontracting Work under Contract? If yes, what percent of total contract? and to whom? 20. Are any lawsuits pending against you or your firm at this time?_ IF yes, DETAIL 21. What are the limits of your public liability? DETAIL 22 What company? What are your company's bonding limitations? What this 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 this day of , 20 7/96 Section 00420 Page 2 Name of Bidder By: Title: State of County of is being duly sworn deposes and says that he and that (Title) (name of organization) the answers to the foregoing questions and all statements therein contained are true and correct. Subscribed and sworn to before me this day of 20 Notary Public My commission expires 7/96 Section 00420 Page 3 SECTION 00430 SCHEDULE OF SUBCONTRACTORS List all subcontractors for the work items listed below and all subcontractors performing over 15% of the contract. ITEM SUBCONTRACTOR 7/96 Section 00430 Page 1 SECTION 00500 AGREEMENT FORMS 00510 Notice of Award 00520 Agreement 00530 Notice to Proceed SECTION 00510 NOTICE OF AWARD Date: TO: PROJECT: 5983 South Lemay Avenue Widening Project OWNER: CITY OF FORT COLLINS (hereinafter referred to as "the OWNER") You are hereby notified that your Bid dated , 20 for the above project has been considered. You are the apparent successful Bidder and have been awarded an Agreement for 5983 South Lemay Avenue Widening Project. The Price of your Agreement is Three (3) copies of each of the proposed Contract Documents (except Drawings) accompany this Notice of Award. Three (3) sets of the Drawings will be delivered separately or otherwise made available to you immediately. You must comply with the following conditions precedent within fifteen (15) days of the date of this Notice of Award that is by , 20 1. You must deliver to the OWNER three (3) fully executed counterparts of the Agreement including all the Contract Documents. Each of the Contract Documents must bear your signature on the cover of the page. 2. You must deliver with the executed Agreement the Contract Security (Bonds) as specified in the Instructions to Bidders, General Conditions (Article 5.1) and Supplementary Conditions. Failure to comply with these conditions within the time specified will entitle OWNER to consider your Bid abandoned, to annul this Notice of Award and to declare your Bid Security forfeited. Within ten (10) days after you comply with those conditions, OWNER will return to you one (1) fully -signed counterpart of the Agreement with the Contract Documents attached. City of Fort Collins OWNER By: James B. O'Neill, II, CPPO, FNIGP Director of Purchasing & Risk Management 9/12/01 Section 00510 Page 1 SECTION 00520 AGREEMENT THIS AGREEMENT is dated as of the day of in the year of 20_ and shall be effective on the date this AGREEMENT is signed by the City. The City of Fort Collins (hereinafter called OWNER) and (hereinafter called CONTRACTOR) OWNER and CONTRACTOR, in consideration of the mutual covenants hereinafter set forth, agree as follows: ARTICLE 1. WORK CONTRACTOR shall complete all Work as specified or indicated in the Contract Documents. The Project for which the Work under the Contract Documents may be the whole or only a part is defined as the construction of Bid 5983 South Lemay Avenue Widening Project and is generally described in Section 01010. ARTICLE 2. ENGINEER The Project has been designed by North Star Design, who is hereinafter called ENGINEER and who will assume all duties and responsibilities and will have the rights and authority assigned to ENGINEER in the Contract Documents in connection with completion of the Work in accordance with the Contract Documents. ARTICLE 3. CONTRACT TIMES 3.1 The Work shall be Substantially Complete by October 1, 2006 as provided in the General Conditions and completed and ready for Final Payment and Acceptance in accordance with the General Conditions by October 11, 2006. 3.2. Liquidated Damages. OWNER and CONTRACTOR recognize that time is of the essence of this Agreement and that OWNER will suffer financial loss if the Work is not completed within the times specified in paragraph 3.1. above, plus any extensions thereof allowed in accordance with Article 12 of the General Conditions. They also recognize the delays, expenses and difficulties involved in proving in a legal proceeding the actual loss suffered by OWNER if the Work is not completed on time. Accordingly, instead of requiring any such proof, OWNER and CONTRACTOR agree that as liquidated damages for delay (but not as penalty) CONTRACTOR shall pay OWNER the amounts set forth hereafter. 9/12/01 Section 00520 Page 1 1) Substantial Completion: One Thousand One Hundred Fifty Dollars ($1,150) for each calendar day or fraction thereof that expires after October 1, 2006 for Substantial Completion of the Work until the Work is Substantially Complete. 2) Final Acceptance: After Substantial Completion, Five Hundred Dollars ($500) for each calendar day or fraction thereof that expires after October 11, 2006, the period for Final Payment and Acceptance until the Work is ready for Final Payment and Acceptance. ARTICLE 4. CONTRACT PRICE 4.1. OWNER shall pay CONTRACTOR for performance of the Work in accordance with the Contract Documents in current funds as follows: ($ ), $ Dollars, in accordance with Section 00300, attached and incorporated herein by this reference. ARTICLE 5. PAYMENT PROCEDURES CONTRACTOR shall submit Applications for Payment in accordance with Article 14 of the General Conditions. Applications for Payment will be processed by ENGINEER as provided in the General Conditions. 5.1. PROGRESS PAYMENTS. OWNER shall make progress payments on account of the Contract Price on the basis of CONTRACTOR's Application for Payment as recommended by ENGINEER, once each month during construction as provided below. All progress payments will be on the basis of the progress of the Work measured by the schedule of values established in paragraph 2.6 of the General Conditions and in the case of Unit Price Work based on the number of units completed, and in accordance with the General Requirements concerning Unit Price Work. 5.1.1. Prior to Substantial Completion, progress payments will be in the amount equal to the percentage indicated below, but, in each case, less the aggregate of payments previously made and less such amounts as ENGINEER shall determine, or OWNER may withhold, in accordance with paragraph 14.7 of the General Conditions. 90% of the value of Work completed until the Work has been 50% completed as determined by ENGINEER, when the retainage equals 5% of the Contract Price, and if the character and progress of the Work have been satisfactory to OWNER and ENGINEER, OWNER on recommendation of ENGINEER, may determine that as long as the character and progress of the Work remain satisfactory to them, there will be no additional retainage on account of Work completed in which case the remaining progress payments prior to Substantial Completion will be in an amount equal to 100% of the Work completed. 90% of materials and equipment not incorporated in the Work (but delivered, suitably stored and accompanied by documentation satisfactory to OWNER as provided in paragraph 14.2 of the General Conditions) may be included in the application 9/12/01 Section 00520 Page 2 for payment. 5.1.2. Upon Substantial Completion payment will be made in an amount sufficient to increase total payments to CONTRACTOR to 950 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. 9/12/01 Section 00520 Page 3 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: 7.2.1Certificate of Substantial Completion 7.2.2 Certificate of Final Acceptance 7.2.3Lien Waiver Releases 7.2.4 Consent of Surety 7.2.5 Application for Exemption Certificate 7.2. 6 Application for Payment 7.3 Drawings, consisting of a cover sheet and sheets numbered as follows: Sheet 1 Cover Sheet 2 General Notes Sheet 3 Typical Sections Sheet 4 Horizontal Control Plan Sheet 5 Right -of -Way Map Sheet 6-7 tility Remove, Replace and Installation Plan Sheet 8 Water and Sanitary Sewer Plan, Profile and Details Sheet 9-10 Remove, Replace Plan Sheet 11 Lemay/Carpenter Intersection Plan Sheet 12-13 Lemay Avenue Plan and Profile Sheet 14 Lemay Avenue Overlay Area Sheet 15-16 Lemay Avenue Control Line and Median Plan and Profile Sheet 17-18 Grading Plan / Storm Sewer Plan and Profile Sheet 19-20 Erosion Control Plan Sheet 21-22 Signing and Striping Plan Sheet 23-27 Cross Sections Sheet 28-29 Landscape and Irrigation Plan Sheet 22-23 Signing and Striping Plan Sheet 30-32 Details The Contract Drawings shall be stamped "Final for Construction" and dated. 9/12/01 Section 00520 Page 4 Any revisions made shall be clearly identified and dated. 7.4. Addenda Numbers to , inclusive. 7.5. The Contract Documents also include all written amendments and other documents amending, modifying, or supplementing the Contract Documents pursuant to paragraphs 3.5 and 3.6 of the General Conditions. 7.6. There are no Contract Documents other than those listed or incorporated by reference in this Article 7. The Contract Documents may only be amended, modified or supplemented as provided in paragraphs 3.5 and 3.6 of the General Conditions. ARTICLE 8. MISCELLANEOUS 8.1. Terms used in this Agreement which are defined in Article I of the General Conditions shall have the meanings indicated in the General Conditions. 8.2. No assignment by a party hereto of any rights under or interests in the Contract Documents will be binding on another party hereto without the written consent of the party sought to be bound; and specifically but not without limitations, moneys that may become due and moneys that are due may not be assigned without such consent (except to the extent that the effect of this restriction may be limited by law), and unless specifically stated to the contrary in any written consent to an assignment no assignment will release or discharge that assignor from any duty or responsibility under the Contract Document. 8.3. OWNER and CONTRACTOR each binds itself, its partners, successors, assigns and legal representatives to the other party hereto, its partners, successors, assigns and legal representatives in respect to all covenants, Agreement and obligations contained in the Contract Document. 9/12/01 Section 00520 Page 5 SECTION 00020 INVITATION TO BID Date: May 15, 2006 Sealed Bids will be received by the City of Fort Collins (hereinafter referred to as OWNER), at the office of the Purchasing Division, 3:00 P.M., our clock, on June 16, 2006, for the South Lemay Avenue Widening Project; BID NO. 5983. If delivered, they are to be delivered to 215 North Mason Street, 2Id Floor, Fort Collins, Colorado, 80524. If mailed, the mailing address is P. 0. Box 580, Fort Collins, CO 80522-0580. At said place and time, and promptly thereafter, all Bids that have been duly received will be publicly opened and read aloud. The Contract Documents provide for the construction of intersection and arterial street improvements from Trilby Road south to Carpenter Road (approximately 5280 linear feet). Nassau Way to Carpenter( approximately 2350 linear feet) the scope includes widening Lemay Avenue to a four lane arterial street from its existing two-lane configuration, and interim widening at the Lemay/Carpenter intersection to accommodate auxiliary turn lanes. A full closure has been granted to construct all necessary improvements. The City of Fort Collins Pavement Maintenance Program is coordinating rehabilitation and overlay work on Lemay Avenue with this project. Roadway improvements include the installation of curb -and -gutter, asphalt paving, rotomilling operations, flyash operations, bike lanes, some landscaped medians, and storm and sanitary sewer installations. The Contractor will provide Traffic Control and Construction surveying. The Contractor will be required to work with our traffic control supervisor. This project will be done under a full closure. A total of 4 message Boards for 6 days will be required to notify the traveling public prior/during project construction. All Bids must be in accordance with the Contract Documents on file with The City of Fort Collins, 215 North Mason St., 2nd floor, Fort Collins, Colorado 80524. Contract Documents will be available May 18, 2006. A prebid conference and job walk with representatives of prospective Bidders will be held at 10:00a.m., on June 2, 2006, at 281 N. College Ave, Conference Room A, Fort Collins. 07/2001 Section 00020 Page 1 OWNER: CITY OF FORT COLLINS By: DARIN ATTEBERRY, CITY MANAGER By: JAMES B. O'NEILL II, CPPO, FNIGP DIRECTOR OF PURCHASING AND RISK MANAGEMENT Date: Attest: City Clerk Address for giving notices: P. O. Box 580 Fort Collins, CO 80522 Approved as to Form Assistant City Attorney CONTRACTOR: By: PRINTED NAME Title: Date: (CORPORATE SEAL) Attest: Address for giving notices: LICENSE NO.: 9/12/01 Section 00520 Page 6 SECTION 00530 NOTICE TO PROCEED Description of Work: 5983 South Lemay Avenue Widening Project To: This notice is to advise you: That the contract covering the above described Work has been fully executed by the CONTRACTOR and the OWNER. That the required CONTRACTOR's Performance Bond and Payment Bond have been received by the OWNER. That the OWNER has approved the said Contract Documents. Therefore, as the CONTRACTOR for the above described Work, you are hereby authorized and directed to proceed within ( ) calendar days from receipt of this notice as required by the Agreement. Dated this day of 20 The dates for Substantial Completion and Final Acceptance shall be 20 and 20 , respectively. City of Fort Collins OWNER By: Title: ACKNOWLEDGMENT OF NOTICE Receipt of the above Notice to Proceed is hereby acknowledged this day of 20 CONTRACTOR: By: Title: 7/96 Section 00530 Page 1 SECTION 00600 BONDS AND CERTIFICATES 00610 Performance Bond 00615 Payment Bond 00630 Certificate of Insurance 00635 Certificate of Substantial Completion 00640 Certificate of Final Acceptance 00650 Lien Waiver Release (CONTRACTOR) 00660 Consent of Surety 00670 Application for Exemption Certificate SECTION 00610 PERFORMANCE BOND Bond No. KNOW ALL MEN BY THESE PRESENTS: that (Firm) (Address) (an Individual), (a Partnership), (a Corporation), hereinafter referred to as the "Principal" and (Firm) (Address) hereinafter referred to as "the Surety", are held and firmly bound unto City of Fort Collins, 300 Laporte Ave, Fort Collins, Colorado 80522 a (Municipal Corporation) hereinafter referred to as the "OWNER", in the penal sum of in lawful money of the United States, for the payment of which sum well and truly to be made, we bind ourselves, successors and assigns, jointly and severally, firmly by these presents. THE CONDITIONS OF THIS OBLIGATION into a certain Agreement with the 20_, a copy of which is hereto performance of The City of Fort Widening Project. are such that whereas the Principal entered OWNER, dated the day of attached and made a part hereof Collins project, 5983 South Lemay for the Avenue NOW, THEREFORE, if the Principal shall well, truly and faithfully perform its duties, all the undertakings, covenants, terms, conditions and agreements of said Agreement during the original term thereof, and any extensions thereof which may be granted by the OWNER, with or without Notice to the Surety and during the life of the guaranty period, and if the Principal shall satisfy all claims and demands incurred under such Agreement, and shall fully indemnify and save harmless the OWNER from all cost and damages which it may suffer by reason of failure to do so, and shall reimburse and repay the OWNER all outlay and expense which the OWNER may incur in making good any default then this obligation shall be void; otherwise to remain in full force and effect. 7/96 Section 00610 Page 1 PROVIDED, FURTHER, that the said Surety, for value received, hereby stipulates and agrees that no change, extension of time, alteration or addition to the terms of the Agreement or to the Work to be performed thereunder or the Specifications accompanying the same shall in any way affect its obligation on this bond; and it does hereby waive notice of any such change, extension of time, alteration or addition to the terms of the Agreement or to the Work or to the Specifications. PROVIDED, FURTHER, that no final settlement between the OWNER and the CONTRACTOR shall abridge the right of any beneficiary hereunder, whose claim may be unsatisfied. PROVIDED, FURTHER, that the Surety Company must be authorized to transact business in the State of Colorado and be acceptable to the OWNER. IN WITNESS WHEREOF, this instrument is executed in three (3) counterparts, each one of which shall be deemed an original, this _ day of , 20 IN PRESENCE OF: Principal (Title) (Address) (Corporate Seal) IN PRESENCE OF: Other Partners M By: IN PRESENCE OF: Surety M M (Surety Seal) (Address) NOTE: Date of Bond must not be prior to date of Agreement. If CONTRACTOR is Partnership, all partners should execute Bond. 7/96 Section 00610 Page 2 SECTION 00615 PAYMENT BOND Bond No. KNOW ALL MEN BY THESE PRESENTS: that (Firm) (Address) (an Individual), (a Partnership), (a Corporation), hereinafter referred to as the "Principal" and (Firm) (Address) hereinafter referred to as "the Surety", are held and firmly bound unto the City of Fort Collins, 300 Laporte Ave., Fort Collins, Colorado 80522 a (Municipal Corporation) hereinafter referred to as "the OWNER", in the penal sum of in lawful money of the United States, for the payment of which sum well and truly to be made, we bind ourselves, successors and assigns, jointly and severally, firmly by these presents. THE CONDITIONS OF THIS OBLIGATION are such that whereas the Principal entered into a certain Agreement with the OWNER, dated the day of , 20_, a copy of which is hereto attached and made a part hereof for the performance of The City of Fort Collins project, 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. 7/96 Section 00615 Page 1 PROVIDED, FURTHER, that the said Surety, for value received, hereby stipulates and agrees that no change, extension of time, alteration or addition to the terms of the Agreement or to the Work to be performed thereunder or the Specifications accompanying the same shall in any way affect its obligation on this bond; and it does hereby waive notice of any such change, extension of time, alteration or addition to the terms of the Agreement or to the Work or to the Specifications. PROVIDED, FURTHER, that no final settlement between the OWNER and the CONTRACTOR shall abridge the right of any beneficiary hereunder, whose claim may be unsatisfied. PROVIDED, FURTHER, that the Surety Company must be authorized to transact business in the State of Colorado and be acceptable to the OWNER. IN WITNESS WHEREOF, this instrument is executed in three (3) counterparts, each one of which shall be deemed an original, this _ day of 20 IN PRESENCE OF: Principal By: (Corporate Seal) (Title) (Address) IN PRESENCE OF: Other Partners IN PRESENCE OF: Surety By: By: (Surety Seal) (Address) NOTE: Date of Bond must not be prior to date of Agreement. If CONTRACTOR is Partnership, all partners should execute Bond. 7/96 Section 00615 Page 2 SECTION 00630 CERTIFICATE OF INSURANCE CONTRACTOR shall insert his own standard form for Certificate of Insurance. 7/96 Section 00630 Page 1 SECTION 00635 CERTIFICATE OF SUBSTANTIAL COMPLETION TO: CITY OF FORT COLLINS (OWNER) DATE OF SUBSTANTIAL COMPLETION: PROJECT TITLE: 5983 South Lemay Avenue Widening Project PROJECT OR SPECIFIED PART SHALL LOCATION: Fort Collins, Colorado INCLUDE: OWNER: Citv of Fort Collins CONTRACTOR: CONTRACT DATE: The Work performed under this contract has been inspected by authorized representatives of the OWNER, CONTRACTOR, and the ENGINEER and the project (or specified part of the project, as indicated above) is hereby declared to be substantially completed on the above date. A tentative list of items to be completed or corrected is appended hereto. This list may not be exhaustive, and the failure to include an item on it does not alter the responsibility of the CONTRACTOR to complete all the Work in accordance with the Contract Documents. ENGINEER AUTHORIZED REPRESENTATIVE DATE The CONTRACTOR accepts the above Certificate of Substantial Completion and agrees to complete and correct the items on the tentative list within the time indicated. By: CONTRACTOR AUTHORIZED REPRESENTATIVE DATE The OWNER accepts the project or specified area of the substantially complete and will assume full possession of th specified area of the project at 12:01 a.m., on responsibility for heat, utilities, security, and insurance under Documents shall be as set forth under "Remarks" below. CITY OF FORT COLLINS, COLORADO By: OWNER REMARKS: project as project or The the Contract AUTHORIZED REPRESENTATIVE DATE 7/96 Section 00635 Page 1 0 SECTION 00640 CERTIFICATE OF FINAL ACCEPTANCE TO: Gentlemen: M You are hereby notified that on the _ day of , 20 , the City of Fort Collins, Colorado, has accepted the Work completed by for the City of Fort Collins project, 5983 South Lemay Avenue Widening Project. A check is attached hereto in the amount of $ as Final Payment for all Work done, subject to the terms of the Contract Documents which are dated In conformance with the Contract Documents for this project, your obligations and guarantees will continue for the specified time from the following date: Sincerely, OWNER: City of Fort Collins Sy: Title: ATTEST: Title: 7/96 Section 00640 Page 1 The Contract Documents and Construction Drawings may be examined online at: 1. City of Fort Collins BuySpeed: https://secure2.fcgov.com/bso/login.jsp 2. Mercury-LDO Reprographics: www.mercury-ldo.com Copies of the Contract Documents, complete with Construction Specifications and Drawings, may be viewed and purchased at: 1. Mercury LDO Reprograhics: • FORT COLLINS: 422 S. Link Lane, Ft. Collins, CO 80524 Ph: 970-484-1201, Fax: 970-221-0404 • ENGLEWOOD: 9632 E. Arapahoe, Englewood, CO. 80112 Ph: 303-790-7169, Fax: 303-792-2936 • DENVER: 860 Bryant Street, Denver, CO. 80204 Ph: 303-893-8701, Fax: 303-893-0617 • COLORADO SPRINGS:11 E Las Vegas, Colorado Springs, CO. 80903 Ph: 719-231-8121, Fax: 719-633-5710 • LODO: 1660 Wynkoop Ste. 130, Denver, CO. 80202 Ph: 303-785-2520, Fax: 303-785-2522 • BOULDER: 2575 Pearl St. Unit C., Boulder, CO. 80302 Ph: 303-539-1350, Fax: 303-539-1356 2. Builders Exchange, 223 South Link Lane, Fort Collins, Colorado. Construction Document Ordering Instructions (Download a complete PlanWell 4.0 Ordering Guide from www.planwell.com) 1. GO TO: www.mercury-ldo.com 2. SELECT: Denver Links: `Plan Well" I I, Ye,-1 .kx Mom,a �.eMrl xhi, Inr:a(Fna nu.v yeu. fi(;��,Aj 0.11:!links ;s IDID:eaxm8xv" 07/2001 Section 00020 Page 2 SECTION 00650 LIEN WAIVER RELEASE (CONTRACTOR) TO: City of Fort Collins, Colorado (OWNER) FROM: PROJECT:5983 South Lemay Avenue Widening Project (CONTRACTOR) 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 7/96 Section 00650 Page 1 project for all loss, damage and costs, including reasonable attorneys fees, incurred as a result of such claims. 5. The parties acknowledge that the description of the project set forth above constitutes and adequate description of the property and improvements to which this Lien Waiver Release pertains. It is further acknowledged that this Lien Waiver Release is for the benefit of and may be relied upon by the OWNER, the lender, if any, and Surety on any labor and material bonds for the project. Signed this day of , 20 CONTRACTOR By: Title: ATTEST: Secretary STATE OF COLORADO ) )ss. COUNTY OF LARIMER ) Subscribed and sworn to before me this day of 20 by Witness my hand and official seal. My Commission Expires: Notary Public 7/96 Section 00650 Page 2 SECTION 00660 CONSENT OF SURETY TO: City of Fort Collins, Colorado (hereinafter referred to as the "OWNER") CONTRACTOR: PROJECT: 5983 South Lemay Avenue Widening Project CONTRACT DATE: In accordance with the provisions of the Contract between the OWNER and the CONTRACTOR as indicated above, for (Surety) on bond of hereby approves of the Final Payment to the CONTRACTOR, and agrees that Final Payment to the CONTRACTOR shall not relieve the Surety Company of any of its obligations to the OWNER, as set forth in the said Surety Company's Bond. IN WITNESS WHEREOF, the Surety Company has hereunto set its hand this day of , (Surety Company) M ATTACH: Power of Attorney and Certificate of Authority of Attorney(s)-in- Fact. 7/96 Section 00660 Page 1 SECTION 00670 APPLICATION FOR EXEMPTION CERTIFICATE DR 0172 (12r98) COLORADO DEPARTMENT OF REVENUE DENVER CC 80261 (303) 232-2416 CONTRACTOR APPLICATION 24 FOR EXEMPTION CERTIFICATE Pursuantto5tatute 8ec5on39 26.114(1Ka)QM n!1 N(1T WRI TF IN THIC CPA!`C 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 tothe purchase or rental of equipment, supplies, and materials which are purchased, rented, or consumed by the contractor and which do not become part oft he structure, highway, road, street, or other public works owned and used by the exempt organization. Any unauthorized use oft he exemption certificate will result in revocat ion 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. 88 tratiort ccoLA No, to oe assgted byPeriod 0170-750 (999) $0.00 ra a narneiubA.ner, partner, a corpora a name Mailing address (city, a Ip - Contact Person - all address a eralEmployer's Iderti ca on Number: amount toryoHr con act: ax um er Business IelepMne mmbe, Colorado mftoldiN tax awount number'. EXEMPT)QNaINi7fJ�TJt'N. ass,t56rlttaotorayceambntpaa galecontlrad tea TtY(} Cnf6AtingsignoturesafcoritractlhgR kl149ftWba'aitthad. ame at exemp organization (as shown on contract) emplorganlzabon s Pamper 98 - AddressofexemplorganizeUon(City, Slate, ip). Principal confect at exemp organiza ion-. Ponctipat conteo s telephone rwmber. Physical location of prolectsite (give actual address when applicabe and Cities andlor County (ies) w ere project is located) Schad Wed Molh Day Y..r Estimated Mcnth D.y ear conswaion start deft rompletion date: 1 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 TtIP of corporate o firer Dale' WV NU VVKIIt tStLVVV IHlb LINE Section 00670 Page 1 Special Notice Contractors who have completed this application in the past, please note the following changes in procedure The Department will no longer issue individual Certificates of exam ption to subcontractors. Only prime contrac- tors will receive a Contractor's Exemption Certificate on exempt projects. Upon receipfof the Certificate, the prime contractor should make a copy for each subcontractor involved in the project and complete it by filling in the subcontractor's name and address and signing it. The original Certificate should always be retained by the prime contractor. Copies of all Certificates that the prime contractor issued to subcontractors should be kept at the prime contractor's place of business for a minimum of three years and be available for inspection in the event of an audit. Once an 89# has been assigned to you, please use the next five numbers following it for any applications submitted for future projects. This should be your permanent number. For instance, if you were assigned 89- 12345-0001, every application submitted thereafter should contain 89-12345 on the application. The succeed- ing numbers will be issued by the Department of Revenue. DO NOT enter what you believe to be the next in sequence as this may delay processing of your application. Section 00670 Page 2 SECTION 00700 GENERAL CONDITIONS GENERAL CONDITIONS OF THE CONSTRUCTION CONTRACT These GENERAL CONDIJ IONS have been developed by Using the STANDARD GENTRAI, CONDITIONS OF THE C(-.)NNTRI.K.'TfON CONTRACT prepared by the Enguieers Joint Contma Documents Committee, 1911)-S (1990 dition), as a Fase ChanScs to that document arc shown by underlining text that has been added and striking through text that has been deleted. l',.JCT)C GENEIRM, CONDITIONS 1910-9 11990 EDITION) WITH CITY OF FOVI'CO11,INS M(,)I,311,'ICAI IONS (W,"V 9/99) Article or paragraph Number dc" Title DEFINITION'S ll i2 13 IA 1,5 16 L7 1.8 1,9 Lln 1.12 1,13 1,14 1 15 1,16 1.17 11S 1 19 1 20 1.21 1.22. a 1.22.h 1.23 1.24 1:2S 1,26 1,27 1.29 ! 29 130 1-31 I.32.a 132h 1 33 134 t 3> 1 3o 1 37 1118 1.39 1,41) 141 14 1 43 1 44 1.4S TABLE OF CONIT:NTS 01 GI M�.RAL COMMONS Page Article or taragraph Number Number.- Title Addenda._ _._.. _... Agreement.,....,.,,. ....... _...,.. Application for Payment..,_....... Asbestos Bid........ .. ..._,..., Bidding Documents.,.. . Bidding Requirements,_ Bonds Change Order, .. _. ... . Contract Documents 1 1 l l .. i 1 Contract Price ._, I Contract Times ' I CONTRACTOR i Drawings Effective Date of the Agreement, _ _ I )iNC11NEER _.. .._ I f �t,fN7 fiR'sConsulutnt... .. I Field Dirtier General Realuircments_.,,,,,,,..,,_,,..,,, 2 llaa:ardous Waste__.__ � Laws and Regulations, laws or Regulations Legal Holidays _ Liens, ? Milestone..._._ Notice of Award Notice Procced � �to UNNI R .._.__. ......., ......Y partial Utilnuation PCBs Petroleum _ 2 Project Radioactive Idaterial._, r Regular bNorkmg {lours Resident project Representa€ive._... Samples 4hopDatwatgs__ "peci l mit itlnti_. ,, , _... .... _. __._. ..._2 Subcontractor _ -2 Substantial Completion, Supplementary fA3ndniomt .._. Supplier._. 1=nder2nxtrtdFacilihes __... ...'-3 1 hit Price Work .......... ............_....,..3 Work Change I )irec-tive _ Written Amendment_„ Page Number PRpLLtvflN RY MATTERS _ _ _. _ 3 2_t Delivery of Bonds. 2 ? �. Copies of Documents, ............ t 2 3 Commencement of Contract Times; Notice to proceed 2.4 Starting the Wotik,_,_,... 2, i-2 7 Before Starting C'ottstructicm, CONTRACTOR'% Responsibility to Report; Preliminary Scliedcles, Delivery of Certificates of Insurance....... 3.4 2.8 11econstruction Conference 4 19 .Initially Acceptable Schedules ,4 CONTRACT DO( I.I ENT`> f'`TENT, A ENDFING, REUSE 4 3 1-3.2 intent _ 4 3.3 Reference to Standards and Speci- fications of Technical Societies, Reporting and Resolving Dis- crepancies ............... ...... 4-5 4-5 *- l Intent of Certain Terms or Ad ectives....... ..................... . 3.5 Amending Contract Dmntents.__,3 3_6 Supplementing Contract Uxuments, ..:. ............ ...... ... S 3.7 Reuse of Dawnents._..._ AVAILABILITY OF LANDS, RFFf RFNCf p() NTS 3 4.1 Availability of Lands- , ... b 42 Subsurface and physical Conditions 6 4,11 Reptnts and Druivmgs_,_ ., 6 4 2.2 Limited Reliance by CONTRAC- TOR Authorized; Technical Data,._... - . _ __. 6 4 2 3 Notice of Differing Sulxurtace of Physical Conditions ..__....-__.._(i 4 2 4 liN(IINFFR's Rev tew 6 4'' S Possible Contract Documents Change 4.10 Possible Price and Times Adjustments _ 6-7 4.3 Physical C7onchirons--( ndersround FaMitics ............... _. ...........7 43 1 Shown or Indicated _ _ ._ _7 43? Not Shoup or Indicated 4A Reference Points 7 LXTX" rik'YI,RAL Ci ADIrJ0' 5 19[0-S (1990 tP1110,1 ww(I rYc f (REV v'0t) Article or I'aragraph page Article or Paragraph page Number &-Tillc Number Nurnher &-Title Num her 4.i Asbestos, PCBs, petroleum. 6 2i Submittal Proceedures. CON - Hazardous Waste or TRACTOR's Review Prior Radioactive M)teriril ...... to Shop Drawing or Sample Submittal 16 5, BONDS AND INSURANC ........................... N 6.26 Shop Drawing & Sample Submit- 51-5.2 Performance. Payment and Other Us Review by LNGINEER, _ 16-17 Bonds..,_., ' ' ... " ' I - 61-7 Responsibility for Variations 5.1 Lickrised, urefies and lnsurcrs� From Contract Docum cnts_ 7 Certificates of Insurance -8 6.28 Related Work Performed Prior 5.4 CONTRAC I OWs 1. ialra I i ty to ENGUM,,Ms Review and Tnsuran................ .. ..... 9 d, Approval of Retimire 5,5 OWNER's Liability Insurance, Submittals- ,, , ., - . --, 11 5,6 Property Insurance _ ,,, , , , ... .... . 10 629 Continuing the Work:,,__,.,, 11 17 5.7 Boiler and Machinery or Addi- 6.30 CONTRACTORs General tionall Property Insurance- ,, ...... 10 Warranty and Guarantee, 17 5,8 Notice of Cancellation Promsion .... 10 6-31-633 Indemnification . , , . ,, 17-18 59 CONTRACTORs Responsibility 6,34 Survival of Obligations ........ _1 8 for Deductible Amounts . .. ........ lij 5 10 Other Special Insurance. . ....... 1.11110 7. OTHER WORK 18 5.11 Waiver of Rights-__..., ...... .___,.it 7.1-7,3 Related Work at Site, J8 5, 12-5 13 Receipt find Appl ication of 74 Coordination 18 Insurance Proceeds 10-11 5,14 Acceptance of Bonds and Insat- 8. OWNNEWS .18 ante, Option to Replace ._.,....,._.,__1l 8.1 Communications to CO\- 5.15 Partial Uctili?ation-Property TRACTOR 18 Insurance 11 8,2 Replacement of YNGINEEK 18 9 3 Furnish Dina andPay Pyorrifaly 6 CON IRACTOWS RESPONSIBILITIES I I When Dix . ...... .... .... ......... ...... Is 6,142 Supervision and Superiatendcnc� ..... _ 11 8A Lands and Easements; Reports 6 3-63 Labor, Materials and liquipment 11,12 and Tests 18-19 6,6 Progress Schedule,._.... . . ...... ..... ... . 12 8.5 'Insurance, 19 6.7 Substitutes aird 'Or-Ecittal' Items, 8,6 t-hange Orders J 9 f>xpemw, 8 7 Inspections, "tests turd itute stitute Subst Approv-4k, .................................19 Metficids or Pi ccedures, 8,8 %)p of SUSPOrd Work, ENGINEF.Vs lwaluation 12-13 Tc.rinmate coNrRACTOR's 6. 8-6 11 Concerning Subcontractors, Services 19 Suppliers and (Aliersi 8,9 Limitations on OWNER'S vVinver kit Rights, . . ........ 111-14 Responsibilities 19 o' 12 Parent Fees and Royalucs ..... ..............14 8 jo Asbest,-, PCBs, Petroleum, 6 1 3 PefMas 14 Ha7ardous Waste ot 6,14 Laws and Regulations_ 14 Radioactive Material 9 6.15 T a.%es 14-15 8.11 Evidence of Fmancill ,16 Use of Prcmvsins Arrangements 6.17 Site Cleanliness I 6.18 Sale Structural Loading, _1 i 9 1 TNGI F \1`13 " S TA T I 'S D t - R I N 6.19 lzc(orkl Docuircjit5 15 CONSTRT YCTIOIN" 6,20 Safetv and Protection 15-16 9 1 Okk NFN's keprcscntative 19 6,21 Safety Representatii e, 1 16 9-1 ViSIL3 to site 19 6,22 flazard Communication Programs 16 Repri"�muvive 1(-21 1, I'mergencies I _ , 16 4 Clarifications and InTerpre. 624 `,hop Draw ing14 and Samples ..... 16 lations''. 9 5 Authorized Variations in IWk 21 F ' 109'61"NTRAI, CONDIM)M; OW,s(19*1 FOITIONN) W k1Ty (J VI 4(TCOUAN�i MODIVICAWAZI� MN v Article or Paragraph Pape Article or Paragraph Page ?number & Title Number Number & Tide Number 9.6 Rejecting Defective Work _._......_ ._. 21 13.8-13.9 Uncovering Work at 6N(31- 9 7.9 9 Shop Drawings, Change Orders NMU6 Request _. _.. 27= 8 and Paymcuts, ...................................21 13.10 OWNER May Stop the Work.... 9,1it Determ inaticrns for L.'-nit Prices,. 21-F2 13.11 Correction or Removal of _....28 9.11-9,14 Decisions on Dlsputcs„ ENUI- Deleetwe Work ..,,.,_, ........_.__. b NEERas Initial Interpreter........_....22 13.12 Correction Period 2a 9.13 Limitations on PNGINFfi.'Ws 13,13 Acceptance o€Defective Work Authority and Responsibilities, „ y2-23 13 14 ,,,,...28 Cik4 vl:Ct May Correct liefective Work_ _.. CIIAivtl l S IN TIDE WORK 23 1D 1 C71& '6R's Ordered Change ................D 14. PAYNIFNTS TCI C ONfRAC'TOR AN.TJ 10.2 Claim for Adjustment, _.._. ...__-3 COM6aIETIOIvL_,.„,,,__ 29 10.3 Work Not Required by Contract 141 Schedule of Values 29 h Documents 23 14.2 Application for program lo.4 Change Ctrders _ _ . _ _ 23 Payment 10.5 Notification of Surety, 23 14.3 CONTRACTOR's Warrantv of .A FOF CONTRACT l(_ ..,-23 14.4-14 7 Review of Applications for II II ra i (lain for ogress Paviaents 29-30 Adjustment Value of 14.8-14.9 Substantial Completion_ 2a, the Work _.. '�= 4 14.10 Partial Utilization 3,..-. 11A C'astofthe Work ,,,.,., 4-25 14.11 Final lots caUly 31 11.5 Exclusions to Cost of thc-4';ork„ .......2 14,12 Final Application lot Payment,_., .31 11 6 CONTRACTOR's Fee 2S 14.13-14.14 Final payment and Acceptance 31 11.7 cost Records 1_„25-26 14,15 Waiver o€Claims _ 11.8 Cash Allowances, , „ , , , , -, „26 . ,,. _.31-32 11,9 [,,-rut Price Work .. 26 15, SUSP) NSIC7N OF WORK p (} I ER411NA1'IO\ _. 32 CH hiv(3E O£ CONTRACT TLRlES... 'os 15.1 .. ......................: 0WIN'LR IMay Suspend Work_. 121 claim for Adjustment _ 16 15_^•15.4 .... OWNER klay rerminate ..32 32 12.2 1 ime of the Lssence. _.,26 13.3 CON' `R.AC.TOR,May Stop 12.3 IklaysBeyunclCONTRACrows Woiko€Ter ininate. Control. .._ 20-27 _..-32-33 12.4 Delays Fieyrnad C7W rER`a and 16DISPI."iF [tESOf.["flC1N . ... ........ 'CkvJRACTOR!s ConroI..._..._.......17 .............33 17 MISC C 1 LANN)l S 11 TESTS AND INSPECTIONS, < ORRi'CIIt N. 17.1 ,. Giving Notice 33 REMOVAL OK ACCEPTANCE OF 17.2 Computation of J Imes.._ 33 L)Eh C"77f ; ktOb) K _ _ F7 17.3 Notice of Claim 33 13.1 4uuca of iTGI44t3..... �__.. .,. _...N7 17.4 Cumulative Remedic,-, 33 33.2 Access to the Work _ ._... _ ''7 17,5 . ,. .. IYatistonal Fees and Court ... 13.3 Rests and ln5pcctions, Costs Included 33 C ONFRACfO10s Cooperation.. 27 17.6 Applicable State laws 33-34 13.4 C1 NLR'-a Responsibilities, Intentionally left blank___ 35 Independent `Resting Laboratory'_._., 37 1.3.5 C ttTR1C'TOR's EXIU iIT GC -A (Optional;) Itzsponsibrhtiz.� __.. 27 Dlspatc ReSoiuUon A_41eement tirt:.Al 13.h-13 7 Coverme Work Prior to Inspec- 16.1-166 :Arbitration at` -AI icon. I esting w Approval .-' ,_, ._..,.�7 16.7 i�ledaation, .....-1OC .AI IV EVIX OF NtR,4t ONIA7I0NS Ptb.S4191011A,11l�\7 w 0TV or FOR'I C'f+tS.ttiti SSZ1111I k;,iTf (jtii aRCk 9�99a 3. SELECT: Public Planroom: "GO" Mercuiv/L(Yr colorado ,f PlanWell` Digital Do6ument Management & Distdhution �,Wo. r vti =_,rw_ {roe v++..�.m rrs Wetmstu.sw ., d iiiia Of Eq. z�e t 'k' .& F 11 F?i�P4Lt Pm ! f User Name Password. W Login Required ? n f nYst xu * isr bimf ua naiY i kuNcdiaM Arras3 Oniyt 4. SELECT: the desired "Project Number" from the list 5. CLICK: "Most Current Set" to View the list of documents available for the project 3rder items by clicking thgtWcart icnn: start Ads f tyl tit ardent Se Path Mast Currant bet As of 12/12/2005 14 44 00Mountai �i 92I5sue Set I Y _--_ -. - MRevision 1 [ A=1 4 Issue Set 7/29/2002 Architectural 24X36 LBW - ''&Revision 2 Eh.Aza �W Issue set 7/29/2002 Architectural. 24X36 LBW I &La W Revision 2 2/10/2004 Architectural 24X36 LBW - RA-4 W Issue Set 7i29/2002 Architectural 24X36 LBW - ljilA-5 is Revision 1 11/12/2003 Architectural 2036 LBW 6. CLICK: Sheet No. to vie 7. CLICK: to add a s ecific document to your "Shopping Cart" 8 . CLICK: I Start My Order I to place the order for printing 9. REGISTER -or- LOGIN 10. SELECT: Process -Media, Output Size and Binding options 11. ENTER: Job Number and PO information then click Next. 12. REVIEW: Recipient information. 13. ENTER: Quantities 14. CLICK: the down arrow to populate order. 15. SELECT: Delivery options and Due time. 16. ENTER: Your phone number in the special instructions box. 17. CLICK: Next. 18. REVIEW order 19. CLICK: SUBMIT Planwell contacts: Marie Owens 970-484-1201, mowers@mercury-ldo.com David Bacon-720-220-7683, dbacon@mercury-ldo.com 07/2001 Section 00020 Page 3 IM)l A TO GENERAL CONDITIONS City of'Fort Collins modifications to the General Conditions of the Construction Contract are not shown in this index Article or Paragraph Number Acceptance of -- Bonds and Insurance. ................. .........5, 14 tie ective Work IOA L 13,i. 13-13 final pay-ment, -9A2, 14,15 insurance, , ...... ... .... ... ... ';, 14 other Work, by CONTRACTOR, 73 'iubstauies and "Or-h;klual" Items., �(i,7 1 Work by OWNFR .. ........ ...... 5630, 6.34 Access to the -- Lands, Okk'\A.T andWNTRACTOR responsibilities .... .. ....... 4.1 site, related Work 72 Work, 13,2, 1314, 14,9 Acts of ()in issions-, Acts and Ont isst ot)s-- CON FRACI-OR 6,9 1, 9,13, l,N(3lNM:Fk1- 2(I, 9. 13,3 OWNER 6.2o, V) Addenda --definition of (also see definition of Specifications)_ JI 6, 1, 10, 6 19)- 1,1 Additional Property Insuionees-1.1., 57 Adjustments - Contract lyt" or Contract firries- 3,5, 4.L 4.5,1 4 s 3- 9A 9 5" 10.2.104, 12, 14,8, 15 1 progresrschedule, 6,6 Agretancrit- definition of, "All -Risk" Insurance, policy form, .... . . ...... Allowances, Cash 118 Amending Contract Documents_._...... 3,5 Ainendme.m. Wittren- in general,_. __1 -11), 1, 45, 3 5, 5 11), 5.12, 6,6 2 8 2, 6,19, 14), 1, 1 AA, 112 121 11 112, 14.7 2 Appeal- OWNER or CONTIRM-i-OR intent to 1 9 14, 9 11, 10A. 10.2, 165 Application for Payrnem-- d0finitron of -1 3 E'N61NUR's Responsibilav ... . ...... . . ...... 9,9 final potijjejjj 9 0 4. . 9 13 5, 14 12-14 1� in general 8. 5.64. 9A0, 15,5 proguess pmnicnil 14.1-14,7 rev 16V of 14,4-147 Arbitration Asbkf;Ioy-- pursuant iliereto 4 S2, 4 S-3 CON 1 RA(7r')R authorized to stop kVorl derinition of Article or Pa ragraph Number OWNF~R responsibility lot 4-3 1, 8, Io possible price and times change 4.5.2 Authorized Variations in Woi k_ -4.6. 6,25, 6.27, 9,5 Availability of Lands-_ -4,1,SA Award, Notice of -defined., 25 Before Starting Construction_ Bid -definition, of, 5 (1 1, 1 11), 2. 3, 33, 11,43, 119 1) Bidding Documents -definition of 1,6 (0 8.2) Bidding Requirements --definition of ...............1.7 (1 1, 4.2 6 2) Ronits- acceptance of 5,14 additional bonds 10.5,11.4.59 Cost of the Work 54 definition of- - 11 1 8 delivery of,... - . 1-1 .--- ............. 1, i I final Application for Payment. . 12-14 14 general ...................................... I iti, 5 1.3-1, 5 13, 10.5, 14.16 Performance, Payment and Other_ .5-1-5' Bond-, and Insurance -at general Builder's risk "all-risk," policy form ...... .. .. Cancellation Provisions, Insurance. 4. 11 5,14, 5 15 (-'ash I-N Certificate of Subbtantial Completion 138, 6.30.23, 14.8, 14 10 CcrGGeatc 9,13.4, 115, 14,12 Corti ficates of Insurance ZJ, 5 3, ';,4 11, 5.4.13, 3 14, 9 13 4- 14.12 Change in Contract Pr ice -- Cash Allowances claim for price adjustment 4.1, 4,16. 4, 15. o 8.2, 9.4 9 5, kJ 11, 17 �, 11) ;, 11 2, D 9, 1113, 13 14, 14,7- 1 i L 15.5 CONTRACToR's fee I 1 6) Cost of the 5kork Lcricral 11.4-113 �Xclusiojis 11.1 *osl Recot & 11 7 aigenet it .r ......... I 19, 1 44, 9 11, 1042, 1114 3, 11 Lump Sum Pricsig,_ .... ... 1l 3,2 Notification of'Surety io,i Scope of, , , 10.3-10A : Testing and Inspection. I neviettrip the Work F NIX I 1ANFRAL O)NDI TION" t9P, -311990 H)I , rf 0\1 , ITY 0P 1ORT ('01,LINS4 mDIFICATIoxs 1Rr,l ) 99) Unit Price Work- 11.9 CONTRACTOR's Fee 11.6 ikrtictc or Paragraph Article or Paragraph Number Number Value of Work...., ... ...... . .......... . J1 3 COXITRACTOR`s liability.......,__ i 4, 6, 12, 6,16, 6 3) Change in ContractThies-CostoftheWork - 11 4, 11 5 Claim for times adjustment,......, A, 4,16, 45, 5 15, Decisions on Disputes..........._. ....... _.9,11, 9,12 6X29.4. 9,5. 9,11, 10,2, 1 Ol 111. Diwutc Resolution ... ....... ... 16A 139, 13 13, 13.14. 147, 15,1, 15.5 Dispute Resolution V, eemern_ ... . .. . ... 161-166 Contractual time 12 2 F NCi1RFCR as initial interpretor Delays beyond CON'TRACTMs LUMP surn pricing'. control 12 3 Notice of 173 I X, I ays beyond 0 'ArNf', R's and OW4FX's ..... ....... k�A, 9,5, V 11, V) 2. 11 21 119 CONTRACTORs control 114 121, 119, 13,13, 13.14, 173 Notification ol'suretyl.-.. 105 (AWNERI'sliability _ ScoN of change 10.3-10.4 OWNER may refuse to make Payment.... ... 14 7 Change Orders-- Professional Pecs and Court Costs Acceptance ofl)efrcfive Work.- Included IT5 Amending Contract Docuracnv _ ........... ...... 3. 5 request for formal decision tit) ....... ............... .11 Cash Allowances., 8 Substitute Items 6 7 1 2 Change of Contract Price Time Vxttnsion 12 1 Change of Contract Times l2 Time requirements 11, 12. 1 Changes in the kk`ork. JO Unit Price, Work, j 19,3 CONTRACTOR's fee,...,.. 11,0 Value of-, 3 (lost of the Work-, ......... 11 4-11 7 Waiver of -on Final Payment ...... .. ........ 14 14, 1415 Cast Records 11 7 Work Change Directive. 10,2 definition o(, 1.9 written notice required J. It, IL2. 11-A erneigtriciC5 ....... 21 Clarifications and lnterpiLtmions� .... 3.63, 9,4, 9,11 IliNGINE"EWs responsibility . ..... 9X 10A, 112, 1211 Clean Site .... .. . .. 0.17 execLaicin of__ ... .... ____ .............. ....... _ji)4 ('Mes of Technical Society, Organization Indemnifictiori ... ......... _pJ' ., 6,16, 631-6,33 or iks3ociation 3 Insurance, Dondi and 51 o' 3 13, 1 a 5 (-'oniinencenientof('otitractTinies OWNE'Rmay terminate 15.2-15,4 CQMMUniCatiQnS-- OWNER's Responsibility, ..... 8.6, 10,4 general '6,2. 6,9-2, 8A Physical Conditions- Hazard Communication Prograta.5 6 22 Subsurtliceand...............................................47 ('0111pletion- Underground Facilities--....................4 3,: Final Application for Paymenl_ ......................1412 Record Documents 6,19 Final Inspection Scope or Change .... .. lo.3-10,4 Final Payment and Acceptance. 14,13-14,14 Subbutules 6.8. 2 Partial Utilization- 14,10 1 lnil Price Work 119 Substantial Compleiton 1 3X, 14 8-14,9 value of Work, covered by_ . .......... ......113 Waiver OI'Clailin ........ ... ... ........ 15 Changes in the Wot k to Computation ot-Times 17 2 1,1722 Notification of Surety p) Concerninu Subcontractors Suppliers Ulf? EV, and ("ONTICA(JORs lill d Odicrs 68-6 11 responbibilitics contcrelwes- Right to in adjustment initially aCCej)jablc wore ofebange ........ 11) 3- 1114 pre cons t rU Or 101t „ .... .... 2 8 [hints-- f'onflict, Error, Ambiguity, Disci epancy- again, -1 OR CONJ RA( st 6, 16 CON I RACI'Ok to Report 5, 3.3 2 against ENGINEER 6 3-2 (,'oiwrwdon. before starting by against OWM�k 32 CONTRACTOR 2 S-'- 7 Change of ContrHct Nice t! 4. 11 -1 Con.s1ruclion Machinerv. F"Jolpmeni, eic 64 Ch,,ingo of ( ' 'cntraci Tunes ............. .... .. 9,4� 12 1 C%munuitw the Woik- 6 20 1 o 4 C. OXFRACTORs 1 1 4, 71, 9,4, 939 1 L 1112, contlao D("Unents-- ....... 1 2, 11 12, 1, 13. )- 148, Alliendtilp 1 15.1, 15.5, 173 Bond. L.Alk' tiESLRAL (" Cash Allowances, article or Paragraph Number Change of Contract Price, Change of Contract Times ( 'hanges in the Work,.... ............. . I O. 4- 10 3 check and verify 15 Clarifications and InterpretAtion%_ 2, 3 6, 94, 9 11 definition of, . .... .. .... .. 1-10 rNOTNI,',IiR as initial interpreter of, 9.11 ktNGfNU',R as OWNER's representative ...... ... ... 91 gencru13 lnsurance,.. ... .. ... 5,3 Intent 3.1-3,4 minor variations in the Work, 6 OW'N'[-,'R!s responsibility to furnish data-- .8,3 OWNT�R's, responsibility to make prompt payment, 83, 14 4, 14 13 Precedence_ Record Documents 19 Reference to Standards and Specifications ol"Jechnical 33 Related Work 72 Reporting and Resolving Discrepancies., 2 5, 33 Reuse of 3.7 Supplementing., . . ... ..... ........ 3.6 Termination of EN3INLI3R`s Employluerif 8 2 Unit Price work ....... ........ ....... ............ )19 variations........... .. 6 23, 0,27 Visits to Site, ENG)NFAXs Contract Price -- adjustment of 3,5,4.1,9,4,lo.3,11,�211,3 Change ot Decision on Disputes .... . ..... _9 11 definition of it Contract Times— adjusinwra of 4.1, 9A 10, 12 Chan- c of 12.1 -114 Coniniencenient of 2.3 definition of 1, 1 ' ('o\,Tu('T()R.- Acceptance of insurance 514 ri'ommunieations ti.2. 6,c, 2 Continue \Vk)fk 6 '9 104 coordination and scheduling - 6 9 defilotion of ... ..... 1,13 Limited Rehana on Technical Data Aulhonzcd 4 May Stop Work or Terminate 15,5 provide site access to others 2, 112 Safety and fyoractiorl 4 3 1.22- 610, 6 18, Shop P niwingand Sample Revww Prior to Submittal,, - Stop Work requirements 4 52 CONMAC VORs­- Art icle or Paragraph Number Compensation,_..._ 11.1-1i,2 Continuing Obligation_ ......... ..... ...... ­ ­ 11 14,1 i Defective Work.._ ............. 1310-13A4 Duty to correct dfechve Work_ _13 11 Duly to Report_ Changes in the Work caused by Emergency, 6,23 Defects in Work of Others,.- .......... ........ _7 3 Differing conditions 4,2.3 Discrepancy in f)ocuments_ 5, 33.2, 6,14 '1 Underground Facilities not indicated., Emergcncies. ...... 623 Hquipment and Machinery Rental, Cost of the Work_ ................ 114,53 Fee --Cost Pills 11.4.5.6, 11 5A, 11.6 Gieneral Warranty andG uar-Hritee 63o Ilazard Communication Programs 6.22 Indemnification , , _ 1 6 110, 16, 0,31-6,33 Inspection of the Work., 7 3, 13.4 Labor, Materials and Fquipmetu ........... (0-6.5 Laws and Regulations, Compliance by 6141 Liability Insurance 5.4 Notice of Intent to Appeal,,., 10.4 obligation to perform and complete the (i 3l) Patent Fees and Royalties, paid for b}............ �6,12 Performance, and Other Bonds 5.1 Permits, obtained and paid for by 0,13 Progress Schedule 2-6, 2.8. 19, 0.6, 619. 10A 15,2, 1 Request for formal dectsionon disputes.........._ _9. I I Rcstionsibilities- Changes in the Work lo, I Ouncenting Subcontractors, Supphels and Others 68-6A] Continuing the Work 629, 11) 4 CONTRACToR's expen.w, ('71 CONTRACTOR's General Wwrant% and Guarantee 6, 30 CON rKA(_T0I6, revickv prior to Shop Drawing or Sample -submittal, Coordination of Work 69.2 Eiuorgeft6ts, _ . 6.23 EN(31M,'U's clalmmon, or 'Or -Equal" items, o T3 For Acts and omissions of Others, , I f, zr 14, ') 1 0 13 for deductible amoonts,insurance j') goicrat ... 6_ 7 2, 73, S 9 Ilazardolks ("omnuinw-allon Progl`dnl's' 6, 22, ln&mn[flvation­ o 31-6 33 FJ0X'GFN1,XA1XQNiA 11ON3 PA0,8 (1 "0 hDITI (IN) W(I rV '-A Labor. Materials and F(luipment, .___._6.3-65 (Y)MRACTORS--other I.awsand Regulations __-...6.14 Contractual Liability Insurance_ ...__.._._. 54,10 Liability Insurance , _. ... .... .... 5.4 Contractual Time Limits. _...... _ J2, 2 Article or Paragraph Article or Peraeraph Number Number Notwe of variation from Contract Documents__., Patent Fees andRoyaiiies_, ... , .._., .......,f.12. Permits- _-,..,,,. _..... 6.13 Progress Schedule . _ . _ . _ _ ,.. _ ..... ,. , 6.6 Record Documents rutat�ti ll"ail k performed prier to la\.GINEI R's approvul of required submittals, ... _.6.25 safe structural loading.._ ...... . ..... 6.18 Safety and Protection -. __.. 5 20, 7 2, 132 Safety Representative , .._ .. __- .. 6.21 Schcduting the Work,,,,,,,,,,,,,, 6 9.2 Shop Drawings and Samples.. _ _... 6,24 Shop Drawings and Samples Review iYVL\;UMER _........_(.26 Site Cleanliness 6,17 Submittal Procedures 6.24 Substitute Construction Methods and Procedures 6.7.2 Substitutes and "Or -Equal` lwms . .. ,6.7.1 Superintendence_ .. ,._. ......_ __-'.2 Supervision Survival of Obligations_ ........... . .......... ...,6.34 Taxes.._ ..............._ .. 4.15 Tests and lnspectton s. __ _._ __.13 5 To Report _.._ _ _.,13 Use of Premises _ _.....p 16-6.18, 6.3o.2.4 Review Prior to Shop Drawing or Sample Sulxttittal........................................ 6,25 Right to adjustment for changes ut the Work10,2 right to claim 1 4, 7 1, 9,4, 9 5 911, 10 2,11.2, 11.912.1,19,14.8,15.L15.5,173 Safety and Protection _ _. 20-6.22, T2, 13.2 Safety Represe native _ 61-1 Shop Diata`ings timd Samples Submittals ,!i 24-6'28 Spectal Consulttnt4. _ I t_4 4 Substitute Construction Methods and procedures 6 7 Substitutes and -tar-L{lual" hems, l 4pensc _... .. _ ..6,7.1. b.7.2 Subcontractors, Suppliers and Others 0 8-611 Sulpervistext and Superintendence, 6.1- a; 2, 6.21 T,Ixes, Payment by - - t`se of Premises 6.16-6.18 Warramies and guarantees _ � �. 6.31i Lk arrnnte of Title 14.3 Written N'olne Required-- t`UZT11.AC'Ct�Ct stop 1�'ork or termnmte.,-.._.15.5 Reports oaf Dtfferme Subsuftilev and I"ivy slept Conditions .__.....,.. _ 4 2.3 Substantlal Completion ..-..-. ._ _ _„14.8 till Ccxxdalatxm-- C7,ONTRACTOR'sresponsibility,-...__._ Copies of l?acuments. 2 Correction Period.... 13.12 Correction, Removal or Acceptance ofD�%eefive Work-- in general_ ............... ......_.,104,1, 13.10-13 14 Acceptanec of&feOive Wotk_. ... .. - ..13,13 Correction or Removal of Defective Work ..,_..... _ .._. , 6.30. 13,11 Correction Period 13.12 OWN(AZ May Correct VJ eehve Work_ Ll 14 OWNER May Stop Work..........................13.10 Cost -- of Tests and Inspections__.. _ _ ,13 4 Records 11.7 Cost of the \Vork-- Bonds and insurance, additionaj_.................11.4.5.9 Cash Discounts...._......................................11,4_2 COiv rRACTOR's Pee 11.6 Employee Expenses, _. 1IA3,I Exclusions to -, 11.5 Ueneral11,4-11.5 Home office and overhead expemw.�...................1 1.5 Losses and datmages.,...... ,,,,, 1IA. O Materials and equipment lvtinor expenses ....... _ . . 1 Ld_S.8 Payroll costs on changes _..-- HAI performed bySubeoanaetcros -,... 11-4.3 Records 11.7 Recitals of C flStCuetlCOa equipment and machinery ..,... _I IA $ 3 koyalty payments, permits and license fees,. ._..._. 1 L45.5 Site office and temporary fautltttts It 4 5" Special Consultants, CON RAC OW.S.... _._... 11 44 Supplemental _ 114s 1-axes related to the Work,.. _... _. 1.1 4 i 4 Tests and Inspection _ .._ _ _ _. 134 Trade Dtssounts __. _._ ._ _ 11.4.2 utilities, fuel and sanitary fecilitaca _. 11-4 N 7 Work alley raguhu hoors.. 11 4A Ceverting Work _ 13.6-13.7 Cumulatttye Remedies _ _. _ 17 4-17 5 Cutting, fittings and patching.. ..-... 7" Mta.. to tv furnished by 014f,3ER 8 3 Dq--dc6nnlon of .. _._.. _. 17.I , rizle¢ri+`a.-defhpitiono,l .___.. -_.1.14 Y laelo,e Work- Accepunwe cat,.. t:1CfA' riT: �:Idf Ai. C+,'�[N I ICT9'S l9t �)-g t I F§a FI tit ❑i7;t7 u `CAi'Y r1r Fi3RT t'C3Lt.ts,:ti ii)flirt€:3T1r'�9 {al:� �i'^pq1 C Orreeticm or Remceat of 10A 1, 13.11 Correction Period 1.3A2 in general - .. _ ,13. 14.7, 14.11 Article or Paragraph Number Observatiin by1��'dxl� Hid..-.,.._...,._..........,. 92 - OWNER May Stop Work_ . _.._ ..,.13.11) Prompt Notice ofDelects. , __. 13.1 Rejecting*..,.... ..... Uncovering the Work._,-. _ ....._ . .. -...__j3.8 Definitions } Delay's ........4.1, 6 20 123 12. A Delivery of13onds., _._. _.,_.I'l Delivery of certificates or insurance, ..- , , __...-_...2.7 Determinations for Unit prices- _ ..... _ _ ...., 9,10 DitFring suhsurface or Physical Conditions -- Notice or _...... ... ...._..... _A.2:3 I-NGIN'FFR`s Review....... .2A Possible Contract Documents Change . .... 4,25 Possible Price and Times Adjustments .. 4 2 6 Discrepancies -Reporting and Resolving _ _ _ .__ _._2,S.3,3.2.6,14.2 Dispute Resolution -- Agreement...... ...Iti.l-Ifi.6 Arbitration 10.1-16 generall6 Mediation_ ......, DtsputeResolaron Agreement _ 16.1-16.6 Disputes, Ikcisions iw EN N1 hR......... ......9 11-9,12 Documents - Cop" of Record 619 Pause of , ,, e ... Drawings--defenititin of, .. ,. _ _ .. 1 15 Fasenicnts ......................... ........ 41 i:fTwive date of Agreement -- definition of__ ..- . , j,16 limergencueS_ 6.2, as initial interpreter on disputes,___, 9-11-9.12 defiriition oi.. _ .. 1.17 Limitations on authority and iesponstbillties,,,,, 9 13 Replacemantof S.0 Resident Project Representative y3 I.NCiINHER"s Consultant --definition of I IS LN I:NEER's-- authority and responsibility, limitations on 913 .'iu0101"IZed Varlatlons in tine Wtyr1,-, _,......, ..9_? Change Orders, res}wrrmblhty for _ 07, W. 11, 12 Clarifications and Interpretations 3.6;3, 9A Decisions cni Disputes _.. _-,--- .... -0 tl-9 12 defaerire Work, notico or ._ 23-i f:valuanOtt of'Sulislitn eItems il_7_,3 1.tabiltty t 912 Notice Work in .?tc ctpPablc _ J 1d 3 obseiyations_-.. ........ ............._ 6,10.2.9.a t)ik`lvVR"sRepresentative,...-. Payments to the CONYRACTOK Responsibility for _ ...._._. ..._ .__..... _9 , 14 Recommendation of Payment__ ..__ , . 14.4, 14 13 Article or Nragraph N"um For Res}wnsibtlities--Luitittrtionson, ,9,11-9,13 Review, of Reports on Differing Subsurface and Physical Conditions-,.,, , 4-2 A Shop Drawings and Samples, review responsibility _ 61-6 Status During (Anstruetion-- audiorrzed variation9 in die Wotk.. _ . __.... 1•T Clarification -and lnterpretatiorcS....... .........9.4 Decisions on Disputes_ ,. _ _ 9,11-9,12 Dete minatiotrs on Unit Price . _ _. __ 910 GNGINI;FiR ,is Initial Interpreter 9.11-9.11 FNGINFER`s Responsibilities ..... ........9_ 1-9 12 1.imitmions on 1, vt>i\EF1 s Authority and Responsihilities_ . . y 13 t:) V\T-.R.s Representative_. -_ . __.9.1 Project Repr"ntativa 9.3 1<ejcetinp 73 Ject i a Wore.. ....... _ ....... ... ?.6 Shop Drawings. Change Orders and Payments Visits to Site Unit Price determinations. V iSAS to Sit@-, Written consent requireO..... ,................. ......7,2, 9,1 Equipment, iaboi, Materials anti.... ...... ......... ..._(0-6.5 Equipment rental Cost of rho Work _ _ _ 11.4.5.3 Equivalent ltiiterials ajidEcluipment, .... _ '7 erraior cxnissicns. 6,33 E:viderice oI 1'inancial.atrangements r1' 11 Exptorations of physical conditions ... ..... .......... 4.11 Fee, C0NTRACT0R.'s-Coat-I lots ................... ....d1.6 C'ield ( Eder-- dcGnition oC 1. 1 1 I L19 issued by ENGINLER 3.6.1, 9.5 Final Application for Payment.. 14.12 Canal Inspection' .. ,. 14,11 Final Piiy-ineru-- and Acceptance _ __. .. ._......14.13-14.14 Prior to- for flash allomarees 11.8 c ienernl Pi oN 1"iions ........................ ............ General Requiremenin-- kh'finliion of I.J) principal ret4ences tyi n._d Giving ivotice ITI tivarantee of WUrk.--k o'f fl,1 R.V,*T0JK _., r1 N)- t4. t2 tlnzard Communication Programs _ , c4.22 II}Iyardoijs asie-- detinituin of .... __._ iwneral 4 5 Ulf JI k's re4porimlidity tCrr t, a-r x� rn *.rx vi, is �ni Ji tt<,ut; r 9i e s;i vvii ttt�irl nzw) n 0iYc+FORTCCAAAViMtNFIC.A17d51s{RrA 999) Indemnification., Initially Acceptable Schedules Inspection -- Certificates W' Final _..._. _ ._. n,l_, 6,16, 6,31-6,33 Insurance._..-_. _. _ _ .3 Precedence..._. _ ... _ _ 3 1, 3.3._; Reference to.... 3.3,1 _-, y 134. 13 5, 14 12 Safety and Protection ,-..... 620. 132 _ . . 1— -.. . _ .14.11 Subcontractors. Suppliers and Others__ , . 6.3-611 Article or Paragraph ;article or Paragraph Number Number Speci at, required by t SNi HR_. ...-..._ ..... "r.6 Testa and Approval_-_.. 8 7, 03-13.4 Insurance — Acceptance of, by0XVNL:R, _5.14 Additional, required by changes in the at'orle . Before starting the Work ,1,7 Bonds and --in general., _.... '5 Cancellation Provisions __... _ _ _ 5.s Certificates of , _ .-. 7, 5, t3, 5,4.1 1, S4.13, ......... .... 5,65, 5.5, 5,14, 413.47 14,12 completed operation, 5.4 13 CON'TRACTOR'sLiabihty .,, _ -._- .._C.4 CC1n UA,CTO'RN objection to coverage_.. _ - . 5,14 Contractual Liability 4,10 deductible amounts, CON'TRAC:TOR's resptxisibility........... ....._...,................ ........ Final Application for Payment.- 14-12 Licensed Insurers J.3 Notice requirements. material changes „• 5,. I0.5 Option to Replace, _ _ .... _. _ _ _5 14 other special insurances ..... _..... ......... .5-10 OWTvfiR as fiduciary for insureds- _,.5.12-5A3 01t GR's Liability ?.5 Partial Utilization. property Insuranct: ,- . , -,, , 3.15 Profway,_ _. � 65, 10 Receipt and :'application of Insurance Proceeds ................. { 12-5-13 SNC131Insurance_ yin Waiver ofl6ghts__.-.. _ 5.11 Intent of Contract Doctnnents Interpretations and Clarifications .- 3,0 3, tt.4 investigations ofphysical conditions ... . .......... .. .12 Lafxir, Matermis and Equipment 6 3-6, Lands -- and Easement; _. _ _ _ S.4 Availability of 4,1. 3A Reports tmd tests s 4 Laws and Regulations --Laws x Regulations-- Ila+Iris 5.1-5.2 Changes in the iXork _ _ 104 Contract Dmumcoats 3.1 CON I'IZACTOR's Rasp nsthrintes �.-. , 1, 14 Correction P4rioxl- %aG'hi'e Work I1-I2 Cost of the Work, taxes . ....... . ,.. � J 1 4 5.4 detinitiunot _.. _._ _._.. 1 22 generafci 14 0.31-46.33 Pests and inspectiona...- . ..-. - 13 5 t?scofPremises, . ........ ......... .... ..„.,.616 Visits to Site,._. ,. ..... ..,.. _. . ,.... _„3.2 Liability Insurance-- CONTRACTC)R's ..... .......... ;5.4 OWNERS . _-_._.?.S ___.. .............._.... Licensed Sureties and Insurers.. _,. _.... 5 3 Liens-- r rplication for Progress hsynteni _ _._ 143 CONTRA!"1'OR'sW'arrantyofTitle ... _14.3 Final Application for Payment_ .......... . ..14.1< definition of Winver ofClaims __.. .. .._.. 14 15 Limitations on l?lslti NFE 's authority and responsibilities_ _ . 913 Limited Reliance by C ON't RAt`FQR Authorized................................_...,......._...•....4 Maintenance and Operating Manuals— Final Application for Payment„,..,.__ ,14.12 Manuals (of others}-- preeedence__._. _ . 113,33 Reference to in Contract Documents., ...........33.1 Materials and equipment. - furnished by C'ONTRAC 0R fi. not incorporated in Work_ Materials or equipment --equivalent 6,7 Mediation (Optional) . -. ,.. _ ..._... 16.7 Milestones --definition of .... ........................1 24 aliseel laneous-- Computation of I'macs _17' Cumulative Remedies, {hvmg Notice ... E7.1 !VollCe of t'htnn. .-_ .._ _17.3 Professional Fees and Court Costs Included ......_.175 Multi -prime contracts _ _ _.._ -- 7 \or Shown or indicated 4.3.2 Notice of -- Acceptability of Prolact _.._ 14,13 .award, definition uf__ Claim,_..,..-.,..._...-.._..... ..... ...._ .._L7 Cref'ects.13.1 Differing Subsurface or Physical Conditions _ _ 4,23 Giving ,,-... _ITI Tests xnd Inspections, _._ ____ 113 Variatiolt, TwIl Drtnring and Samplct,,, . _ .-.,..6-27 Notice to Proeeed-- detinition of.._,,....... giving t;JC^Cx iA,N'ERAt, CON'tA I IONS 19M,X iWAt 1 D1110Ni bt CITY, r FOU CLitd3NS MODit RCA (ti??eN UWX T911) Notification to Surely 105 Observations, by F NIGINITR 6.31). 92 Occupancy of the Work_ 6.30.2A, 14,10 RR, 60, 9 13()nmsions or acts by*NI Open Peril policy form, Insurance,, , 5 6,2 Option to Repla . ........... ...... .... 14 Article or paragraph \umber 00t Equal" Items, *7 Other work- 7 (-)verlime 'Arork—prohibition of 63 0", IN, I R - - Acceptance of defec-0z W'ork_ .... ......... _13,13 appoint an ENGIINEFR, 8-1 as fiduciary,,. 5 t2-5 1-4 Availability of Lands, responsibility,, . . ..... ... 4A definition of 1,27 data. furnish 83 May Correct 17afccfive W(Vk ......... ....... 3 14 .... j 1 May refuse to make payment'. 143 May Stop the. Work,__;13.1ri flay Susiv nd Work, Terminate 15,1-15,4 Payment, snake prompt ...... 14 4, 1413 pertot mairw of other work., ....... ...... 7 1 permit,; and licenses'. requirements- purcha4"I insurance requirements 5.6-5, 1 o OWNIRs— Acceptance of the Work 5 Change Orders, obligation to e,,xecute .......... 5,o, I o 4 conlmunjcations................................................SA Coixchnation of the Work T-1 Disputes, request for decision, .... �. I I InSPOCtiOnS. tCSI.-, and approvals, 8.7, 114 Nouce of Detects, ....................... .......... J.1 I Construe ion, ENGINHH"Ws Status 9 1 Responsibilities— Asb�tos, PCBs, Petroleum, Hazardous VVasle or Radioactive Material it) Change......... . ...... ......... 6 Changes in the Work, I CON TRACTOR s responsibilitiA:S evidence of financial arrangcnicnvs inspections, tests and approvals;. M."Urar)(T lands and easements 4 protupt payment fly N 3 rrplacenient of ENGINFER 8,2 reports and tests S 4 Skip or suspend Work 'S' x, I I to 0 1 Terjnmate C('NTRX-TOIZs IS . S" 152 sepaj aw representative at say........... . .. ............ 9 3 testing, independent ..... . use CA. occupancy of the Wok written consent or approval required 1-14 I 6.3f). 2.4. 14.10 9 1. 6 3, 114 I �AU,'GiLM-AAL CONIIAHONS ED1110N) w CITY OF FART t,(4,1.1%S M(A)MC,%'n<N.', (REV 99q) Article or Paragraph Number written notice required _ _ ._. _.7_I, 9A, 9A1, 2, IL9, 147, 134 PCBs -- definition of general ..... #- OWNI Ws responsibility for Rirtial 1 Rilization-- definition of ,, __..... _ 128 ft general 6.324,14-1r Property Insurance 5.15 Patent fees and Royalties ... .... ....................... f.12 Payment Bands Payments, Recommendation of - 14.4-147, 14-13 Payments to CONTRACTOR and Completion — Application for ProgressPayments _- - . .14. C't7NTRACTOWs Warrantyof"Title .... ......14-3 Final Application for payment ..... ...............14.12 Final Inspection..._ .__14,11 Final Payment and Acceptance.._. 14 1:3-14.14 general ..... 53,14 Partial Utilization- __. _ 14.10 Retainage I4 Review of ppllcations for Progress Payments 14.4-14.7 prompt payment Schedule of Values.. Substantial Completion. _ 14.R-149 Waiver of Claims ... .... _........ . ...14:15 when payments due ................. ............... 14-4, 14,13 withholding payment Performance Bonds permits b.13 Petroleum -- definition of ..................................................... ]_30 general......_... _.............................. 4, } c)WN R's responsibility for_. Physical Conditions — Drawings of. in or relatmg to 1 Nt31N FER's review... 11 11 4 2,4 exv;ting strictures- -....-....._.. 4.2.2 general4.31._ Notice of l?iffet mg Subsurface or. 4t 3 Possible Contract NQuments Change 9.15 Possible Price and hinesAktitCaments_ 42.6 Reports and Drawings. _ 4-_,1 Subsurface and, q? Subsurface('onduicns 411.1 Techniwd Data, Limited Reliance by o'ONTR ACI t}R .Authorized 4 2.2 nderLround Pacili€ws-- general...._.. _. . ...... d 3 Not 5lumn of Indicted _ _ 4,3,2 I'f Ote'd:U On Uf,,,,,,,,. 4 a, b.2t) tip Article or Paragraph Number Shown or Indicated ._.._.. 4.3.1 Technical Data Preconstruction Conference Preliminary Matters _ Prelim inarySchedules .,....,�. ......,.. ,._...._16 Price, Change of Contract _.,.. _,. _...__1 i Price, Contract --definition of_ L71 progress Payment, Applications fir .. 14.2 Progrem Payarent--retainagc„ _ .__ _ 14 2 Progress schedule, C' YNTRAC I OR s......._ 1 (1, 2 S, 2.9, __ __......_.-_-_..... 6.6. 6.29, 10.4, 15.2.1 Project --definition of , , . _ _. _ 1.3)1 Project Representative-- t.N*GlNr-T?R's Status Diming Cowwuction _. _ 4.3 Project Representative, Resident --definition of _ 1.3:3 prompt payment by OWNT.R...................................5-3 Property Insurance-- Additimal _ 17 general$.6-S.lo Partial Utilization 5 1S, 14 10,2 receipt and application of procee&'.............1 12-5-13 Protection, Safety and ................ ...._ 20a_21n 13 Punch list 14 11 Radioactive Material— defmtion of, _ ..... .......... .. ........ 1.32 general4. i t7WNFR"s respom thility tor_, ....... ........ _ .. ..... % to Recommendation of Playtnen,...... ....._,.„ 14.4, 14 5, 14.13 Record Ikx tanents _ 6.14, 14-12 Records, procedures for maintaining Reference Points,_ ..... . 4.4 Reference to Standards and Spectficattats of Technical Societies_. ................ 3.:3 Regulations, Laws, and (or) ............... _....._............6-14 Rejecting PePerive Work _ _. _ _ _ . _ _ _ . _ _ 96 Related Work-- atSite Performed prior to Shop Drawines and Samples submittals revtaw,., ...._..!i 28 Renedies,Cumulative 174, 17j Removal or Correction ot'Oet"chve Work 13-1 I rental agreements. C)1\NI?R approval required _-11.4.5.3 replacement of HNGI,NEI—R, by OWNER_ -_ 8' Reporting and Resolving Diserepancies ' 5 +. 3.2, t, 14 2 Reports -- and Drawings . 2 and 1 gists, C)WNIIy"s responsibility, _4 $ 4 Resident and Protect Representative -- definition of . _ _ _ _ 1 33 provision fur.....,._.. 9-3 F Y_TX GLv''FR At. C)NDI I 1a)MO N) W,OTvst r,)RTI�'A1.1k tis?Cnwrtnf+).1s {itry 9,`9Ja Article or Paragraph ,Number Resident Superintendent- CONTRACTOWs ....._.-. Responsibilities— CONTRACTORs;-m general_ ......._. ENOINEER`s-in general, Limititions on.,..___ . ..._ .. - .....9.13 MWNIR's-in general...-,.< , Reminage .._.... _.1A.2 Reuse of Documents. _ .7 Review b} CONTRAC I'OR Shop Drawing' and Samplesi'fior W Submtttul, _.__..6.25 Revie%v (if Applications for Progress Nyments. Right to an adjustment __. _ _ . 10.2 Rights of Way...-_. _. -1 Royalties, Patent VCLc' ancj..................... ...... f.12 Safe Ptructural Loading __.. .... -... f 18 Sat'ty-- and Protection, , . _ ... _ . 4.3,' 6,14, 6.18, 72 13 2. .yteneral ........... 20-6,23 Representative, CONTRA4 TOWs,....... ... „ „ ,f.21 Samples -- definition oj.<_ _I,34 general .... , , ,t 24-628 ReytewbyC -TRACTOR 6,25 Review by I NGINhER, <... .......... ..t,?6, Ci 27 related Work .............. 6,28 Suhmlttal of. b 2d 2 submittal prececlures Schedule of progress. 2 6 18-2.9, 6.6, d 29, WA, 15.11 Schedule ol' Shop Drawing and Sample Submittals ...........................' 6, 2.8-Z.9, 024-6-28 Schecule of Values _ _ _ _._ .2 0, 2.8-2.9, 14.1 Schedules -- Adherence to Adjusting _ _ tilt ('hange of Contract Tm es ..., __.-,...._ ......10A lnitiallyAcceptable Preliminary 2.6 Sccfp¢ of Changer _ ..... W3-10.4 Subsurface. Conditions Shop Draw ings-- andtaniplcs,general. ..._. ¢,24-6.28 Chaiuze Orders & Apph",tkini for 1 avntents, and nprroral of _.... ,.,, „3.6-2 l:\;t,l\FE'k's responsibility for roi ww,, _ ._ ....,_,,, 9 7, 6,24-6 29 related Work 6.28 review pioceduies 2 R 624-6 28 Article or Paragraph -lumber submittal required _ _._ _ , .. 624.1 Submittal procedur'es, . , _.ti 25 uu to nppr(wc substitutions .673 Shaun or Indicated .... ... ........ .._....._ 4,3.1 Site Access.7.1 132 Site Cleanhnecs_...... _ . _...... 617 :fate. Visits to-- byEN'GNI E@R,..... ... .__. _._., _...52. 132 by others 13.2 "special causes of loss" policy form. insurancl'. _... ._. _._.. ,. ..., _..... .. .. 5. 6.2 definition of, < .-. ........ 1,36 Specification,%— defmaticnof__..- of Technical Societies, reference to_ 13.1 precedence...............................................:'I' 3.3 Standards and Specifications of Technical Societies,,.._ .__. _„33 Starting Construction, Before.. _ „„ 2.5-2.8 Starting the t1'ork... .... _. 2,4 Stop or Suspend Work-- byC"ONTRACTOR <. ......... ......1i.3 by O4i" v}3R 8 8, L;10, 15.1 Storage of materials and equipment 4.1, 7.2 Structural Widing, Safety, Suiwontratto r Concerning............... .... ........ 1 I definition of, ... ....... .......... _j 37 delays _ _ 12.3 waiver of rights„< ti l l 3uN,ontractors--in general 6,8-6.11 Subcontracts --required provisions, 5.11, 6_11, 11 4. 1 Suhm dtals-- Apfalicatlans for payment,.,_,,„_,,,_„_14.2 Maintenance and Operatics 4anuals_._ 14 1Z Proccduies ., _. 625 Progress Schedules Samples, _ .- t 24-6,28 Schedule of Values ........ .......... .. 16, 14.1 Schedule of Shop Dr wmPs and Samples Submission _ _ _ _=n.2.N-29 Shop brawings_ ... _. _._- _ _ sr 24-0.28 Substantial f`i+lti plot icon-_ cxrtilic:ation of.._. .. 6 Itt2 1, 148-14 4 deurtition tiubsututc C"onsintctioti Methods or lhocedu es 6 72 Substitutes and "Or F; ual" Items_ _6,7 CON rkACTOR's Expense WN(;lNl 1 R's FVMLtatlon f 7.3 7 1 1 .`i1J14yCItnte cori.$n'uctton Methods VA"DC O * UUM' Ci'til)t'110Y"'S k8704 rl9v(r HMAI Nv w"OTY OF Ft'*T CXr6r.1VS t1t,l)(MAWNS {RPa"t iii Article or paragraph 'dumber c7f Procedures', .............................. i?. 7.i Substitute Items ti 7.12 Subsurface and Physical C'oodiuons - Drawings of, in or relathg to,. l,N{ INE.HR's Review..... 4 24 general....., ._............. ... . ... . ... ...42 Limited Reiia»ce by CC"NTR.AoT.C�R Authorized 4 2. 2' Notice of Differ ing, Subsurface or Physical Conditions_ 4,13 Physical Coruhta:vs_... ... ....... .. ....4,2 12 Possible Contract Documents Change 4. L5 Possible Price and Tim es Adjustments . _ . _ _ 4.2.6 Reports and Drawings. _. 4.11 Subsurface and ........ ... ............. ............ ...4.2 Subsuriacz C_,ondit nns at the Site,. . _ ..-4 2-1_1 'technical Data , _.. 42.2 Supervision-- CONTI�1CTtJR's C)WNER shall not supervise...". ........8 9 F,NGiNk,'l R shall not supervist............... ? 2, 9. i 32 Superintendence 6 '- Superintendent, C ONTRACTOR's resident _..-. e? Supplemental costs, 1, ,.„ ..1. .. , ._..- I1.4.5 Supplementary Conditions -- definition .................................._........1.i`' principal referencs to.................1 10, 1-18, 2 2, 2.7, 4,?. 4 3, 5.1, 53, SA, 3 6-5.9- 5.11, 68, 6.13, 7A, 8.11. 't.3, 9,10 Supplementing Conti act Documents, -., _ ,.3.6 Supplier -- definition Of . ............... ... ] QO principal refeiencos to. ... ....... }-7, 65, 6_8-631, 3i.20, 6,34, 913. 14.12 Waiver of Rights .. . _6.11 Surety -- consent to final payment _ _ . 14.12 14.14 ENGINliFR has noduty tp_,....,__ ...._.__,......... 19 1.1 Notification of _ _ 10, 1, t0 �= 13 2 qualification of 5 1-S .3 Sury ivat of Obligations. �.34 Suspend Nark, OWNER May _._ 13,1 ti. 15.1 Suspension (if Work and fermmatton- CCiNTRACTt )R 41av Stop :Fork orTerntuiatc_._ OWNER May Suspend Work . CANNFR \'Uy 1"erminaie _. 15_2-15.4 I axes--ltavmeni h, Ct>MRA� I I OR 615 Technivat 1>ata-- Luuned Reliance by C°L"1iti-f1ZACTOR .-..._. ....... a.2.2 Possible Priea rod Timm adjustment, _ 4.2 6 Reports of I>OM Ing Subsurface and Pht'aical t_`Qnditions 4..�2.3 xiv Ieanporary construction facilities ._.. _ _ __._ Al Article or Paragraph Number Termination— by COMI RAC OR _._ 15-'i byOWNWR__... , . ...,._.S,8,15:1-15.4 of 1 NGINFER'smployment _.8,2 Suspension of Work-in general ..... .... . ...........1 S Terms and Adjectives.. 3.4 Tests and Inspections -- Access to the Work, by others 1.12 CONTRACTOR'sresponsibiliucs_„_„, cost of 13.4 covering Work prior to. _. - 13,0-13-7 Laws and Regulations (or),, ....... 13.5 Notice of Defect; _ _ _ _. _ _. �,13.1 OW 3FR May Stop Work_ . . __ __13-I0 0)WNFR'sindependanttesting, . ,_,,,,,,, Special, required by FiNtaiNFiFR_....._, _ _._..._ 96 timely notice required . _ 13.4 Uncovering theiVork, at I NG1:v EWs request `fImes— Adjusting.......... ...... .......... ............... .,....,........ .6 C'hangeofContract ._ _. _ ._....._.. .....12 Computation of 172 Contract fames --definition day _ 17 22 NTitestones_„-... ... -. Requirements — appeals _ _9-10,16 clarifications. claims and disputes_.1I. I L , 1? C'untmenceoienr at (_".oniract "i nnes ,-_.- 2.3 Preconstruction Conference,.......... . .........'.S whedulas..... ....... .... .............. .2.ti, 2, 9, 6,6 Starting the W($'i<_.....-. .112:4 Title. Warranty of . _ _. _ 14.3 L ncovertng 41`ork- _ __. .... ..,,13.h-13,9 underground Facilities 1'likNical Condnion_s-- defnition of,.... .. 1.41 Nor Shown or Indicated _ 4.3.2 protection of _ 4 3, 6-20 Shov n or Indicated 4.3.1 Unit Nice Work— claunr: III Y 3 definition of .__.. 142 i�cnetalI I 't. 14 1. 14 i Knit Prices, general 11..3, I IMernnnanan for 910 soy of Fromiset= 6 10, n 18,63o24 Utility ownir5......... __,....... 4.13, 020, 7-1-73. 13,2 [Ailization Partial 1 28, 5,15. 43i}? 4, 14.10 Value ofihr ll'oxk,,.. ._, ......11.3 slues, SJIVdule of _ _ r. _ S 9. 143 141C(A MIkALCON11r€k`AS'lYt,i•R fL9'/4 E:L?tl7Qtii n Ct'tY t ('r,,R"r s't71d.l Nti'�1�DIt7t k"CICl,�w: tRCG' 9,'AH7 Prospective Bidders are invited to present their questions relative to this Bid proposal at this meeting. Bids will be received as set forth in the Bidding Documents. The Work is expected to be commenced within the time as required by Section 2.3 of General Conditions. Substantial Completion of the Work is required as specified in the Agreement. The successful Bidder will be required to furnish a Performance Bond and a Payment Bond guaranteeing faithful performance and the payment of all bills and obligations arising from the performance of the Contract. No Bid may be withdrawn within a period of forty-five (45) days after the date fixed for opening Bids. The OWNER reserves the right to reject any and all Bids, and to waive any informalities and irregularities therein. Bid security in the amount of not less than 50 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 �/Cj�� Q By `t1_� tL ames B. O'Neill, II, CPPO, FNIGP urchasing/Risk Management Director 07/2001 Section 00020 Page 4 Variations in kVork--Minor Authorized 6,25, 6.27, 9,5 Article or Paragraph Number Visits, to Sitc—bv ENTGINEEF.............. ...... 9.2 Waiver of Claims --on Final Nment 1415 Waiver of Rights by insured partic.5,___ \Nurranly "nd QuaTantet. Ocrieral—by CONURA(7170R., ...... 6 30 Warrarty of Title, CONTRACTOks —143 Work — Access to 11,2 I)y othcrs_ . ... ... ........ .. . ... . ..... .......... .. ....... 7 th Changes in e .. ...... 10 Continuing the, _ _ , . .... .. 6 29 CUNTRACTOR Ntay Stop Work or Terminate Comfiria(Imof 7A (lost of the,,_ ............ ......... 1, 4111.5 definition of —143 13 14 other IVork 7 OkVNER Nlav Stop Work . . .. .......... 1 m,.10 (),V'VNFR Mav'Suspend %Voik- ......... , _ .) 3, 11), 15.1 Related, Work at Site—I'.­rI­11­ ........... 7 1- 7.3 Starting the, -'A Stopping by CONTRACFOR 15.5 Stopping by (AVNFR, , t5.1-15.4 Variation and deviation authorized, minor _3 6 Work Chan ge Directive — claims purskiant to definition or, 1,44 principal references to 33,3, 10,1-10,2 Written Amendment — definition of 1, 4-5 principril ret'erences 10, 15, 5,105,12, ... PA2, 6 &2, 6,19, 10,1, 10A, j.1 1-1 1, 13. 1 ? 1 1+7 2 Written Clarificaiiows and Interpictatiomi 3,6.19.4. 9.11 written Notice Required -- by CONTRAC roR 1, 9,10-9, 11, 104. It 2, 12.1 I -A; 0%% \1 c K 10-9 11, 1 14- 11 . 2 13.14 ILIO Y,* (it NERAL CONDI NO I 31 1t ,,"' f I Im) L A 11 ON) w CITY 6?F FORT COLLINN IMONFICATI,?N, iREF 9,99) Jim lxage left blank intentionally} W: 0 ry O n ONN OWN GENERAL CONDITIONS ARTICIA' 11-DEFTNI[TIONS Wherever used in these Ueneral Conditions or in the other COntracA Documents the following tents have the meantrip indicated which are applictible to both the singular and plural thereof: I I :ldxtmda--Wriven or graphic insit-umenz issued Prior to the opening of Bids which darif% correct or chmnge the Bidding Requirements (it the contract Documents 4govIrient-The written contract between OWNER d C aril covering die Work to be perforated, other Contract Documents are attached to the Agreement and made a part thereof as provided therein, 1 3 Application for Palwwrtt--The form accepted by HNGINFER which is to be used by (',O\-I'RA('.I'OR In requesting progress or final payments and which is to be accompanied by such supporting documentation as is required by the Contract Documents 14 Asbesios--Arty material that contains more than one Ivrccnt asbestos and is friable or is releasing asbestos fibers into the air alcove current action levels established by flit- ( Jarred States Occupational Safety and health Mnalrustiation t 5 Bid -The offer or proposal of the bidder submitted on the prescribed form setting fiAi the prices for the Work to he performed 16 HUMg DocrIinenis-The advertisement or Invitation to Bi(L instructions to bidders, the Bid form, and the proposed Contract D(vurrients (Including all addenda issued prior to receipt of Bids), 1,7 Rithling Requirements. -The advertisement or trivitation to Bid, instructions to biddeirs, and the Did form 1 8 Boruh-Performaticc and Pcyalait bands and other instruments of security. 19 Caurige or&r—A document recommended h� which is signed by (-()`yFRACTOR and (AVINER and authorizes an addition deletion or revision in the Work, or an adjustment in the Contract Frice or the Covitrad Times, issued on or after the Effective Date of the AL,,reemera I it) ConMrO T)ocunreirly-fhe .\LreeMVnj_ Addenda t which pertain to the Contract Documents), ("()N-1 xjow'l , ofC., Bid (infAuding dmurucritution accompanying the Bid and any post Bid documentation Submitted prior to the Notice of Award) ,klien attrieltal as ,at exhibit to the Agreement- the Notice to Proceed, the Raids. thew Ovnsral Conditiorrs, the Supplementary Corvlitiojve, the Specifications and the Dmwme.q as the QFNERA L C"IND] 110,N5 0104 (19r401 1-"Lfillm) ciry oi, i ov,, r c0l-L[NS NioraFic.Arioxs atiN I owi %tue ate more s1vcificatly Identified in the Ag-jeenivot, together with all Written ArnendmeniM Change Orders, Work Charge Directives, Field Orders and 0, qGINELW% written interpretations and clarifications issued pursuant to 3.6.1 and 3,63 on or after the Fifectivc Date of the Agreement Shop Draw-ing submittals approved pursuant to paragraphs 6.26 and 6.27 and the reports and drawings referred to in paragraphs 4 2 1 and 4i'- are W Contract Exyzurnonts, I It Contract Price -The, moneys payable by OWNFR to CONTRACTOR for completion of die Work in accordance with the Contract Documents as stated in the Agreement (subject to the provisions of paragraph 113) 1 in the caw of Unit Price Work) lAZ, Conrad 7-inies-rhe numbers of days or the dates stated in the tkgrenicnt: (I) to achieve Substantial ('0111pletion, and (ii)to complete die Work so that it is ready for final pa}inent as evidenced by r-NOINEMs written recommendation of final payment in accordance with paragraph 14 13 H 1 3 COA7RACTOR-The person, firm or corporation with whom OVVNO;R has entered into the Agreement 1 14 tk*efire-An actiective which when modifying the word Work ictem to Work that is unsatisthowAy, faulty or deferent in that it does not confortu to the Contraci Documents. (-w does not meet the requirements of any inspection, reference standard test or approval referred to in the Contract Documents, or has been damaged prior to FMINEER's rearaimondation of fired pa mem (Unless responsibility for the protection thereof has Con assumed by OWNT-R at Substantial Completion in accordance with paragraph 14 8 or 14, 10), 1 15, DrarwriV.-The drawings which show the scope, extent and character of the Work it, he furnished and pert6ratal by CONTRACTOR and NOtich hmo ban prepare(] or approval by ENUINFIN and are referred to in the Contract Documents. Shop drawings are not Drawings as so (Jefitied, Vale q1' die 4,9)verrrenl.-The date indicated in the Agreement on which it becomes effective, but if no such date is indicated it means the date on which the Agreement is signal and delivered by the ImA of the two parties to sip and deln er 117 person. firm or corforation named as such m die Agreement. I IX F,%01A'EFR% (7unvultarit-A person, firm or corporation having-, ;I contract with EM;MFER to furnish services as EN'Gil\U-.Ws indlep,,ndtnt profs ional associate or consultant with rexpect to the, Project and who is identified as such inthe SuppLevaerairy ( onditions, t Fj field Order --A written order issued by ENGINE'EK which order minor dianges in die Work in accordance - with 1-aragal,6 9 � but ,0irch does not involve a change in the ('oranx ct PTioC Or the (Antract runes_ 1,20. Oeneral Rednir'aments—`JSeGflc�il5 0l Division 1 01 the Specifcations_ 1.21. Hazantouv Waste=fhe term Hazardous Waste shall have the me nnig provided in Section 1004 of the Solid Waste. InVosal Act (42 t'SC Section 64)1) as amended from time lotime. l.2— Er, Lanes and Rzgulutiwrst Laws or Regulatiarzy--Arty and all applicable laws, rules, regulations, ordinances, codes and orders of any and all governmental Undies, abeticies, authorities and wurts having; jurisdiction ! �?Um_Ixgul Huliifr}s-shall_Uc„tiwse halides zhsqtrNc4 iw tin i,`,i4of hoeY Goblins L23. Dena --Liens, charges, security interests or encuinbran es upon real property or lwrI property. 1.24 Mileshine--A principal event specified in the Contract Documents relating to an intermediate completion date or time prior to Substantial Completion of all the Werk. 1.25, ivmce 0)"Awwu --A written notice by okkrN'fitt to the apparent successful bidder stating that upon compliance by the apparent sucemful bidder with the conditions precedent enumerated therein, within the time specified, OW'GDR will sign and deliver ilte Aetreeniem. 1 26 ltookce to Prxk Geed —A wnuen notice given by OW,NFR to CONTRACTOR (with a copy to ENG1NEI.,R) rvarng eta elate out whieli the Contact Tunes will commence lei run and on which t.'.O?i TRACTOR shall start to perform CONTRACTOR'S obligations undLr the Contract Documents. 127 O WYTT—The public body or authority, corporation a xiahcm, firm cr }. ruin with whom t (ATRACTOR has entered into the Agreement and for whom the Wort is W be plouide(t 1'_fi Pullin[ (rrilf aPivn--t.Sse },v C)tt'\11R x>f a substantially completed part of the Work for the purpose for which it is intended for a related purpose) prict to Sulst mtal Comipletion of all the Work. 1 29 PCBs —Polychlorinated biphenyls. 1 3r)_ Pziral pan--Yctrokuni, including crude oil or any fraction thereof which is liquid at standard conditions of lemperature and pressure (60 degrees Fahrenheit and 14.7poundq per square inch absolute), such as oil, petrolcuni, fuel oil. oil sfucige, oil refuse. ausoluie, kcro wne and oil mixed with other non-llazard us Wastes end cntde vile. 1,31. Prupevi--The total oristructjon of which the Work to fx provided under the Contract 1ocuments miry be the whole, or a part xs indicated elsewhere in the. Contract 1 n,,cuments_ 1 3i,t. Radleacme 4urrrGrLSource. spevial nucicmu or byproduct niatrria I vea etetined by the Atomic tinewy .tot of F:;JCI K r F N3A,vt, CQ %JA IIi AX 19 ] 44, it 990 F ila, n) x=C7 t)' 01 H )R71 `c 1-1.! 4� hi(,i )IPI(:4'C[ta?v"4 fRf:1 A !0001 19s4 (42 USC Section 2011 et seq.) as amended from tune to time. I.31 b _ J e,?X yr tirarlin� Harm l2c uler y rk n}; hours ,tC ciefm as 7�c1iF�m to ail(„ )arm unless otlleSt�isr specitied in the {; nurnI Rea iremsm s, 1.33. Resident ProiectRepresentative—The authorized representative of l \Ul?IELR who may to assigned to the site orally part thereof: 1.34, Samliles lltcsical examples of materials, equnlinent, or workmanship that are representative of same portion of the lt;°M and which establ'ixli the sarxbrcls by which such portion of the, Work will he Judged 1.35 Shop fhilvtngx—All drawings, diagrams, Illustrations, schedules and other data or information which arec heath, prepared or assembled by or for CONTRACTOR and submitted by CON'TRACTO R to illustrate some portion of the Work 136_ SpectficaHoin--Those portions of the Contract Douments cormsting of written technical descriptions of niateipals, equipment, construction systems, standards and workmanship as applied to the Work and certain adrinnistrauve drunk applicable thereto, 1,37, 5urbconmactur--An individual, firm or corporation having a direct ecintract with CONTRACTOR or with any other Subcontractor for the performance of a part of the Work at the site. 1,38, Subsidif"al ;ontplefurn--T'hc Work (or a specified part thereof) has progressed to tln point where, in die ofanioxt of 1i\: GIR'EFR as evidenced by EVOINTER's definitive certificate of Substannal Cnmptetion, it is sulliciently complew, in accomdatime With the Contract Dovvinents, so that the Work (or specified part) can be utaltzed for the rarposes for which it is intended, or if no such certificate is issued, when the Wok is completee and ready for fit pity'Mort is evidenced by f.NGT`iiT.FR's wnuen revommendation of final payment in aceordancc wall paragraph 1413 The, terns "sut>5tantially complete" and "su%umtially coanp>leteol" its applied to all or pail of the Work refer to Substantial Completion thereon: 13*9_ Suprpxlenreritury° o"' tdifrirns=)lie Nil of tfic Contract Documents which amends or supplements these General Conditions, 141 Supplier --A inanufachuer, fabricator, supplier, distributor, moterialnran or vendor hawing it direct contract with CONIRx "TOR or with any Subcontractor to furnish materials or equipment to be incorporated in the Work by CONTRACTOR TRAC TOR or any Sutxvmtractor, 141 Cndergunund bacdafe.F--sill pipelines, coinduits, ducts, cables. woes, manholes, vatdts, tanks. tunnels or other such flCthues or atta6mene and ant encasements containing such facilities which have liven installed uniergroound to tierniriit any of the following r� rviees or materials: edeotricity, gases, stevn, liquid petroleum products, k-lephone or other communications, cable television, selvage and drainage removal, traffic or other control systems or water. 142 Chit Price [Doti --Work to be paid for on the basis of urnt prices. 1.43. 1164--The entire completed construction or the various separately identifiable parts thereof required to be furnished under the Contract Documents_ Work includes and is the result of performing or furrii5 Ling tabor and furnishing and incorporating materials and equipment into the construction. and perforuting or furnishing services and famishing documents, all as required by the Contract Documents_ t44, Wont: Change IArvckve-A writt.n directive to C'ON RAC:TOR, issued on or aflet the Effective 'Date of the Agreement and signed by OWNER and recommended by ENGL-EER, ordering an addition, deletion or revision in the Work, or respinding to differing or unforeseen physical conditions under which the Work is to hc; performed as Provided in paragraph 4.2 or 4.3 or to emergencies under paragraph 623. A Work Change Directive will not change the Contract Price or the Contract fames but is cwidernce that the parties expect that the change directed or documented by a Work- Change Directive will be incorporated at a sub xquently issued Change Orck:r following negotiations by the patties as to its eftear if any, can the Contract Price or Contract 'Times as provided in paragraph lit?. 1.45, Jill-n ten Amendmetu :A written amendment of the Contract 1ocuments, signed by OXVNER and CONTRACTOR on or after the Effective date of the rgraertnent and normally dealing with the noncnginecring or rnortleclamCa.l rather titan g icttV Cl?L1 dIlAt t(sn-r0fa&`d aspects of the Contract Documents, ARTICLE 2-PRELIMINARY MATTERS Delivery ofl9(pnth: 2_1. When t:C}N"TRACTOR delivers the executed ,*eemcnts to OWN'ffL CONTRACTOR shall also deliver to (AVNER su di lioads as C ONI'R-A TOR may he required to furnish in accordance with paragraph i I Copies of`Dacuments: w 2 OtL NF k shalt fumtsh to ('ON 17CV-UOR tip to ten copies (unless otherwise specified in the Supplemeratan Condaions) or the: C'ontrata Documents, as arere=a%inatify necessary fir the execution of the Work. Additional copies vvn II IN fumrsIx.d. upon request. at the cc>.st of rcpl o duction, C,"rimmencentent of C onranct Times, AVotice u> Proceed: 23 The Contract "Tams will comnatnoe to run on the thirtieth day attar the Meo- five, date of the Agreement or, EXIOC Gk'•.kRAL('01140117c;As t`:testt'x�T;a➢ttcr,i 5K Ct ri UPC=C�4tr�TMLt,t'.3.9?xtUt7[tYC'A'rl 3�S{Kt:y �t.?6i➢a77 if a Notice to Proceed is given, on the day indicated in the Notice as Proceed, A Notice to Proceed may be given at say time within thirty days after tine Effective Date of the Agreemenk—�rr.=m�--avenF-will--th+F-f�nGacrt-Timew E•omntetice-ter -¢tat-lt+ter-tin-the �t>aieth-<6ty-xki� tee-Eltty of kid, opening car the -thirtieth -day -after the76tfeetive foie of -the Agreement whichever caste is earlier, Starting the W'orh: 24. CONTRACTOR shall start to perform the Work tan the date when the Contract Times commence to run, but no Work shall he done at the site prior to the date on which the Contract Times commence to nun. Before Starting Construction: ^_ 5 Before undertaking each Part of the Work, CONiTuACTOR shall carefully study and alnipare the Contract 'Documents and check and verify pcKtment figures shown thereon and all applicable field measurements. CONTRACTOR shrill promptly report in writing to E'N(rt\'1k:R any conflict, errx, ambiguity or discrepancy which CONTRACTOR may discover and shall obtain a written interpretation or claritieaticm from Ehi(}tl MER before proceeding with anv Work affected thereby, however. CONA'RACTOR shall not he liablc to OWNT,R or Etv(M\FF:ER for failure to report any conflict, error- ambiguity or discrepancy, in the Cedaract Documents, urrlecc CJNTR,ACTOk knew or reasonabl% should have known thereof. 26. Within ten days after the Effective Date of the Agreement runless otherwise specified in the General Requirements), CO TRACTOR shall submit un EiV WELT£2 for review, 2.ri,1 a prel'utumtry progress schedule tndii�afang the times (numbers of days or dates) for starting and completing die varicns staff of the'Work, including any Milestones specdit(l in rite Contract tkxumems, 16Z a preluninary schedule of Shop Drawing and Sarnpe sufm imils which will list each tequired submittal and the times for subu ittiaig, reviewing and Processing such suhmittah; 2621- In no case will a schedule be acceptable which allows less than '-I calendar ky ,fc r ea h red e}v by Iviz neer, 2.6.3. A preliminary schedule of values liar all of the Work which will includc- quaraities and prices of items aggregating the Contract Price and will suhdtvude the Mork into component pats in suifac•.ient detail to serve as the basis for prdagres:> paymcnas during consuoetlon Such price-; will include an appropriate amount of ovcnccad and profit applicable to each item of Work. 2 7, Beffore any Iliork at the site is stalled, CON-1 RACTOR Rod shall cacti deliver io the other with cojxcs to eae ind>mil--intAH 4 tdentiltiQ in-tiv Suprfemenrary Ccinchttoty, certificates of insurance land other evidence of insurance wkicdt-eif#tar--- therm or eery-eclditional-last # --may rmast y--rre uesled_. wriehJ� C()NITRACTCReeswis required to purchase and maintain in accordance with paragraphs 5 4, G 6-and, 7 1'reconstruetion Coo trence 2.3. Within twenty days after the Contract Times start to run, but before any Work at the site is started, a conference attended by CONTRACTOR, EvC.fNvFFR and otters as appropriate will be held to establish a working understanding among the parties as to the Work and to discuss the schedules referred to in paragraph ? 6, procedures for handling Shop DravvinCu and other submittals processing Applications for Payment and maintaining required records. i'nitiatt rEceeptaNe Schedules' 29 E'rlms otherwise provided in the Contract Documentx al -leas -"days htfcwa wtMttiavntt ctl'ilta tenet Application -for Payment before, azty tyorlc to the site heg ns a conference attended M CC)N TRACTOR I N(;I NFk R and others as appeapi a'a dc"'Isnacolb4 f)l R will be held to review for acceptability to ENGINEER as provided below the schedules submitted in accordance with pangrapht.6 and�Divistpn I-_Ocliepif Requattntents. CONTRACTOR shall have an additional tern days to make corrections and adjustments and to complete- and resubmit the schedules No program payment shall be made to CONTRACTOR until the wboduhes are submitted to and acceptable to ItNOIN ifR as provided below 'the progress schedule will he acceptable to ENGINEER INEER as providm$ an orderly progression of the Work lio completion within any sp>ecnGcd Milestones and the Contract T attes but such ectePtance will neither iutposc on E Nr3fNFIsR responsibility fire the ge(iueneintt scheduling or progress of the: Woatk nor intterfere with of relieve COtiCRA("TOI( from N"JIv\C1Cal2's hull responsibility therefor. C'O;NTRA(JOR's schedule of Shop Drawing arid Sample submissions will be acceptable to ENC*INEER as providing a workable arrangement for reviewing and pnx,es5ug the required submittals CONI R.at-`l OR't; schedule of values will be acceptable to EN t, rNE liR as to form acid substance ARTT4LE 3--CONTlt.0 `I' tat?E Wiuvrs: iNJ ENT, :1k1E: INNC , REl?sE; Intent, 31. "rho i,crutraci Documents comprise die entire aueement between 011 \73R and Ct;nNTRACI OR conncerrung the 4l'ork. The Contract DvcumenU are wmplementarv, what is called for Lr ore is wi binding as if ratted far >n all. 'fix Conuaet Lhxuments will be construed in accordance with the Law of the place of the hofect,, 32 It is the intent of the Contract f7ouauments to EJCO" (4r„` FAAt iOND1410''c 1910,81r'i90 L4FIt411 urcii) of veer•couati nctt r-�Oooi describe a functionally complete Project (or pan thercot) to be constructed in accordance with the. Contract Documents. Any Work, materials or equipment that may reasonably be inferred from the. Contract Documents or from prevailing custom or trade usage as being required to Produce the intended result will be furnished and performed whether or not specifically called for, When words or phrases which have a well-known technical or construction industry or trade meaning are used to describe (Work, materials or equipment such words or phrases shall he interpreted in accordamec with that meaning. Clarifications and interpretations of the Contract Documents shall be issued by F:X61NV ,'ER as provided in pzarugtaph 9.4. 3.3. iteferenee ra 9andards and Spectficatiens of Technical Sovieties Reporting and Rewlring ascrepancies: 3.:31 Referent to standards, specifications, maenads or cries ofany technical society, organization or association, or to the paws or Regulaticros of any governmental authority, whether such reference he specific or by implication, shalt mean the latest standarcl, specification, manual, cede or Laws or Regulations in cftAct at the time of opening, of Bids (or, on the Ftiective Date of the Agreement if there were no 13idn'), except as may be otherwise spowifically stated its the Contact Documents. 3..3?, If, during the performance of the Work. t'ON'tRACTOR discovers any conflict, error, ambiguity, or discrepancy within the. Contract Documcnts or between the Contract Documents and any provision of any such Law or Regulation applicable to the performance of the Work or of any such standardspecification, manual or coda: or of any instruction of any, Supplier referred &a in paragraph 65. ('C7NTR<<\(:,'I'OR sball report it to UNU NEER in writing at once, and, CONTRACTOR shall not proceed with the. %Voxk affected theteby (except in on emergency as authorized by paragraph 6.23) until an amendment or supplement to the Contract Documents leas been issued by one of the methods indicated in pa:atngraph 3 5 or :3.6, provided, however, that c oNTRAC"rOR shall not be liable to OWNER or F GN71HR for failure to retxn any .such conflict error, ambiguity or discrepancy unless CONTRACTOR inew or reasonably should have known thereof, 3.3,3. Except as otherwise speciLadly stated in the Contract Documers or as tray he provided by amendment or supplement thereto issued k. one of the methods indicated in Ixuaatrtph 3 i or 3 6, the provisions of the Contract Documents ,hail take precedence in rasodvin;= any conflict. error, ambiguitt or discrepanc). betiveon the pionisions of the Contract Docunwras Bahl: 3.3.33, tux provisions of an, such stanciand, specification, manual, code or intstnuction (whether or not specifically incorponated by icfercrt e in the Contract DocunientsX or 3.33 2. the provisions of any Bach IANY% or ReSvIaticns appliunhte to the performance of the Work (unless such an interpretation of the provisions of the Contract Documents would result in violation of ud) Law or Regulation). No provision of any such standard, cpecificatian, manual. code or instruction shall be effective to change the duties and responsibilities are OWNER, CONTRACTOR or h:N(,t2v'EER, or any of their subcontractors, oormltanls, agents or employees from those set forth in the Contract Documents, nor skill it be effective to assign to OWNI;R. ENCITNERR or any of-NGINF.ER's Consultants, agents or employees any duty or authority, to supervise or direct the furnishing or performance of the Work- or any duty or authority to undertake responsibility inconsisleru with doe provisions of paragraph o?.13 or any other fro e on of the Contract DOCnnnents. 3.4. W7ienevu in the Contract Documents the terms "as ordered", "as directed°, "as reground , "as allmvud", "as approved" or terms of like effect or import arc used, or the adjectives "r it tblz "suitable'. "acceptable", "pauper" or "satisfactory' or adjectives of like effect or airport arc used to describe, a regvitrcment, direction, review or judgment of 1 N(ANEGR as to the Work, it is intended that such requ remem, direction, review or judgment will be solely+ to evaluate, in gerimL ffae completed Work fcr compliance with the requirements of and information in the Contract Documents and conformance with the design concept of the completed Project as it functioning whole as shown or indicated in the Contract I)oatmerus (unless there is a specific statement indicating othemise). The use of any such term or adj«;dve shall non be effective to assign to l N ( fNLER any duty or authority to sttperrise or direct the furnishimg or performance of the Work or any duty or authorty to undemake responsibility contrary to fie provisions of paiVraph y 1'3 kit anv other provision of the Contract 1)o unrennts. Iment$ng and:S'uprprlementing Contract Document: s.3. The Contract Dccunnents may be amer0e d to provide fir acldnr(4 , deletions and revisions in the fork or to alWify the temps and conditions thereof m one or more of the fhlhrwing cwrys. 3.3,1, a formal W'ruten anuendment- 13,2 a Change Ordet tpurseana W tmragiaph 107.4), or L.K Ili r;t*tI12.0 [•, �:YU1"79�3SS 19lo-k{tv§v YiL4nd x (77YOPFOR t iitLt.IN3}tOtaFl (;4TI+,??.S2}LF1'4'J6Ub) 3.s 3 a Work (%ange Dimilive (pursuant to paragraph MA)_ 36 In addition, the requirements of the Contract Document, may be supplemented, and minor variations and deviations in the \fork may he authorized, in one or more of the following trays: 3.6.1. A Field Carder (pursuant to paragraph 9 SL -16.2. r-N- I R's approval or Shop 1)rawint; or Sample (pursuant to paragraphs ti 26 and 6.27} or 3.6.3. ENGNEEks written interpretation on clarification (pursttam to paragraph 9-4). Reuse of Do cumena. 33. CONTRACTOR, and any subcontractor or Sulynlier or ml)ff parson or orgarunnon perfarmin� or furnishing any of the Work tinder- a direct or indirect contract with OWNER (I) shall not have or acquire any title to or ownership rights in any of the Drawings, Specifications or other documents (or copies of any thereof) prepared by or hearing the seal of 1-'' GI N EHR or FNGNIFER!s Consultant, aril (it) shall not rcuse any of such Drawing%, Specifications, other documents or copies on extensions of the project or any other prpject without written consent of O1NTHR and EN'GN'EER and specific written verifircalkin or adaptation by E'Vil E.177 R. ARTICLE 4--A','AILABILITY OF LANDS; SUMSURFACF AND 11MICAL CONDITIONS; REFERENCE POINTS , IvailabifiCr riff anih: 4 1 c A NI R, shall furnish. as Indicated to the Contract Documents, the lands upon which the Work is to be poxformed, rights -of -way, aril easements for access thereto, and such other lands which are IlLwgnau:d for the use ofC ONTRAC'TOR. Upon reasonaNe written request, t}!k #+t--sfexfi-l'urrn'r. t-<:E f12AE={F Ii- xt#h +r ornerier statement of-rexord-legal-11110 find -legal clasIfriptinnof the lands upon -which the Work is to be performed -and OW:tiER's interest therein -as necessary -Tor giving notice of aq filing it anechanie4 lial-ag*anist such -latids-it] accorddfince -with app►iwmbie 1,a"i.anel- Regulations OWNER shall Identify any encumbrances or reshnutior>s not of general application but specifically related to use of lance so furnished with which CON'IKV Td?R will have to connply In performing the Work. E.-isements for Ixrmanant structures or permanent changes in isiin6 1hci61ies will be cAitninesf and fya9d fur h% C )W NhR., unless other" Ise provided in the Contract Documents. if Ci \TR.,v- r0R and OWNER ire unable to agree on entitlement W or the amount or extant of any adjustments in the c'ormuet lhice or the Contract Tare's as a resent of army, delay in OWNEIR's furnishing these Iands rights -of= 4ea} x casements, CJt)Nl`1tA('foR nntp make a claim theretor as provided in Vticles I I atul l"_. C'ONTR'YOR shall provide for all additional lands and access thereto that may he required for temporary construction facilities or storage of materials and equipment. !.? Subsurface and Phiy4ealCkinddans: 4,2 1 _ Reports road Drauings: Reference is made to the Supplementary Conditions for identiGdntion of 4 u.1 1 SubswTAree Candrumist Those reports of explorations and tests of subsutface conditions at or conii33uous to the site that have been utilized by I tClf7v"EER in preparing the Contract I)ucuments: and 4.2.1 . Pr'r3-sicul Cmcftions: rhow drawings of physical conditions in or relating to existing surface or subsurface structures at or contiguous to the site (except Underground facilities) that have been utilized by EN1011NEER in preparing the Contract I locumenim 4 22. Limited Rehance by Ct7N TRAC'2r)R Au8mi9red: Technical 1Jata: CONTRACTOR may rely upon the general accuracy of the "technical data" contained in such reports and drawings, but such reii ns and drawings are not Contract Do amens. Such "technical data" is identified in the Supplementary Condition-) -) Except for such rehaitce on such "technical data", CONTRACTOR may not rely upon or make any claim against OWNER, hNC.INA;RK or any of I NUINE.HR's Consultants tvith respect to, 42.21. the compieteatem, of such repots and drawings for COyTR.ACTOR's purposes, including, but not limited to, amp aspects of the means, methoeis, technique-, sequcthocs and Procedures of wnStruction to be employed by CONURACTOR and safely precautions and programs incident thereto; or 4.2 ^ 1 other data. interpretations, opinions and information contained in stichrepots orshown or indicated in such Jr-awings, or 4 2.3. any C'O`vTR.AM OR interpretation of. or conclusion drawn lion any 'technical data" tar any such data, interpretations, opinions or infomation. 4' i edice of C)iieairrg Sarbsurface ar Pin.rical Conditions: if COIT R.Ai 7OR �belawus that an), sub,urthce or plivsical condition at or contiguous to the site that Is uncom°ered or revealed either: 4 1 3.1 is of such a nature as to establish that any "technical data" on which MNJRAi'H R is entitled to relg as provided in paragraphs 42. l and 4 ._ Is materially inaccurate, or 423,2, is of such a nature as to require a change in the Contract I )(1cuments, or 4 "_ ; ± dtfters materially ih)m that shown or ='t,NM I AN 1919-$1IWO t:dittoo w(AIYOFIOR:T4,11XII) indicated in the Contract Documents, or 4,-3.4, is of an unusual nature, and differs materially from coralitions ordinarily encountered and generally recognized as itherent in work of the character provided for in the Contract Documents; then CONI RACTOR shtill. promptly unntednately, oiler becoming aware thereof and before further disturbing conditions affected thereby or performing any Work in connection therewith (ex+xpt in an emergency as permitted by pamgr h6:23 nofityOWN,R and ENGINEER in wrhng about such condition, CONTRACTOR shalt not further disturb such conditions or perform any Work in connection therewith (except as aforesaid) until receipt of written order to do so. 4.2.4, i NGIN FY's Review: h-NO TLR will promptly review the pertinent dxynations determine the necessity of OINNER's obtaining additional exploration or tests with respect thereto and advise OWNER in writing {with a copy, to CONIRACTOR) of ENOIINEFR's findings and conclusions 4 2 S. Pwwble Contract Porn ienr.c Change: If l,'N(31N''EER concludes that a change in the Contract 1)oeum ents is required as a result ofa condition that meets one or more of the artegoites am parmgap h 4.23. a Work Change Directive or a Change Order will be issued as provided in Article to to reflect and document the consequences of such chatnge. 4,2 6, Posvble Price and l'intes a44uslnxnis: An equitable adjustment at the Contract Priam or in the Contract Times, or both, will be allowed to the extent that the existence of such un oovered or revealed condition causes an Increase or decrease in CON'TRAC"TC)Rs cost of, or time required for performance of the Work, suhjeet however, to the hallowing: 4.2.6.1, such condition trust meet any one or more of the categories ascribed in Imragraphra4.23.1 through 4 2 3.4, inclusive; 4 2 6 2 a change in the Contact Documents pursuant to paragraph 4.2..4 will not be an automatic authonnation of nor a condition precedent to entitlement to any such adjustment; 42 6-3_ with tespect to Work that is fund for on a Unit Rice L3asak any adjustment in Contract Tfiice will be subiect to the provisions of paragraphs 9.1 U and 11 9, and 4 2 6.4 CONI kAC"T()R shalt not he entitled to any actiusnmem in the Contract Rice. or I nres if. 42r>41 COvTRAC`TOR knew of the existence of such ccnndlhons at the time C O PR it?1"OR made i final commitment to CTkVNI R in respect of i ontraot. 1)we and Contract Times by the submission of a bid or becoming bound under a negotiated contract, or 42.6A-2_ the existence of such condition could reasonably have been chsctrvered or revealed as a result of any examination, investigation, ev4rloration. test or study of the site and contiguous areas required by the Bidding Requiretnen[s or Contract Documents to be conducted by or for CC)N?RACTOR prior to CONTRAC'TORs maUll; such final commitment, or 4 2 ti 4.3 CONTRACTOR tailed to give the written notice within the time and as regttred by paragraph 4,2.3. If OWNER and COI STRACTOR tire unable to agree on entitlement to or as to the amount Or IoVth of My such rxluitable adjustment in the Contract price or Contract Times, a claim may he made therefor as provided in Articles I i and 12. However, Ot4NI-I`R. FiNGE;EFR and FNGINEFR's Consultants shall not he liable to C ONTRAr-rok for any claims, casts, lasses or damages sustained by t'ONTRACTOIt of or in connection with any tither project or anticipated project. 4.3. Physical Conrtloansm-Undergrownd Facilities, 4.3.1 Shmi n or Ind carted& The information and data shown or indicated in the Contract Documents with respect to existing Underground Facilities at or contiguous to the site is based on information and data furnishod to C)tk'NER or FNGfNFER by die owners of ,such Underground Facilities or by others. Unless, it is otherwise cxptessly provided[ in the Supplementary Conditions: 4,311 OWNER and ENOL"eEERshall nor be responsible for the accuracy or completeness of any such information or data: mid 4312, floc cast of till of the 64lowng will he atcluded at the Contract Putt and Ct:iNTRr'tC: ToR shall have lull responsibility for (t) reviewing and checking all such information and data, (it) locating all l,7nderground Facilities shown or indicated in the Contract Documents.Iaii) coordination of the Work with the ownrets of such Isrnkrgrouxl I acuities during construction, and (iv) the safety and protewlton of all such Underground kacthties as provident in paragraph6."0 and repairing any &,image thereto resulting from the 4'rork. 43 2, tint G;hoxn or baiwated. If an Underground F"wilm is uncovered or revtraled at or contiguous; to the site mhlch was not shown or indicated in the Contract Documents t 0N"TkAC TCIR sbualt, promptly immox$atek after becoming aware thereof and Ix -fore further dtst(ubing conditions atlectcd dterelw "r perfor ling any Work in sonnctin therewith leecepi in all etnergency as (equtred by paragrapho,23), iderinty the <owner o)C such underground Facility and YaC tit e.ti'�a,�F,U � i�,rt"z1Tl����t`�tU-$it )';u L�tiax�i u i 19l t)f� F(.q; r t Trl.l.tZQ`; Alt ll)I E1 CgTIJ:<fi SHE:ti f:'ntN'q give written notice to that owner and to OWNER and F:1vGM, ,,.fiR PNGMER will promptly review the Underground Facility and determine the extent, if any. to which a change is required in the Contract DocuriicnLs to reflect and document the consequences of the existence of the Underground Facility_ If ENGINEER concludes that a change in the Contract Docomem-, is required, a Wort: Change Directive or it Change Order will be issued as provided in Article 10 tat reflect and document such consequences. During, such time, CONTRACTOR shall be responsible for the safet} and protection of such U;ndergroui d Facility as p tded in lxtr"ph d.2fi_ CC)ti I RAC TOR shall mgy two allowe an increase in the Contract price or an extension of the Contract Times, or bosh, to she exurit that they are attributable to the existence of any Underground Facility that was not shown or indicated in the Contract Tocumenis and that CON f RACTOR did not know of mid could not reasonably have been ex cd to be, aware of or to have anticipated. If OWN oral CONTRACTOR are unable to agree on entitlement to or the amount or length of any such adjust eat in Contract Price or Contract 'Times., CONrfRACfOR may make a drum therefor as provided in Articles i I and 12. 1loo wever, OWNER, F\(YINFER and UNGItiF.E.R's Consultants shall not he liable. to CONTRACTOR for any claims, cosh losses or damages incurred or susuaaod 1v CO N11ZACTOR on or as connection with any other project or anticipated project. Reference Paints: 4.4, OWNFIi shall provide engineering surveys to establish reference points for construction which in ENGIIdI+.ER's judgment are nece%an to enable CONTRACTOR it) proceed with the Work . colrrRAtTOR shall be responsible for laying out the Work, shall protect anti preserve the established reference points and shall make no changes or relocations without the prior written approval ofObVNIaR c t)NTR%c1I-:)R shall report to ENGIh'i" 'R whenever any reference point is last or destroyed or requires relocation bevause of necessary changes in grades or loeatioas, and shall be resfansl>le for the accurate replacement or relocationl of such reference points by professionally qualified personnel 4.8. .Isbeilos, PC&, Petroleum, Hazardous Maste or Rodiortctive Material: 4.S.1, OiVN iR shall be responsible for any lxhevtos_ i'(Tis, petroleum, Hazardous Waste or Nadioactive Material uncovered or revealed at the site which was not shown or indicated in Drawings or Slxcifwali ons or identified in the contract T)l>c.umenis to be within the scope of the Work and which may present a ,,uhstanfal clanger to peryons or lxopefty C.Xp0-ad thereto in eotmecticon with the Wknk an the site ()iV APR shall not be resslwnsibie for any such mate ads Nought to the site lx C O.� f f2rW FOl , Subcontractors, Suppliers or ,an} one: eta fort ttlaem CYwaN 1'RAC: fc)R is responsible 4, 5 2, F XXN-T RAG I UR "Mmmedltawjy: ()),shall"k 4vok"iection with iniany- area affeew OWM.;iR- W14 --- EIN44D41FRR such n0410e IM Writirej, - (,)WNW- shall promptly consult with P\i'GINE& the necessity for OWNER to retrain -a "l1fi0&exr*ft to-#VatUate-,Su(-J1 ('03NU RACTOR-shafl not be required to-rosurn c AVork such- ha a tti} fix any -,Mail eendihonsundet wliehsudi Ok vumotap!,* % to "&rneak to -or the-aty"mat --or- -exaerit-4- QxMwL, kweor--- Work stoppage or su c 4peoial conditions, urider-whtoh Work -is -agreed by C4VWA4(7' teR�, � either -party may -make 6 C48*1 thOrefM-As, pFOVided in rVu0W--l- I-Artik lr- 4. i-3-1 41r-44W—reacvpt- CONTR�ACTOR does not -agree -to resume such work ba"iftl tvt +k- agree -to resumti,, -.A" cx*ldaions. then the condition of in %ieh atteeted a(tv to be -*Wed firom the -Work: 014-vamwit agree as, W enrit lemern4o-or- 4"mount or o4ertt of im as- a -w.%Wot* tither -party ffmyS "%ke a -clwma AW'e4br " fmwitWin Arfieles Ix"lo" of OW Work -Nrforme4- 6y- OWNFIR!%- kwwri 44pces Or others in mvc+Jawe,-with Miele I -and Regulations; (AkWR -shall -indem" - and -hold harru-joss CONMW'TQR; officers, director's, cmplo�wagents, other cOASUIUMLS and eilfh-ftnd any Of them from and agaimst all clainw, eosts,- losses find klamagvs, oruing out of (N-resulting frtwn much ho,mrdous can ndui�on. prov Wed -that: ,fmany suohclaim, cost, kxis or t6trage vsattributable t(- Kxhly injury, sickness Vpsefrwor death or -to irautyio-of-destruction including the IONS Of Use TeNUIIMsthfferTORI, ond 6ij nothine- in this subrraig"ph 4,54 shall (44igmte OW't"I"k to indemnity any person, Or ontity from and ai-ZHMW- eati445 own neutugemt. not *Itendektt Or revtmItd at the site, 4 ART IMS-M)NDS AM) ENTSURIUNCE Performance, Payment and Other B(mds: 5.1. CON-IFIRAC-7OR shall furnish Performance and Payment Bonds, each man, amount at least equal to the Contract Price as security for the faithful performance and payment of all CO3Vf9AC1'OWs ob ations under the Comma Documents. The. Bonds Z, remain in of at least until one year after the date when final payment becomes due, except as, provided Otherwise by Laws or Rcgi.dations of by the ('(31tract Documents CONTRACYOR shall also firrinsh such Mher Bonds as are required bytlicSupplementary f°onditions Aft onds nlitill be in the torm prescribed by Contract Documents except as pro\ -idod otherwise by Laws or Regulations and shall be executed by such sureties its are named ii) tic current list of "Companies floldi C crtificates of Authority as Acceptable Sureties on F'elcrrd BMdS and as Acceptable Remsuring Companies" as published in Circular 570 (anicaded) by the Audit Staff, Bureau of 0overnment I<mancml Operations, U. S, Treasury Department. All Bonds signed by an agent must he accompanied by a certified cop), of such agents authority to act 5 If the surety On any, Bond furnished by CONI RNCI OR is dcLlmed a bankrupt or becomes insolvent or its right to do business is terminated in any state I to where any pan of the Project is located or it ceases meet the requirements of paragraph 5 1, CONTRACTOR shall within ten days thereafter substitute another Bond and surety, both of which must he acceptable to OW\TR, I .0 Licensed &refies and Insurers; CorliftoWes of insurance: 5 3.1 rill Bonds and insurance required by the Contract (Xxmrients to IV, purchastxl and maintained by OAN'MR or CONTRACTOR shidt be obtained firm surety Or insurance companies fliat tire did); licensed or auihowjad in the jurisdiction in which the Project is located 10 Issue Bonds or Insurance policies for the limits and e(wcme-e,-;-,orequired Such surety and MISMUnCe COMpaluCS shall also meet such, addifimrit requirements and qualifications as may he provided in the Supplementary Conditions 2 3 (()% 3 - . TRACTOR shall deliver to ONVNER, with copics, to each additional insured identified in the Supplementary Conditions, certificates of insurance (and other evidence of insurance requested k OWN'lik Or any other additional insured') which CONTRA(` FOR is required to purchase and minimain In 3CCOF&MCC With lYtrtt�rsapin A OWNER —shall Wditwilfll kryikifed identified in -the Suppleivietvalrr Con4itions'- cern kmM�- 01, -iR-Sufanee-- (and" -othff' liaragmr& 3 6 and 5 7 hereof SECTION 00100 INSTRUCTIONS TO BIDDERS CONTR-I CTOR'sLiabilitr Inwrance: 4. CONTRACTOR shall purchase and maintain such liability and other insunance as is appropriate for the Weak lxing periermed and furnished and as will provide lxotection from claims set forth below which may arise out of or result from C;O1-TRACTOR's performance and furnishing of the Work and GONTRACTOR's other obligations under the Contract Documents, whether it is it, he performed or furnished by M\1 11ACTOR, any subcontractor or Supplier, or by anyone directly or indirectly employed by any of than to perform or famish any of the. work, of by anyone for whose acts any of them may be liable: 5AL claims Wader workers' compensation, disability hcnetas and other sins (tar crniptoyce benefit acts; 5.42 claims for damages because of bodity injury'. occupational sickness or disease, or death of CONTRAC OR'semptoyees-, 5.4..3 claims for damages because of bodily injury, sickness or disease, or death of any person other than CON'F R1C1'OR>'s employees; S 4 4:--clstnms tar- damages s - insured -by customary p,rsonal-tnlFittbflit}�eisverhieh arrsuaFaineA- (44W-aitr per �n�t a-rew�l�-al arrefiers��clnraetly r sndircc;4�=`'at&i to tIWenhpick'Mera- c�0rt-by 4=4-YN4444tf'-FOR,--or44t-h 41`1y -Hugo fsr eny tither reason 5A. a, claims for dtmnages, other than to the Work itseK because of injury to or destruction of tangible property wherever kicaWl, including loss of tow resulting theretiom; dad S 4 ti. claims f<>r diimage9 Ixtxittse of Ewdity injury cv death of any person et property damage arising out of the ownership. maintenance or use of any motor vehicle. The policies of insurance so mttuired by this paragraph 5A to he purchnsed and maintained shall- 5.4 7 with respect to insurance required by paragraphs 5.4.3 through SA.b inclusive and 5 4A include as additional insureds (subject to any cttstcnna€y exclusion in respect of lxoft�sional habdit}}'i OWNER. ER l ltifhLER, ENURNEL `s t onsuluitas ant any other persons tir eraities uicliifired in the Supplementary Oonditionu, all of whom shall be listed as mktttiontat rnurrcds, and include coverage for the respective officers and employees of all such additionatl insuredst 5A N' anlude the sVvctfic coverages and he icnuen tier not lea than tie lan its of liability Provided in the Supplententa (Amditicros or required by Laws cr kcgukrriing whichever m greater; i40_ lover.ieaa+nplutcdaperatinrtsfns+srsvacr; b lc LX, i tb •tt ik U. f'i. A'tall. m t4 t)-e (h4'n)t�tttc t i tt (ITY01 F(73dl tdtLt,C'tid?,tilflrt'I C_ill>T�S FRF4'1-?Ot1�7 5.410_ include contractual liability insurance covering COINTRAC'TOR's urdemnity obligations under paragraphs G_ 12, 616 and E 31 th6tih ( 33 5A 11 contain a provision or endorsement that the "werage afforded will not be cancelled materially changed or renewal refasei until at least thirty days' prior written notice has been given to OWNIfER and CC7NIP-ACTOR and to each other additional insured identified in the Supplementary Conditions to whom a certificate of insurance has been issued (and the certificates of insurance furnished Ihy the COIshTRAC Ok puranant to paragraph 53.2 will so provide); 5.4.1 . rernain in effort at least until final payment and at all times thereafter when ( ONI RAC'TOR may he correcting, removing ur replacing defective Work in womdance with paragraph 13.12; and 5A-13 with respect to completed operations nsurance, and any insurance coverage written on a claims -made basis, remain in effect #'nr at least two nears after final [payment land CONTRACTOR shall famish OttNF.R and each other additional insured identified in the Suriptementary Conditions to whom a certificate of insurance Irts been issued evidence satisfaciory to OWNER and any such additional insured of continuation of such insurance at final payment and tine year thereafter) OJENER'i Liabilitylnsuranee., 5 >, In addition to insurance required to he provided by CONTILAC:TOR under paragraph 5.4, OWINT 2, at OW IER's option. may purchase and maintain at OkkNER's experts, OWNER's oven liability insurance as with protect OINNIEN against claims which may arise front operations under the Contract Documents. F'ropertii Insurance: -_.Unless oil-Awwiseytovidtil set -the -Su lementary f-AmA ino w — CAkNMiR--sladl purchase and mairtain !�'I�ti' in�rtnee upxn+Httt3rcxk: at -die wife-m-Wettmfxtnt of, full rape ce mare-. scrx thereof €sritV t_ to such dedutsible --amounts as may the -provided - to the Supplementary- Conditions or -required lw hawsand kogulauons} '{ hkwin4urmuce slu lh :0A include the raterests of >i4?a , f aCsf'tif ksR s 4'tnseFlFanG -ssuf-sway--other- prrseta or entities idemitieel-in the Supplementary Con itim, each of is deemed to have an insurable inwrett and shall -tie ltvtec3 a; an E iiurzt or ti klitsenaf ii sereaf: ^.ia 2 he- written u;-a fodder'. tuts. "till- risk" OF open -ideal -off -v Hl-csatr.cv of l sw l c -f r that ,haul tat leant loop it trnsunFn 3ar ptwti al ls..ar elatihaa_e-via-tkie 4Vt�rl: trraparart biuloiiF+g� .tai�work acid -�'#3Fli._-ill-iifti6}iikFKi':sl�Fli-i:itilFFd�N�'airrlt-Hi.,fCaSi the f-41ow4rig perils tire,-.-hghtmng_ -th, ended txaveraget, -theff,--uandalisttt- aw, ntaheious mischief, Ht3eW40F]dd,bV„-*I[iMVVH iM-t-f-Lawti'fiAd RVgUIatkAW Nzier---flatMage;-�--H{I1BF—pi7Hi!S--'&5--}atly—i;L' S�tit(t(tti'ff\-retlkFlft+E#"�4-t}le-Mkt{7j:�}}teataf}�-�:Httf}it14NiS; 5.63. imqude-.expenses- inicumd trt- the repair. or raeplacmwitofAny- .tttsitredproperty NncludiIV#m not airtttte�l tut fis -arty-rg-eE e€tginears--and twuhttmts3, >- etat�il�tt tl� stle or, a"nother-kwatitan-that-was apeeel to -in writing by 1rR-i»-tta-!>oittg-i�atei-ur-dt+r llvtak; prcwtded- that -suoh-material s-andeyuipment-leave-been aaeladed-in an-Afj4ieatic w,6w,Payment-reeomwtendled by 61t1(I}N&EK un t S Fa.S:---be ittaitttaieacd st al£cet- lentil-{awl..txayaiatrt--is tttadr--ant • r�arwiae-- agr�i--t<T-an-�tvriting---b�yv t�itls'+t-f�---4�)b'}-Frc%l� ,flfid--6hCihx.Tb�l--ivigt thirty--days'-.-written notice.. -to -eaeM-other-additimW irR�atred"{47"'w1KNet_F 4e"lieair'•.of..iryAwftme 4YA*'Awn issue f 5-7 _.-d'taksR-shalty.�;c,",�•-and--mainta+a-fittalt }titi}tr tinel-nteeiesnerwit�txncv�s-er adt#stiaeeal--pr�y�ty-insutam� as may -bee rectaked-by the Supplementat} Conditionsof Laws and will -the} i}x intereskr f t314# #i, 1#3A } klA k3K-4ubeonttetelon�-.l%N044W%W }t4 } 4}ilslts( onsuletntsttsxl-neat' Sher -pees x r-entities idtw&edA the itpplera €adtioFt+--aaelra}awhatm is deemedtxhavr.anateirE>h}etntecscRnet lus}}ie4istedit animured'er-ad&hmal destined: �.:&-.._-t§ll-� sf-ir�iranez-{and-the-vzr{ifiv�ates or iatlwr...-evideta�ut- areal)--refit+fired-tt*...be-yaardtut±s�*d--and mahttained-by-t7WNER in6 ami-7--wil4-etitn[am-aa-fmsvuuan-air etiditrsement�#hat-#hL oovemge 014" will, "- be, -oow lkd -or- materially chonpedoe raneuttl- duntil- At- least-shit{y-tiay4-prwr written-rmtie+e - -has--.-beea -'given- -te-(?WNER----arid E'�3AtF-It�iC"Et3le-and-tc�-ezt�-t?t1zQr"-atk3itit i�crred-he whim- at-eertifiorite of ittsurenins-has heea issued itnd-wilt c>cauaen waiver ---pr0Vtsi0re, to -a vcxdataVa with foragrepk-s-1 1- 59 MVINFiR shill no( he responsible fir purchasing and maintaining any property insurance to prnued the interests of C t)VTRAC f 0 , Subcontractors of fishers in the Wixk-to 4ht*-extent-of any, daduetible ritmxrntr-that -arc identified in the ',3uppleuteoiary Conditions The rtsk of IE-wtthia-wtuh-id rttif+edckdwibleAmount, -W41be, borne by- t-4.k`+T-h'rwr--(X Bali titni�i r4iiiifLrs-sUfleFFng nv such loss And If any of their! Wishes property rnsrirnee coverage -within the of--suth amounts,- eseh-rnav pxwchaase and manamn tt at (he purcirdwVs own expenw .lit. If Ci11v`} KAtJOX rcxtuests in writing that other yxt;ial-iauunittE•a-IM*--ittoltakd-itt-tli<-parcatae#v-ira:uranue prtlteie:':-prcwtdctl-ttridex--kattgiaphs 5 14-of­4-7;_.-EAV-Z"hil shall-tf-fie+cstlrle-r+tcltrda sin�4r+rtsus'atx�r�-and the cittst thrrtal'-wet#-I� �iwt�a�krr t a��faG:.��=-a�ttoaraate Change (:*der ev -Wnuen - lmenJineni .-. Prior to FX'D(a FNFR.AI, et slitt10\3 1914 8tPt90 t'Uttmin In w;0tYnt HWI COIAA i4t( I)ItlC- tti)ASixtt l WIM omimeixxment of -the Work-at-themite. ()Wt',.4R $hallin wfttlii��Btl�iSel{��V-#-1�t'11�i��,'#�iY}lei}7@F43F-nFlt-Mi4ft fM�ieT utSa#artcx4-ltas ttmoa{neCka+f} F-t i14? Tk�R: SH #:-c}Wv#l:snel('t}wC�t ICrfiintrnd-thattdl policies puroha ed in aocordance with paragmphs5 @i Subcontractors, --ENGiM6R; ENGINEER's C-Fxx;a#tattts-anc# al6ethe�or�ntitirts-iderrti€aed +n--�t�plernenkari--E �--to -ke--listed--au insiumds-or--ft&Auiarat}- ittatre& in stte}t poheies ent +yell--lircu`+file-i�itttarY...-srwurage-k�-a�l7--#t�ssas-and dattuiges. eaustut...by�-the }aerrils-awered-t#xrelay .-...kll :web pAlieiew-�te1F eentai�prev-isicens tc3-tll+a a#rtet-{fit inthe event of-puy nera of eery--Icss car damage Ow irwar+trs-well leave-tje�ta1 re ctvery egwst-err}-el the---ittstaectsKtucutl.....unmeds -iha , F;Jet.., 4�14#31:11--grad--kx-�1`F#tr1F-1'ta#;w- wnwe--al#.__ptgl�y iigaitifit-Nildi-.{'ltlleL.^-ari{� ilMtr...r4S�3tlC•tiktl..-olll�fii; directixs, empkwe s And- agents for all -lo: wss" and datm a-eattvd-bv,,art ilia --of or #eiu4ntvg_.(ritm any_<tf-tlte pent$-<xwenx} Sy- Itch policiesAndAT Hther pr. a ty-it usen6e-aped 4e wthe, �?lerk ancl; tn-arWi1k)k- waiwa--all---saute-- rights—eguin a C msu#ants-urti� aN +ether parsimrtx entities tiiantif~tad rr tl Sttpl kmentasr ettditn tvs to _be-..lisitc# ss itts+ux�aciditionel�irbsuracle.under--Ftreh }x,liuic*s l'or lames atad-c{mm�ges-sa ea�set.- �:anr-n�tbe-ehe�e ivaivers-tihall-e�ttettd-to-tlae--t`ightcs that-arty--l�t�y` making weh waiver -may hacw-ta the -proeeeda--ttf ni%wanw held-tty -F31A 2 # as -tea ar ather+vi$e payable ante#-any-pcztley-sca-itx aed Against -- (-'O? RACTO _ _ .Suixxuttrttctcx #iAii;}}4ki�d I�it,F?..F:l:k's-E=t>tYatmri--anal---the offioets - direetomemployeim raid Agents of Any --of them. fora i-1=?-i :_--tet�i rttae-te kntsirtets�inierraptirr�-ha� of use -or othtx- corise luentw} lees- . extending beycxtd 4twit._Physical kxss Or damage- to t Y[kE } rt a }m party .c r the- -Work— -r rtct i ck- b, arising out of or-resulting-fi at fire or other petit- whether or not imuned by, OWN,1,14-and ? I I,�,, loss,ofdamage- to the Completed Fro.ieot of part. thereof causexl-by.-Arising ow ofor resulting from lire or other imuted peril covered by--any--jwonioiy-anurancti suammairied-<tthe, thxttpletetp-It[tr*+ or -pan -thereof by-.«W. 4,-,R during-likirual uiilt`rahon-pumuant to paraginn,th 14.10:-afte€ Substannal-Completion pursuant to parag nigh I4.9 or otter-[+rail-ptyment punuunt-to pianta3raph-#-l:13, r\ny--tnsuranix+-{xilicay--maitHami�tl I��_ t�li"�:IR--E�vwrtu arty-iEu:.'r<lati}agr-or-e<avec{uenta+f knsrrterarElie�tirihis pant etnipli-4 A-1 sIt"- om nf'rov toms-toIh€etfev+fl m tut-d -evcab d-payaocnt-of ant-�twlr-lowiwaW-as tx mtyicential-k-,ss the inarers wvt have no tights tat' retxwery-ugaatst aw-4-C:O' 1`RACJO}:;-,Sul tturcwatr sf'4e c l ;.. 4i h 1?'s- trtru#tant anrl-#ha-<tlliews, .iir�ters, �napdeyrar:entkagerttao[ stew aC-them Receipt and.4ppfirntian ofArrairance Froceerh: 5.12, Any insured toss under the policies of insurance required by paragraphs 5-6 and S 7 will be adiustetd witli (YXNER and made payable to C711'N:'LR as fiduciary for the insureds, as their interests may appear, subject to the requirements of any applicable mortgage clause and of paragraph 5.13- OWNER shall depozsit in a separate account any, monev so received, and shall distribute it in accordance with such agreement as the patties at interest may reach. It no other special agreement is reached the damaged Work shall be repaired or replaced, the memcys so reeewed applies[ on account thereof and the Work anted the cast thereof covered hY an appropriate Change Order or Written A ne ndmert. 5.13. OWNTR as fiduciary shalt have power to adjust and settle arty lass with the insurers unless one of the parties in interestshall object in wri" within fifteen days after the occurrence of loss to OWtiER's exercise of this power. If such obiection he made, OW1VliR as fiduciary shall make settlement with the insurers in accordance with such agreement as the parties in interest may reach If no such agreement among the parties in interest is rcachd_ ')WNER as fiduciary shall adjust mat settle the loss with the insurers sett il-tcutraJ- irt--+�xiti her--ntty }sotto - tt imere,tt,--Ol4'lvt e-ptiaciaw- A give -land- ft)F,#iw fxefser-pe&M"anee of strehduties. teoeptwrct of [tends and Insurance; Option to Repfitce: S 14 If either tOV •mot C01A4C10R) t)WNEK has any objection to the coverage afforded by or Other pr1Ni5iom of the 13orAls-Or insurasnra rckuired to be purchased and maintained by the other ---- I" CON71'P"1CTOR in aeeordance with Article 5 on the basis of non ccmtormence with the C vditract Documents. the obpecting party shag so nearly the'Ahet-}tarty t7WN'E" t Willi pdttle C t) 7_I R t 11 in writin within ben fifteen days after receipt ehksy of the certificates for oily _ tde,,wA requested) to required by pnragmph2.7. k�?.IrF€-srrnlmC?t �a'r'I RrikC?=i Hlf--shrill-�telr-t+rcwicie-ta3...E#x other such additional information at respect of, insurawe lxov uiod its the Other- may-reasombly "requestIf either party does not purchase or maintain sill a the Bonds and institunce- re\liared- c4 such party by the conmraet Documents" Batt i--pony shall 'its4ity the o0w, putty -in writing Of . Ch €adure-ta fwreliase prior to the start Of the Nark, kwOfsrrch-Geilun� tontainiuinprior te-ariachime-in the retpuireti tt verrrgr Without-fnre)achw t +ny other -right or remody, the other party may elect to obtain equivulera Bonds or inauranoe,to, protect such other party''s interests at the expense of thepeuty-who-+vas-retputred it) provide such cx>wraea-anti tit laird EAtdtr Intl) l i5su<d-tr; Wjusvilw, C'eatra�,lPrice aE krtlingly. Partial I;tilization--l)-operq, lnaurance. > I if 0W ER. finds it nea'ssaty to occupy or use. a Ix,rncn or portions of the ;Fork prior to Substantial the errIWINLI'At. �'+�?�i)tTlu�S tR19 ti9au EiBiiait w r) ]Y t F FCR [ c C}Ltt7iti yri t)Ct"t(::ATI�)?rti USLV h201») Completion of all the 'Work, such use or oaupancy may he accomplished in accordance with paragraph 14,141, eZovidett that no such use or occupancy shall commence bfore the insurers providing the prolxrtp insurance have acknowledged notice thereof and in writing effected any elem$es in coverage necessitated thereby. The insurers providing the property insurance shall consent by endorsement on the policy ar policies, but the property insurance shall not be cancelled or permitted to lapse on account of any wch partial use or occupancy. AWFICLE (r-CONMRACTOR'S RESPONSTHIT4I'CCE;S Supet-rixitm attelSupenfatendence: f I CONTRACTOR shall stpervise inspect and direct the Work competently send efficiently, devoting such attention thereto and applying such skills and expertise as may be necessary to pertorm the Work in accordance with the Contract Documents. CON tRACTOR shall he solely responsible for the means methods, technique, sequences and procedures of construction, but CON ,IRACTOR shall not he responsible for the negligence of others in the design or specification of a specific means, method, technique, sequence or procedure of constnuxion which is shown or indicated in and evp n sly required) by the Contract Documents, C'.t N I RACVOR shall be responsible to see that the completed Work complies accurately with the Contract Documents f� C<7? IRICLOR shalt keep on the Work at all times during its program a competent resident superintendent, Who shalt not be replaced without written notice to OWNIVER and H,TtifNI,.ER except under extraordinary circumstances. The syperin tenndent will be dCO' I' ACl`OWS representative at the site anus shall have authority to ad on behalf of CONTRACTOR. All communications to the superintendent shall he as binding as if give to COIN'TRAtCTOR. Tabor, atlartrials and Equipment. ti 3_ CONTRACTOR shall provide competent, suitably qualified personnel to suavev, lay out and Construct the Work as required by the Contract Fhturnerim CONTRACTOR shall at all times maintain good discipline and older at toe site. Except as otherwise required for the safoy or protection of persons or the Work or property at the site or adjacent thereto, taxi except is otheswi , indicated in the Contract Documents, all Work at the -site shall be performed during regular working hours and C'ONRACFOR will not permit overtime work or the ttrfennance of Work on Saturday, Sovi�lay, ot- any legal hohday without OWNf-Ks written consent given after prior written notice to 1;1GL'1I:TR. (» 1 h 1t_fC)h"shall,sulmt t rg csts tOe t d tMT(� 'EL' no lens than 48 hours in advance of V%ork to be Ix,rfonutxl set iritirdal .3mday, Holtla}S or otttSuir tile for feel sr t� ork_{nk E l ours. 6,4. Unless otherwise specified in the (Imerrl Requirements, CONTRACTOR shall Rmush and assume full responsibility fix all materials, equipment labor, transportation, construction equipment and machinery, tools, appliances, furl power. light, heat, telephone, water. sanitary facilities, temporary facilities and all other facilities and incidentals necessary for the furnishing, performance. testing, start-up and completion of the Work f,4 f._ PurchasinY Restrictiurts: C�C)itiTRAC'J-09 must cimrpfy tvith_th t ate s.pW61Ving resfncbons A sK.of e s slttticntns era available for revieu,°,_in offices of the Nrchasi%.arid Risk _�ivagetnent Divisigyt or the ( ilv,t', her! s,aiTicc. o d � Cementf tr arTona ,..._ City of I-Ott,t:ol t s Resolurlart??1-1r1 r uirestlnatsu�r�lic+raa�xlprcxlt�cet�s of cemcyu or products containing cement to certify that the cert!rn1 yvrts �xnt made n castcnt kilns that b trr_r. harardpus waste as a.fuel,. 65 All materials and equipment shall be of good quality and new, except as otherwise provided in the Contract Documents. All warranties and guarantees specifically called for by the Specifications shall expressly un to the benefit of OWNER. If required by E.NGINFFR, CONTRACTOR shall famish satisfactory evidence (including reports of required tests) as to the kind and quality of materials and equipment All materials and equipment shall he applied installed connected, erecter], used cleaned and conditioned in accordance with instructs >ris of the applicable Supplier, e.'cepi as otherwise provided in dry Contract Documents Pt,ogreas rxhedule. 6 6 CON f RAtCfOR shall adhere to the progress hulule established in accordattce with paragraph 29 as it may ba adjusted from time to time as provided below: 6 ti_ 1. CONTRACTOR fall Submit to F v(,]tiF1 R for acceptance (to the extent indicated in txirrgnap h 2 91) proposed adjustments in the progress schedule that will not change the Contend Tunes (or Milestoresi Such adjustinetus will codiform generatly to the progress schedule then in effect and additional$, will comply with any provisions of the General ke(Jui€ements applicabfe thereto. h.?, lfiorvuxl adjustments in the progress schedule that will change the Contract 'times or Mileslones) shall be st� nbnuttel in accordance with the requirements of Ixaragrrph 12 1 ;such adjustments may only tie made beIt t gmwtge orde€ or Writtcn tsiven awnt in accordance with Article 1 6.7. Sabanituresand "Or-Equal"1/ears oil. l4henevcr an item ofmaterisl or cquipawrit is specified or described in the Contract Documents by using, the name of a proprietary item +)r the filmic of a txJrticulrer Supplier, the Specification or description is amended to establish the type, function and quality required I_`nt--ss the specification or description FYAI CmFNi,'RAt, Ci tirillh kN 191 r S {11)90 VA(,,n+ W, U I r)F FOR-r,irlJJ ,N kI(d)n 1C h rio?65 cat:vr zooal contains or is followed by words reading that ne, like, equivalent or 'or -equal" item or no svhstitution is permitted, other items of material or equipment or material or equipment of other Suppliers may be accepted by ENGINEER under the following eircumst,inees 6.7.I1 *VrEgnal" If in ENGINEER'-, sole discrefi n an item of material or equipment proposed by CONTRACIOR is functionally equal to that named and sufficiently similar so that na change in related Work w ill be requited, it may K-- considered by F WY DER as an "or -equal° item. in which case review and approval of the propel item may, in HNOINkER's sale discretion, he accomplished without compliance with some or all of the requirements far acceptance ofproposed substitute items. 6.T1.2. Substihaelteno: If inENGINEER'ssole discretion an item of material ar equipment proposed by CONTRACTOR does not qualify as an "or -equal" item under subparagraph 6,7 1 I. it will be considered a proposed substitute item. CONITRACfOR shalt submit %if icient information as provided below to allow FiNGT v"k;F,R to determine that the item of material or equipment proposed is essentially equivalent to that named and an acceptable substitute therefor. The procedure for review by the ENGINEER will include the: following as'supplemented in die General. Requirements and as RNGIN1,11R may decide is appropriate under the circumstances. Requests Or review of propoged substitute items of material or equipment will not be accepted by FNOTNEFR from anyone other than CONTRACTOR If CONTRACTOR wishes to funush or use a substitute item of material or equipment, CONTRACTOR shall first make written app. licatitn to fiNGINEUR fix acceptance thereof, certifying thatt the proposed substitute will perform adoquately the functions alit achieve the results called for by the general design, be similar in s flisiance to that specified and be, suitxf to the sane use as that specified. The application will state lire cvtort, if any, to which the evaluation and acceptance of the pn)pasexl substitute will prejudice coNTIZAC'TOR's achievement of i tbstantial Completion in time. whether or rot acceptance of the substitute for usc in the Work will require a elutnge in any of the Corttraci Documents ((it in the provisions of env other direct contract with 0W-N R f'or work on the Project) to adopt the design to the proposed substitute and whether cot not ineo4x3ration err use of the suh.Suhrtr in connection with the Work is subject to payment of any license fee or royalt_y. rill varietiores of the proposed substitute from that specified will be identified in the application and aysnduble maintenance. repair and replacement service will he indicated. Theapplication will akw eontain an acrinred estimate of alp cools or credits that will result directly or indirectic front Uvepxsmce of :u€dm sulastitule, irOuding Costa of redesig,n and claims of other conrracrors ttttecttd by the resulting change, all of which will be t ()NX;itAt l tik shall perh not Ivss,..than 20 m_ considered by ENGINEF;R in evaluating the percent of the Work_ with its nun ftirces_ tFntt is, Proposed substitute. i-2vCi1,1FFR may require wittwut subcomr octiI, The W2t7_percent Lqqugce[rmt CONTRACTOR to furnish additional data about shall be and rstmA to refer to the Work the. value of the proposed substitute. which totals not 1, than ^t)_ r Cca€tiac4 _Lf-the Price. 6 T 1.3, C OMRACTOR's Expense: All data to be -� provided by CONTRACTOR in support of any 6,81 If the -Supplerilemar y ic!oaditions Eat_ !*L4 proposed "or -equal" or substitute item will be at Documents require the identity of certain CONTRAC I'Ms expense, Subcontractors, Suppliers or other persons or orgiiizations (including those who are to furnish the 6.7.2. =S`ubslimie Construction ethou- or principal items of materials or equipment) to be 1'rrxe+d1nrs: If a ific means, method, technique, subrnitted to 0WNp.R in -advance- elf-the-speeried sequence nr p co rerre of construction is shown or date prior to the Fffcctive Date of the Agreement for indicated in and eypreizly required I.y the Contract acceptance by OWNER and V.NGCN'FF.R_-a>ad..-i€ Documemc CON I'RAt"I'M may furnish or utilize a (3k)N-RA(--ff(4R:--#uN€- sabntitted-a---lip-thereaf-•in substitute means, method, techliiqua, sequcnce or acaxxdarwe with . tlte- bupplementar}.-.r_,undlounrta procedure of construction aocepiable to E;NCilN'E'hR. OWN1i.R's or I.NGlNRRI}t's acceptance (either in CONTRACTOR shall sutsu€t sufficient information to writing or by failing to make Written objection thereto allow ENOIN}'ER, inKNGIINTEWs sole discretion, to by the date indicated for acceptance or objection in determine that the substitute proposed is equivalent to the bidding documents or the Contract Documents) et that expressly called for by the ('otltmct 0ocuinents any -such- uhcEniractetr.-,Strl 3liet.-or.other..person or The procedure tip review by HtNOTINtt'L:R wilt be organization sr--denttf€ed etttxy-.f>z..-revekad-c>s}-the similar to that provided in subparagraph 6 T i 2 ha%K-of-reasonable objection after due-irtvastignEicxt; in uh sk-e€csc- Ct4112 �t rCfCi---slvtll--sulnwtt -an 673 I:ngweer's Evaluation: EN(#TN'EFR will be aeeeptable-4.subsiitute-the E-rtaeet-Price wifF-be allowed a reasonable time within Which to evaluate adjusteA key-�-ehe degirca a -in file e�^z itesasiattedAy each propkasal or submittal made pursuant to such subsuwtx-n-and -fill appropriate -1 1aree, Order pmagraphs 6 71 ? and 6.7 2. CNGMER will be the kl few rsttan- isrtacittte 's€ teoT will sole judge of acceptability, equa " e of the Contract rcytrin€tg the suhstitute will he ordered- installed or utilized without use of ttl>eananie iti bcontraatnrs, sutttllters or other li\Gl htiR's pier written acceptance which will be N,rams or ar antzat m on the Work unless prior evikkneed by either a ('hinge Order or an ap'prov@!,l wt'ifI¢.tl,_,. (9Vg1 ti,�„t; [E1t ,e � C)Ft�,_ l Shop Drawing, Otk'NhR may require 1 N(11N1 T k. No acceptance by Ct)G4Tglik or CONTRACTOR to furnish at CONTRACTOR's Rod NFER of any such Sulxclrtnictor. Supplier or expense a special ped6rataaoe guarantee or other other person or organization shall owistitute a waiver surety with respect to any "or -equal" or substitute of any right of 01VNIER or E:: INEL IZ to reject EN"GIN1EER will record time required by defective Work Ii f( [NF=ti1Z and ENGINEER'% Consultants in evaluating subtitums propmcd or submitted by 6„„9- CONPMC.TOR pur,%Mm to paragmplrl 6312 asad 6.72 imd in making chars in the Contract 69. L C0.NTIL\('TOR shudl be fully responsible to Documents tkr in the provisions of any other direct OWNER and EN(xINI ER f1-r all Leas and omissions contract with OWNER for work on the Project) of the Subcontractors, Suppliers and other persons oecci;ien d thereby. Whether or rot ii'vf INUR ,in([ organt2attorts perfuming or fiixnistu€tg am" of the accepts i substitute item so proposed or submitted by Work ureter a direct (r indirect contract with CON'FRACTOR CONTRACTOR. shall reimburse: CONTRACTOR just as CONTRACTOR is OXkNVR fir the charges of F:N6INHhsR and regxxisible for t_'ONTR CTOR's own acts and LNGINEE Z_`s Consultants for evaluating each such ornissions_ Nothing. in the Contract Documents shall prvfx)sed substa Lite item create tor the leriefit of any- such Subcontractor, Supplier or Other parson or organization any 6y$. %'mic'erning .5tibco inicipTS. .Supplien, and contractual relationship between Qti:rVM or Mh-erd': ENGI.NE6'R and an}' such Slrtxxonlractkx. Supplier or other person Or organization, nor shall it create anN c� R I. CON, I'RACI'Ok shall not employ any oblirpnon on the, taut of tOltAEk of FiN`Ce[i''EIER to SubLontractor. Supplier or other person or orgtantxanon pay Or to 'Ate to the payment of am morays due any inchidina those acceptable to 01,AM and Well SkibCOnnactot. Supplier or other person or 1 NGf'Q_`Hk is indicated in paragraph 6.8.2a, whether oruanization except as may otherwise be required by initially OF aS a Wb'AdUte, agani,St wll?111 r )WNE'R or l,aLVs an 1 keiLrlatiOnti. ()�l Nf'.1{.CS LNCIl l�fsh S11aV f"1t il'`:I, liR may have reasonable obiecnOn lurnish to ant` SulhUmraCEP[, Jti her of other pevwn ('()NTk At,'fOK hall not be required to employ arty kN _,oggrivatio l _ evidence Of gri7e, iu(_]tw. }aid to r erwly l of CON _ teeth t }i runs h ai rfiorrnt an the Workagainst m tfig€ C-4jv�Icltt". c -N" } Ric I t R' ApplicuuurnCcir kavin i'rA'I-RACi'OR has reasonahle abjection. t71COC6W4,9AL , 010 13 w o IIl°rr r<uft h'(II,LK,h;I.'dc)f7nirC'Att±)kSiRf ,ti �E.'29907 6.4-2, COMRt GTOR shall be solely responsible few scheduling and coordinating the Work of Subcontractors. Suppliers and oiler persons and organizations performing or furnishing any of the Work under a direct or indirect contract with CONTRAC.VORZ CONTRACTOR OR shall recluire all Subcontractors, Suppliers and such other persons and orgaruzattions performing or furnishing any of the Work to communicate with the ENGINEER through C ONTRAC'1'CiR b.lfi, The divisions and sections of the Specifications and the identifications of any Drawings shall not control CON'TRACT(DR in dividing the Work anong Subcontractors, or Suppliers or dehneatfng the Work to he performed by any specific trade, n 11, All Work performed for CxJti f RAC'TOR by a Subcontractor or Supplier will be pursuant to an ap�,�c�)��'�ate agreement between CONTRACTOR and the Submraractor or Supplier which specifically binds the Subcontractor or Supplier to the applicable terms and conditions of the Contract Documents for the benefit of r)l NFAandENVIINEF.R. i henever-anvstnitn Bement i. ;jupFsliir--wine- iq-lis+iarl--as-an additional- insured -on-the-property ctiided--in #wrttg?aplti;�-t?„--Ar-' j'-'F;—tom--argrcemaent--fyern--lFre C ONURACTOR -and-cite Subcontractor -or Supplier -will evrtkain prcwi�iotn-whereby ti�S,ui�smtrsu�ter•m-'•�ral?l'F wartas--n11---ragMt4--ttgtatr�tt-t)44?i*:i� F4Fl�.-iC'lt�}R; {�°'�t61f1+iEl�R- F`'vc'slvf3{^.R'�;--E=awsuftants-end--all- car additioaaf i fa- €�>r rN-lax aura-danaeges eaused by; rising -oat of or resulting frcuat any of a"Mils +overedT,y saah�snd arfny-ether-pre>petty-insnrrc+tee appFtealmk to the -Work —If the unurars M -any-such-policies require separuta wairzr fearans-tuba-aigr�l by any-pitrbeentvttater-car >l}ar;-4'd�Twl Rr�'T'tali-tciFl�mhtairrt}t�aante- Patent fees and Rnr shies: 6I2 CONTWACfOR shall pay all hcense fees and royalties and assume all eosls incident to the use in the performance of the A'ork or the incorporation in the Work of any invention, deign, procc33, product or device which is the sul�jezt of patent rights or copyrights held by others_ If a particular invention, design, pnnccss, product or device is specified in the Contract Documents f r use in the - performance of the lkork and if to the actual knowledge of OWNER or ENGFNEER its use is subject to patent rights or copyrights ralhng for the payment of any license fee or royalty to others. the existence of such rights shall be disclosed to MVNER in the Crni1rad Documents I o the fullest e%fem permitted >rI Laws and Regulations, CONTRACTOR shall indemnify and hold harmless OWNJR. GDt,1\IA;RR Fly. -GI EER's Consultants and the officers, directors, cnmptoyees, agents and other consultants of each and am of them Cram and against all claims, casts, losses kind darnagcsi arising out of or resulting* from ant° infringement of I uLat rights or copyrights incident to the use in the performance of the fabrk or resulting from the Incorporation in the Work of ens im cation. design, process- praiuct or io,i e not 5peelheil in the Contract OOCUmCJ]ts- l4 O 'DI I Isj N 19104, f1990 r$hnolI u"e:71� L1k 1 f mCiT",,EH I,! V'4 N(8>FI I(A C(?'.a4 talc ll'0001 Ferntits.. 6.11 Unless otherwise pprrovided in the 5upplementa Conditions, CONTRACTCAR shall obtain and pay for all cx>nstruction permits and licensLs. OAVNshall assist CONTRACTOR, when necessary, in obtaining such pemtits and licence. CONTRACTOR shall pay all governmental charges and irmspection fees necessary for the prosecution of the Work, which are applicable at the rune of opening of Bids, or, if there are no Bids, on the E llective Date of the Agreement CONTRACTOR shall pay all cha%-es of utility owners for connections to the Work, and OWNER shall pay all charges of such utility owners for capital costs related thereto such as plartt investment fees. Laws and Regutadaas., 6,14.L CONTRACI'Ok shall give all notices and comply with all Laws and Regulations applicable to furnishing and performance of the Work, Except where otherwise expressly required by applicable f.aw-s and Regulations, neither 0W`NF,R nor ENGINEER shall be responsible for monitoring CON' RACTOR's compliance with any Laws or Regulations. 6.142 If CONTRACTOR performs any Work knowing or having reason to know that it is contrary to Laws or Regulations, C ONI R,ACfOR shall hear all claims, costs losses and damages caused by, arising out of or resulting therefrom; however, it shall not be CON1TRr1CTOR's primary rcsporvitbitity to make certain that the Specifications and thaw ings are in accordance with Laws mil Regulations, but this shall not relieve CONTRACTOR of CONTRACTOR's obligations under paragraph 3 3.2_ 6,15 CONTRACTOR shall pay all sales, coisutner, use and other similar taxes required to be paid by (JANI'RAC OR tit accordance with the Laws and Regulations of the place of the Project which are applicable during the performance of tine Work 6 1 s 1 OW NTR is n exe,frewli C pips _Skme arrci Ieial sales and usz taxes on materials to be pennartentfy incorporated into the project. Said taxes shall ngtkremclad ee( titthe Contract Price Address� f olca'atly L;?epartmerFt,�l lira cutesy `,t9tc {mnd.?itl annex. 1 R5 Sherman Street Thayer„( olaxado, �3r?2t Sales_ and Use _Taxes _for _the State .of: €`olorad Regtcnal„.Trars�xSrWtion District R�^IL��_and c�r_tstut Colorado counties are txllecied by the State of (olarstdo.an'd are, mcluded_in the Certihcattion,cof Eixem ion, ( a h ble Subs a Lsc Iaxr 'includi Stott collected Is eesj, camas items other than cenuructaon ma bu lz(ittg inatq'alsAli sicalls, utd wrated utto the proifect...me to he..pnid h4 ('0,NTPAC'f0k and are u) fad m hided iq gppraprraie_hict items. use aJ' I"ramisex• 616. CO!tiTRACTOR shall :onfitic construction edpuipmeat, the storage of matatals and equipment and the cyy��eerraatiorLs of workers to the site and land and areas id lifted in and permitted by the Contract Documents and other land and aresis permitted by Laws mad Regulations. righks-of-way, permits and easements, and shall not amreasorably encumber the premises with edxstruction equipment or other materials or equilinent. CONTRACTOR shall assume full ren<;poncibihty for any damage to any such land or area or to The owner or occupant there4or o€any adjacent land or areas, resulting from tax performance of the tkork. Should any claim be made by any such owner or occupant because of the performance of t1w Work, CONTRACTOR sball promptiy settle with such other party by negotiation or otherwise resolve the claim by arbitration or other diV. ate resolution proceeding or at law. CONTRAM'Ok shall, to the fullest extent emitted by Laws and Regulations indemnify and hold harmless OWNER, RNGTINT?FK ENIG1: -ER`s Consultant and anyone directly or indirectly employed lay any of them from and against all claims, costs, losses and damages artsmg out of or resulting; from any claim or action, legal or cepialtable, brought by any such owner or occupant against OWNER 1 NGINUR or any other party indemnified hereunder to the extend caused by or latend upon a Y NMX("IOR's performance of the Wtxk, 6 1 T During the progre s of ibe Work, ON7 RAOIOh shall keep the prenikes free from accumulations of waste materials, rubbish and other debris resulting from die Work_ Al the completion of the Tt ork Ct NTRACTOk shall remove all waste materials, rubbish and debris from and abort the premise; as well as all tools, appliances, construction equipment and machinenand surplus materials. C0.%fX Ao'' l'(_)R slalf leave the site clean and rca dy for axupaaacy by OkkNER at Substantial C:onpletion of the Work ('(a, --TRACTOR slmall restore to original condition all property nor designated for alteration lx the Contract i kxumenis. o Is C'ON fR:ACT( R shall not load nor ptnnit any part of an structure to be liaded in any manner that will endanger the struchare, nor 4iali t "JkA( fOR suhje any port of the Workor adlaocrit property to ,tresses ot pre."ures that will endanger it Reeord Poerrmenrcr a(IIY0114)R1<v,LLLtS'M01W7€_Art,)ASUKFYd)?O1Ha7 6_l9 t'Ci"IIGiCT(7R shall maintain in a safe place at the site one record copy of all Drawings, Specifications, Addenda, Written Amendments, Change Orders, Work Change Directives, Field Orders and written interpretations and clarifications (issued pursuant to paragraph 9) 4) in good order and annotated to show all changes made during construction. These record d acumeaus together with all approved Samples and a countcrNi-t of all approved Shop Drawings will be available to ENGINTa R for reference. Upon completion of the Work, and prior torelease of final payment these record documerns, samples and Shot) Drawings will be delivered to jNGINEW fix O Nf:R, Safety mid Ymrectian 6.24. CONTRACTOR shrill be iesponsdite for initiating, maintaining and supervising all safety precautions and programs in connection with die Work. CONMCFOR shall take all necc-ssary precautions for the safety ot, and shall provide the necessary protection to prevent damage, injury or loss to 6,20_1. all pers- , on the'd,'nrk site or who may be affected by the Work; 6 i0.2_ all the Work- and materials anf equipment to be incorporated therein, whether in storage on or off the site, art] b 20.3_ other property at the site or adjacent thereto, including trees, shrubs, lawns, walks, pavements, Toadways, wiadures, utilities atxi Uri&rg,raand Facilities not designated for removal, relocation or replacement in the course of construcuon CONTRAt TOR smell comply with all applicable Laws and Regulations of any public body having jurisdiction for safety of persons or property or to protect them from damage, injury ar loss, and shall etect and inuartain all necexcary safeguards for such safe#}- ant protection. CONTT, At TOR shall notify owners of adjacent property and of Underground Facilities and utilay owners when prosecution of the Work may affect tlxrm, and shall cooperate with them in the protection, removal, relocation and replacement of their property_ All damage, injury or loss to any property referred to in fatagraple;tt2ft< or C 23 caused, directly or indirectly, in whole or in part, by CONTRACTOR, am Suh+untrador. Supplier or any other persm or organisation directly or indirectly employers by any of them to perform or furnish any of the Work or anyone fox whose acts any of them niay tv Gable, shall be remedied by cox I R AM OR (". cepx damage or loss attributable to the fault of Dnawin_,p or Speciliaatknts or ha the acts or onvssiom of f M N or HNOINEER or LNGINEER's Consultant or anvoric employed by any of them or anvone for whose acts anv or them mac he liable, and riot attributable, directly of irxiiv"ily. in whole cx in put to the fault or negligence of ('.0%1 RX, I OR or any subcontractor. Supplier or other person car organiy i6im directly or indirectly employed by any of thorn), CON RACI'OR'sdutiesandrespoeasiblhuesforthesafety and protection of the Work shall aoiainue until such tune as all the Work is completed and FN6I%l -k Kis msued a 1'+ notice to OWNER and t t)ti'lRA(71OR in accordance with paragraph 14.13 that the Work, is acceptable (cxw.IA as otherwise expressly provided in connection with Substantial Completion). 611. Safety Representwive: C0NTRt1CTOR shall designate a qualified and experienced safety representative at the site whose duties and responsibilities shall be the prevention of accidents and the maintaining and supervising of safety precautions and programs. Hazard tCommumicatu m Prvgramv: 622 CONTRACI'(* shall be responsible for coordinating any excharage of tnaterial safety data sheets a other haaarcF communication information required to be made available to or tschangcd between or among employers At the site in accordance with Laws or Regulatioxts• IlAergenem., 6_?3. In emergencies affecting the safety or protection of persons or theWork or prolwcrty at the site or Adjacent thereto. CCONTRACTOR, unthom special instruction or authorisation from Oti'h'ER or ENG INTER, is obligated to act to prevent threatened damage, injury or loss. CONVIRAC•tOR shall the ER(IJNP.;R prompt written mice if C(2NTRA('fOR believes that may significant changes in the Work or variations from the Contract Documents have, been ca"—d thereby if ENGINEER determines that a change in the Cotmact Documents is required because of the action taken by C0\7RACTOR in response to such an emergency, a Work Change Directive or Change thdax will to issued to document the consequences of such action 6.24. Shrrp Prawings and So mples: 6-14.1, C ,')I TR%C'TOR shall submit Shop Drawings to E,NGlNF;1 R tier review erni : ppioval in accordance with the Accepted schedule of Shop Drawings and Sample submittals (see paragraph 2 7). All submittals will be iclerin ied as t`e'Y ;WEER may require And in the number of copies specified in the General Requirements. I he data shown on the Shop Drawings will be complete with resect to quantities, dimensions. specified performance and design criteria, materials and similar data to show F-y:GINEER the materials and equipment (,(1N11iit �l OR proposes, to provide and to enable ENaTO43,R to revicw the information for the brinted Ixarposcs required by pmagrnph 6.26 6 24.-. CON 'i-RACTOR shall ad>o submit Samples to l ail` L-FR for rcvuNv :and ;tp70Val in ac")rdance teeth hard ucceptecf x,hotulc of Shop Uunvam,i and Sample athntiktals l,ach S:amp{e toil{ he lentified clearly s•, to material, Sup)=lice, pertinent data such as catalon� numbers and the usefor which intended and otherwise as hNOINEER may tcquue to enable 6tiM\'EF R to review the submittal for the limited L:IE't t€ (H Rt AlAL+ r tiUt JIOT,� 19 n s 1990 Fdthao io w`t:IYCk "R'f tiOIAA .t2wfo7 putrx)ses required by prrraeraphb26. The numbers of each Sample to be submitted will he as specified in the Specifications, 6,25. Submittal Procedures: 6.23.1, I3efcxe submitting each Shop Drawing or Sample, CONTRACTOR shall have deterrinned and verified, 615 l.I ail field measurements, quantities, ditttensicxts, specified performance criteria. installation requirements, materials, enti loe numbers and similar information with respect thereto, 6.25,1.2, all materials with respect to intended use, 1"ahrcation, shipping, handling:, storage. assembly alai installation pertautng to the performance of the Work, and 625.13, all m(brmation relative to CONfRACTOR's sole responsibilities in respect of means, methods, techniques, sequences and procedures of construction and safety precautions and programs incident thereto, COYMACTtO,R shall also have reviewed and coordinated each Slap Drawing or Sample with other Shop Drawings and Samples and with the retlturenactats of the Work and the Contract Documents 6-25.2- l~,ach sulmnitt3l will bear a stamp or specific written tradication thatt CON7RM-1-OR has satisfied COY ACTOR's obligations under the Contract Da:unuema with respect to CONTRACTOR'S review and approval of that submittal. 6,25-3. At the time of each submission, CONTR.\(-FOR shall give EiNOINE R specific written notices of such variations. if any, that the Shop Drawing or Sample submitted may have from the requircrnentc of the Contract rkwuments, such notice to be in it acritten communication separate front the subniival� and, in aiklin(n, shall cause a aTiecific rotation it) be made on each Shop Drawing and Sample submitted to FNIG NEIR for review and approval of each such variation. 6,20 1:NG Nfia will review and approve Shop I raw ings and Sample in accordance with the schedule of Shop Drawings and Sample submittals accepted by ENGJNf:ER as required lw' paragraph �t, E NOINF'ER's review and approval will be only to determine if the items covered to the submitals will, after installation or incorporation in the Work, conform to the inlixmauon given in the Contract Documents and be axnpatibiv with the design cunwcpt of the completed Project as it iimcusmtng whole as indicated by the Cortuct I:kscuments. ENtr1Nh'liR's review and approvul will not extend to means, methods, techntque.� sequences or procedures of construction (except xhoc a tntnicular niestw5, meths teetmvque, sectuetxe w twocodure cN( construction is specifically and etpresd3, called for by the Contract Documents) or to safety precautins or programs incident thereto. The review and approval of a separate item as such will not indicate approval of the asxanhty in which the item functions. CONTRACTOR shall make corrections required by 14,NCIINI:;1R, and shall return the required number of corrected copies of Shop Drawings and submit as required new Samples for review and approved, CONTRACTOR shall direct specific attention in writing, to revisions other than the corrections called for by 1MINEER on previous submituds. ri.27, kNGINI-' R's review and approval A Shop Drawings or Samples shall not relieve CONTRACTOR. from responsibility for any variation from the requirements of the Contract Documents unless CONTRACTOR has in writing called ENGINEER's attention to inch such variation at the time of submission as required by paragraph 6,25.3 and FINULNEEER lots given written apfoval of each such variation by a specific written notation thereof incorporated in or accompanying the Shoop Dritwing or Sample approval, nor will any approval by HNUTINEER relieve CONTRACTOR from responsibility for complying with the requirements of paragraph 6.23.1. 6,28, Where a Shop Drawing or Sample is required by the Contract Documents or the schedule of Shop ITrawing and Sample submissions accepted by J--NGiNI:iER as required by paragraph2.9, any related Work performed laic to b'N!(;lNFhR's review and approval of the 1)ertinent stibm ttal trill he at the sole expense and res)wnstlmlity of C ONTRACI OR Continuing the Work 6,29. CONNTR'ttTOR ,hall carry on the Work and adhere to tee progress schedule during all disputes car disagreements with (-)W TR. No Work shall be delayed or postponed pending resolution of am d sputes or disqgreements, except as peraims d by paragraph 15.5 or as OWNER and COIN ]'&WTOR may otlerwise agree in writing, 630. CONTRtCTOR's General Riirrauy anti Guarantee., 6,30.1,CONITRACTOR warrants and guaantcts to ()i1'Nhi`R ENMItiEE:R and ENMNFER's Consultants that all Work will be in acci)rdlmee with the Contract Ikxuments and will not be &festive. r'ONTR.A('TOR's warranty and guarantee hereunder excludes defects") damage caused by ; 6.30.1.1 abuse, modification or improp r maintenance or operation by persons other than C.o>:TRACTOR' subcontractors or Suppliers, or 6,3{1.1.1 mortal wear and tear under normal usage. 6,30.2, CON RACTOR's obligation to perfcuw and corapicte the Wkirk in acuordiat, e with the Cornraci Jhx:untems shall t>c absolute None of the following: will constitute an acceptance of Work that is not in tSCtf'Cat•Nt*AL('ONDt 110A'S 1910R(19l )F,Jlllml s, i f rv' "W I (YRT eYlttdtti'i \i,X')tr1C 'n ".S iRt-.y 42oxao accordance with the Contract Documents or a release of CO;NTRACTOR's Wigaticr to perform the Work int accordance with the Contract Documents. 6,30,1. L obscrvations by ENNG1NEER, 6341.2.2. recommendation of any progress or lineal payment by ETQf.\LER, 6.3Q2.3, the issuance of a certificate of Substantial Completion or any payment by OWNER to C ON'TRAC°TOR under the Contract Documents; 630.2,4 use or occupancy of the Work or any pan thereof by OWNP?R; 630.2.5. any acceptance by trillNER or any tailure to du sc 6.30.2,6. any review and approval of a Shop Dntwing or Sample submittal or the issuance of a notice of acceptability by lsNGhlsEER pursuant to paragraph 14,13, 6.30.2.7 any inspection, test or approval tn� others; or 630.2X any correction of ekjyevve Work, by O%NHR. /ndeninifieafitur.: 6.31 To the fullest extent permitted by Laws and Regulations, CONTRACTOR shall in eranifv and hold hartal s OIWNIsR, JENGIMIR, ENGINFER's Consultants and the officers, directors, employees, agents and other consultants of each and any of them from and agmnst all claims, costs, losses and damages (mcludinl;- but nor limited to, all fees and charges of utguwexs, architects, attorneys laid other lrofessionals and all court or arbitration or other dispute resolution casts) caused by, arisug out of or resulting fiom the perfirmance of the Wore, provided that any such claim, c(ast, loss or damage: (f) is attributable to bodily injury, sickness, disease or death, or to injury Ica or destruction of tangible properly (other than the Work itself), including the loss of use resulting therefrom, and (it) is caused in whole or in palm by any negligent act or omission of CONTRAC'TC)R any Suleomroctor, any Supplier, any person or organizntiom directly or indirectly employed by any of them to I .rform or furnish art), of the Work or anyone for whose acts any of them may be liable. regardless of whether or not caused in part by any negliggencc or otnission of person or exit% mdenmified hereunder or whether hibihty r unr%osed upon such indemnified patsy by Laws and 'Regulations regardless of the negligence oi' any such person or emit% 632. In any anal all claims against Ot NEK ur E NT611\11K or any of their respective consultants, agent,. officers. directors or employees by arty emplox" {or the suit war or xrscsial represenrauyc of such employee} cf C(-)NI RsACTOR, any Subeoauractot, can Supplier, any perv?n or or amnion directly or indirectly employed by 17 any of them R) perform or furnish any of the Work, or anyone for whose- acts any of than may he liable, the indemnitickition obligation under paragrapih6.31 shall not be {invited in any way by am limitation on the amount or type of dannages, compensation or benefits payable by or for CONTRACTOR or any such Subcontractor, Supplier or other person or organization under workers' compensation acts, disability benefit acts or other empioyce benefit acts 613 fhe indemnification obl gatwns of C (JNTRACtTOR under paragraph 6.31 shall not extend to the liability of EN INFER and ENTGINNE ER s Consultants, officers, directors: employees or agents mused by the lxofessiorial negligence, error's or omissions of any of them. .S)rrsiral ofObligauans 634, All representations, indetnnihmtions.. warranties surd guarantees made at required by or given in accordance with the, Contract Docurnmts, as well as all continuing obligations indicated in the Contract Documents, will survive final filtyment, completion anti acceptance of the Work and termination or completion of the Agreement, ARTICLE 7—OTHER NVORK Related If ark at Site. 7_1 F3tb'NhR may perform other work related to the Project at the site by ONkNTER'x own forces, or let cxher direct contracts therefor which shall contain ttencral Conditions similar to thew, or have other work perfonncd by utility owners. 14' the fact that such otter work is to be performed was not nowd 41 the Ckmtract Documcm� then (i) written notice thereof will be given to CONITiik%"ftiR prior it) starting; ,any such other work and (h)C713\17RA("TOR may make it claim therefor as provided in Attiete_s I l WYJ 12 if CONTRACTOR believes that such performance will involve additional expens to C ONTRAC OR ar requires ad ditio nal time and die padie�, are unable to agree as it) the amount or extent thereof 7 2 (70N] R;IC TOR shad at%d each tither contractor who is a patty to such a direct contract and each utility owber land OWNER- if 01AN ?R is perkxming the additional work with CAUNTiRRs employees) proper and site ad:cc&s to the site and it rav;xwahle oppattmny boa tine introduction and storage of materials and ekiuipment and the execution of such opner work and shall properly connwt and ctxirdinate the Work tvith theirs Vniess i*thermse providlctl in the contract Documents, 0-)N`t RAC'TOR shall dos all cutting faits and patching of the kt'ork thin mat be required to make its several parts cone together properly and integrate with such tither wort__ f RAC`ft�nh shall not ertdanger any work of other by cutting. escktvahr>g cr otherwiax altering then work and will only eta of alter their work with the vvrineri consent of E.'xGINI-&R and the others whose work wilt he affected. f he duties aandi respcnxibilntws of t OMRNCIt)R corder this lxaragtaph kuc for the b aeEit of such utility owncis and other contractor" to the extent that there arc doll-AMIle k7(1Xd t31' VlrAl, CkANPI ROM Ut08 I P)90 Hditmo l� it'CitY OF YOR't dc31.IJNN'MO3nt(Rt ION- tW, -V2( i)i provisions for the betiefit of C©NTRACIOR in said direct contracts between MVINMR and such utility owners and other contractors, 7.3. 1f the proper execution or results of any part of (7ON f RACrOWs, Work depends upon work perrirmed by others under this Article 7, CONTRACTOR shall inspect such other work and promptly repots to 134TC INEE3R in writing any delays, defects or deficiencies an such other work that render it unavailable or unsuitable for the proper execution and results of C C)N'TRAL TojZs Work, CCtVTRAC,",TORN fi iture so to ngxnt will constitute an acceptance of such other work as tit and proper for integration with COkITRAcroks Work except for latent or nonapfreant defects and deficiencies in such other work. C'oordlaado 7.4 If OWNER contracts with other: for the perfomance of oiler work on the Project at the site, the followingwill beset forth in Supplementary conditions: 7 4 1. the perstm, firm or corporation who will have Authority and responsibility for coordination of doe activities among tie various prime contractors will be identified; 7.4.2 the specific matters to he covered by such authority aril responsibility will be, itemized-, and 7.4.3_ the extent of such authorhv and regwnsihilities will be provided_ t mess otherwise provided in the Supplementary Conditions, ONVNf R :shall have sale authority, and responsibility in respect of such coordination. ARTICLE(. $._OtY S ER'ti RFSi'C) c S1Rl t.,E'IYF ti K 1, f u, ,ept as otherwise provided in these General Conditions, OWNER shall issue all communications u) )NTRACTOR through ENGINE R. 82, in case of termination of the employment of 1�' R,lNJ;F'R, OWNFR shall al.Toint an engineer against whom 02iNTRACTOR snakes -no reasonable objection. whose stands undler the Contract 'Documents shall he that of the former E.NGIM r-,R. r3 C111'NER shsall burnish the data required of Oki :BIER under fie Contract Documents promptly- and shall make payments to C NTRACTOR promptly when they are due as pmvidled in p:ar.agraphs 14,4 anti 14,13. 8 4. OW'N ER's dot cs in respect of providing lands: and eascanents and providing enguxrring surveys, to eatahhsh reference points are set forth in paragraphs 4 1 and 4A Nragraph 4,2 refers to OWNER's idenhfving and making avnalabit to d t> ,,l RACD )R copses of reports of expkinrtiora and tests of subswfaca wnditiotu at the site and drawing's of physual c +rvdat{'ns in ex sang 1.0 2.0 3.0 SECTION 00100 INSTRUCTIONS TO BIDDERS 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). 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. 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 12/03 Section 00100 Page 1 structures at or contiguous to the site dial have Ixen utilized by INIGYNEER in preparing the Contract Documents of flctrehasirte ttnd-nittintein6ig--iink�i' - are-t;ei fott#t-irrparx¢ atths:.Sthrxigh 80 OWNER is obligated to execute Change Orders as indicated in paragraph 10.4, 97 OWNMR's regtore4hility" in respeet of certain inspections. tests and approvals is set Forth in paragraph 13.4. 88 In connector with OWNER's right tostop Wad- or suspend Work, see paragnu K% 13.10 and 15,1 Pwugraph 15.2 darns with <)11 11,,, right to tens n ate servtccs of CON1'1 M7 1k under certain circumstances, 8.9 The 01VNER shall not supervise, direct or have control or authority over. nor be responsible for, C ONI'RAC'FOR's means methods, techniques, sequences or procedures of construction or the safety precautions and programs incident thereto, or for any tatlure of CONTRACTOR to comply with taws and Regulations applicable to the furnishing or performance of the Work, OWNER will not he responsible far COMRACTOR's failure to perform or furnish the Work in accordance with the Contract Mcuments_ AA of _63b4'?ihR q— respot-Aihilny-in-i t-< i-ttnd s l d Avil*taett, -420 ftetreieuae Zia tom- 14aste. _� r Rc+dieavotive-- later -ails urwovetvri or mvealeet-at the site is set�in fittragr�h�. �- g:I 1: -- if"sttclttr tfte rtt+�uF-�i�-1a1E3� -aI aa-ftnaush t-t�4�F{3R-._-rtpratFile- avicietwe---ttatt-neitsl arrangements- have ---beast -trade to -satisfy _.Ow'Itiigt's rihiigatitr€te-tt+uiar- alas-F'rxvtneet--#4tret�rtettty:--t?LVaiF:lt'a responsihility in -respect -thereof -wiI1 1*-asset-truth-in the Stppletnentktr} C'o htiotts: ARTICLE 9--ENGINIRTIA'S STATUS DURINC1 CONSTRUCTION ORNER's Representative - I EM_', NVTR will be OYV \F k's repress°ntative during the cans ,ruction I>eriod. The duties and reslxinsibnheres and the limitations of authority of F:\UINIEER as C?WNFR's representative during construction arc set forth in the Contract fkxuments and shall riot f, extended without written consent of (AVNER arxl ENGINs.ER. F iaits to Site: hN."01N•E1 R will make visits to due site at intervals apprnlxiate to the various .stages of construction as, F: ttrF-NEEk deems necessar"v in order to obsxrye as an experienced and climlified design professional the provgress 13t9,x'GE;4 1t1L ('S?N1i1IKN`. 1910 4 t194(1to4tital) w CI rt ot" rott r r u,v,S NIQUIrICAFIONS tKIN de-20)w that has been made and the quality of the various aspects of CONTRACTOR's executed Work Based of information obittnted during such visits and observations. ING INTER will endeavor kit the benefit ofOWNT-k to determine, in general, if the Work is pravcding in accordance with the Contmet Documents, I:NCrI'tiEER will rari be required to snake exhaustive or continuous on - site inspections to check. the quality or quantity of the Work. E GNMER's efforts will be directed toward providing for OWN R a greater degree of confidence that the completed Wurk will conform generalh° to the Contract Documents. On the basis of such visit% and on - site observat"is, NNIOWNvEER will keep OWNER informed of the progress of the Work and will endeavor to guard OWNER against ok ie ive Work f?titiINF�'R's visits and on -site observatam% are subject to all the limitation; on ENGINEPWs authority and tesponsibiLdy, set forth in paragraph 9-13, and part vutasly, but without limitation. during or as a result of ENUINHIFKs on -site visits or observations of ()NIRAM'OR's Work fiNU11VEER will not supervise, direct, control or have authority over or be responsible for CA,NfRACTO R's means, methods, techniques, sequences or procedures of construction, or the safety precautions and programs incident thcreto, or for any failure of CONTRACTOR to comply with haws aril Regulations applicable to the furnishing or performance of the Work. trhfeel Representative: 93 If 0%VNi-.'R and F3 GINF iR aszec. E. 'CF[i EE'R will furnish a Resident Project Representative to assist EN(JUNEER in provielitg mote continuous observation of the Work fhe responsibilities and authority and limitations thereon of any such Resident project Representative and assistants will be as provided in Ixaragraphs93_ and 913 poet -itr-tip �pirrWnuanWrY Cooditi)is of these General Conditions. If OWNER designates another representative or agent to refwesent AVN Rai the site who is not L trJXFER's Cot,strFaint, agent or employee, the respotisibilities and authority and limitations thereat of such other person will be as rerovided in the t tt lettte ti Iry G er> tare NotiziaPh 9 3 -o M 9.371 The Represeni ruyi% dealings in _matters pertaining Eo the on,,itc work will ingeneral- he, with the L:MLLNI B R, _apsl t t iNTR 1t ft)h.,._ Rutz ls; Reprewntative will keep the 'OWNER properly ads iWd about Well matters the ReprC3ent311vz's deahn� trwith ubconutors will only he e rhrou or _ the full kra)wlcal,,e an51, approval of the CON Cli C'1_( it t y _ _Dunes and hetip >nsihniltws - Repfsz;q tative will 93,x l `schedules - Review -the __..Ivoare�., s'dwduie and cxher schedules„prepared by did C".C)IJTR}1( T7)R , and conwlt _ t�th th5 LtiuIATE)~R ecmerningacucptabt�; 9.322; Ccn[orertces and--h3ertintum mectin_g_ wghvthg_f (LNTIklC't'OR such xs preconstruclion conferences progress meetings and other fob ccriferences and Mxq A111 citculate copies of minutes of mettingt. 9 3. w.3.. Liaison 93,231, Serve as E tiC>l `l F'R'S ]iais xt with t—C �fT2 t.`.T )R. wcxkmil-Mir-MOy tJvouy,h'-()Yl R-.A(: '()ws wDe r nte-14 t u? amst ihe_CC QN t RACI )Jt in under #sndtlu the contract D urnents. J3.Z.:i?, _.;1ssrs-t_in utttainirt�fiunt C7}�'xVF;ii adftorlxl... detalls...._or mfonn..adgn wt}en rec ire f xj;Ir ner atecution of the Work. 9:3? 3.3. ,tiu _ iFsc E?�;cftN,and CONTRACTOR of the commencement of any. 1A'ork r u r3rig. 1 Shop_ 1?ra vinp.__ar ?51�3. 4 71. t%1?tis` %Qil_.1%ti7C l}.l iii._5"1.�5 alas n4A been approved by the. kNIG EFtk, `k:3 r.d.l2ecle))- 01 tVorkI2e3ecu�ttl of Lim ork, Imspectionsand I`esL 93 '_ 4 1 conduct on -site obsmauons_of In determining that the Work is prz cecciin , to at�rar�ant:c itt4h�e C"cxtu-.rc[ EUJ?7pntY +3',43. Accompany visiting_ inspectors rcjjEqseOj Ing, public or tthct a},grrples haro top Strri,, Diction over the Project, record the re tilts of fheae __Iniimlions_ and repI't to tt_te I `+OIN ER �,3 2 , Interpretation of Coraract lkwuments _.._. Repcwt t, ti,hen clarltu nicm_s__tnd interpretations of the (cmmict 17caeuments ace neetkd and trantimit to Cii' 1 lL1C l (712 d 3rrlrcttit n u xl_ mter,retuticm of the Cntrptct ihat;ntents as i mail by the Iw\t i1tiF;RR, 3 _ t> 4lc7drGcati,m5. Consider Ind rt�rluntc,__tt3�.tK1t"f�t}k, uggut9ni_...tier w'(ii) tit i-oR:r i Lt.tm m(4m, :xt IO._e'S fkrI minim mcxiitication in DrawM or Sp gfijcayom and re3x,rt incth, reGTvTiCR. \a;urate�_,_tr�tnsnnt ici C©�,7R�i~TCJF d,cis7cros tssttcd� the L'RGNE'LR y 3.2.7 Records.. .j.s..4' l _...l Utntar.�.,l-TT;�i3;.... f>�'r1S?dJc' repctts, s reyutred,, ai',the pr, tress of the Work and of _ thrCO'ITN CTMS c,�mti?ttanCe._wttty Sh�.3?[c��J �h�tii�.artd scheduleof shop _Drawing, and _-sari submtt�;cls. >3 t 4, Ctyuult with ,T"ti(,TTNTXJZ in advance pf scheduling ma'or tests I cturns c r start of til3lx>rtant p ses of the Work, 9 , 10, Draft pfcgx�d f'l�u g,t )rclers and Work Directive Changes, obtaining bat kttp mutenal-front- tlte_ t UNMIL. cfolk and recommend to ENtiMEN Change Chd rs 1S"t,rk l tu. crti e f T anhet_„_uid _t,7eic1 orders. 9 h 4. Repor€ inutIO!,atelr _ to E`\ ,[NEUAE' and OWNER the urcurrerv:Q of ank acciclgnt, `�.3,;_,I) Pke•ntertl_ kcituests.. iict iet+,.if?i'-.hc_iliutis ter p�trotem write t'r).�.'1 }Z.�t_TOK fir cc?ntpltanc� withfife v�itah,Ilshc iau.<xedurc _ Ion their ,uhtn cMOn an.l„forward with _recommerda_ on o LN(ifa E Kriot wf, rk completed and , materials _ ancl_ctuirnt delivered site but nor incorporated to Chic W.Yk,. 93-2.110. Completion Before issues, a of to COMRACTOR a list of observed items c�mNtf -qj_diq MLHNf-'R R and (A.)NTR :.T. finzill Ast of items to IV for ccnnpVetcd. final list have been corrected or completed and makey;epmmqndations tc ENQl:oFER 9.31 Limitation of not - 9-43 11 Authort7le- my deviations fir-om the matcriip�s dy, equipment, Yrdc5s amborwd by -the 9,1312 FxCecd .1imitAticsis of 9,333, Undertake anv,of the revcalsibilities ... k,—NVJ,A-)FL CON,TRACT(-)R*S sapeyjrter* � fit qt% pr, ilisw digs tjotu re stave to,_. or %,stirrw qrittol -<n er aspect <3t the means, 0 , or to �t unless ,sua)t_ is specifically culled for in the Contract Documents, AdYisc- on - orl, -vislue-, I'directions (egpri)Img or issonte contJoJ- ow 5,01ely precaulions and programs in connections with the 93.1o, Accept Shop Drawings or siiniple a I sullIhnittas--fion anvmt;� oibet titan, the CONTRACT I OR 11 93,37 . Authorize 0"NER to occul-y. the tX- kvk, in whole or in part., ?3. 3.8 I.Irticipatc in qwcializxJ field or by others except as specifically authotize, by the 0wificariams rind Inlerpretafionv: 9,4, EN'OiNELk will issue with reawvrablc promptness such written clarificati(sw v interpretntiorv; of the T,3<1X'GF,:Azk;%L COMM JWxS 0][IM (191NFeiwvii requirements of the Contract Docuritents (in tile lorial of r)mwin&s or otherwise) as ENGIFINUM may determine necessary, which shall bc consistent with the intent of and reasonably inferable from the Contract Documents. Such written clarificritions and interpretations will be binding on OAWER and CONTRACTOR if OWNER or coNYRACTOR believes that a written clarification or interpretation justifies an adjustment in the Contract Price or the Contract Times and the parties are unable to agree to the amount or tqcrA thereof if arty. 0\VNLR or CONTRAcroR may make a written claim therefor as s provided in Article I I or Article 12 Authorized Vitfiations in tMork 95. FNUMFER may authorize minor vartatiorv; in the Work from die ro4utresneas of die Contract Docurrents, which do not involve an adjustment in the Contract Rice of the ContractTimes and are cornpauble with the design concept of the completed Project as a functioning whole as indicated by the Contract Doctiments, These may he accomplished by a Field Order and will be hinding on OkVNFR and also on CONTRACTOR who shall Perform the Work- involved promptly If OWNER or CONTRACTOR believes that a Field Carder justifies an adjustment in the Contract price or the Contract 'I and the parties are unable to agree as to the amount, of extent thereof, OWNER or M . NNTRACTOR may make a written claim theretbr as provided in Article I I or 12 RejecfUig DefecM-e Work. 96 I;NG INHBR will have authority 4) dimpprove or NIG reject Work which E11\71MR believes to be defective, or that ENG MTER believes will not produce it completed Prqject that conforms to the Contract Documents or that will prejudice the integrity of the design concept of the completed Project as a torichoning whole as indicated N the Contract Documents. EM31NEFIR, will al have authorkm, to require special insIvocti, or testing, of the Work- as provided in paragraph 139, whether or not the Wiyk, is tabrioated, installed or completed Shop Drawings, Change Ortkrs andPqpnen1s 97 In cAinnection will) ENGINFER's authority as to Shop Drawme S s and Stimple%, we Paragraphs 6,214 through 6-28 inclusive. 98, In connection with authority_ as to ChangeOrders, sec Aitides 1011, and 121 In connection with ENGINEER's authority as to applications for Payment, see Article 14 Deferminationsfi)r ('"if Prices 9 IH EN(ilNEEK will detentime the actual quantities and classifications of Unit Price Work performed by CONTRACTOR, F\GINFER will tvvieiv ivith CON I'RACI'012 the 1;N6lNlJ,,R's preliminary determinations on such matters before rcrideim& a "ritten decision thereon (hy recommendation of an Applientiin for Payment or otherwise L;N(31NFt R's written decision thereon will be final and tiding upon OSVINER and COtNTRAIW rM urdm within ten days after die date of anv such decision, either OWNER or CONTRACTOR delivers to the other and to ENGINEER written notice of intention to appeal from 1 NUINFER's decision and, (i) an appeal frtmi L71NGINEEWs decision is taken within the time limits and at accordance with the procedures set ford fit Exhibit GC -A, "Dispute Rest)lution Agreement", entered into between OWNER and CONTRACTOR pursuart to Article 10, or (if) if no such Dispute Resolution Agreement has been entered into, a 6,vite t proceeding is instituted by the appealing party in a forum of competent jurisdiction to ecerctse Such raghis or remedies as the appealing party may have with respect to PNGrINEER'.s decision, unless otherwise agreed in writing by OWNER and CONTRACTOR. Suds awl will not be subject to the procedures of paragmph 9a I. Decisions on .Tutev: 911 l;V;I NkF.R will he the initial interpreter of the icqutettien€s of the. Contract 0ocuments, and judge of the acceptability of the Work thereunder- Oman-, disputes and other matters relating to the acceptability of the Work or the interpretatitm of the requirements of the Contract Documents pertaining to the performance and furnishing of the Work and claims under Articles I 1 and I in meet of changes in the Contras Price or Contract Tuna will be rcfened initially to ENOINE'ER in writing with a request for a faunal decision in accordance with this pparagraph- Wraten nonce of each such claim, dispute or other matter will tv delivered by the claimant to E; GIiNEER and die other rirty to the Agreement promptly, (but in iva event later than thirty clays) after the start of the occurrence or event giving rise Hereto, and written supporting daw will be submitted to H GfIN7:IR and die other party within sixty slays aftar the Mari of such occurrence or event unless HNOINFER allm" an additional period of time for the. s ihmissioil of additional or more accurate data ui support ecF b laid epee,, tlispaute cu other matset. '1 he op"trig party Shall submit any response to ENGI MER and the claimant ,vaunts thirty days afidr seer pt of the claimant's hit submittal (unless I"',1vOWFER allows additional time), k"Ntcl?<C:Tst� ,till raider a formal Stan in writing within tfurty days triter receipt of the oplxxsing parry's submittal, of any', in accoidarae with this paragraph. EiN6INEER's written decision on such claim. dispute or other matter will be final and binding upon OWNER and CONTRACTOR imles. (i) an appeal from li ill' 11,R`s decision is taken within thetime limits and in accordance with the focedures set forth in I-NI'IIIAT GC -A, "Dispute Rex>luticxt Agreement", entered into between OWNER and Ca )N i KA(-'10K putsuant to Article 16, or (o) if no such DMII tie Resohnion Agreement has been entered into, a written notice of imcthtion to appeal from EN 1INEIiRs IMIlen decision is delivered bt OikNt-1-ti or C c >A I RACTOR to He othc7 and to Ckt.AXLER within thlrtk days after He date of such decision and a fonts proceeding is instituted by the appealing party in a forme of conhpctera iurisdhetion to exercise such fights or remedies as the appealing, patty matt have with respect to such claim, dispute or ,other mattet in acxrtd 4vioc with applicable laws and kegufations within suet days of toe date, of rrich E;1ti4"�€ t l;;�ka:\t r`t�;+t7171i.'.ti h+>)t1-811',h�P F:t6tiiail lei0 rYilF 1,0RI +krl,i.1 *.-5in XI IC:4TION, fREV4 liK411 decision, unless otherwise agreed m writirig by OWNER and CONTRA(7FOR. 9.12- When fitnetioning as interpreter and judge tinder paragraf&9.10 and 9.11. ENGINEER will not show 4 sntahty to OW%'I-,R or C(W RACTOR and will not be liable in connection with any interpretation or decision rendered in gomd iaitli in such capacity. The rendering of a decision by ENGINEER pursuant to paragraphs 9,10 or 9.II with respect it) any such clann. dispute or other matter (except any which have been waived by the making VT accepaatxe of final payment as provided in paragraph 14.15) will be a condition precedent to any exercise by OW NE'R or CONTRACTOR of rust rights or remedies as either may otherwise have tinder the Contract Documents or by I,aws or Regulations:in respect of any such daun, dispute m ether matter pursuant toArtiele-16 9.11 biiritationa on EXIGrIMFER'x Authority and Re-tonsihilides: 9131 Neither ENG [NfWE i tuthmty or responsibility under this Article 9 or under any outer provision of the Contract Documents nor any decision made by 1 vGIN+ER in good faith either to exercise m' not exercise such audwrity or responsibility or die urtdlcrtakins exercise or perfcxmance of any, authority or respaonsib€lity by F\GRdFFR shall create, impose or give rise to arty duty owed by ENGINUR to CONI'l FACTOR, any SubcmNracior, any Supplier, any other p emon or organization, or to any surety• for or employee or agent of any of them, 9132 Ei CANHAt will not Supervise, direct, control or have authority over or be responsible fix CONTRACTOR's meam methods, techniques, .Sequences of, procedures of comnuc60n, mr the safety preuautkms and programs incident thereto, or for any, failure of CONTRACTOR lNTRACTOR to comply with Laws and Regaintions applicable cm the formatting or Ixrfonnance of the W'orl , E NGLN'EM will not be responsible for CONTRACTOR'S failure to perform or furbish the work "a) accordance with the Contract Doculnentss. 9,133 F':,V. \FER will not be responsible for the acts or omissions of CON TRACTOR or of any Subcontractor- any Supplier, or of any otter person or organization perioriluig or furnishing any of the Work 9,13.4. UM;I" ;h'K's review of the final Application for payment and accompanying documentation and all matnierranda and operating instructions, schedules guarantees- Bonds and cerli icates of inspection, tests and alV.rova€s and other documentation required to be delivered by Iw ra vaph 14 i' will only be to detenninr ganeralh' that their content complies with the rcluucments of.and tit the case of certificates of inspections, tests and approvals that the results cortified indic tie compliance with, the C oratact 1 ocumcntfi q I ._i "foe limitetidns uron authority and responsibility set forth in this paragraph 9,13 hill also -apply to ENGTNT-,F'R's Constdtantx Resident Project Representative and assistants. ARTICLE 14—<'HAlC:ES IN TIV, N `ORK 10.1. Without imsdidatutnt�g the eAgrecnient and without notice to any surely, OWNER. may, at any timee or from time to time, Order additions, deletions or revisions in the Work Such additions, deletions or revisions will he authorized by a Written Amendment, a Clmtge Order. or a Work Change Directive. Ulpon receipt of any such document, CO'ti f1zA(:"1'OR shall promptly pracced with the Work involved which will be peformed under die applicable conditions of the Contract Documents (cxrse:pt as otherwise speciticittly provided). 10.2. If OWNER and CONTRACTOR are unable io agree. as to the extern, if any, of an adjustment in the Contract Price or an adjustment of the Contract 'times that should he allowed ns a result nf' a Work Change Directive, a claim may he made therefor as provided in Article t I or Article I', 10.3. COti rR ACTOR shall nut be cttitled to mi irn:raau in the Contract Price or an extension of the Contract Times with respect to any Work performed that is not required by the Contract D: )cunienls as amended, modified and supplemented as provided in paragraphs 3 i and 3.G, except in the cask of an emergency as provided an paragraph 6.23 or in the case of un"ering Work as provided in paragraph I:>.c, Too, OWNER and CONTILA('TOR %halt execute appropriate Change Orders recommended by ENGINDIM (a Written xlnnetxhnents} covering: A 4,1_ changes in the Work which are (o"ierfd by M NER pursuant to paragraph 10..1, (i) required b,etause of acceptance of A*,Jlve Work under paragraph 1.3.13 or oarrecling Af fectrve Warlt under, paragral4i I 14, o (iii) agreed to by the 1vartve , 10.4,2. changes in the Contract price or Contract Limas which are agreed to by the parties, and IQ4 3, changes iih the Contract Prue ui <' mnact Times tvha:h embody the substance of amwritten decision rendered by EdNGI%EIR pursuant to paragraph () l I ; provided that, in Lieu of executing any such Change Order. an appeal mad be taken liom any such decision in accordance with the provisions of the Contract licx.untentti and applicable I,atvs and Regulations, but during any such ap iI CO;J1RAt'1OR shall cam, on the Work and adhere to the pragrcis urheduie as prat Ided in paragraph iY.2`,1. I n i. If notice of any riuuigr aQa 3i the genei I so ape. of the Work or the pnwisionn; of the Contract Documents f AIT'CiF `'sER it (''c'utit( :2;but J-s(P90'l"hum) 54 CI Il < �b ECrtt l i Ylid,t 'S w ONFI CATB JAS (KI'4 1'? P9ve (including, but not limited to, Contract Price, or Contract Times) is required by the provisions of any Bernd to he given to a surelyy, the givirt of any such notice will be CONTRAC`TC)R's rexporrsibtlity, and the amount of each applicable Burred will be adjusted accorclingly. ARTICLE 11--CIFIANGE OFCONTRACT PRICE if `The Contract Rice constitutes the total compensation (-,object to authorised adjustments') payable to CONTRACTOR for perfottning the Work Al duties, responsibilities and obligations assigned to or undertaken by CONTRACTOR shall be at ('ON 'RA(-r01Vs expem%e without change in the Contract trice. 112, The Contract Price may only be clanged by a Change Ceder or by a Wrinen Amendment, Any claim for an adjustment in the Contract Price shall be based on written notice deliveredh5 the party making the clam) ern the other pam- and to ENGINT:ER prompily (but in no event later than thirty stays) after the start of the occmrcnce or eweru grwu rise to the claim and stating the general nature. of *9 claim NOnCe of the amount of the claim with supporting data shall be delivered witivn sixty days alter the start of such occurrence or went (unlm, 1 v iRvEE R allows additianil time for claimant to submit additiortal or more accurate but m support of the ctauu i and shall be accompanied by claimants written statement that the adjustment claimed goners all known amounts to which the claimant is entitled as a result of said occurrence or event All claims for adjustment in the Contract Price shall be determined be IY4t;INE.IiR in accordance with paragrapho ll if OWNER and i-IONTRACTOR cannot otherwise agree oil the amount involved_ No claim for an adjustment in the Contract Price will be valid itnot submitted in uccordance with thw pxnagraph 11 2 113 The value of an% Work covered by it Change Order or of any claim for an adjustment in the Contract Ricca will be detennined its toll, tvs 11.3.I- where the Woik iat:olved is covercd by tacit Prices contained in the Contract Documents, I)} - application of such unit Inices to the quantities of the items involved (subject to the, provisions of _3 paragraphs 11.9.1 through 11.93. inclusive); 11.3.1 where the Work involved is not covered by inlet prices contained in the Contract Doctmaents. by a mutually agreett payment basis. including lump sutn (which may include an allowance for overhead and profit not necessarily in accordance with paragraph 11.6.3)_ 11.3.3, where the Work involved is not covered by unit rwices contained in the Contract Documents and agreement to a lump sum is not reached tinder paragraph 11.3, 2, on the basis of the Cyst of the Work (determined as provided in paragraphs 11.4 and 11,5) plus a COIv'1'RAiTOR's fee for overhead and profit (term fined as provided in paragraph I I.(,). COn of the Work, 11-4 The term CM of the Work means the sum of all costs necessarily incurred and paid by CONTRACTOR in the proper performance of the Work_ Except as otherwise may be agreof to in writing by OWNER, such costs shall he in tmaotmts no, higher than those prmmiling in the locality of the Project, shall include only the following items and "It not include any of the cost.% itemized in paragraph 11.5 11.4.1. Pavroll costs for employees in the direct employ of CONTRACTOR in the per&cmnance of the 1,Vork tinder schedules of job classifications agreed upon by OWNER and CONNI RACTt)R. Such employees shall include without lunitatort superintendents foremen and other personnel employed full-time at the site Payroll costs for eattployees net entployeil full -tune on ti-t Work shall be apportioned on the hasis of their tune spent on the Work Payroll costs shall Ire lwk, W twx he lunited tick salaries and wages plus the cues of fringe: benefits which shall meh do scx ial security contrilxtriosus, unemployment, excise and payroll taxes, workers conpensmion, health and -retirement benefits, bomustu, srok r ap}>lieable thereto The expense", of petlormin}; t\'otk after regular wl trig hours, oft Saturday, Sunday or legal holidays, shall tx included in the above to the extent authorized by MVI -R, 11.42 Coat of all materials and equipment furnished and incrrptKated to the Work, In tudiag costs of transportation anal storage thereof, and Suppliers' field services requited in col neeuon therewith. Alt cash discounts shall accrue io CON RACrOR unless OWNER depusits funds with C OM R ICTOR with which to make p symems, in which case the cash discounts shall accrue to OWNER, All trade ditcotatns,rebates and refunds and retains from sale of surplus materials and equilintem shall accrue to OWNER, and C'02 TP A('rOR shall make prw isiom so that thew may he obtained 114.3 Payments made by COO IZ''M" F R to the 5ubcintructors lot ttoak txertumted it timushed by Suheonnacxorsit' required by CtLt \Hk t JF.I d.t'at.AAt fd'y65111ONS 1)1}941990 tetliami 24 p,OIs (A 14lrR-f v Yt AN,%KAX idAl INN(M-A 4:.tO)) CONTRA(JOR shall obtain competitive bids from Subcontractors acceptable to 0INNM 2 and CONTRACTOR and shall deliver such bids to OWNMR who will then determine, with the advice of GINMER, which bids, if any, will be accepted. If any subcontract provides that the Subcontractor k to be paid on the basis of Cost of the Work plus a fee, tfte Subcontractor`s Cost of the Work and fee shall be determined in the same manner as C `ONTRACTOR's Cost of the Work and fee us provided in paragnlphs t 1.4.. 11.5, I L6 and 11.7. All subcontracts Mall be subject to the other provisions of the Contract Documents insofar as applicable. 11 A 4 Cces of special consultants (including but not limited to engineers, architects, testing laboratories, surveyors. attorneys and accountants) employed for services specifically related to the Work. 11.4.5_ Supplementat costs including the following. 11.4 5.1 The pro ixxdon of necessary_ transponation travel and subsistence expenses of C'ONT€RAC TOIYs emplovws incurred in discharge or duties connected with the Work 11.4.5 2. Cost, including transportation and maintenance, of all materials. supplies, equipment, machinery, appliances, office and temporary facilities at the site and hand tools not owned by the workers, which are cnsumed in the pertbrmanec of the tk'ork, and cast less market value of such items used but not consumed which remain the property of CONTRACTOR• 11 A.5,3. Rentals of all construction eciarpmetit and machinery aml the pans thereof whether rented from CONTRACTOR or others in accordance with rental ttgreomerna approved by OWNER NER with the advice of ENIGUNSLR, and the costs of transportation, loadiitt,, umloac �" installation, dismantling and removal then f�I i in accoxcbance with terms of said rental agreements, The rental of any such equipment, machinery or pans "shall cease when the use thereof is nrr longer necessary for the Work_ I L4.5.4- Sale, conswmcr, use or similar taxes related to the Work. and tot which CONgRACTOR is liable, iml-K%,.W by Laws and Regulations, 11.4.55, Dcly ^sill lost for causes other than negligence of CONTRACTOR, any, Subcontractor or angoras dire:tly or indirectly employed by ants of thern or for whose .acts any of them may be liable, and royalty payments and Ices for permlis and licenses, I I.4.S 6 Losses and ciarim6cs {and related expeanse't caused by damage to the Work, not corn peusated be insurance, or otherwise. sustained by C'()N'1kAi-I'OR in connection with the performance and furnishing of the Weak (except losses and damages within the deductible amounts of property, insurance established by OWNER in accordance with paragraph 9)J provided they have resulted from onuses other than the negligence of CCIATRACTOR, any Subctmiractor, or anyone directly or indirectly employed by any of them or for whose acts any of them may be liable, Such lasses shall include settlements made with the written consent and approval of O,VNTR No such doses, damages find expenses shall be included in the Cost of the Work for the purpose of determining CONTRACTOWs fee. Ik however. any such loss or damage requires reconstruction and C'ONTRA(TOR is placed in charge thereof; CONTRAC70R shall be pond lie` services a fee proportionate to that stated in paragraph 1 l -6-1 11.4.57. The Least of utilities, fuel and sanitary facilities at the site. 11.4.5.8_ Minx expenses such as telegrams, long, distance telephone calls, telephone service at the site, expresso a and similar petty cash items in connection with the Work. 11.4 5.1) Cast of premiums for additional i3cnds and insurance recpuired because of charges in the Work 11,5. The term Coast of the Work shall not include any of the following 11.51 Payroll casts and other compensation of CONTRACTOR's officers, mcmwes, princilyats (c>#' partnership and sole proprietorships), general managers, engineers, architects, estimators, attorneys, auditors., accountants. purchasing and contracting agents, expediters. timekeepers, cierlcs and other personnel employed by CO?.1TRA(7l'OR whether at the site or in CON"TRACTOR's principal or a branch office for general achninistratttm of the Work and aunt specificallp included in the agreed upon schedule of John elAssiticattoris re&rrad to in paragraph 11 4:1 or specifically covered by paragraph 11.4.4 Ali of which are to be considered administrative costs covered by the t'0XTRA('FOR's fee. It �;2. lixponses of (;t)ATRAC101t's principal and branch offices other than CONTRACTOR'S office at the sit.,. 11 5 1. An} pin of CO' TRACTok,s capital expenses, mrluding interest on Ct)NTRACTUR>S capital enploved for the Work and charges q ainst COXI RAt'T012 for delinquent pY 5 enL; 11.5.4, (,cat of premiums far all Bonds and for ail ins lance whether or not CONTRACTOR is required by die Contract Documents to purchase and mauatain the same (except for the cost of premiums covered by ;ubpanagtoph 11,459abo%e), k JC IDti'.;F'vlclLtt r'J�"L7tTtU'tiY IR40-$(ifl�6 Et�uc4it ss (t t } OF L=C1ti. I c Lltt.tYV5 �ItJrm E9 G49'li�'�ti CKPV' 4=20ae7 II.5.5. Costs clue to the negligence of C()NTRACTC>R, any Subcontractor, or anyone directly or indirectly employed by any of them or for whose acts any of them may he liable, including but not limited to, the correction of ck%crlve Work, dispxml of materials or equipment wrongly, snppliad and making, good any damage to property. 11,.5.6. other overhead or general expense costs of any kind and the cats of any item not specifically and expressly included in paragraph 114 116 `fhe ('()N`rRjAC'VOR's fee allowed to CONTRACTOR for overhead and profit shall be derermined as follows: I I A 1. a mutually acceptable fixed fee; or 11 2. if a fixed fee is not agreed upon, then a fee lased on the foHown,g pt, ceranes of the various portions of the Cost of Ux Work. 11'6i 2' I for casts incurred under paragraphs 114 1 and If 42, the CONTRACTOk's, fee sail he fifteen percent; 11.6.21- for COSTS incurred under paragraph 11.4.3, the C OVMACTr)R's fee stall be five jxrcent, 11_62,3, where one or more tiers of subonntracts are on the basis of Cost of the Work plus a fee and no f xed tec is agreed upon, the intent of paragraphs 11 41, 11.4,2. i 1 4 3 and Il 62 is that the Subeantmewr who actually twrforms or furnishes thif Work, at whatever ties, will be paid a fee of fifteen percent of the +oasts incurred by such Subcontractor under paragraphs 1IAA and 11.4,2 andthat any higher tier Subcontramw and C A7RACTOP will each lx pxwl a tee of live lnarro" (if -the amount- paidto the next lower -tier-kiubco ntraeten to be negotiates ng art wttQv?b1inoeW t ef live percent of amount paid to the next lover tier Suhek' packu; 11 6,14 no fee shall be payable on die hasis of costs itennted under paragraphs 1 1 4 4, It 4 ti and I I.> I1.625- the amount of credit to be allowed by CONTRACTOR to OWNER for any change Which RSSUIIS in a net decrease in cost will be the amiount of the actual net decrease in cost plus it deduction to C(A f RAU R )R's tee by an amount ectual to five percent of such net decrease. and I I.c 2.6. when both additions and credits arc involved no any one change. the adlutsunent in ('6N,rkAC'rUk's fee shall he compxtted on the basis of the net charge in accordance with Tfaragraplis 1 f.6 ' l throug i It 625, inclusive_ 11 7 Whenever the cost or anv 14`ork is to he determined pursuant to paragraphs 1IA and 11-5, C()i`,"rRA, crOR will establish and maintain records thereof in accordance with generally aced accounting practices and submit in acceptable to . GlNEER an itenized coast breakdown together with supporting data. Cush , itlowtrnces.' 11.8. It is understood that CONTRACTOR has included in the Contract Price all allowances so named in the ('ontnnct Documents and shall cause the Worl so covered to be furnished and performed for such :arms as may be arceptah{e to C)W 3F[i arsd l tiGlti} I R CONTRACTOR \C"T OR agrees that: 1 1 x 1. the allowances include 11U.- cast to CON11 RAC `TOR (less any applicable trade Bunts) of materials and aquipmem required to the allowances tube delivered at the site, arrd allapplicable taxes; and 11.8,2, C:ON'TRACTOR's cots for unloading and harxihrigg on the site, labor, installation costs, overhead pofrt and other expenses ctnitemplated, for the allowances have been included in the Contract price and not in the altowances and no demand for additional payment on account of any of the foregoing will be valid Prior to foal payment, an appropriate Change Order will be issued as recommended by ENCiINFER to reflect actual amounts due CONTRACTOR on account of Work covered by allowances, and the Contract Price shall he correspondingly� adjus`tcd. 11.9. I railprice Wnrkr 11.9.1. Where the Contract C)ocuments provide that all or part of the Work is to be Unit Price Work initially the Contract Brice will be deemed to include for all 1,"nit price Work an amount equal to the s<tm of the etablisheel unit prices tie' each separately identified item of Unit Price Work times the estimated quantity of each item as indicated in the Agrce meat_ The estimated quantities of items of Unit prig Rork are not guaranteed and are solely for the purpose of comparison of Bids and determining an initial Contract Price. Determinations of the actual quantities and clas,.sitidwations of Unit Rice Work performed by C'ONTRACTOR will be made by UNGINUR in rcccordancc with paragraph 9,10 11,92 lietch unit price will be deemetl to include an ammint co€�siderel by CON7, RACTOR to tau athquate to cover t ONTR.ArvSCIRN overhead and profit Iisr each wloauately identif ed item 1193 OWNER or CONTRACTOR ma} make a claim for an adjustment in the Contract Price in accordance with Article I i ir, I1.9.3.1. the quim try of any item of 1, Ala price Work ferfanmed by C ONTRACfOR ditfers materialik and sumificaraly front the estimated inntity of such item indicated in the Agreement 11 r4,VC QFN,1-;KAL I -'a u,(ltl"C1FY4)Rli.A)Lt.t tie ha(.A>tfl(:4 Ct0?:'e i-opai and 11.9.3.1 there is no corresponding adjustment with respect to any other item of Wok, and 11.9.3.3. if CONTRACTOR believes dint CONTRACTOR is entitled to an increase in Contract Pricy as a result of havirig incurred additional expense or OW'AThR believes that OWNLR is entitled to a decrease in Contract Price and the parties are unable to agree as to the amount of any such increase or decrease. 11,414, _ C'OxNTRAt OR acjpgL1oLkes that the OWNP,R hss the ri to add or delete items in the laid or change yuantitie at 01NN si2S _sole Jzs reu nr tvithqut gIIecLWjttx ,QgpLract Pry of any rennatnt .item long as the._dcletielil_ or acklrktorx doe+ nqt �xoL,twerily fry,> -percent Af theagfnal total E'rndract lice AKr1Ci,F:12--CLir t;E n6 C ClY f RAC:T'i7 41k S 12 1. The Contract Times (o Milestones) may only be changed by a C wige. OTM or a Written Amendment. � v° claim for an adjustment of the Conrad Times (a Milestotusl shall he base([ on written notice delivered by the pony making the claim to the other party and to ENGL�F"ER promptly (but in no event later than thirty days) aide the ooetrrenca of the event giving rise to the claim and stating the general nature of die claim. Notice of the extent of the claim with supporting data shall he delivered within sixty, ditys after such occurrence (unless hN(-N'H iR allows additional time to ascertain more arcuate daut in suppo t of the claim) and shall be accompanied by the claimants written statement that the adjustment elumted is the entire adijastmem W which the claunant has reason to believe it is entitled as a result of the occurrence of said event. till claims for adjustment in the C onoact °T'imes (or Mdestor cs) shall he determine4 b� ENCrNEER in acxtrdance with fernigraph9,11 if t:IANTIR and CONTRACTOR cannot otherwise agree. No claim fir an adjustment in the Contract Tmies (or Milestone) will be valid if not submitted in accordance with the requirementsofthi%paragraph t2I 12' All time unity stated in die Contract Documents are of the essence of the Agreement 12 i Where CON'TRAC'TOR is prevented from completing, any girt of the Work within the (7oanuact Times for MllestorMi due to delay bevond the control of CC)N f AUTOR- the Contract Times (or mitestm so will be extended in an amount e^ctual to time lost due to such delay if a claim is made therefor as provided in paragraph 111. Oclays beyond the control of (AA FRACTOR shall include, hot not be limited to, acts or neglect by ONVNlix, acts or neglect of utility owners or other contrac on performing other work as contemplated by _article 7, fites, tiodxls, epidernics, abnrnanal wcathcr conditions or skis of C;cxt Delays annhurable to and within the control of a Subcontractor or Supplier -,hall be deemed to be delays within the control of CONTRACTOR. 12A Where CONTRACTOR is prevented from completing any part of the Work within the Contract Times (or Milestones) due to delay beyond the control of both OWKER and CONTRACTOR, an extension of the Contract Tares (or Milcstones) in an amount equal to the time lost due to such delay shall be CONTRAC'fOR's sole and exclusive remedy for such. delayy. In no event shall OWNMR he liable to CONTRACTOR, any Subcontractor, any Supplier, any other person or organization or to any surety for or employee or agent of any of theca, for damages arising out of or resulting front (i) delays caused be or within the control of the CONTRACTOR, or (y) delays beyond the control of both !parties including, but not limited ta, fires, Hoo& epidemics abnormal weather conditions, acts of God or acts or neglect by utiity owners or other contractors performing other work as contemplated by Article 7, ,wTICI.F: 13. TESTS AN D IINSPF;C T10NS; CORRECTION, RFMO-VAL OR AMVIPTAINCE OF D1, ECTIVYWORK 13.t ;Notice ©fDefects: Prompt notice of all elective Work of which OWNER or IiNGMEER have actual knowledge will he given to CONTRACTOR All defective Work may bhc rajecteed, corrected or accepted as provided in this Article 13 Access to lVio*: 13.2 Oti"vM.K ENGINEER, ENGINEER's Consultants, other representatives and paumnel of OWNER, independent testing, laboratories and governmental agencies will jurrswHcticmal inter". is will have access to the Work at rtasomble- limes for their observation, inspecting and testing_ CONTRA(_`l CAR shall provide them proper and safe conditions toe such access and advise them of COtiTRACTOR's site satety procedures :and programs so that they inay comply therewith as applicable Testy and Inspections 13 i CON I'R,\t' l t W shall give F'N;l'vbIsk timely notice of readiness of the Work for ail required inspections, lests or approval-,, and shall wopemte with inspec:hvh and resting personnel to facilitate required inspections or tests, 13 4 OWNER shall employ and pry for the services tit' an indelendera testing labo atop to perform all inspections, test-;, or approvals required by the Contract Documents except- 13.4.1 for inspections, tests ix approvals covered by paragraph 13.5 below, 13,4.2, than costs induced in connection with icsts or in�xcuom conducted pursuant to paragmph 13.9 L.J<'1 he GLer'I�tt,tt.,+.: *elhf tnt,ls r41�74(t9b0FeLucsit tt f l"1"t',A' FC�ftt , tat,r,t3dS Yt06tF'ICATI Y1S {R[•t' �b?nnrq below shall be paid as provided in said paragraph 13 9, and 13-4.3 as otherwise specifically provided in the Contract Documents. 13.5, If Laws or Regulations of am, public body having jurfscliction require any Work (or part thereoft specifically to be inspected. tested or approved by an employee or other representative of such public body, CONTRAC 1'OR shall assume full resphonsaMlity for arranging and obtaining such inspections, tests or approvals, pay all costs in connection [herewith, and furnish ENGINEER the required certificates of inspection, or approval. CONTRACTOR shall also be responsible for arranging and obtaining, and shall pay all costs in connection with any ins}ectrons, tests or approvals required for OWNERs and HNGLNEER`s ace lance of materials or equipment to be incorporated in the Erk, or of materials, met &signs, or e r cot submittal for ap�soval prior to CO1gT�' G"'TOR's purchase thereof for incorporation in the Work 13.6. If any Work for the work of others) than it to he inspected, tested or approved is covered by CONTTRACTOR without written concurrence of l' 1GINh'HR, it must, if requested by E tfINFRR, be uncovered for observation. 13.7 Uncovering Work as lirovidLd in paragraph 13 ti shall he at CON TRAcToR's expense unless CONITRAC7 rOR his given H GINI ER timely notice of CONTR,CTOR's intention to cover the same and ENts1NEER has not acted with reasonable promptness in response to such notice. flncm,ering Work,: 13.8 fr any Work is covered contrary to the written request of RNIMNI sh`R, it must, if rNuested by I"NGINHER, be uncovered for ENGINHWs observatwu and replaced at CO'vTRACTOR's expense. 13.9 UENGItiFER consikrs it necessary or advisable that covered Work be observed by ENGM.—'ER or inTs ecied or tasted by others, CONFTRACTOR, at ENGINEER's request, shall uncover, expose or otherwise make available for ohsexyatioxr, inspection or testing as ENGIlVEER may require. that portion of the Work in question, famishing all notes gins= labor, material and equipment- If it is found that such Work is d-fecttve, CO.'I'fviCl'OR evil. pee} all clunks e sis, losses and damages caused by. arising out of or resuhing from such uncovering, exposure, observation, inspection and testing and of s wstirctorc replacement or reconstruction (including but runt limited to all cis of repair or replacement of work. of others.); and OWMik shall he entitled to an appropriate decrease in the Contract Price, and, it' the parties are unable to agree as to the amount thereof, may make a claim therefor as provided in Article 11, If. however, such Work is not found to be <iL,Pctive, CON I RAr "I OR shall he allowed an in xeau in the t`ontn ct Price or an extension of the Contract Times for or both, direatfy annbutable to such 17 uncovering, exposure. observ'at"l, inspection, testing, replacement and reconstruction; and, if the parties are unable to agree as to the amount or cAent thereof, CO vTR4CTOR may make a claim therefor as provided in Articles 1 I and 1. OWNER AMY Stop the Wok: 13.Itr• If the Work is ckfechve, or CONTRACTOR Gals to supply sufficient skilled workers or suitable materials or equipment. or fails to furnish or perform the Work in such a way that the completed Work will conform to the Contract CYopctmtents, OWNER may order (X)N[RACTOR to ,a the Work, or any portion thereof, until fire cause ficr such order his been eliminated; however, this right of OW!*,k to stop the Work shall not give rise to any duty on the pan of OkNNFR to exercise this right fior the benefit of CONTRACTOR or any surety or other party Correction or Remmat of Defective Work, 1111, If required by Es-NGINkEK, CONII:AC"rOR shall promptly, as directed, either correct all defechtt> Work, whether or not fabricated, installed or completed, or, if the Work has been rejected by HNGINF.FR, remove it from the site and replace it with Work that is not defective CONTRACTOR shall pay all elamrs, costs, losses and damages caused by or rc�ulthrg firom such correction or removal (including but not limited to all costs of repair or repincemcnt of work of others). 13.12. ConectionPerind: 13.12,1, If within one- two _years after the date of SubstantiRl Completion or such longer period of time as may be prescribed by Laws or Regulations oat by the tenns of any applicable special guarantee: required by the Contract floc unrnts or by any spee ffic provision of the Contract Documents. any Work is found to be ckfective, CONTRA(7170R shall promptly, without cost to OWNER and in accordanee with OWNEWs written instructions, (i) correct such defective Work, or, if it has bxcn rejected by OWNER, remove it from the site and replace It with Work that is not rlrjMrve, and {ii) satisfactorily correct or remove ami replace any damage to other Work or the work of others resuling therefrom_ If CONTRACTOR does not promptly coxmpty with the terms of such instructions, or in an emergency where, delay would cause serious risk of loss or damage, OWNL R may lurve the &ftctive Work, conected or the rejected Work removed and replaced, and all claims, cost& losses and damages caused by or resulting front such removnf and replacement (including bur not limited to all costs of rep air or replacement of work of others) will tx Mid by C ONTRACI'OR 13,12_An speCral circumstances where a particular item of equipment is placed in comaurc+us service before Substanteal e'ompletion of ail %he Work. the correction period for that itern may start to rim from an earlier date if rep provided in the Specifications or by Written Amendment. 13 12-3. Where defeL71W Work (and &image to other 1;1CPC a]i.NFRAt VON151110NS 1919-9 41940 F.di[il7 2h m7,(IF`OFR.YRr MIA" WAAHt'ACLONA IRIiCr?g001 Work resulting therefrom) has been corrected, removed or replaced under this paragraph 1312, the correction period hereunder with respect to such Work will In extended for an additional period of ens year two? years after such correction or removal and replacement Ipas been satisfactorily completed. Acceptance ofDefecdve Work: 13,13. If, instead of requiring correction or removal and replacement of ckfective Work, OWNER (and, prior to ENGIN R's recommendation of final payment, also ENGINEER) }pmreters to accept it, Okk'1<S1;R may ck so. COXTRACT(JR shall pay all claims, exists, lasses and damages attributable to OWNER's evaluation of and determination to accept such rkjective Work (such co is to be approved by E tiGI1tiEER as to recrosorablettas j. If any such acceptance occurs prior to ENG)INlx'ER's r000mmen elation of final prymcm, a Change Order will be issued incorporating the necessary revision in the Contract Documents with respect to the Work, and OWNER shall he entitled to an appropriate decrease in the Contract price, and, if the parties are unable to agree as to the amount thereof, OWNER may make a claim therefor as provided in Article I I if the acceptance occurs after such recommendation, an appropriate amount will Iri paid by C ONTRAC1'ORtoOWNPR. 0W VER ;bfw t orreer Defective Work: 13.1 A. If CON°TRACTOR fails within a reasonable time after written notice from HNGINIA R to correct dzfeehve Work or to remove and replace: toket d Work as required by ENGINEER in accordance with paragraph 13.1 1, or it' CONTRACTOR fafps to perform the Work in acctrdarwe with the Contract Documents, or if CONTRACTOR Wis to comply with any other pro isio n of the Contract Docmnents. OWNER may, after seven days' written notice to CONTRACTOR, correct and remedy any, such deficiency. In exercising the rights and remedies under this paragraph OWNER shall proceed expeditiously In connection with such corrective and remedial action, OWNER may exclude CONTRACTOR tiom all or part of the site, Gtke possession of all or part of die Work, and suspend CONTRA(7TOR'.s ,ervices rchated thereto, take p ossession of CONTRAC'TC)R's tools, appliances, c nstarction cNurpmem and machinery at the site and incorporate in the Bork all materials and equipment stored at the site or for which OWNER has paid CO4TRACFOR but which are stored elsiewhere_ CONTRACO R shill allow OWNER, OWNTR's representatives, agents and employees. OWNI-As other cone actors and FN(--, :tiEER and E':Gi,01I R`s Consultants access to the site to enable OWNLR to exercise the rights and remedies tinder this psiratmiph. All claims, cods, lasses and damages ineuned or sustained by OW `Fk in exercising such riruhts and remedies will Ix charted against OON'N v. TOR and a Change Orderwill Ex trued incorpunrung the necessary revisions ❑p the Contract Documents wish respect to the Work; and ) NI-,R shall be entitled to an appropriate decrease in tlw Contract trice, and, if the parties are unable to agree as to the amount thereof. a AN'NER ntav make a claim therefor m provided in Anicle I I Su,'r claims Coats poises and